LIST OF DRAWINGS
OLD FIELD MEWS160 OLD TOWNE ROAD, BEAUFORT COUNTY
VICINITY MAP APARTMENT BUILDING PLANS/UNIT KEY
BUILDING 4
UNIT TYPESBUILDINGNUMBERS A
7FL1 FL2
89
TOTAL
UNITS PERBUILDING
8
*DENOTES HANDICAPPED UNITS W/IN A BLDG.
00 0 8*
SITE MAP
OLD RIVER C
OURT
SOUTH CAROLINA
PHASE 2C
TITLE SHEETT1.1RESIDENTIAL CODE ANALYSIST1.2
T1.3
A1.1A1.2A1.3A1.4A1.5A1.6
A1.31
A1.21 UNIT A - BUILDING PLANS
BUILDING 7 - FIRST FLOOR PLANBUILDING 7 - SECOND FLOOR AND ROOF PLANBUILDING 8 - FIRST FLOOR PLANBUILDING 8 - SECOND FLOOR AND ROOF PLANBUILDING 9 - FIRST FLOOR PLANBUILDING 9 - SECOND FLOOR AND ROOF PLAN
UNIT FLOOR PLAN COMPARISON
ARCHITECTURAL DRAWINGS
DRAWING NAMESHEET CONST. REV.1 REV.2 REV.3
XXXXXXXXX
X
A1.26
A1.27A1.27aA1.30
A2.1A2.2A2.3A2.4A2.5
A3.1A3.2
A4.1
X
XXXXXXXXX
XX
X
FL3
FL3(HC)
FL1
FL1
BUILDING 37
FL3
FL3(HC)
FL1
FL1
BUILDING 38
A A A A A A A A
BUILDING 5
A A A A E EE EE E
D D D DC C
BUILDING 6
BUILDING 39
D D D DC C
BUILDING 40
D D D DC C
BUILDING 41
A AK K K K
BUILDING 42
FL2FL2(HC)
AFL1
FL1(HC)
BUILDING 15
FL1
FL1
FL2
FL2K
BUILDING 18
A A A AE E E E E E
BUILDING 12
FL3FL3(HC)
FL1
FL1
BUILDING 7
FL2
FL2(HC)
FL2
FL2 K K
BUILDING 8
FL2
FL2(HC)
FL2
FL2
BUILDING 30
K KA A A
BUILDING 11
FL2(HC)
FL2
FL2(HC)
FL2A A AAD D D DC C
BUILDING 9
C C C C C CK K K K
PROJECTSITE
OLD LAKE ROAD
OLD
VILLA
GE RO
AD
OLD
MA
RSH ROA
D
OLD
MEA
DO
W RO
AD
OLD TOWNE ROAD
OLD RIVER
ROAD
OLD RIVER
ROAD
OLD TOWNE LANE
UNIT FL-1 - BUILDING PLAN
UNIT FL-2 - BUILDING PLANUNIT FL-2 ADA - BUILDING PLANACCESSIBLE TYPICAL DETAILS
BUILDING 7 - EXTERIOR ELEVATIONS
BUILDING 9 - EXTERIOR ELEVATIONS
BUILDING 15 - EXTERIOR ELEVATIONS
UNIT BUILDING SECTIONSUNIT BUILDING SECTIONS
DETAILS
BUILDING 8 - EXTERIOR ELEVATIONS
BUILDING 11 - EXTERIOR ELEVATIONS
DRAWING NAMESHEET CONST. REV.1 REV.2 REV.3
PHASE 2A FITNESS
OLD LAKE ROAD
PHASE 2C
C
60
E
00
K
40
APARTMENT MIX BY BUILDING
11151617
100 0
04
0 0 1 94 410
30 0
06
24
40
903
BUILDING 10
PHASE 2B
A3.3
XX
UNIT BUILDING SECTIONS
A1.7A1.8
BUILDING 11 - FIRST FLOOR PLANBUILDING 11 - SECOND FLOOR
XX
A1.9A1.10
BUILDING 15 - FIRST FLOOR PLANBUILDING 15 - SECOND FLOOR AND ROOF PLAN
XX
A2.6
X
BUILDING 15 - EXTERIOR ELEVATIONS
A1.11A1.12
BUILDING 16 - FIRST FLOOR PLANBUILDING 16 - SECOND FLOOR AND ROOF PLAN
XX
A2.7
X
BUILDING 16 - EXTERIOR ELEVATIONS
A1.13A1.14
BUILDING 17 - FIRST FLOOR PLANBUILDING 17 - SECOND FLOOR AND ROOF PLAN
XX
A2.8
X
BUILDING 17 - EXTERIOR ELEVATIONS
RESIDENTIAL ADA AND RATED WALL DETAILS
A1.22 UNIT C - BUILDING PLANS
XX
A1.24 UNIT E - BUILDING PLANS
X
0 0 0 120 8*
00
0 0 2 50 0
8813 12 6 17 328
S0.1S0.2S0.3S0.4S0.5S1.1
GENERAL NOTESGENERAL NOTES AND SCHEDULESTYPICAL DETAILSTYPICAL DETAILSTYPICAL DETAILSBUILDING 7 - FOUNDATION PLANBUILDING 7 - FRAMING PLANBUILDING 7 - ROOF FRAMING PLANBUILDING 8 - FOUNDATION PLANBUILDING 8 - FRAMING PLANBUILDING 8 - ROOF FRAMING PLAN
S1.2S1.3S1.4S1.5S1.6S1.7 BUILDING 9 - FOUNDATION PLAN
BUILDING 9 - FRAMING PLANBUILDING 9 - ROOF FRAMING PLAN
S1.8S1.9
BUILDING 7 - PLUMBING PLANBUILDING 8 - PLUMBING PLAN
UNIT A - PLUMBING PLAN
UNIT FL-1 - PLUMBING PLANUNIT FL-2 - PLUMBING PLAN
PLUMBING FIXTURE SCHED. AND DETAILS
P1.1P1.2P1.3
P2.1
P2.5P2.6
P4.1P4.2
BUILDING 9 - PLUMBING PLANP1.4 BUILDING 11 - PLUMBING PLANP1.5 BUILDING 15 - PLUMBING PLANP1.6 BUILDING 16 - PLUMBING PLAN
UNIT C - PLUMBING PLANP2.2UNIT E - PLUMBING PLANP2.3UNIT K - PLUMBING PLANP2.4
PLUMBING NOTES, LEGEND, LOAD AND DETAILSP4.3PLUMBING DETAILS
M1.1M1.2
BUILDING 7 - MECHANICAL PLANBUILDING 8 - MECHANICAL PLAN
M1.3
UNIT A - MECHANICAL PLANM2.1
UNIT FL-1 - MECHANICAL PLAN
M2.2
UNIT FL-2 - MECHANICAL PLANM2.6MECHANICAL SCHEDULES AND NOTESM3.1MECHANICAL DETAILSM3.2MECHANICAL LOAD SUMMARYM4.1
BUILDING 9 - MECHANICAL PLANM1.4 BUILDING 11 - MECHANICAL PLANM1.5 BUILDING 15 - MECHANICAL PLANM1.6 BUILDING 16 - MECHANICAL PLAN
UNIT C - MECHANICAL PLANUNIT E - MECHANICAL PLANM2.3UNIT K - MECHANICAL PLANM2.4
M2.5
E1.1E1.2
BUILDING 7 - ELECTIRCAL PLAN
E1.3
UNIT E - ELECTRICAL PLANE2.3
POWER RISERS, METER BANKS: #1, #4, #10, #18
E2.4
POWER RISERS, METER BANKS: #5, #8E3.2
RESIDENTIAL PANEL SCHEDULES
E3.3
FIXTURE SCHEDULE, RESIDENTIAL NOTES
E3.4
SPRINKLER RISER DETAILS
E3.5
BUILDING 8 - ELECTRICAL PLANBUILDING 9 - ELECTRICAL PLAN
UNIT A - ELECTRICAL PLANE2.1UNIT C - ELECTRICAL PLANE2.2
UNIT K - ELECTRICAL PLANUNIT FL1 - ELECTRICAL PLANE2.5UNIT FL-2 - ELECTRICAL PLANE2.6
E3.1
NOTES AND SYMBOL LEGEND
E3.6
XX
X
XXX
XXX
X
XXX
X
XX
X
XXX
XXX
X
XXX
X
XX
X
XXX
XX
X
XXX
X
XX
X
X
XXX
X
XXX
X
XX
XX
XXX
BUILDING 16
E E E EC C C C C C
BUILDING 17
K K K KE EA A
A
FITNESS BUILDING
STRUCTURAL DRAWINGS
PLUMBING DRAWINGS
MECHANICAL DRAWINGS
ELECTRICAL DRAWINGS
UNIT A- WATER AND WASTE PIPING RISERP3.1P3.2P3.3P3.4P3.5P3.6
UNIT C- WATER AND WASTE PIPING RISERUNIT E- WATER AND WASTE PIPING RISERUNIT K- WATER AND WASTE PIPING RISERUNIT FL-1- WATER AND WASTE PIPING RISERUNIT FL-2- WATER AND WASTE PIPING RISER
XX
XX
X
PHASE 2C- CURRENT
304142
0 0 8*0 0 2
2 0 00 0 41 4* 4*0 0 0
10
69
A1.0
BUILDING 11 - ROOF PLAN
A1.15 BUILDING 30 - FIRST FLOOR PLANA1.16 BUILDING 30 - SECOND FLOOR AND ROOF PLANA1.17 BUILDING 41 - FIRST FLOOR PLANA1.18 BUILDING 41 - SECOND FLOOR AND ROOF PLANA1.19 BUILDING 42 - FIRST FLOOR PLANA1.20 BUILDING 42 - SECOND FLOOR AND ROOF PLAN
A2.9 BUILDING 30 - EXTERIOR ELEVATIONSA2.10 BUILDING 41 - EXTERIOR ELEVATIONSA2.11 BUILDING 42 - EXTERIOR ELEVATIONSA2.12 BUILDING 42 - EXTERIOR ELEVATIONS
A1.25 UNIT K - BUILDING PLANS
A1.26a UNIT FL-1 ADA - BUILDING PLAN
XX
XX
X
XX
XXX
X
GARAGE
A1.32 GARAGE ARCHITECTURAL PLANS X
S1.10S1.11S1.12S1.13S1.14S1.15S1.16
BUILDING 11 - FOUNDATION PLANBUILDING 11 - FRAMING PLANBUILDING 11 - ROOF FRAMING PLANBUILDING 15 - FOUNDATION PLANBUILDING 15 - FRAMING PLANBUILDING 15 - ROOF FRAMING PLANBUILDING 16 - FOUNDATION PLAN
X
XXX
XXX
S1.17S1.18S1.19S1.20S1.21
BUILDING 16 - FRAMING PLANBUILDING 16 - ROOF FRAMING PLANBUILDING 17 - FOUNDATION PLANBUILDING 17 - FRAMING PLANBUILDING 17 - ROOF FRAMING PLAN
X
XX
XX
DRAWING NAMESHEET CONST. REV.1 REV.2 REV.3
S1.22S1.23S1.24S1.25S1.26S1.27S1.28S1.29S1.30S1.31
BUILDING 30 - FOUNDATION PLANBUILDING 30 - FRAMING PLANBUILDING 30 - ROOF FRAMING PLAN
XXX
BUILDING 41 - FOUNDATION PLANBUILDING 41 - FRAMING PLANBUILDING 41 - ROOF FRAMING PLAN
XXX
BUILDING 42 - FOUNDATION PLANBUILDING 42 - FRAMING PLANBUILDING 42 - ROOF FRAMING PLAN
XXX
GARAGE - STRUCTURAL PLANS X
P1.7 BUILDING 17 - PLUMBING PLANP1.8 BUILDING 30 - PLUMBING PLANP1.9 BUILDING 41 - PLUMBING PLAN
P1.10 BUILDING 42 - PLUMBING PLAN X
XXX
M1.7 BUILDING 17 - MECHANICAL PLANM1.8 BUILDING 30 - MECHANICAL PLANM1.9 BUILDING 41 - MECHANICAL PLAN X
XX
M1.10 BUILDING 42 - MECHANICAL PLAN X
E1.4E1.5E1.6E1.7E1.8
XXXXX
BUILDING 11 - ELECTIRCAL PLANBUILDING 15 - ELECTRICAL PLANBUILDING 16 - ELECTRICAL PLANBUILDING 17 - ELECTIRCAL PLANBUILDING 30 - ELECTRICAL PLAN
E1.9E1.10E1.11
XXX
BUILDING 41 - ELECTRICAL PLANBUILDING 42 - ELECTIRCAL PLANGARAGE - ELECTRICAL PLAN
POWER RISERS, METER BANKS: #9, #11, #13POWER RISERS, METER BANKS: #14, #17POWER RISERS, METER BANKS: #19, PANEL SCHED.
E4.1 XE4.2E4.3
XX
X
XX
XXXXXXXXXXXX
XX
X
XXX
XXX
X
XXX
X
X
XXX
XXX
X
X
X
XXXXXXXX
X
X
X
XX
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
_
T1.1
TITLE SHEET
ALLOWABLE AREA
ALLOWABLE BUILDING HEIGHT- 60 FEET WITH A NFPA 13R SPRINKLER SYSTEM (PER TABLE 504.3)ALLOWABLE NUMBER OF STORIES- 3 STORIES WITH A NFPA 13R SPRINKLER SYSTEM (PER TABLE 504.4)ACTUAL BUILDING HEIGHTS- BUILDING 7 = +/- 30'-10 34" MAX.- BUILDING COMPLIES BUILDING 8 = +/- 30'-10 34" MAX. - BUILDING COMPLIES BUILDING 9 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 11 = +/- 30'-10 34" MAX. - BUILDING COMPLIES BUILDING 15 = +/- 30'-10 34" MAX. - BUILDING COMPLIES BUILDING 16 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 17 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 30 = +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 41= +/- 29'-10" MAX. - BUILDING COMPLIES BUILDING 42 = +/- 30'-8 12" MAX. - BUILDING COMPLIES
ALLOWABLE HEIGHT
EMERGENCY LIGHTING NOT REQUIREDEXIT SIGNS NOT REQUIREDFIRE ALARM REQUIRED
LIFE SAFETY SYSTEMREQUIREMENTS
PRIMARY OCCUPANCY - RESIDENTIAL (R-2)DESCRIPTION AND USE- RENTAL APARTMENTSALLOWABLE AREA- 7,000 SF PER STORY(PER TABLE 503) W/SPRINKLER INCREASE 3 STORIES/14,000 SF PER FLOOR*ACTUAL BUILDING AREA- BUILDING 7= 6,284 SF- BUILDING COMPLIES BUILDING 8 = 4,803 SF- BUILDING COMPLIES BUILDING 9 = 7,625 SF- BUILDING COMPLIES* BUILDING 11= 7,260 SF- BUILDING COMPLIES* BUILDING 15 = 4,871 SF- BUILDING COMPLIES BUILDING 16 = 7,627 SF- BUILDING COMPLIES* BUILDING 17 = 6,331 SF- BUILDING COMPLIES BUILDING 30 = 3,345 SF- BUILDING COMPLIES BUILDING 41 = 4,230 SF- BUILDING COMPLIES BUILDING 42 = 4,757 SF- BUILDING COMPLIES
BUILDING IS NOT REQUIRED TO HAVE AN ELEVATOR SINCE BUILDING IS ONLY 2 STORIES AND THE FIRST FLOORIS ON GRADE. THE LOWEST FLOOR OF THE TYPE A AND B DWELLING UNITS TO BE ACCESSIBLE WITHOUT NEEDOF AN ELEVATOR.
ELEVATORREQUIREMENTS
CONSTRUCTION TYPE- V-BSPRINKLERS- YES- NFPA 13rSTANDPIPES- NOFIRE DISTRICT- NOMEZZANINE- NOBUILDING AREAS- BUILDING 7 1ST FLOOR= 6,283.8 SF 2ND FLOOR= 6,144.3 SF TOTAL= 12,428.1 SF BUILDING 8 1ST FLOOR= 4,793.3 SF 2ND FLOOR= 4,802.8 SF TOTAL= 9,596.1 SF
BUILDING 9 1ST FLOOR= 7,625.0 SF 2ND FLOOR= 7,350.4 SF TOTAL= 14,975.4 SF
BUILDING 11 1ST FLOOR= 7,213.9 SF 2ND FLOOR= 7,259.7 SF TOTAL= 14,473.6 SF
2015 SOUTH CAROLINA BUILDING CODE- BASED UPON THE 2015 IBC2009 IECCICC/ANSI A117.1- 2009FAIR HOUSING ACT
EDITION OF CODE
PROJECT INFORMATIONNAME OF PROJECT OLDFIELD MEWS- RESIDENTIAL BUILDINGSPHASE 2CADDRESS 160 OLD TOWNE ROAD, BLUFFTON, SOUTH CAROLINA, 29909PROPOSED USE RESIDENTIAL (R-2)OWNER/AGENT B AND B ASSOCIATES OF VIRGINIA, INC. 397 LITTLE NECK ROAD, BUILDING 3400, SUITE 200 VIRGINIA BEACH, VA 23452 (757) 340-3535CODE ENFORCEMENT BEAUFORT COUNTY
BUILDING DATA
LEAD DESIGN PROFESSIONAL BEACON ARCHITECTURE + DESIGN, P.L.L.C.
DESIGNERARCHITECTURALCIVILSTRUCTURALELECTRICALFIRE ALARMPLUMBINGMECHANICALSPRINKLERTRUSSES
SPRINKLERS 13r SPRINKLER SYSTEM PROVIDED (SEE SECTION 903.3.1.2)SPRINKLER PROTECTION SHALL BE PROVIDED FOR EXTERIOR BALCONIES, DECKS AND GROUND FLOOR PATIOS OF DWELLINGUNITS WHERE THE BUILDING IS OF TYPE V CONSTRUCTION. SIDEWALL SPRINKLERS THAT ARE USED TO PROTECT SUCH AREAS SHALLBE PERMITTED TO BE LOCATED SUCH THAT THEIR DEFLECTORS ARE WITHIN 1 INCH TO 6 INCHES BELOW STRUCTURAL MEMBERSAND A MAXIMUM DISTANCE OF 14 INCHES BELOW THE DECK OF THE EXTERIOR BALCONIES AND DECKS THAT ARE CONSTRUCTEDOF OPEN WOOD JOIST CONSTRUCTION.
FIRMBEACON ARCHITECTURE + DESIGN, P.L.L.C.KERN & CO., LLCMCPHERSON DESIGN GROUP, P.C.ATLANTEC ENGINEERS, P.A.FIRE AND LIFE SAFETY AMERICA, INC.ATLANTEC ENGINEERS, P.A.ATLANTEC ENGINEERS, P.A.TBDUFP MID-ALTLANTIC, LLC
NAMECHRISTOPHER NASON, AIAMARK CRAPPS, P.E.GREGORY GERLING, P.E.DAVID WHITNEY, P.E.
DAVID WHITNEY, P.E.JAMES B. DELPAPATBDTBD
TELEPHONE #(252) 441-6767(912) 651-1287(757) 965-2000(919) 571-1111
(919) 571-1111(919) 571-1111TBDTBD
PROJECT SUMMARY BUILDING DESCRIPTIONS: RESIDENTIAL MULTI-FAMILY APARTMENTS WITHIN PHASE 2 OF THEOLDFIELD MEWS SUBDIVISION. ALL STRUCTURES ARE TO BE NO MORE THAN TWO STORIESAND SHALL BE COMPRISED OF SEVERAL DIFFERENT UNIT TYPES.
SCOPE OF WORK: PHASE 2C COMPRISES BUILDINGS 5, 6, 10, 12, 18, 39 AND 40.
CODE COMPLIANCE SUMMARY: RESIDENTIAL BUILDINGS ARE TO BE R-2 USE WITHIN THECOMMERCIAL BUILDING CODE. ALL RESIDENTIAL BUILDINGS ARE TO HAVE AN NFPA 13rSPRINKLER SYSTEM.
BUILDING 15 FIRST FLOOR= 4,871.0 SF 2ND FLOOR= 4,811.8 SF TOTAL= 9,682.8 SF BUILDING 16 1ST FLOOR= 7,626.2 SF 2ND FLOOR= 7,351.5 SF TOTAL= 14,977.7 SF
BUILDING 17 1ST FLOOR= 6,330.8 SF 2ND FLOOR= 5,878.7 SF TOTAL= 12,209.5 SF
BUILDING 30 FIRST FLOOR= 3,344.1 SF 2ND FLOOR= 3,191.0 SF TOTAL= 6,535.1 SF BUILDING 41 1ST FLOOR= 4,229.2 SF 2ND FLOOR= 3,917.6 SF TOTAL= 8,146.8 SF
BUILDING 42 1ST FLOOR= 4,731.5 SF 2ND FLOOR= 4,756.3 SF TOTAL= 9,487.8 SF
SMOKE DETECTION SYSTEMS REQUIREDPANIC HARDWARE NOT REQUIREDEGRESS WINDOWS REQUIRED AT SLEEPING ROOMS (PER SECTION1030)
PLUMBING FIXTURE REQUIREMENTS
WATERCLOSETSMALE FEMALERESIDENTIAL OCCUPANCY
LAVATORIESMALE FEMALE
REQUIRED FIXTURES 1 PER DWELLING UNIT
DRINKINGFOUNTAINS
OTHER1 KITCHEN
SINK PER UNIT
PROVIDED FIXTURES 1 WASH/DRY PER UNIT
FIRE SEPARATION DISTANCE 10 FEET MIN. BETWEEN BUILDINGS SEE CIVIL DRAWINGS ACTUAL DISTANCE BETWEEN BUILDINGS EXCEEDS 20'/2= 10' MINIMUM. FOR BUILDINGS ON THE SAME LOT SEE SECTION 705.3. FOR MORE INFO. MINIMUM PROJECTION REQUIREMENTS WOULD NOT APPLY PER SECTION 705.2 EXCEPTION 2.
BEARING WALLS- EXTERIOR 0 HR REQUIRED (SEE TABLE 601)NON-BEARING WALLS- EXTERIOR 0 HR REQUIRED (SEE TABLE 601)BEARING WALLS- INTERIOR 0 HR REQUIRED AT DWELLING UNITS IN TYPE VB CONSTRUCTION SIMILAR FOR THE CONSTRUCTION SUPPORTING THE HORIZONTAL ASSEMBLY (SEE 711.2.3 EXCEPTION 2 FOR SUPPORTING CONSTRUCTION AND TABLE 601)NON-BEARING WALLS- INTERIOR 0 HR REQUIRED (SEE TABLE 601)SHAFTS 1 HR MIN. AT HORIZONTAL ASSEMBLY PENETRATION TO MATCH FLOOR RATING.FLOOR CONSTRUCTION 1 HR MIN. REQUIRED WITH NFPA 13r SPRINKLER SYSTEM (SEE 711.2.4.3)2ND FLOOR CEILING/ROOF 1 HR REQUIRED AT HORIZONTAL ASSEMBLY (SEE 711.2.4.3)FIRE PARTITIONS BET. DWELLING UNITS 1 HR MIN. REQUIRED WITH NFPA 13r SPRINKLER SYSTEM (SEE 708.3)PRIVATE GARAGE (LESS THAN 1,000 SF) 1 HR MIN. AT HORIZONTAL AND VERTICAL ASSEMBLIES.
MAXIMUM AREA OF EXTERIOR 45% MAXIMUM FOR UNPROTECTED SPRINKLERED BUILDIINGS.OPENINGS BASED UPON FIRE CURRENT DESIGNS DO NOT EXCEED 29.5% GLAZING FOR ALL SIDES OFSEPARATION DISTANCE (% OF AREA ALL THE BUILDINGS IN PHASE 2B (PER TABLE 705.8).PER STORY)
FIRE PROTECTIONREQUIREMENTS
ATTIC FIREBLOCKING OR DRAFTSTOPPING IS NOT REQUIRED AT THE PARTITION LINE IN GROUPR2- BUILDINGS THAT DO NOT EXCEED 4 STORIES IN HEIGHT. PROVIDED THE ATTIC SPACE IS SUBDIVIDED INTOAREAS NOT EXCEEDING 3000 SF OR ABOVE EVERY TWO DWELLING UNITS, WHICHEVER IS SMALLER. (SEE 708.4 EXCEPTION 5)ATTIC FIREBLOCKING OR DRAFTSTOPPING IS RECOMMENDED AT EVERY DWELLING UNIT.
FIREBLOCKING/DRAFTSTOPPING
THE PROJECT IS TO BE PRIVATELY-OWNED FOR MONTHLY RENTAL. PHASE 2 IS TO HAVE AT LEAST 5% TYPE A UNITS FOR EACH TYPE OF UNIT,SEE CHARTS BELOW FOR MORE INFORMATION AND SEE THE SITE MAP FOR THE DISTRIBUTION OF THE TYPE A UNITS. ALL OTHER GROUNDFLOOR UNITS ARE TO BE TYPE B (FHA EQUIVALENT) UNITS. 2ND STORY UNITS NEED NOT BE TYPE B UNITS BECAUSE ALL OTHER UNITS AREMULTISTORY DWELLING UNITS. PER SECTION 1107.7.2, " A MULTISTORY DWELLING UNIT OR SLEEPING UNIT WHICH IS NOT PROVIDED WITHELEVATOR SERVICE IS NOT REQUIRED TO BE A TYPE B UNIT." A "HANDICAPPED ACCESSIBLE" ROUTE AT ALL GROUND FLOOR FL1, FL2 ANDFL3 UNITS (BOTH TYPE A AND TYPE B) UNLESS EXEMPTED BY SITE IMPRACTICALITY, SEE CIVIL ENGINEERING DRAWINGS FOR CALCULATIONS.ANY FIELD CONDITIONS THAT MAY REQUIRE ADJUSTMENT OF GRADING AROUND BUILDINGS MUST BE BROUGHT TO THE ATTENTION OF THEOWNER AND THE ARCHITECT.
ACCESSIBILITY
1 MINIMUM1 PER DWELLING UNIT
1 MINIMUMN/AN/A
NUMBER ANDARRANGEMENTOF EXITS
EXIT REQUIREMENTSMIN. NUMBER OF EXITS
REQUIRED SHOWNFLOOR, ROOM OR SPACEDESIGNATION
COMMON PATH OF TRAVELALLOWABLE ACTUAL
1UNIT A- 1ST FLOOR
1
1
1
UNIT A- 2ND FLOOR125' 36'-5"2
EXIT NOTES:1. EACH DWELLING UNIT IS ONLY REQUIRED TO HAVE ONE MEANS OF EGRESS PER SECTION (1006.2.1 EX. 1).WITH AN AUTOMATIC SPRINKLER SYSTEM.2. THE COMMON PATH OF TRAVEL IS NOT TO EXCEED VALUES ABOVE FOR R-2 USES WITH AN NFPA 13R SPRINKLER SYSTEM.3. THE OCCUPANT LOAD FOR EACH DWELLING UNIT DOES NOT EXCEED 20 PEOPLE (1006.2.1 EX. 1).
46'-0"
41'-2"56'-2"1
111
44'-3"62'-8"
52'-0"
2
22222
UNIT FL-1 1ST FLOOR (TYPE B)UNIT FL-1 2ND FLOORUNIT FL-1 1ST FLOOR (TYPE A)UNIT FL-2 1ST FLOOR (TYPE B)UNIT FL-2 2ND FLOOR
EXIT/EXIT ACCESS
125'
125'125'125'125'125'
EXIT WIDTH (2 STORY)- NOTE ALL DWELLING UNITS ARE MEASURED FROM CL OF TENANT DEMISING WALL AND FRONT & BACK STUD FACE
FLOOR, ROOM ORSPACE DESIGNATION
(a)AREA
(b)AREA/OC. OCC.S
EGRESSCOMPONENTS
(IN./OCC.)
REQUIREDWIDTH
ACTUAL WIDTHSHOWN ON PLANS
0.8"
36" MIN. (WITHIN UNIT)*200 G 6.1
STAIRWAYS(IN./OCC.)
W/SPRINKLERS
REQUIREDWIDTH
0.15
200 G200 G200 G
*HALLWAY WIDTH WITHIN A DWELLING UNIT MUST BE 36" MINIMUM FINISHED CLEAR.
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
5.7
UNIT A 1218 G
1149 G
0.9"
0.200.150.150.15
4.5894 G
1243 G 6.2
200 G
N/A N/A
UNIT FL-1 1ST FLOORUNIT FL-1 2ND FLOORUNIT FL-2 1ST FLOORUNIT FL-2 2ND FLOOR
808 G N/A N/A
N/A N/A
1.2"0.20
4.1 0.15 0.6"
SPRINKLER RISER RM.
0.6"0.8"0.9"
500 G 32" MIN. CLR. AT DOOR0.131 G 0.15 N/A N/A0.1"
PHASE 2UNIT TYPE A (2 BEDROOMS)
UNIT FL-2 (2 BEDROOMS)UNIT FL-3 (3 BEDROOMS)
UNIT FL-1 (1 BEDROOM)
UNIT C (3 BEDROOMS)UNIT D (3 BEDROOMS)UNIT E (2 BEDROOMS)UNIT K (2 BEDROOMS)
# OF UNITS2920161817203212
TOTAL 164
PHASE 21 BEDROOM UNITS2 BEDROOM UNITS3 BEDROOM UNITS
# OF UNITS
209648
5 % HC REQ'D.
14.82.4
UNITS PROVIDED
153
TOTAL 164 8.2 9
ALL SPACES WITHIN A R-2 SPRINKLERED USE ARE TO BE CLASS C. FLAME SPREAD INDEX = 76-200.SMOKE DEVELOPED INDEX = 0-450. SEE BUILDING SECTION 803 AND TABLE 803.11.
INTERIOR FINISHES
IN OCCUPANCY GROUP R-2, THRESHOLD HEIGHTS FOR SLIDING SIDE HINGED EXTERIOR DOORS SHALL BE PERMITTED TO BEUP TO 7 34" IN HEIGHT IF ALL THE FOLLOWING APPLY: 1. THE DOOR IS NOT PART OF A REQUIRED MEANS OF EGRESS 2. THE DOOR IS NOT PART OF AN ACCESSIBLE ROUTE. 3. THE DOOR IS NOT PART OF AN ACCESSIBLE UNIT, TYPE A UNIT OR TYPE B UNIT.IN TYPE B UNITS, WHERE EX. 5,TO SECTION 1010.1.5 PERMITS, A 4" ELEVATION CHANGE AT THE DOOR, THE THRESHOLD HEIGHT ON THEEXTERIOR SIDE OF THE DOOR SHALL NOT EXCEED 4 34" IN HEIGHT ABOVE THE EXTERIOR DECK, PATIO OR BALCONY FOR SLIDING DOORSOR 4 12" FOR OTHER DOORS.
DOOR THRESHOLD(PER IBC 20151010.1.17 EX. 1 & 2 )
BATH TUBS ORSHOWERS
11 MIN.
1UNIT C- 1ST FLOOR1UNIT C- 2ND FLOOR
125'22 125'
1UNIT K- 1ST FLOOR1UNIT K- 2ND FLOOR
125'22 125'
1UNIT E- 1ST FLOOR1UNIT E- 2ND FLOOR
125'22 125'
UNIT CUNIT DUNIT K
200 G200 G
0.150.15
200 G 0.15 36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
36" MIN. (WITHIN UNIT)*
1543 G1698 G1414 G
7.7 1.1" N/A N/AN/A N/AN/A N/A
8.4 1.2"7.0 1.0" ACCESSIBILITY UNIT ANALYSIS
37'-3"47'-0"40'-3"48'-1"40'-1"47'-0"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
VARIES
T1.2
RESIDENTIALCODE ANALYSIS
1CODE ANALYSISSCALE:N.T.S.
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.
7
4 3/4"MIN.
UNRATED EXTERIOR WALL ASSEMBLYVINYL SIDING (6" EXPOSURE)
SEE ELEVS. FOR TYPE AND LOCATIONBUILDING PAPER OR 15 LB BUILDING FELT
716" APA RATED OSB SHEATHING- EXPOSURE 1
OR EQUIVALENT PLYWOOD (EXTERIOR)2" X 4" WOOD STUD FRAMING @ 16" O.C.
716" APA RATED OSB SHEATHING- EXPOSURE 1
OR EQUIVALENT PLYWOOD (INTERIOR)
GARAGE BUILDING WALL ASSEMBLIES
8
UNRATED WALL ASSEMBLY7
16" APA RATED OSBSHEATHING- EXPOSURE 1 OR EQUIVALENT
PLYWOOD CONTINUE UP TO THEUNDERSIDE OF ROOF SHEATHING(ONE SIDE
ONLY)2" X 4" WOOD STUDS @ 16" O.C.
RATED WALL P ENETRATIONS, TYPICAL
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
VARIES
T1.3
RESIDENTIALADA AND RATEDWALL DETAILS
1ADA MOUNTING HEIGHTS AND CLEARANCES (SEE ICC - ANSI A117.1-2009)SCALE:N.T.S. 2
FIRE RESISTIVE CONSTRUCTION (RESIDENTIAL BUILDINGS ONLY)SCALE:N.T.S.
A2.12
A2.1
1
A2.12
A2.13
SIM OPP
(SEE A1.27 FORDETAILED PLAN)
FL2
FL2(HC)
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K
68'-5
1/2
" (ST
UD T
O S
TUD
)
118'-11" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
3'-5
3/4
"
STREET SIDE
A2.13
4'-7
" 6'-7"
3'-5
3/4
"4'
-11
3/4"
4'-1
1 3/
4"
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
2'-0"
OMIT SIDE WINDOWAT UNIT
OMIT SIDE WINDOWAT UNIT
OMIT SIDE WINDOWAT UNIT
OMIT SIDE WINDOWAT UNIT
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 7 - FIRST FLOOR PLAN1
_
A1.0
BUILDING 7FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
KOMIT SIDE WINDOWAT UNIT
OMIT SIDE WINDOWAT UNIT
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOFAS REQ'D.
7:12 SL.TYPICAL
SPRINKLERRISER ROOM,BELOW
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOF
AS REQ'D.
7:12 SL.TYPICAL
12"
O.H
.
LINE OFPATIOBELOW,TYP.
FL2FL2
K K
VALLEY
VALLEY
VALLEY
VALLEY
6:12 SL 6:12 SL
RIDG
E
VALLEY
VALLEY
LINE OFPATIOBELOW,TYP.
7:12 SL.TYPICAL
7:12 SL.TYPICAL
PREMANUFACTUREDTRUSS ROOF @ 24" O.C.
12"
O.H
.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 7 - SECOND FLOOR PLAN1
_
A1.1
BUILDING 7FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 7 - ROOF PLAN2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27aFOR DETAILED
PLAN)
A2.22
A2.21
A2.22
SIM OPP
FL2(HC)
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
83'-2 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
4'-5
1/2
"
SPRINKLERRISER ROOM
68'-5
1/2
" (ST
UD T
O S
TUD
)4'
-7"
BRICK VENEER,TYP.
BRICK VENEER,TYP.
6'-7"
STREET SIDE
2'-0"
GRADE-LEVELPORCH, TYP.
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 8- FIRST FLOOR PLAN1
_
A1.2
BUILDING 8FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
SPRINKLERRISER ROOM
SPRINKLERRISER ROOM,
BELOW
PRE-MANUFACTUREDTRUSS @ 24" O.C. MAX.
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOFAS REQ'D.
7:12 SL.TYPICAL
7:12 SL.TYPICAL
7:12 SL.TYPICAL
7:12 SL.TYPICAL
12"
O.H
.
FL2FL2
FL2FL2
12"
O.H
.
VALLEY
VALLEY
VALLEY
GUTTERANDDOWNSPOUT
GUTTERANDDOWNSPOUT
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 8 - SECOND FLOOR PLAN1
_
A1.3
BUILDING 8FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 8- ROOF PLAN2
(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C (SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K
A2.32
A2.31
A2.33
A2.34
(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K
202'-10" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
35'-6
" (ST
UD T
O S
TUD
)
7'-0
"
7'-0
"
2'-0
"6'
-7"
4'-7"
35'-6
" (ST
UD T
O S
TUD
)
5'-0
"
5'-0
"
BRICK VENEER,TYP.
BRICK VENEER,TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.STREET SIDE
ELECTRICMETERS (6)
ELECTRICMETERS (5)
OMITCOLUMN
OMITCOLUMN OMIT
COLUMNOMIT
COLUMN
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOW
AT UNIT
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOWAT UNIT
OMIT SIDEWINDOWAT UNIT
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 18" = 1'-0"BUILDING 9- FIRST FLOOR PLAN
1
_
A1.4
BUILDING 9FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
C C(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
KC C
(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.22 FORDETAILED PLAN)
C(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
EAV
E
6:12
SL
6:12
SL
C C
RIDGE
7:12 SL.TYPICAL
7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"O.H.
12"O.H.
RIDGE
12"O.H.
12"O.H.
6:12
SL
6:12
SL
CC
RIDGE
7:12 SL.TYPICAL
7:12 SL.TYPICAL
12"
O.H
.
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"O.H.
12"
O.H
.
EAV
E
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"O.H.
RIDGE
12"O.H.
12"O.H.
12"O.H.
12"
O.H
.12
"O
.H.
12"
O.H
.12
"O
.H.
6:12
SL
6:12
SL
CC
RIDGE
7:12 SL.TYPICAL
7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"O.H.
SPRINKLERRISER ROOM,BELOW
LINE OFPATIOBELOW,TYP.
PRE-MANUFACTURED TRUSS@ 24" O.C.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 18" = 1'-0"BUILDING 9- SECOND FLOOR PLAN
1
_
A1.5
BUILDING 9FLOOR PLANS
SCALE: 18" = 1'-0"BUILDING 9- ROOF PLAN
2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27aFOR DETAILED
PLAN)
A2.42
A2.41
A2.42
A2.44
FL2(HC)
(SEE A1.27 FORDETAILED PLAN)
FL2(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A
151'-4 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
68'-5
1/2
"
(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A4'
-11
3/4"
4'-1
1 3/
4"
4'-1
1 3/
4"
4'-1
1 3/
4"
FL2(HC)BRICK VENEER AT UNIT,
SEE ELEVATIONS
STREET SIDE
A2.43
SIM OPP
6'-7"
4'-7
"68
'-5 1
/2"
BRICKVENEER,TYP.
BRICKVENEER,TYP.
2'-0"
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
BRICK VENEER AT UNIT,SEE ELEVATIONS
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 11- FIRST FLOOR PLAN1
_
A1.6
BUILDING 11FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A
BRICK VENEER AT UNIT,SEE ELEVATIONS
SPRINKLERRISER ROOM
BRICK VENEER AT UNIT,SEE ELEVATIONS
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 11- SECOND FLOOR PLAN1
_
A1.7
BUILDING 11FLOOR PLANS
SPRINKLERRISER ROOM,BELOW PRE-MANUFACTURED
TRUSS @ 24" O.C.
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOFAS REQ'D.
7:12 SL.TYPICAL
12"
O.H
.
OVERFRAMEROOF
AS REQ'D.
7:12 SL.TYPICAL
A AA AFL2FL2
FL2FL2
7:12 SL.TYPICAL
12"
O.H
.
VALLEY
VALLEY
VALLEY
VALLEY
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 11- ROOF PLAN1
_
A1.8
BUILDING 11FLOOR PLANS
(SEE A1.26 FORDETAILED PLAN)
FL1
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
A2.52
A2.51
A2.61
A2.5
4
FL2
(SEE A1.25 FORDETAILED PLAN)
K
68'-5
1/2
" (ST
UD T
O S
TUD
)
3'-5
3/4
"
95'-7 3/4" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
(SEE A1.26 FORDETAILED PLAN)
FL1
EXTEND BRICK WALLRETURN AT
SINGLE GARAGE
STREET SIDE
6'-7" 2'-0"
4'-7
"
4'-1
1 3/
4"
A2.53
A2.62BRICK VENEER,
TYP.
BRICK VENEER,TYP.
BRICK VENEER,TYP.
BRICK VENEER,TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
OMIT COLUMNAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
62'-0
" (ST
UD T
O S
TUD
)
1'-9
"
5'-3
"
BRICK VENEER,TYP.
BRICK VENEER,TYP.
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 15- FIRST FLOOR PLAN1
_
A1.9
BUILDING 15FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.26 FORDETAILED PLAN)
FL1
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.26 FORDETAILED PLAN)
FL1BRICK VENEER,TYP.
BRICKVENEER,TYP.
SPRINKLERRISER ROOM,BELOW
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOF
AS REQ'D.
OVERFRAMEROOFAS REQ'D.
12"
O.H
.
FL2
K VALLEY
VALLEY
RIDG
E
HIP
LINE OFPATIO
BELOW,TYP.
+/- 10:12 SL.
+/- 10:12 SL.
VALLEY
VALL
EY
HIP
HIP
6:12 SL6:12 SL
CRICKET ROOFAS REQ'D.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 15- SECOND FLOOR PLAN1
_
A1.10
BUILDING 15FLOOR PLANS
SCALE: 18" = 1'-0"BUILDING 15- ROOF PLAN
2
(SEE A1.22 FORDETAILED PLAN)
C C(SEE A1.24 FORDETAILED PLAN)
E E A2.72
A2.71
A2.73
A2.74
C C C CE E
202'-10" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
35'-6
" (ST
UD T
O S
TUD
)
SPRINKLERRISER ROOM
STREET SIDE
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)(SEE A1.24 FOR
DETAILED PLAN)(SEE A1.24 FORDETAILED PLAN)
(SEE A1.24 FORDETAILED PLAN)
4'-7"
2'-0
"6'
-7"
8'-0
"
6'-0
" TYP
.
6'-0
"
8'-0
"
BRICK VENEER,TYP.
BRICK VENEER,TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
OMIT COLUMNAS REQ'D.
OMIT COLUMNAS REQ'D.
OMIT COLUMNAS REQ'D.
OMIT COLUMNAS REQ'D.
OMIT WINDOWAS REQ'D. TYP.
7'-0
" TYP
.
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 18" = 1'-0"BUILDING 16- FIRST FLOOR PLAN
1
_
A1.11
BUILDING 16FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
C CE E
C C C CE E
SPRINKLERRISER ROOM
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.22 FORDETAILED PLAN)
(SEE A1.24 FORDETAILED PLAN)
(SEE A1.24 FORDETAILED PLAN)
(SEE A1.24 FORDETAILED PLAN)
(SEE A1.24 FORDETAILED PLAN)
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
BRICK VENEERAT UNIT, SEE ELEVATIONS
6:12
SL
6:12
SL
C C
RIDGE
7:12 SL.TYPICAL
7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
EAV
E
EAV
E
6:12
SL
RIDGE
12"
O.H
.
E E
6:12
SL
EAV
E
EAV
E
12"O.H.
4:12
SL
4:12
SL
4:12
SL
4:12SLOPE
4:12SLOPE
12"O.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"O.H.
12"O.H.
6:12
SL
6:12
SL
CC
RIDGE
7:12 SL.TYPICAL
7:12 SL.TYPICAL
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"O.H.
12"O.H.
SPRINKLERRISER ROOM,BELOW
6:12 SLEAV
E
EAV
E
6:12
SL
RIDGE
EE
6:12
SL
EAV
E
EAV
E
12"O.H.
4:12
SL
4:12
SL
4:12
SL
4:12SLOPE
4:12SLOPE
12"O.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
6:12
SL
6:12
SL
C C
RIDGE
7:12 SL.TYPICAL
7:12 SL.TYPICAL
12"
O.H
.12
"O
.H.
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"O.H.
12"O.H.
PRE-MANUFACTUREDROOF TRUSS @ 24" O.C.
12"
O.H
.
12"
O.H
.
12"
O.H
.
12"
O.H
.
CONCRETE SLABBELOW, TYPICAL
VALLEY VALLEY
HIP HIP VALLEY VALLEY
HIP HIP
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 18" = 1'-0"BUILDING 16- SECOND FLOOR PLAN
1
_
A1.12
BUILDING 16FLOOR PLANS
SCALE: 18" = 1'-0"BUILDING 16- ROOF PLAN
2
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K
(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.24 FORDETAILED PLAN)
EA2.82
A2.81
A2.83
A2.84
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K
158'-6 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
59'-8
" (ST
UD T
O S
TUD
)
(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A
14'-1
0"
6'-4
"
8'-1
0"
(SEE A1.24 FORDETAILED PLAN)
ESPRINKLERRISER ROOM
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
STREET SIDE
18'-1
1 1/
2"6'
-7"
4'-7"
13'-4
"
8'-1
0"
6'-4
"
BRICK VENEER,TYP.
BRICK VENEER,TYP.
BRICK VENEER,TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
6'-4
"
6'-4
"
OMITCOLUMN
AT UNIT
OMITCOLUMN
AT UNIT
OMITCOLUMNAT UNIT
OMITWINDOWAT UNIT
OMITWINDOWAT UNIT
OMITWINDOW
AT UNIT
OMITWINDOW
AT UNIT
OMITWINDOW
AT UNIT
OMITWINDOW
AT UNIT
OMITWINDOW
AT UNIT
OMITWINDOWAT UNIT
OMITWINDOWAT UNIT
OMITWINDOWAT UNIT
OMITWINDOWAT UNIT
OMITWINDOWAT UNIT
10'-5
1/2
"
37'-6
" (O
UTSI
DE
OF
STUD
TO
OUT
SID
E O
F ST
UD)
BRICK VENEERAT UNIT, SEE ELEVS.
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 18" = 1'-0"BUILDING 17- FIRST FLOOR PLAN
1
_
A1.13
BUILDING 17FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
LAUNDRY ROOALLOW FOR MIN.
FOR WASHER (MGTW18OSC) A
(MODEL NO. GTX2FINISHED PLUMBINBACK OF APPLIA
ON SPECS PROCLAY HOUG
9/ 9/ 1
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.24 FORDETAILED PLAN)
E
(SEE A1.21 FORDETAILED PLAN)
A
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K
(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.24 FORDETAILED PLAN)
E
SPRINKLERRISER ROOM
BRICK VENEERAT UNIT, SEE ELEVS.
EAV
E
EAV
E
6:12
SL
RIDGE
12"
O.H
.
EE
6:12
SL
EAV
E
4:12
SL
4:12
SL
4:12
SL
4:12SLOPE
4:12SLOPE
12"O.H.
12"O.H.
RIDGE
6:12
SL
6:12
SL
12"
O.H
.
12"
O.H
.
K K12"
O.H.
RIDGE
6:12
SL
6:12
SL
12"
O.H
.
K K
6:12
SL
6:12
SL
A ARIDGE
12"
O.H
.
12"
O.H
.
6:12
SL
6:12
SL
ARIDGE
12"
O.H
.
12"O.H.
EAV
E
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"O.H.
12"
O.H
.
CRICKETAT OPPOSINGVALLEY, V.I.F.
CRICKETAT OPPOSINGVALLEY, V.I.F.
CRICKETAT OPPOSINGVALLEY, V.I.F.
CRICKETAT OPPOSINGVALLEY, V.I.F.
6:12 SL
7:12 SL.TYPICAL
7:12 SL.TYPICAL
7:12 SL.TYPICAL
CONCRETESLAB, BELOW
TYPICAL
PRE-MANUFACTUREDROOF TRUSS @24" O.C.
SPRINKLERRISER ROOM
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 18" = 1'-0"BUILDING 17- SECOND FLOOR PLAN
1
_
A1.14
BUILDING 17FLOOR PLANS
SCALE: 18" = 1'-0"BUILDING 17- ROOF PLAN
1
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
AA2.92
A2.91
A2.9
3
A2.9
4
A3.31
A3.32
A3.33
(SEE A1.25 FORDETAILED PLAN)
K
87'-1 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
36'-0
" (ST
UD T
O S
TUD
)
3'-5
3/4
"
(SEE A1.21 FORDETAILED PLAN)
A
11'-6
"6'
-7"
4'-7"
SPRINKLERRISER ROOM
STREET SIDE
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
BRICK VENEER,TYP.
17'-1
1"
37'-6
" (O
UTSI
DE
OF
STUD
TO
OUT
SID
E O
F ST
UD)
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
BRICK VENEERAT UNIT, SEEELEVATIONS
35 3 4"
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 30- FIRST FLOOR PLAN1
_
A1.15
BUILDING 30FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
A
A3.33
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.21 FORDETAILED PLAN)
ASPRINKLER
RISER ROOM
BRICK VENEERAT UNIT, SEEELEVATIONS
6:12
SL
6:12
SL
A ARIDGE
EAV
E
EAV
E
12"
O.H
.
12"
O.H
.
7:12 SL.TYPICAL
RIDGE
6:12
SL
6:12
SL
CRICKETAT OPPOSINGVALLEY, V.I.F.
12"
O.H
.12
"O
.H.
KK12"
O.H.12"
O.H.
A
CONCRETEPATIO BELOW, TYP.
SPRINKLERRISER ROOM,
BELOW
6:12 SL
12"O.H.
PRE-MANUFACTUREDROOF TRUSSES @ 24" O.C.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 30- SECOND FLOOR PLAN1
_
A1.16
BUILDING 30FLOOR PLANS
SCALE: 316" = 1'-0"
BUILDING 30- ROOF PLAN2
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.21 FORDETAILED PLAN)
A(SEE A1.21 FORDETAILED PLAN)
AA2.10
2
A2.101
A2.103
A2.10
4
(SEE A1.25 FORDETAILED PLAN)
K(SEE A1.25 FORDETAILED PLAN)
K
105'-9 1/2" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
44'-6
" (ST
UD T
O S
TUD
)
3'-5
3/4
"
SPRINKLERRISER ROOM
2'-4
1/4
"6'
-7"
4'-7"
BRICK VENEER,TYP.
BRICK VENEER,TYP.
GRADE-LEVELPORCH, TYP. GRADE-LEVEL
PORCH, TYP.
GRADE-LEVELPORCH, TYP.
STREET SIDE
BRICK VENEER ATUNIT, SEE ELEVATIONS
28'-6
3/4
"
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
OMIT WINDOWAT UNIT
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THEARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACTDOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS,OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WASDISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR,AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTEA WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOWA REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS,SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/ORENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTEDWITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATEDETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 41- FIRST FLOOR PLAN1
_
A1.17
BUILDING 41FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
K AAK KK
SPRINKLERRISER ROOM
(SEE A1.25 FORDETAILED PLAN)
(SEE A1.25 FORDETAILED PLAN)
(SEE A1.25 FORDETAILED PLAN)
(SEE A1.25 FORDETAILED PLAN)
(SEE A1.21 FORDETAILED PLAN)
(SEE A1.21 FORDETAILED PLAN)
BRICK VENEER ATUNIT, SEE ELEVATIONS
6:12
SL
6:12
SL
A ARIDGE
EAV
E
EAV
E
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
12"
O.H
.
12"
O.H
.
+/- 7:12 SL.TYPICAL
RIDGE RIDGE
6:12
SL
6:12
SL
6:12
SL
6:12
SL
CRICKETAT OPPOSINGVALLEY, V.I.F.
EAV
E
12"
O.H
.
12"
O.H
.
12"
O.H
.12
"O
.H.
KK KK
SPRINKLERRISER ROOM,BELOW
6:12 SL
12"O.H.
12"O.H.
12"O.H.
12"O.H.
PRE-MANUFACTUREDROOF TRUSSES@ 24" O.C.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 41- SECOND FLOOR PLAN1
_
A1.18
BUILDING 41FLOOR PLANS
SCALE: 18" = 1'-0"BUILDING 41- ROOF PLAN
2
FL1(HC)
(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27aFOR DETAILED
PLAN)
A2.112
A2.111
A2.121
A2.114
FL2(HC)
(SEE A1.26 FORDETAILED PLAN)
FL1
62'-0
" (ST
UD T
O S
TUD
)
94'-10" (OUTSIDE OF STUD TO OUTSIDE OF STUD)
4'-1
1 3/
4"
68'-5
1/2
" (ST
UD T
O S
TUD
)
(SEE A1.21 FORDETAILED PLAN)
A
4'-1
1 3/
4"
BRICK VENEER AT UNIT,SEE ELEVATIONS FORMORE INFORMATION
STREET SIDE A2.113
A2.122
2'-0" 6'-7"
4'-7
"
SPRINKLERRISER ROOM
BRICKVENEER,TYP.
BRICK VENEER,TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
GRADE-LEVELPORCH, TYP.
2'-6
"2'
-6"
GENERAL NOTES1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THE ARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THESCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACT DOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER,CONTRACTOR, SUBCONTRACTORS, OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WAS DISCOVERED ORCOULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR, AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT ANDRESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTE A WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS ANDSHALL IN NO EVENT CAUSE OR ALLOW A REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.
2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS, SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOODZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/OR ENGINEERS.
3. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTED WITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENTSHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATE DETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONSOF THE PROJECT AMONG THE ARCHITECT'S PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE).
4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 42- FIRST FLOOR PLAN1
_
A1.19
BUILDING 42FLOOR PLANS
TRUSSED ROOF NOTE:TRUSS ROOF SHOP DRAWINGS AND OTHER ITEMS SHALLBE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TOFABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWEDBY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THEENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITHTHE DESIGN CONCEPT AND GENERAL COMPLIANCE WITHTHE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'SREVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLERESPONSIBILITY TO REVIEW, CHECK, AND COORDINATETHE SHOP DRAWINGS PRIOR TO SUBMISSION. THECONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORSAND OMISSIONS ASSOCIATED WITH THE PREPARATION OFSHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,DETAILS, DIMENSIONS, ETC. AT THE TIME OF THIS SUBMITTALTHE GENERAL CONTRACTOR HAS NOT PROVIDED THEENGINEER OF RECORD SHOP DRAWINGS; UNTIL SUCH TIMEDOCUMENTATION IS CONSIDERED "FINAL DESIGN-FORREVIEW PURPOSES ONLY".
(SEE A1.26 FORDETAILED PLAN)
FL1
(SEE A1.26 FORDETAILED PLAN)
FL1(SEE A1.27 FORDETAILED PLAN)
FL2
(SEE A1.27 FORDETAILED PLAN)
FL2 (SEE A1.21 FORDETAILED PLAN)
ABRICK VENEER AT UNIT,SEE ELEVATIONS FORMORE INFORMATION
SPRINKLERRISER ROOM
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOFAS REQ'D.
OVERFRAMEROOF
AS REQ'D.
VALLEY
VALL
EY
HIP
FL2FL2
10:12 SLOPE
10:12 SLOPE
7:12 SL.TYPICAL
VALLEY
CONC. SLAB BELOW,TYPICAL
A
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 42- SECOND FLOOR PLAN1
_
A1.20
BUILDING 42FLOOR PLANS
SCALE: 332" = 1'-0"
BUILDING 42- ROOF PLAN2
LINE OF PORCHROOF ABOVE
PDR
CL.
UP
15 T
, 16R
KITCHEN
RAISED BAR
SINK
RANGE
REFRIG.
CONC.PATIO
LIVINGROOM
DININGROOM
DWBELOW
HW
PAN.
ELEC.PANEL 2
4
5
6
1
A
B
ENTRY
ACCESSPANEL
(22" X 36")
OPTIONAL:WINDOWS
AT BLDG. ENDWALL ONLY,
SEE ELEVATIONS
17'-0 1/2"
36'-0
"
+/- 1
2'-8
3/4
"+/
- 23'
-3 1
/4" O
UTSI
DE
OF
WA
LL T
O P
RHT
KNEE
WA
LL
CLCL
5'-6"7'-4 1/4"
5'-1
0"
11'-5
1/4
"3'
-1 3
/4"
+/- 6
'-9"
+/- 1
4'-8
"8'
-0"
46'-0
"
4'-4 1/2" 7'-10 3/4" 4'-9 1/4"
CL
2'-0
"
3'-7 1/2"12'-11 1/2"
8'-11 1/2" INSIDE OF STUDTO OUTISDE OF KNEE WALL 4'-0"
6'-6 1/2" 3'-3" 4'-6" 2'-3 1/2"
2'-0
"8'
-2 1
/4"
2'-6
1/2
"
WC
S & R66"
4 SHELVES36",48",
60", &72"
3
OPTIONAL:WINDOWSAT BLDG. ENDWALL ONLY,SEE ELEVATIONS.
A3.11
B
3A
OR
5
TYP
5
3AOR
1
2
TYP
DABOVE
FLOORDRAIN, SEEPLUMBINGENG. FOR
MORE INFO
6'-4
"
2'-0
"
4'-2 1/4"
3'-0" MAX.
FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS
8'-0"
SHELFABOVE
12"
B
5'-6
"
6OR
6" X6" PT POST
LINE OFCONCRETESLAB
+/-
3 1/
2"
+/-
3'-9
1/2
"
2" X 6"KNEE WALL
2" X 4"KNEE WALL
TYP
2
36" MIN.FINISHED
CLR.
3B
OR
3C
OR
3D 3BOR3COR3D
CL
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURERTO PROVIDE TESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS ORFIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
A
5'-1
1 1 2"
U.D
.
2'-11 12" U.D.
B
SINGLE HUNG WINDOW (EGRESSW/OPENING LIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)
SINGLE HUNGWINDOW
4'-1
1 1 2"
U.D
.
3'-0" R.O.
6'-0
" R.O
.
2'-11 12" U.D.
+/- 3'-0"R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
POWDER ROOMLIVING ROOMDINING ROOM
STORAGE CLOSETCOAT CLOSET
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
CARPETVINYLVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 134" 3'-0" 6'-8" 1
23
ALUM./GLASS
4567
89
10
TYPE
B
111213141516
METAL EXTERIOR INSWING DOOR W/TRANSOM
WOOD1'-6" 6'-8" 6FHC WOOD/COMP C 1 38"WOOD2'-0" 6'-8" 6FHC WOOD/COMP C 1 38"WOOD2'-0" 6'-8"FHC WOOD/COMP C 1 38"WOOD2'-6" 6'-8"FHC WOOD/COMP C 1 38"
GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASSD 1 38" 6'-8"6'-0"1 38" 3-6" 6'-8" 6AFHC WOOD/COMP1 38" 3'-6" 6'-8" 6AFHC WOOD/COMP
INTERIOR SINGLE SWING DOOR
WOOD2'-0" 6'-8" 2FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR
WOOD2'-6" 6'-8" 3FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR
WOOD2'-0" 6'-8" 6FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOORWOOD2'-6" 6'-8" 3FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOORWOOD2'-0" 6'-8" 2FHC WOOD/COMP C 1 38" INTERIOR SINGLE SWING DOOR
3'-0" 6'-8" 6A3'-0" 6'-8" 6A 1 38"FHC WOOD/COMP
1 38"FHC WOOD/COMP
1 38" 5'-0" 6'-8" 6AFHC WOOD/COMP
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
26
4INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR
WOODWOOD
WOOD
WOODWOOD
HARDWARE SETS:SET #1: ENTRY PASSAGE SET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP,SET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: NOT USEDSET #6: PASSAGE SET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD, ROT-RESISTANTJAMB AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW & DOOR HEADERSIZING, TYP.
INTERIOR DOUBLESWING DOOR RAISEDPANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASS DOORSEE PLAN FOR OPERABLE SIDE,BASED ON PLY-GEM BUILDERSERIES 5700 SLIDING PANEL DOOR
DOOR TYPE: D
EXTERIOR STEELINSULATED SWINGDOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL
8'-0
" U.D
.
6'-8
" U.D
.4"
12"
+/- 6
'-8" U
.D.
+/- 6'-0" U.D.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH
POWDERBATH #1BATH #2
LIGHT3 LAMP- 24"
MIRROR WIDTH
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
5 LAMP- 36"
39"48"36"
39"48"36"
40" W/ 6" BANJO49"
WALL TO WALL V.I.F.
5 LAMP- 36"
3'-6
"
OPEN
9'-0
"
3'-0
"1'
-6"
3'-6
"1'
-0"
SEEDETAILA4.1
SEEDETAILA4.1
DN
3'-4"
WASH
DRYERLA.
BATH#2
TUB/SHOWER42" X 60"
BATH#1
CL.
CL.
CL.
BEDROOM #1
BEDROOM#2
ATTIC ACCESSDOOR (20 MIN.)INSULATE PERCODE
CL.
TUB/SHOWER42" X 60"
LIN.
11
15
16
8
7
1413
12
9
10
B B
B B
+/- 3
'-7"
5'-1
3/4
"
4'-1
1"4'
-8 1
/4"
5'-4
1/2
"5'
-6 1
/4"
10'-7
"
10'-1
1 1/
4"+/
- 5'-3
1/4
"+/
- 6'-2
1/2
"+/
- 3'-0
"5'
-5 1
/4"
2'-2 1/4"10'-6"4'-4 1/4"
4'-4 1/2" 7'-10 3/4" 4'-9 1/4"
14'-3 1/2"
2'-4 1/2"
9'-10 3/4" 4'-4 3/4"
6'-3 1/4"3'-5 1/2" 6'-10 1/4"
2'-4 1/2" 14'-2 1/2"
36'-0
"
17'-0 1/2" CLCL
WC
WC
S &
R -
42" &
84"
S &
R -
42" &
84"
4 SHELVES36",48",60",72"
S &
R -
66"
S &
R -
66"
OPTIONAL:WINDOW
AT BLDG. ENDWALL ONLY
A3.11
3A
TYP
3A
TYP
5
TYP
5
1TYP
2
2
2
2'-1
1 1/
2"
3'-2 3/4"
5'-1
0"
B1'
-4"
INSI
DE
DIM
.
HVACCHASE,SEE MECH.
FURR-OUTWALL AS
REQ'D. FORPLUMBING
V.I.F.
1
TYP
PRHT WALL,SEE 8/A4.1
+/- 3 1/2"
SLOPEDFLOOR,SEESECTIONFORMOREINFO.
LINE OF AHU ABOVE,SEE MECH. DRAWINGS
6OR
CLCL
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.21
UNIT ABUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
CL.
UP
15 T
, 16R
RAISED BAR
REFRIG.
PANTRY
PDR.
LIVINGROOM
CONC.PATIO
STOR.
HW
DWBELOW
RANGE
SINK
DINING ROOM
KITCHEN
ENTRY
B
1
2
3
4
5
6
A
+/- 1
8'-1
0"
6'-7 3/4" 9'-0 1/2" 6'-2"
CL
14'-1
0"6'
-7"
6'-3
1/2
"7'
-9 1
/2"
35'-6
"
10'-11 1/8" 10'-11 1/8"
2'-0
"8'
-0"
45'-6
"
21'-10 1/4"CL CL
2'-1
0"13
'-10"
5'-9
"2'
-6 1
/2"
11'-4
1/2
"13
'-10"
5'-3 1/4" 12'-4" 3'-9 1/2"
3'-7 3/4"4'-7"13'-2"
WC
S & R - 66"
4 SHELVES36",48",60",72"
CL
2'-0
"2'
-0"
ELEC. PANEL(2"X6" WALL)
5
TYP
5
1
2
1
DABOVE
LINE OF PORCHROOF ABOVE
1 TYP
FLOORDRAIN, SEEPLUMBINGENG. FOR
MORE INFO
B
6" 6"
FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS
3'-0" MAX.
8'-0"
SHELFABOVE
B OPTIONAL:WINDOWAT BLDG.END WALLONLY, SEEELEVATIONS
6" X6" PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
2" X 4"KNEE WALL
2" X 6"KNEE WALL
4'-1
1"
+/-
4'-0
3/4
"
3AOR3B
OR3COR3D
6OR
7'-5" 4'-11"
A3.14
DN
LA.
BATH#1
TUB/
SHO
WER
42" X
60"
BEDROOM #1
BATH#2
CL.
BEDROOM#2
BEDROOM#3
CL.
LIN.
ATTICACCESSDOOR(20 MIN.)
TUB/SHOWER30" X 60"
B B
BB
78
11
10
12 13
1514
16
17
CL
3'-1"
12'-7
1/4
"5'
-4 1
/2"
12'-2
"
35'-6
"
2'-3
1/2
"
6'-3
"2'
-10
1/2"
+/-
2'-8
1/4
"10
'-4"
6'-7 3/4" 9'-0 1/2" 6'-2"
CL CL
21'-10 1/4" CL
9'-6" 5'-3 3/4"
15'-2 3/4" 6'-2"
5'-9 1/2" 4'-7"4'-10 1/4"
6'-2"
7'-1 3/4" 6'-6"
3'-6"
10'-9"
3'-0"4'-3"2'
-3 1
/2"
WC
WC
4 SH
ELV
ES36
",48"
,60"
,72"
S & R - 66"
S & R - 66"
LINE OF PORCHROOF ABOVE
5
TYP
5 OR
1
TYP 2
2S & R - 66"
10'-7 3/4"
2'-5
1/2
"7
1/4"
3'-5
3/4
"
CL. S & R - 66"
WASHDRYER
1
3'-6" 4'-3"
9
KNEE WALL
B
OPTIONAL:WINDOWAT BLDG.END WALLONLY, SEEELEVATIONS
23 3 4"
+/- 7
'-10
3/4"
V.I.
F.W
/ HE
AD
HG
T.
C
3'-11 1/2"
10'-9"10'-7 3/4"
FURR-OUTWALL ASREQ'D. FORPLUMBING
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
6
6'-11 1/2"
3'-0" MIN.CLR.
1
TYP
A3.14
LINE OF AHUABOVE
HVACCHASE,
SEEMECH.
1'-4"INSIDEDIM.
3'-1
1 1 2"
U.D
.
SINGLE HUNGWINDOW
BA
SINGLE HUNG WINDOW (EGRESSW/OPENING LIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
3'-0" R.O.
4'-0
" R.O
.
2'-11 12" U.D.
+/- 3'-0"R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
3'-1
1 1 2"
U.D
.
2'-5 12"U.D.
2'-6" R.O.
4'-0
" R.O
.
SINGLE HUNGWINDOW
C
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDETESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXEDOPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
POWDER ROOMLIVING ROOMDINING ROOM
STORAGE CLOSETCOAT CLOSET
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
CARPETVINYLVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 3'-0" 6'-8" 123456789
10
TYPE
B
WOOD1 38" 2'-0" 6'-8" 6WOODC
1 38" 3'-6" 6'-8" 6A1 38" 3'-6" 6'-8" 6
1 38" 2'-6" 6'-8" 6C
1 38" 2'-0" 6'-8" 6FHC WOOD/COMP C
6'-0" 6'-8" 4D 1 38"
WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP C
WOOD1 38" 6'-8"C
FHC WOOD/COMP
FHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
11 1 38" 2'-4" 6'-8" 2FHC WOOD/COMP
12 1 38" 2'-4" 6'-8" 2CFHC WOOD/COMP
13 1 38" 1'-8" 6'-8" 6CFHC WOOD/COMP
14 1 38" 2'-6" 6'-8" 3CFHC WOOD/COMP
15 1 38" 4'-0" 6'-8" 6WOODAFHC WOOD/COMP
16 1 38" 2'-6" 6'-8" 3CFHC WOOD/COMP
17 1 38" 4'-0" 6'-8" 6WOODAFHC WOOD/COMP
GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYL TEMPERED GLASS
FHC WOOD/COMP
AC
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
METAL 134"
WOODWOODWOODWOODWOODWOOD
WOOD
WOOD
INTERIOR SINGLE SWING DOOR
ALUM./GLASS EXTERIOR INSWING DOOR W/TRANSOM
INTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
WOOD1 38" 5'-0" 6'-8" 6AFHC WOOD/COMP INTERIOR DOUBLE SWING DOOR2'-6" 3
HARDWARE SETS:SET #1: ENTRY PASSAGE SET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP,SET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: NOT USEDSET #6: PASSAGE SET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD, ROT-RESISTANTJAMB AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW & DOOR HEADERSIZING, TYP.
INTERIOR DOUBLESWING DOOR RAISEDPANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASS DOORSEE PLAN FOR OPERABLE SIDE,BASED ON PLY-GEM BUILDERSERIES 5700 SLIDING PANEL DOOR
DOOR TYPE: D
EXTERIOR STEELINSULATED SWINGDOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL
8'-0
" U.D
.
6'-8
" U.D
.4"
12"
+/- 6
'-8" U
.D.
+/- 6'-0" U.D.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY LENGTH VANITY TOP LENGTH
POWDERBATH #1BATH #2
LIGHT3 LAMP- 24"
MIRROR WIDTH
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
45"36"36"
45"36"36"
45" TO KNEE WALL
37" W/ 6" BANJO37" W/6" BANJO
5 LAMP- 36"3 LAMP- 24"
3'-6
"
OPEN
9'-0
"
SEEDETAILA4.1
SEE DETAILA4.1
WINDOW ASSCHEDULED
3'-0
"1'
-6"
3'-6
"1'
-0"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.22
UNIT CBUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
LINE OF EAVEABOVE
SHEL
F&
RO
D-
66"
LIVINGROOM
FOYER
GARAGE
PDR
CL.
COVEREDPORCH
19'-8
"
37'-6
"
4'-4 1/4"13'-6"
1'-2 1/2"
3'-9
"3'
-3 1
/2"
11'-8
"+/
- 6'-9
" V.I.
F.
44'-6
"
2'-4 1/2"
2'-8"
UP
15 T
, 16R
ELEC.PANEL
8'-0
"
8'-0"
7'-2 1/4"10'-8"
CONC.PATIO
17'-10 1/4"
18"
+/- 3
'-6"
7'-0
"
2" X 6"WALL
4 SHELVES36",48",60",72"
PAN.
KITCHENBREAKFAST
5'-7
"10
'-2 1
/2"
15'-0
1/2
"9'
-6" T
O O
UTSI
DE
OF
KNEE
WA
LL
4'-0 1/2" TOKNEE WAL 3'-7 1/2"
9'-1" 3'-4"
3'-4"
4'-7"10'-5 1/4"
2'-0"
1'-5
5/8
"
+/- 6
'-5 1
/2"
20'-1
1/2
"
AC
CES
SD
OO
R24
" X 3
0"
CL CL
CLCL
2'-5
"
RAISED BAR
DWBELOW
SINK
RANGE
REFRIG.
+/- 8'-6 1/4"
OPTIONAL:WINDOWS
AT BLDG. ENDWALL ONLY
1'-9
"5'
-3"
6" X6"PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
HW
B
B
11
18
15
16
14
12
13
17
2" X 4"KNEE WALL
2" X 6"KNEE WALL
FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRSD ABOVE
5
3AOR3B
OR3C OR
4" STEPMIN.
3ASIM.
3ASIM.
4B
6
5
6
2
1
CL
1'-2"2'-5 1/2"3'-10 1/2"
CL
1'-4 1/4"
4'-6
3/8
"
HVAC UNIT
1'-2
"
9'-4
"13
'-10
1/2"
BRICK LINTELABOVE BYENGINEERSL
OPE
TO
DRA
IN
RAISEDPLATE HT.AS REQ'D.
36"MAX.
3D
A3.21
A3.22
A
SINGLE HUNGWINDOW
4'-0
" R.O
.
3'-0" R.O.
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
+/- 3'-0"R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
B
4'-1
1 1 2"
U.D
.
2'-5 12"U.D.
2'-6" R.O.
5'-0
" R.O
.
SINGLE HUNGWINDOW
C
2'-11 12"U.D.
3'-1
1 1 2"
U.D
.
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
FOYERKITCHEN
POWDER ROOMLIVING ROOM
BREAKFAST AREACOAT CLOSETS
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
VINYLVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 1 38" 4'-0" 6'-8" 7
23
WOOD
456789
10
TYPE
A
WOOD1 38" 4'-0" 6'-8" 7A
1 38" 2'-6" 6'-8" 7B1 38" 2'-6" 6'-8" 7B
1 38" 2'-0" 6'-8" 7B
1 38" 2'-4" 6'-8" 2FHC WOOD/COMP B
WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP B5'-0" 6'-8" 7A 1 38"
WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B
WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
WOOD
WOODWOOD
WOODWOOD
INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
HARDWARE SETS:SET #1: ENTRY DOOR LOCKSET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOPSET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: PASSAGE LOCKSET: BUTTS, STOP WITH DEADBOLT, SELF-CLOSING, SELF-LATCHINGSET #6: TRACKS PER MFG.SET #7: PASSAGE LATCHSET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WEHRE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD AND BRICKMOULD (AS APPLICABLE)
INTERIOR DOUBLESWING DOORRAISED PANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE
DOOR TYPE: D
GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS
DOOR TYPE: E
INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL
DOOR TYPE: F
EXTERIOR INSULATEDSWING DOORW/ TRANSOM
DOOR LEGEND:
8'-0
" U.D
.
4"12
"6'
-8" U
.D.
+/- 6
'-8" U
.D.
+/- 6'-0" U.D. 9'-0" U.D.
7'-0
" U.D
.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP
POWDER
BATH #1BATH #2
LIGHT3 LAMP- 24"
MIRROR
24"42"36"
24"42"36"
25" W/6" BANJO43"
WALL TO WALL, V.I.F.5 LAMP- 36"3 LAMP- 24"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
3'-0
"1'
-6"
3'-6
"1'
-0"
OPEN
3'-6
"
9'-0
"
9'-0
"
SEEDETAIL
A4.1
SEE DETAILA4.1
ATTICACCESS22 14" X 32"
SHEL
F &
RO
D- 6
6"S
& R
- 84"
& 4
2"
4 SHELVES36",48",60",72"
LIN.
BEDROOM #1
BEDROOM #2
CL.
CL.
BATH#2
SHEL
F &
RO
D- 6
6"
CL.
CL.
WASH
DRYER
2 SH
ELV
ES54
" & 6
6"
BATH#1
2" X 6"WALL
4'-6 1/4"4'-4"
37'-6
"
6"
7'-9 3/4"10'-0 1/2"
2'-4 1/2"
12'-3
3/4
"2'
-4 1
/2"
+/- 1
1'-1
1"6'
-2 1
/2"
4'-8
1/4
"2'-4 1/2"15'-0 1/4"
15'-0 1/4"
7'-3
5/8
"7'
-4 5
/8"
5'-6
"5'
-6"
11'-9
3/4
"3'-2"3'-6"10'-8 3/4"
3'-1"7'-7 1/4" 3'-1"
6'-8 1/2"
+/- 3
'-6"
3'-7 1/2"
CUT FLOOROF CLOSETFOR STAIR
HEAD HT. ASREQ'D.
DN
4:12
SL.
LINE OF WALLBELOW
+/- 1
0'-3
" STA
IR R
OUG
H O
PEN
ING
9'-0
1/2
"
LA
S &
R- 8
4" &
42"
CL CL
CLCL
3'-4"
9'-0"
WINDOW ATHIP ROOF ONLY
4:12
SLO
PE 4:12 SL.
1'-9
"
3'-1"
1
TUB/SHOWER42" X 60"
TUB/
SHO
WER
30" X
60"
OPTIONAL:WINDOWS ATBLDG. ENDWALL ONLY
1
A A
B
AC
2
3
45
6
7
8
9
10
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
1
1
2
5
5
1
2
11
+/- 2'-7"V.I.F. 30" MIN.
LAUNDRY ROOM NOTE:ALLOW FOR MIN. CLEAR OF 4"
FOR WASHER (MODEL NO.GTW18OSC) AND DRYER
(MODEL NO. GTX22EAS) FROMFINISHED PLUMBING WALL TOBACK OF APPLIANCE. BASED
ON SPECS PROVIDED BYCLAY HOUGH ON
9/ 9/ 16A3.2
1A3.2
2
LINE OF AHUABOVE
1'-4
"IN
SID
ED
IM.
1112131415161718
WOOD1 38" 2'-0" 6'-8" 2FHC WOOD/COMP B
1 38" 2'-6" 6'-8" 7B
1 38" 2'-0" 6'-8" 7B2'-0" 6'-8" 7B 1 38"
1 34" 6'-0" 6'-8" 4GLASS/ALUMINIUM/VINYL ALUMINIUM/VINYLC TEMPERED GLASS2" 9'-0" 7'-0"INSULATED METAL METALD
METAL 3'-0" 6'-8" METAL/WOODE 1 34" 20 MINUTE RATED DOOR/FRAME
6
5METAL 11 34" 3'-0" 6'-8" ALUMINIUM/GLASSF EXTERIOR SWING W/ TRANSOM ABOVE
FHC WOOD/COMPFHC WOOD/COMPFHC WOOD/COMP
NONEWOODWOOD
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
EXTERIOR GARAGE DOOR
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGSFOR SMALL AND LARGE MISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TOTHE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPONFINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADINGCOEFFICIENTS, 78TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72"ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGS THAT WILL NOTALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICESAPPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.24
UNIT EBUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
LINE OF EAVEABOVE
RAISED BAR
DWBELOW
RANGE
REFRIG.
KITCHEN
DININGROOM
LIVING ROOM
FOYER
STORAGE
PDR
PAN.
CL.
13'-1
0 3/
4"8'
-10
1/2"
6'-1
1"11
'-3 1
/4"
37'-6
"
4'-4 1/4"13'-6"
13'-9 1/4" 3'-7 1/2"
4'-4
"11
'-9 1
/2"
7'-5
3/4
"13
'-10
3/4"
44'-6
"
2'-4 1/2"
3'-0" 7'-0 1/2" 3'-8 3/4"
2'-4
1/2
"
UP
15 T
, 16R
ELEC.PANEL
8'-0
"
8'-0"
7'-2 1/4"10'-8"
CONC.PATIO
17'-10 1/4"
7'-0
"
LINE OFSLOPEDCEILINGABOVE
3'-5
1/2
"
4'-3
1/4
"7'
-0"
CL CL
CLCL
7'-4
1/2
"22
'-3 3
/4"
3'-6
1/2
"
OPTIONAL:WINDOW AT
END WALLOF BLDG. ONLY
7'-1
"
LET BEAMINTO WALL
ABOVE
SINK
7'-1 1/4"
5 1 2"
COV'D.PORCH 4'
-0" T
OC
ON
C.
13
12
15
17
2'-8"
B
B
10
11
14
16
6" X 6"PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
HW
SHEL
F&
RO
D-
66"
FLOORDRAIN
3A
6
6
5
4A
2
1
D
ABOVE
FURR OUTWALL ASREQ'D. SOAS NOT TOREQ.SPRINKLERSUPSTAIRS
5
SLO
PE T
OD
RAIN
4" STEPMIN.
BRICK LINTELABOVE BYENGINEER
+/- 3
'-5"
1'-8
1/2
"3'-4"
POST ASREQ'.D FORBEAMABOVESEE STRUCT.
3'-4"
6'-2 1/4"
CL
36"MAX.
A3.31
A3.32
A3.33
A
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
+/- 3'-0"R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
B
4'-1
1 1 2"
U.D
.
2'-5 12"U.D.
2'-6" R.O.
5'-0
" R.O
.
SINGLE HUNGWINDOW
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
FOYERKITCHEN
POWDER ROOMLIVING ROOMDINING ROOM
HW CLOSETCOAT CLOSET
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPET
VINYLVINYL
CARPETVINYLVINYL
CARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
MR GWB OR BACKER
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
FINISH
PTDPTDPTD
PTD
PTD
PTDPTD
PTD
PTD
PTD
PTD
PTDPTD
LINEN CLOSET CARPET GWB GWBPTD PTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
11121314151617 1 38" 6'-0" 6'-8"C
1 38" 2'-0" 6'-8" 7B2'-0" 6'-8" 2B 1 38"
4
METAL
ALUMINIUM/VINYL TEMPERED GLASS
1 34" 3'-0" 6'-8"
INSULATED METAL METAL
F3'-0" 6'-8"1 34"
15
GLASS/ALUMINIUM/VINYL
62" 9'-0" 7'-0"D
METAL/WOODE
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
1 1 38" 4'-0" 6'-8" 723456789
10
TYPE
A
WOOD1 38" 3'-6" 6'-8" 7A
1 38" 2'-0" 6'-8" 2WOODB1 38" 2'-6" 6'-8" 7WOODB
1 38" 2'-0" 6'-8" 7WOODB
1 38" 2'-0" 6'-8" 2FHC WOOD/COMP B
WOOD1 38" 2'-0" 6'-8" 7FHC WOOD/COMP B4'-6" 6'-8" 7WOODA 1 38"
WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B
WOOD1 38" 2'-6" 6'-8" 3FHC WOOD/COMP B
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
FHC WOOD/COMPFHC WOOD/COMP
WOODWOOD
ALUMINIUM/GLASS
METAL
FHC WOOD/COMPFHC WOOD/COMP
WOODWOOD
WOOD1 38" 2'-0" 6'-8" 7BFHC WOOD/COMPEXTERIOR GARAGE DOOR
20 MINUTE RATED DOOR/FRAMEEXTERIOR SWING W/ TRANSOM ABOVE
INTERIOR DOUBLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR DOUBLE SWING DOOR
INTERIOR DOUBLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
HARDWARE SETS:SET #1: ENTRY DOOR LOCKSET: 1" THROW DEADBOLT, BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOPSET #2: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, (CHROME INTERIOR), RIGID STOPSET #3: PRIVACY LOCKSET: EMERGENCY ACCESS, BUTTS, STOP, RIGID STOPSET #4: SLIDING DOOR LOCKSET: NOT KEYEDSET #5: PASSAGE LOCKSET: BUTTS, STOP WITH DEADBOLT, SELF-CLOSING, SELF-LATCHINGSET #6: TRACKS PER MFG.SET #7: PASSAGE LATCHSET: BUTTS, STOP
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZEAND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TOPURCHASING4. PROVIDE TEMPERED GLASS WEHRE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANT THRESHOLD AND BRICKMOULD (AS APPLICABLE)
INTERIOR DOUBLESWING DOORRAISED PANEL
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR SLIDING GLASSDOOR SEE PLANFOR OPERABLE SIDE
DOOR TYPE: D
GARAGE DOOR INSULATEDMETAL, DP RATING TO MATCHWINDOWS
DOOR TYPE: E
INTERIOR SINGLE20 MINUTE RATEDSWING DOORRAISED PANEL
DOOR TYPE: F
EXTERIOR INSULATEDSWING DOORW/ TRANSOM
DOOR LEGEND:
8'-0
" U.D
.
4"12
"6'
-8" U
.D.
+/- 6
'-8" U
.D.
+/- 6'-0" U.D. 9'-0" U.D.
7'-0
" U.D
.
MIRROR AND VANITY SCHEDULEROOM NAME VANITY VANITY TOP
BATH #1BATH #2
LIGHTMIRROR
36"42"
36"42"
37" W/ 6" BANJO 3 LAMP- 24"43" 5 LAMP- 36"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
POWDER 36" 36" WALL TO WALL, V.I.F. 3 LAMP- 24"OPEN
3'-6
"5'
-6"
9'-0
"
SEE DETAILA4.1
3'-6
"
SEEDETAIL
A4.1
9'-0
"
DRYER
ATTIC ACCESS22 14" X 32"
BEDROOM #1
BEDROOM #2 BATH#2
SHEL
F &
ROD
- 66"
CL.
CL.
BATH#1
2" X 6"WALL
9
8
6
4
53
7
1
2
A3'-10 3/4"10'-0"
37'-6
"
AA
3'-6 3/4"5'-9 1/2"
13'-2
1/4
"15
'-1 3
/4"
9'-2
"
6'-1
0 3/
4"6'
-3 1
/2"
5'-6
"5'
-9 1
/2"
13'-0
1/4
"3'-6"10'-2 1/4"
3'-6 1/2"6'-11 1/4"
6'-11"
DN
+/- 1
1'-1
" STA
IR R
OUG
H O
PEN
ING
LA.
S &
R- 8
4" &
42"
CL CL
CLCL
3'-11 1/2"
WINDOW ATHIP ROOF ONLY
WIC
SHELF & ROD- 66"
8'-6"
13'-9 1/4"
WASH
LIN. 2'-3
1/2
"10
'-10
3/4"
4:12
SL.
LINE OF WALLBELOW
6:12 SLOPE
A
B
OPTIONAL:WINDOW ATEND WALLOF BLDG.ONLY
2'-0
1/2
"
3'-8 1/2"
2'-4 1/2" 15'-0 1/4"
TUB/SHOWER42" X 60"
TUB/ SHOWER30" X 60"
4 SHELVES36",48",60",72"
3AOR3B
OR3COR3D
3AOR3B
OR3COR3D
2
1
2
1
1
1
1
4'-1
3/4
"
5'-10 1/2"11'-6 1/4"
A3.31
A3.32
3'-7"
+/- 4
'-0 3
/4"
A3.33
ALIGN EAVES, SEE SECTIONADJUST O.H. AT GARAGEAS REQUIRED.
LINE OF AHUABOVE
1'-4
"IN
SID
ED
IM.
SET HEAD HEIGHT OFWINDOWS AT 7'-0" A.F.F.,
SEE EXT. ELEVATIONS
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACTRATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDINGINSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDINGUPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORETHAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGSTHAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.25
UNIT KBUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE B, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
COVEREDPATIO
ENTRY
LAUNDRY
DININGROOM
BATH#1
CLOSETBEDROOM
#1
KITCH.
OPENSHELVES
TUB/SHOWER42" X 60"
STORAGE
LIVING ROOM
RAIS
ED B
AR
CL.
SIN
K
SHELVESW/CABBELOW
DW
BELO
W
ENTRYHW
RANGE
REFRIG.
WC
UP 16 T, 17R
S & R - 42" & 84"
VINYLRAILING
S & R - 66"
A3.13
A3.12
FLOORDRAIN, SEEPLUMBINGENG. FORMORE INFO.
PAN.CAB.
WA
SHD
RYER
CL
HVACRETURN
A
A
A
5
1
2
3
46
7
89
2'-3"
13'-8 3/4"
4'-5
3/4
"7'
-7 1
/2"
12'-1
1"12
"
11'-10 1/4" 12" 11'-7 1/2" 12"
6"6"
CL
2'-8 1/4" 3'-1 3/4"
3'-3
"7'
-6"
1'-6
"
16'-0
1/2
"
1'-6" 4'-6" 2'-3"
4'-0
"10
'-1"
3'-9
1/2
"
6'-0
3/4
"
CL
3'-9
1/2
"
20'-6"6'-9 1/4"
CL11
'-2"
10'-6"
20'-1
3/4
"
6'-0"16'-3 1/4"
2'-5 1/2"TO PRHT
WALL
5'-11 1/2"
3'-6
"
12'-10 1/2" 5'-4 1/4"
6'-6 1/2"
11'-8
3/4
" TO
PRHT
WA
LL6'
-9 3
/4" T
O P
RHT
WA
LL2'
-0"
3'-7
3/4
"11
'-9 1
/4"
3'-9"(40" MIN.)
6'-6 1/2"
37'-2
1/4
"
A
2'-0
"
5'-6"6"
5'-9 1/2"
ELEC. PANEL(2"X6" WALL)
A3.13
4A
5
TYP
56
TYP
6
TYP
1
TYP
2
D
ABOVE
1
18"MIN.CLR.
36"
MIN
.C
LR.
18"
MIN
.
1'-5 1/2"
36"M
IN.
A
4'-1
1/2
"
1'-3" 5'-3 1/2"
20'-4
3/4
"
6"
CL
CL
CL
CL
6" X6"PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
4A
3A 3B 3C 3DOR OR OR
1
TYP
1'-6"
2" X 6"KNEE WALL
2" X 4"KNEE WALL
6"
A
CL
4A
CANT. ABOVE
+/- 6'-0 1/2"
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
+/- 3'-0" R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
A
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICE APPROVEDFOR EMERGENCY ESCAPE)
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
LIVING ROOMDINING ROOMCOAT CLOSET
STAIRWAYBEDROOMS
BATHROOMSCLOSETSLAUNDRY
VINYL
CARPETVINYL
CARPETVINYL
CARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
MR GWB OR BACKER
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR TYPE: A
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: B DOOR TYPE: C
8'-0
" U.D
.
6'-8
" U.D
.4"
12"
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLYMUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)6. SEE STRUCTURAL ENGINEERING DRAWINGS FOR WINDOW &DOOR HEADER SIZING, TYP.
HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP
SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP
SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP
SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE PATIO DOOR LOCK SET:
NON-KEYED LATCH LOCKSET, LEVER HANDLE,BUTTS, STOP, RIGID STOP
SET #6: ENTRY PASSAGE SET: BUTTS, STOP WITH DEADBOLT(AT STORAGE UNIT ONLY)
EXTERIORINSULATEDOUTSWING DOOR
DOOR TYPE: D
EXTERIOR STEEL INSULATEDSWING DOOR W/GLASSTRANSOM, BASED ONTHERMATRU 6 PANEL
EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING
ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE
BATH #1 42" 42" 43" W/ 6" BANJO 5 LAMP- 36"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
3'-6
"
3'-0
"1'
-6"
3'-6
"1'
-0"
9'-0
"
OPEN
3'-0
"1'
-6"
3'-6
"1'
-0"
9'-0
"
3'-6
"
OPEN
9'-0
"
FIRST FLOOR/ TYPE B LAYOUT SECOND FLOOR LAYOUT
SEE DETAILA4.1
SEEDETAIL
A4.1
COVEREDPATIO
LAUNDRY
DININGROOM
BATH#1
CLOSET
BEDROOM#1
KITCH.
OPENSHELVES
PAN.
TUB/SHOWER42" X 60"
STORAGE
LIVINGROOM
HVACRETURN
REFRIG.
RANGE
WC
DN
S &
R -
66"
S & R - 42" & 84"
S & R - 66"
4 SHELVES36",48",60",72"VINYL
RAILING
RAIS
ED B
AR
SIN
KD
WBE
LOW
ATTICACCESS
(20 MIN.)
LINE OFCATHEDRAL
CEILINGBREAK ABOVE
LINE OFCATHEDRAL
CEILINGBREAK ABOVE
LINE OF CEILINGBREAK ABOVE
A3.13
A3.12
FLOORDRAIN
HW
WA
SHD
RYER
13
10
1112
14
16
A
A
AA
A
A
A
A
TRUSS MFG. TO COORD.CATHEDRAL CLG. ABOVE
W/ EXTERIOR ROOF SLOPEELEC.
PANEL
2'-3"
13'-8 3/4"
5'-3
3/4
"7'
-11"
9'-7
1/2
"
7'-0
1/2
"7'
-6"
16'-0
1/2
"
1'-6" 4'-6" 2'-3"
4'-0
"10
'-1"
6'-0
3/4
"
20'-6" CL
6'-9 1/4"
CL
10'-4
"
10'-6"
20'-1
3/4
"
6'-0"
16'-3 1/4" 2'-5 1/2"
3'-6
"
+/- 11'-8"
+/- 5'-4 1/4" 6'-6 1/2"
12'-4
1/4
" TO
PRHT
WA
LL+/
- 6'-1
0 3/
4"TO
PRH
T W
ALL
2'-0
"3'
-4 1
/2"
3'-10"(40" MIN.)
6'-6 1/2"
37'-2
1/4
"
1'-6"
1'-3" 5'-3 1/2"
20'-1
1/2
"
6"
12'-0
1/2
"
47"
3'-11 1/2"
4'-0
"
2'-7"1'-5"
1'-6
"
+/- 6'-6 3/4"
CL
CL
CL
13'-1 1/2"
3'-7 3/4"6'-1 1/2"
CLCL17'-10 1/4"
3'-3 1/4"
CL
8'-7 7/8"
CL
CL3A 3B 3C 3DOR OR OR
3AOR3B
OR3COR3D
6
TYP
5
TYP
LINE OFDROPPED
CLG.ABOVE
1
PRHTWALL
6
2
5
1 1
+/- 2
5 1 2"
+/-25 12"
+/- 4
'-8 3
/4"
TO P
RHT
WA
LL
2" X 6"KNEEWALL
2" X 4"KNEEWALL
154'-1
1/2
"
6"
A
CL
5 5
+/-6'-0 1/2"
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAMEHARDWARE NOTES
TYPE
12 6'-8"B 1 38"
2'-10" 6'-8"
GLASS/ALUM/VINYL ALUM/VINYL
B 1 38"
W/TRANSOM. ADA THRESH.
4FHC WOOD/COMP WOOD
34567
89
10
11
B 6'-8"1 38"3
45GLASS/ALUM/VINYL ALUM/VINYLC
1
TEMPERED GLASS, ADA THRESHOLD6'-8"B 1 38"
2FHC WOOD/COMP
WOODFHC WOOD/COMP
6'-8"1 38"3'-0" 6'-8"D 1 34"
6'-8"A 1 34"
FHC WOOD/COMP 2'-10" 6'-8"B 1 38"6
WOOD
FHC WOOD/COMP WOOD2'-10"2'-10"3'-0"
WOOD
METAL METAL
3'-0"4
1312
141516
46'-8"B 1 38"FHC WOOD/COMP WOOD2'-0"
6'-8"B 1 38" 4FHC WOOD/COMP WOOD2'-0"6'-8"B 1 38" 4FHC WOOD/COMP WOOD3'-0"
6'-8" 63'-0"DMETAL METAL
GLASS/ALUM/VINYL ALUM/VINYL W/TRANSOM. ADA THRESH.16'-8"A 3'-0"
6'-8"B 1 38"FHC WOOD/COMP WOOD 32'-10"B 6'-8"1 38" 2FHC WOOD/COMP 2'-0" WOOD
5GLASS/ALUM/VINYL ALUM/VINYLC TEMPERED GLASS, ADA THRESHOLD6'-8"1 38"
1 34"
1 34"
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
EXTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
EXTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
3'-0"
3'-0"
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996IMPACT RATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THEBUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARYDEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVEBEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FORADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR ANDMORE THAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS ORFIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETERSPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE,U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN - FHA OR TYPE B
1A1.26
UNIT FL-1BUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3
SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
COVEREDPATIO
ENTRY
LAUND.
DININGROOM
BATH#1
CLOSETBEDROOM #1
KITCH.
STORAGE
LIVING ROOM
RAIS
ED B
AR
CL.
1
A
2
A
A
6
3
9
4
7
8
ENTRY
HW
3'-6
"
16 T, 17RUP
S & R - 66"
2 SH
ELV
ES54
" & 6
6"
A
S & R - 66"
VINYLRAILING
S & R - 66"
ELEC. PANEL(2"X6" WALL)
4A
4A
6
TYP
5
TYP
5
TYP
6
TYP
1
TYP
2
DABOVE
FLOORDRAIN
1
1
SEEENLARGEDPLAN FOR
ADACLEARANCES
18"MIN.CLR.
12'-0 1/2" 8'-5 1/2"
12'-3
"
8'-5
1/4
"7'
-2 1
/2"
3'-1
"
8'-0
"
+/- 5'-7" 2'-7 3/4"
+/-20"
6'-6 1/2"
4'-8
1/2
"10
'-8 1
/2"
5'-4
1/4
"
A
4'-2"(40" MIN.)
CL
CL
6" X6" PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
18'-2 3/4"
8'-9
3/4
" TO
PRH
T W
ALL
3'-8
3/4
"
12'-6
1/2
"
8'-0
"
54'-1
1/2
"
6"
A
CL
4A
5
3A 3B 3C 3DOR OR OR
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
+/- 3'-0"R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
A
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)
5'-0
" R.O
.
NOTES:
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
LIVING ROOMDINING ROOMCOAT CLOSET
BEDROOMBATHROOM
CLOSETSLAUNDRY
VINYL
CARPETVINYL
VINYLCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
MR GWB OR BACKER
FINISH
PTDPTD
PTDPTD
PTD
PTD
PTD
PTDPTD
FINISH
PTDPTD
PTDPTD
PTD
PTD
PTD
PTDPTD
CARPET
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
INTERIOR DOUBLESWING DOORRAISED PANEL
EXTERIOR INSULATEDSWING DOORW/ TRANSOM
DOOR TYPE: EDOOR TYPE: A
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: B
8'-0
" U.D
.
6'-8
" U.D
.4"
12"
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLYMUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)
HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP
SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP
SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP
SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE PATIO DOOR LOCK SET:
NON-KEYED LATCH LOCKSET, LEVER HANDLE,BUTTS, STOP, RIGID STOP
SET #6: ENTRY PASSAGE SET: BUTTS, STOP WITH DEADBOLT(AT STORAGE UNIT ONLY)
EXTERIORINSULATEDOUTSWING DOOR
DOOR TYPE: DDOOR TYPE: C
EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING
ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE
BATHROOM 42" 42" 43" 5 LAMP- 36"
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
OPEN 3'-6
"
2'-1
0"
3'-0
"
OPEN
1'-6
"3'
-6"
12"
30"CLEARMIN.
4 EQUAL
2'-1
0"
4 EQUAL
30"CLEAR MIN.
ADJUSTABLEOPENSHELVING ONSTANDARDS
ADA(LOW)WORKSURFACE
3'-0
"
OPEN
30" CLR.MIN. FOR
SINK
PROVIDE ADACLEARANCESAND INSULATEWASTE AND HW LINES
ALTERNATE MICROWAVELOCATION, PROVIDE
POWER AT TIME OF CONST.
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAME HARDWARE NOTES
TYPE
12
6'-8"1 38"
6'-8"
GLASS/ALUM/VINYL ALUM/VINYL
B 1 38" 4
3456789
B 6'-8"1 38" 3
6
6'-8"1 38" 4
FHC WOOD/COMP
WOOD4'-0"AFHC WOOD/COMP
6'-8"1 38"6'-8"1 38" 3'-0"D
E 6'-8"1 38"
FHC WOOD/COMP WOODWOOD
METAL METAL
3'-0"
HINGES TO ALLOW DOOR SWING =/> 90°
1GLASS/ALUM/VINYL ALUM/VINYL W/TRANSOM, ADA THRESH.E 3'-0"
GLASS/ALUM/VINYL ALUM/VINYLC TEMPERED GLASS, ADA THRESHOLD5
HINGES TO ALLOW DOOR SWING =/> 90°
3'-0"3'-0"
B 6'-8"1 38" 2FHC WOOD/COMP WOOD3'-0"
B 6'-8"1 38" 4FHC WOOD/COMP WOOD2'-10"
1 W/TRANSOM, ADA THRESH.
3'-0"
SINK
DWBELOW
WASH
DRYER
RANGE/OVEN BELOW
REFRIG.
FS-230" X 48"
PARALLELAPPROACH
RANGE
FS-160" DIAMETERCLEAR FLOOR
SPACE INCLUDINGCLEARANCE UNDER
ROD/SHELVES
FS-430" X48" MIN.
LAV.12"
MIN
.C
LR.
IN-WALLREINFORCEMENTREQUIRED FORFUTURE SIDE WALLGRABBARS,SEE 1/A1.30 FORADDITIONALINFORMATION
FS-230" X 60"
PARALLELAPPROACH
FS-160" DIA.CLEARFLOORSPACE FS-3
60" X56" MIN.TOILET
42" WIDEWALL (30" MINCLEAR HUNGVANITYW/12"DRAWERS @WALL SIDE ,BLOCK AS REQ'D.
18" M
IN.
TO E
DG
EO
F LA
V.
FS-566" X60"LAV/WCOVERLAP
EXCEPTION
FS-330" X48" PARALLEL
FS-130" X48" PARALLEL
FS-2T-SHAPED
TURN AROUND
FS-460" X 48" LATCH
APPROACH
40" C
LR. M
IN.
4'-2" (40" CLR MIN.)
FS-530" X 48" PARALLEL
APPROACHREFRIG/FREEZER
(OFFSET 24")
FS-130" X 48" FRONT
APPROACHWORKSURF./OVEN
34" HIGH COUNTERAT WORKSURFACE,CONT. TO RANGEWITH ADJUSTABLESTORAGE SHELVESABOVE
FS-4T-SHAPED
TURN AROUND(DOES NOT
INCLUDEAREA UNDER
WORKSURFACE)
FS-4T-SHAPED
TURN AROUND
FS-330" X 48" FRONT
APPROACHSINK/ ADJ. SIDEAPPROACH DW
16" -
18"
MIN
.TO
WC
HW
A1.26a3
A1.26a3
ADA TUB/SHOWERW/REMOVABLESEAT (30" X 60")
CO
NTR
OL
END
WA
LL HEA
DEN
D W
ALL
34" HIGH COUNTERAT SINK, 36" WIDE
OR REDUCEDHEIGHT COUNTER
W/ ADA DISHWASHER
SEE 2/A1.30 FORAPPLIANCEACCESSIBILITYREQUIREMENTS
18" MIN.CLR.
FS-560" X 48" LATCH
APPROACH
+/- 8
'-9 3
/4"
+/- 8'-11"
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACTRATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDINGINSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDINGUPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORETHAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGSTHAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.26a
UNIT FL-1 ADABUILDING
PLANS
SCALE: 12" = 1'-0"ENLARGED ADA CLEARANCE PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3
SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
ENTRYUP 16 T, 17R
TUB/SHOWER42" X 60"
BEDROOM #1
BATH#1
CL.
CL.
BEDROOM#2
COVEREDPATIO/
SUNROOMDININGROOM
LIVINGROOM
LAUND.
KITCH.(SEE 2NDFLOOR
FOR DIMS)
RAIS
ED B
AR
HVACRETURN
SIN
K
DW
BELO
W
SHELVESW/CABBELOW
BATH#2
CLOSET
TUB/SHOWER42" X 60"
1
2
3
9
4
5
8
67
11
A
A
WA
SHD
RYER
RANGE
REFRIG.
HW
WC
WC
5'-9
"
5'-5
1/2
"6'
-3"
21'-9
"
3'-9
1/2
"
9'-0
"
1'-6
"7'
-6"
6'-3
"
32'-9
"10
'-10
1/4"
11'-3"
5'-1
0 3/
4"4'
-11
1/2"
5'-3
"12
'-2 1
/2"
16'-2 1/2" 6'-9 1/4"
CL
3'-9
"
11'-8
1/2
"
5'-0
1/2
"
20'-1
1/2
"
2'-6
"
3'-3
3/4
"
9'-3
" KN
EE W
ALL
TO K
NEE
WA
LL3'
-3 3
/4"
2'-3
"
8'-1
1 2"
7'-0
1/2
"18
'-1 1
/2"
11'-7
1/2
"4'
-9 3
/4"
14'-4 1/2"
8'-4 1/2"
2'-4 1/2"
6'-2 1/2" 5'-0 1/2" 6'-0 1/4" 8'-4 1/4"
2'-8 3/4"
8'-10 3/4"
5'-1 1/4"
CL
S &
R -
66"
S & R - 42" & 84"
S &
R -
42" &
84"
S &
R -
66"
S & R - 66"
2 SH
ELV
ES 5
4" &
66"
10
2'-0
"
5'-6" 13'-3 5/8" 5'-6" 8'-11 1/8"
2'-0
"2'
-5 3
/4"
6"
ELEC. PANEL(FURR-OUTEXTERIORWALL ASREQ.D)
A3.24
A3.23
4A
6
TYP
5TYP
5
TYP
5
TYP
1
TYP
1D
ABOVE
1
1
1
1
18"MIN.CLR.
36" C
LRM
IN.
36" C
LRM
IN.
40" MINCLEAR
18"
MIN
.
36"M
IN.
4B
ENTRY
LINE OF ENLARGED CLOSETABOVE, FIELD FRAME NEWFLOOR W/ 2" X 8" AT 16" O.C. TOMAINTAIN 80" CLEAR HEADHGT., V.I.F.
+/- 8'-11"
A
A
6" X6"PT POST 6" X6"
PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D2" X 6" PRHT
WALL, SEEDETAIL 17/A4.1
2" X 4" PRHTWALL, SEE
DETAIL16/A4.1
PANTRYCABINET
6"
6"
18"MIN.
1
TYP
41'-7
1/4
"
CLCL
34'-2 3/4"
CL
CL
4'-6
"
4A36"
MIN
. CLR
.
9'-9"1'-6"
3A 3B 3C 3DOR OR OR
9'-8
1/2
"
VINYLRAILING
A
CL
2'-3
"
4A
6"
FD(SEE ENG.DWGS)
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
+/- 3'-0"R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
A
SINGLE HUNG WINDOW(EGRESS W/OPENING LIMITINGDEVICE APPROVED FOREMERGENCY ESCAPE)
B
4'-1
1 1 2"
U.D
.
2'-11 12"U.D.
2'-6" R.O.
5'-0
" R.O
.
SINGLE HUNGWINDOW
CARPET
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
LIVING ROOMDINING ROOMCOAT CLOSET
STAIRWAYHALLWAY
BEDROOMSBATHROOMS
CLOSETSLAUNDRY
VINYL
CARPETVINYL
VINYLCARPETCARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
CARPET AT 2ND FLOOR
MR GWB OR BACKER
FINISH
PTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
FINISH
PTDPTD
PTDPTD
PTDPTD
PTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
# MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAME HARDWARE NOTES
TYPE
12 6'-8"1 38"
2'-10" 6'-8"
GLASS/ALUM/VINYL ALUM/VINYL
A 1 38" 43FHC WOOD/COMP WOOD
3456789
10
11
6'-8"1 38" 2
32
GLASS/ALUM/VINYL ALUM/VINYLB
6'-8"1 38"
3'-0" TEMPERED GLASS, ADA THRESHOLD
6'-8"1 38" 2
FHC WOOD/COMP
WOOD
2'-10" 6'-8"1 38"
FHC WOOD/COMP
WOOD2'-10" 6'-8"1 38"FHC WOOD/COMP WOOD
6'-8"1 38"
6'-8"1 38"
6'-8"
C
1 38"
FHC WOOD/COMP 6'-8"1 38" 4WOOD
FHC WOOD/COMP WOOD2'-10"2'-10"
2'-0"
WOOD5
3'-0" 1
FHC WOOD/COMP
12
6'-8"1 38"
13
6'-8"1 38"
14
6'-8"1 38" 4WOODFHC WOOD/COMP 2'-0"
FHC WOOD/COMP WOOD 4
FHC WOOD/COMP 4WOODFHC WOOD/COMP WOOD 4
3'-0" ALUM/VINYL W/ TRANSOM. ABOVE ADA THRESH.1
AA
A
AA
AA
AA
A
2'-10"3'-0"
2'-0"2'-0"
15
161718192021
W/ TRANSOM. ABOVE ADA THRESH.
42'-10" 6'-8"FHC WOOD/COMP WOODA 1 38"
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
GLASS/ALUM/VINYL C
6'-8"1 38" 3WOODFHC WOOD/COMP 2'-10"A6'-8" 2WOODFHC WOOD/COMP 2'-0"A 1 38"
GLASS/ALUM/VINYL ALUM/VINYLB TEMPERED GLASS, ADA THRESHOLD6'-8"1 38" 5
6'-8"1 38" 3WOODFHC WOOD/COMP 2'-10"A
6'-8"1 38"FHC WOOD/COMP WOOD 4A 3'-0"6'-8"1 38"FHC WOOD/COMP WOOD 4A 2'-0"
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOOR
3'-0"
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLYMUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR INSULATEDSWING DOOR W/ TRANSOM
8'-0
" U.D
.
6'-8
" U.D
.4"
12"
HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP
SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP
SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP
SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE PATIO DOOR LOCK SET:
NON-KEYED LATCH LOCKSET, LEVER HANDLE,BUTTS, STOP, RIGID STOP
EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING
ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE
48" 48" 49" W/6" BANJO 5 LAMP- 36"BATH #1
48" 48" 49" W/6" BANJO 5 LAMP- 36"BATH #2
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
SECOND FLOOR LAYOUT
3'-6
"
OPENSEE DETAIL
A4.1
3'-0
"1'
-6"
3'-6
"1'
-0"
9'-0
"
DN
BEDROOM#1
BATH #1
CL.
BEDROOM #2
DININGROOM
LIVINGROOM
LAUN.
KITCH.
HVACRETURN
PAN.
SHELVESW/CABBELOW
BATH#2
CLOSET
TUB/SHOWER42" X 60"
CL.
12
13
14
19
20
15
16
21
1718
A
A
WA
SHD
RYER
RANGE
REFRIG.
HWWC
WC
12'-2
1/2
"
6'-2" 2'-3 1/2"
2'-9"
5'-11 1/4"
7'-0
1/2
"
3'-9
"
S &
R -
66"
S & R - 42" & 84"
S &
R -
42" &
84"
S &
R -
66"
S & R - 66"
S &
R -
66"
4 SH
ELV
ES36
",48"
,60"
,72"
ATTICACCESS
(20 MIN.)
3'-9
1/2
"
COVEREDPATIO/
SUNROOM
3'-1
3/4
"
2 SH
ELV
ES54
" & 6
6"
4'-6
"3'
-1 3
/4"
2'-3
"
1'-5 1/2"
BB
11'-3" 15'-0 5/8" 7'-11 1/8"
CL
ELEC. PANEL(2"X6" WALL)
LINE OFCLG.
BREAKABOVE
LINE OF CATHEDRALCEILING BREAK ABOVE
A3.24
A3.23
5TYP
56TYP
TYP
5
TYP
1
TYP
2
FD
13'-3
1/2
"7'
-9 1
/2"
5'-1
3/4
"3'
-6"
5'-1
1/2
"6'
-9"
16'-2 1/2" 6'-9 1/4"
6'-6 1/2"
11'-3" 14'-6 1/2"
10'-9 1/4"6'-6"
11'-8
1/2
"
5'-9
"20
'-1 1
/2"
TUB/SHOWER42" X 60"
2
+/- 4'-0" ENLARGED CLOSETOVER STAIRS
A
A
RAIS
ED B
AR
DW
BELO
W
2" X 6" PRHTWALL, SEE
DETAIL 17/A4.1
2" X 4" PRHTWALL, SEE
DETAIL 16/A4.1
3'-6"
9'-7
"
+/- 3'-7 12"
2'-5 1/2"
CL34'-2 3/4"
10'-1
0 1/
4"
11'-3"
6'-3
"9'
-3"
6'-3
"
6"
6"
1'-6
"7'
-6"
CL
21'-9
"9'
-0"
30'-9
"
41'-7
1/4
"
CL
1
1
TYP
3AOR3B
OR3COR3D
CEILINGBREAK
16'-2 1/2"
3'-9
1/2
"
9'-6
1/2
"
9'-9"1'-6"
3A 3B 3C 3DOR OR OR
VINYLRAILING
5'-3
"3'
-9"
A
CL
CUT TRIM
8'-2 1/2"
6"
1
EMERGENCY ESCAPE)
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACT RATINGS FOR SMALL AND LARGE MISSILETESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDING INSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDING UPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEEN PROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MIN SHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONAL INFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE MUSTBE PROTECTED WITH GUARDS OR FIXED OPENINGS THAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTION DEVICES APPROVED FOR EMERGENCYESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
FIRST FLOOR/ TYPE B LAYOUT
3'-6
"
OPENSEE DETAIL
A4.1
3'-0
"1'
-6"
3'-6
"1'
-0"
9'-0
"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN - FHA/TYPE B
1A1.27
UNIT FL2BUILDING
PLANS
SCALE: 14" = 1'-0"SECOND FLOOR PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3
SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
ENTRYUP 16 T, 17R
BEDROOM#1
BATH #1CL.
CL.
BEDROOM #2
COVEREDPATIO/
SUNROOM
DININGROOM
LIVINGROOM
LAUNDRY
KITCHEN
HVACRETURN
SHELVESW/CABBELOW
CLOSET1
3
2
8
5
9
10
11
A
A
WA
SHD
RYER
WC
WC
S &
R -
66"
S & R - 42" & 84"
S &
R -
66"
2 SH
ELV
ES54
" & 6
6"
BATH #2
HW
S & R - 66"
S &
R -
66"
ELEC. PANEL(2"X6" WALL)
4A
3A
TYP
5 6
TYP TYP
5TYP
5
TYP
1
TYP
2
D
ABOVE
FLOORDRAIN
1
4A
1
SEEENLARGEDPLAN FORADACLEARANCES
1
18"MIN.CLR.
14'-6" 8'-5 3/4"
6'-9
"18
'-5"
7'-9
1/2
"
+/- 8'-11"
11'-3" 14'-5 3/4"
4'-8
"11
'-6 1
/2"
18'-3
"
12'-6
"5'
-5 1
/2"
2'-1
"
3'-9
1/2
"
5'-7" 2'-8"
2'-9
1/2
"6'
-0"
TUB/SHOWER42" X 60"
4B
LINE OF ENLARGED CLOSET ABOVE, FIELDFRAME NEW FLOOR W/ 2" X 8" AT 16" O.C.TO MAINTAIN 80" CLEAR HEAD HGT., V.I.F.
4A
+/- 8'-11"
A
A
6" X6" PT POST
LINE OFCONCRETESLAB
3AOR3B
OR3COR3D
RAIS
ED B
AR
2" X 6" PRHT WALL,SEE DETAIL 17/A4.1
2" X 4" PRHTWALL, SEE
DETAIL 16/A4.1
10'-1
0 1/
4"
11'-3"
CL
5'-5
1/2
"6'
-3"
21'-9
"
3'-9
1/2
"
9'-0
"
1'-6
"7'
-6"
6'-3
"
2'-0
"
CL
32'-9
"
34'-2 3/4" CL
67
9'-9"1'-6"
3A 3B 3C 3DOR OR OR
ENTRY
VINYLRAILING
4
5'-3
"3'
-9"
A
CL
8'-3 1/4"
4A
6"6"
6"
1
TYP
6" X6" POST
4'-1
1 1 2"
U.D
.
2'-11 12" U.D.
+/- 3'-0"R.O. MIN.
+/- 5
'-0" R
.O. M
IN.
A
SINGLE HUNG WINDOW(EGRESS W/OPENINGLIMITING DEVICEAPPROVED FOR EMERGENCY ESCAPE)
NOTES:
INTERIOR FINISH SCHEDULEROOM NAME FLOOR BASE
ENTRYKITCHEN
LIVING ROOMDINING ROOMCOAT CLOSET
STAIRWAYBEDROOMS
BATHROOMSCLOSETSLAUNDRY
VINYL
CARPETVINYL
CARPETVINYL
CARPETCARPETVINYL
VINYLCARPET
3 14" HIGHWALLGWB
CEILINGGWB
GWB GWBGWB GWBGWB GWBGWB GWBGWB GWBGWB GWB
GWBGWB GWBGWB GWB
NOTES
MR GWB OR BACKER
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
FINISH
PTDPTD
PTDPTDPTDPTDPTD
PTD
PTDPTD
3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH3 14" HIGH
DOOR SCHEDULE
TYPE MATERIAL THICK.
DOOR
WIDTH HEIGHT MATERIAL
FRAME HARDWARE NOTES
123456789
10
TYPE
11
6'-8"1 38"6'-8"A 1 38" 4
FHC WOOD/COMP WOOD6'-8"1 38" 3
32
GLASS/ALUM/VINYL ALUM/VINYLB TEMPERED GLASS, ADA THRESHOLDFHC WOOD/COMP
6'-8"1 38" WOOD6'-8"1 38"FHC WOOD/COMP WOOD
6'-8"1 38"
6'-8"1 38"
C
FHC WOOD/COMP 6'-8"1 38" 4WOOD
FHC WOOD/COMP WOOD
WOOD5
3'-0" 1
FHC WOOD/COMP
6'-8"1 38"6'-8"1 38"
FHC WOOD/COMP WOOD 4
3'-0" W/ TRANSOM. ABOVE ADA THRESH.1
AA
AA
AA 2'-10"
W/ TRANSOM. ABOVE ADA THRESH.
46'-8"FHC WOOD/COMP WOODA 1 38"
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
INTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOORINTERIOR SINGLE SWING DOOR
C
INTERIOR SINGLE SWING DOOR3'-0"3'-0"
3'-0"3'-0"
3'-0"3'-0"3'-0"
2
METALMETAL
ALUM/GLASSALUM/GLASS
3'-0"
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENTACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLYMUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACHDOOR PRIOR TO PURCHASING4. PROVIDE TEMPERED GLASS WHERE REQUIRED BY CODE5. ALL EXTERIOR DOORS SHALL HAVE DECAY-RESISTANTTHRESHOLD AND BRICK MOULD (AS APPLICABLE)
DOOR TYPE: A DOOR TYPE: B
INTERIOR SINGLESWING DOORRAISED PANEL
DOOR TYPE: C
EXTERIOR INSULATEDSWING DOOR W/ TRANSOM
8'-0
" U.D
.
6'-8
" U.D
.4"
12"
HARDWARE SETS:SET #1: ADA LEVER HANDLE ENTRY DOOR PASSAGE SET:
1" THROW DEADBOLT, INTERCONNECTED TO LEVER,BUTTS, STOP, PEEP SIGHT (5'-0" A.F.F.), RIGID STOP
SET #2: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, (CHROME INTERIOR), RIGID STOP
SET #3: ADA LEVER PRIVACY LOCKSET: EMERGENCY ACCESS,BUTTS, STOP, RIGID STOP
SET #4: ADA LEVER PASSAGE SET: BUTTS, STOP, RIGID STOPSET #5: ADA LEVER HANDLE PATIO DOOR LOCK SET:
NON-KEYED LATCH LOCKSET, LEVER HANDLE,BUTTS, STOP, RIGID STOP
EXTERIOR SINGLEDOOR W/FULL-LITEGLASS, SEE PLANFOR SWING
ROOM NAME VANITY VANITY TOP LIGHTMIRRORMIRROR AND VANITY SCHEDULE
48" 48" 49" W/6" BANJO 5 LAMP- 36"BATH #1
36" 36" 37"BATH #2
1. ALL MIRRORS SHALL BE 36" TALL2. ALL VANITIES SHALL BE BACKSAVER DEPTH.3. SUBCONTRACTOR TO VERIFY ALL COUNTERTOP DIMENSIONS PRIOR TO PURCHASE.4. PROVIDE CURVED SHOWER RODS AT ALL 30" WIDE TUB/SHOWER UNITS.5. HAND TOWEL RINGS TO BE MOUNTED 58" A.F.F.
3 LAMP- 24"
3'-0
"1'
-6"
3'-6
"1'
-0"
2'-1
0"
4 EQUAL
ADA HEIGHTWORKSURFACE
BLIND CORNERLOWER CABINET
BLIND CORNERUPPER CABINET
ADJUSTABLEOPEN SHELVES
OPEN
2'-1
0"
ADA (LOW) WORKSURFACE
2 EQUAL
6 EQUAL
3'-0
"1'
-6"
3'-0
"1'
-6"
6 EQUAL
36" CLR. MIN.
ADJUSTABLE OPENSHELVING ON
STANDARDS
OPEN
ALTERNATE MICROWAVELOCATION, PROVIDE
POWER AT TIME OF CONST.
2 EQUAL
2'-1
0"
36" CLR.MIN. FOR
SINK/TURNINGRADIUS
3'-0
"
3'-6
"
OPEN PROVIDE ADACLEARANCES ANDINSULATE WASTE ANDHW LINES
OPEN
SINK
DWBELOW
RANGEOVEN BELOW
FS-430" X48" MIN.
LAV.
FS-230" X 60"
PARALLELAPPROACH
FS-160" DIA.CLEARFLOORSPACE
FS-360" X56" MIN.
TOILET
36" WIDE WALLHUNG VANITY,BLOCK AS REQ'D.
16" -
18"
MIN
.
FS-566" X60"LAV/WCOVERLAP
EXCEPTION
FS-160" DIA.CLEARFLOORSPACE
FS-230" X48"
PARALLEL
FS-130" X48"
PARALLEL
FS-4T-SHAPED
TURNAROUND
FS-130" X 48"FRONT
APPROACHWORKSURF./OVEN
ADJ. STORAGESHELVES ABOVE
FS-230" X 48"
PARALLELAPPROACH
RANGE
FS-4T-SHAPED
TURN AROUND
18" M
IN.
FS-530" X 48"
PARALLELAPPROACH
REFRIG/FREEZER(OFFSET 24")
40" C
LR. M
IN.
36" M
IN C
LEA
R O
PEN
FOR
WO
RKSU
RFA
CE
AN
D T
TUR
NA
ROUN
D
40" M
IN. C
LEA
R
REFRIG.
FS-330" X 48"
FRONT APPROACHSINK/ ADJ. SIDEAPPROACH DW
34" HIGH COUNTERAT WORKSURFACE,CONT. TO RANGE
HW
FS-460" X 48LATCH
APPROACH
12"
MIN
.C
LR.
A1.27a3
A1.27a3
A1.26a3
ADA TUB/SHOWERW/REMOVABLESEAT (30" X 60")
CO
NTR
OL
END
WA
LL HEA
DEN
D W
ALL
IN-WALLREINFORCEMENTREQUIRED FORFUTURE SIDE WALLGRABBARS,SEE 1/A1.30 FORADDITIONALINFORMATION
SEE 2/A1.30 FORAPPLIANCEACCESSIBILITYREQUIREMENTS
FS-360" DIA.CLEARFLOORSPACE
18" MIN.CLR.
3'-5 1/2"(40" MIN. CLR.)
+/- 8
'-9 1
/2" P
RHT
WA
LL T
O P
RHT
WA
LL3'
-6 1
/2"
3'-6
1/2
"
+/- 8'-3 1/4"
40" CLR. MIN.
11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
NOTES:1. ALL WINDOWS TO BE LOW-E GLAZING TO MEET ASTM E 1886 AND ASTM E 1996 IMPACTRATINGS FOR SMALL AND LARGEMISSILE TESTS. WINDOW MANUFACTURER TO PROVIDE TESTING RESULTS TO THE BUILDINGINSPECTOR PRIOR TO PURCHASE.2. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.3. ALL WINDOW SIZES ARE APPROXIMATE UNIT SIZES. ACTUAL SIZE MAY VARY DEPENDINGUPON FINAL MANUFACTURER.4. ALL MULLION PATTERNS ARE TO MATCH WINDOW LEGEND ABOVE.5. ALTHOUGH NOT REQUIRED BY CODE DUE TO SPRINKLERS, EGRESS WINDOWS HAVE BEENPROVIDED.6. WINDOW MFG. TO CHECK FOR TEMPERED LOCATIONS PRIOR TO ORDER.7. WINDOWS TO MEET OR EXCEED 2009 SC ENERGY CODE FOR U VALUE AND MINSHADING COEFFICIENTS, 7
8TH LOW-E GLASS MIN.8. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N.- SEE ELEVATIONS FOR ADDITIONALINFORMATION.9. ALL OPERABLE WINDOW WITH SILLS LESS THAN 36" ABOVE FINISHED FLOOR AND MORETHAN 72" ABOVE FINISHED GRADE MUST BE PROTECTED WITH GUARDS OR FIXED OPENINGSTHAT WILL NOT ALLOW THE PASSAGE OF A FOUR-INCH-DIAMETER SPHERE.10. EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND FALL PREVENTIONDEVICES APPROVED FOR EMERGENCY ESCAPE AND RESCUE PROVISIONS.11. WINDOW SIZING BASED UPON PLY-GEM 1500 SERIES VINYL WINDOWS - WHITE, U.O.N.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 14" = 1'-0"FIRST FLOOR PLAN
1A1.27a
UNIT FL2 - ADABUILDING
PLANS
SCALE: 14" = 1'-0"ENLARGED ADA CLEARANCE PLAN
2
SCALE: 14" = 1'-0"KITCHEN ELEVATIONS (DESIGN INTENT ONLY)
3
SCALE: 14" = 1'-0"MIRROR AND VANITY SCHEDULE
4
SCALE: 14" = 1'-0"INTERIOR FINISH SCHEDULE
5
SCALE: 14" = 1'-0"DOOR SCHEDULE/LEGEND
7
SCALE: 14" = 1'-0"WINDOW SCHEDULE
6
FIRE RESISTIVE CONSTRUCTION NOTES:1. SEE T1.3 FOR ALL ASSEMBLES- WALLS, CEILINGS AND FLOORS.2. ALL INTERIOR WALLS TO BE UNRATED TYPE 1, U.O.N.3. ALL EXTERIOR WALLS TO BE UNRATED TYPE 5 OR TYPE 6, U.O.N. SEEBUILDING PLANS/ELEVATIONS FOR LOCATION OF BRICK AND VINYL SIDING.4. FIRST FLOOR/CEILING TO BE TYPE C, U.O.N.5. ROOF/CEILING AT SECOND FLOOR TO BE TYPE A, U.O.N.6. UNDER STAIRS, USE MEMBRANE RATING D, U.O.N.
RANGE CONTROLSAT FRONT OF
RANGE AS REQ'D.
RANGE
3'-0
" TO
PO
F BU
RNER
S
RANGE NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FOR CONTROLSAND OPERATING MECHANISMS IS 48" HIGH AND A MAXIMUM LOW FORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLEWITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OFTHE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. AS PERANSI2009 309.4 CODE4. THE LOCATION OF CONTROLS FOR RANGES SHALL NOT REQUIRE REACHING ACROSSBURNERS, AS PER ANSI2009 1003.12.5.4.45. AS PER ANSI2009 1003.12.5.5 OVENS SHALL HAVE CONTROLS ON FRONT PANELS.6. FOR OVENS WITH BOTTOM-HINGED DOORS A CLEAR FLOOR SPACE SHALL BE PROVIDEDTHAT IS NOT OBSTRUCTED BY OVEN DOOR IN THE OPEN POSITION, AS PER ANSI20091003.12.5.5.1
DISHWASHER
2'-1
0 1/
2"
DISHWASHER NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FORCONTROLS AND OPERATING MECHANISMS IS 48" HIGH AND A MAXIMUM LOWFORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BEOPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHINGOR TWISTING OF THE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS.4. THE DISHWASHER DOOR IN THE OPEN POSITION SHALL NOT OBSTRUCT THE CLEARFLOOR SPACE FOR THE DISHWASHER OR ADJACENT SINK, AS PER ANSI20091003.12.5.3
3'-0
"
TOP-FREEZER REFIGERATORTOP-FREEZER REFRIGERATOR NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACHFOR CONTROLS AND OPERATING MECHANISMS IS 48" HIGH AND AMAXIMUM LOW FORWARD REACH IS 15".2. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUSTBE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF THE WRIST.3. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORETHAN 5 LBS.4. THE REFRIGERATOR SHALL HAVE AT LEAST 50% OF THE FREEZERCOMPARTMENT AND SHELVES WHEN INSTALLED AT MAX HEIGHT POSITIONSNO MORE THAN 54" ABOVE THE FLOOR. AS PER 1003.12.5.65. A FLOOR SPACE WITH THE CENTERLINE OFFSET 24" (MAX.) FROMCENTERLINE OF THE APPLIANCE SHALL BE PROVIDED WITH A PARALLELAPPROACH, AS PER ANSI2009 1003.12.5.6
4'-0
" (4'
-6" M
AX
TO B
OTT
OM
OF
FREE
ZER
CO
MPA
RTM
ENT)
COUNTERTOP MICROWAVEMICROWAVE NOTES:1. AS PER ANSI2009 308.2.1 THE UNOBSTRUCTED MAX. FORWARD REACH FOR CONTROLS AND OPERATINGMECHANISMS IS 48" HIGH AND A MAXIMUM LOW FORWARD REACH IS 15".2. MICROWAVE MAY BE BUILT-IN TO CABINETRY OR A FREESTANDING COUNTERTOP STYLE MEETING CODES ASREQ'D.3. AS PER ANSI2009 309.4 CONTROLS AND OPERATING MECHANISMS MUST BE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.4. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS.
48" M
AX
HEIG
HT F
OR
TOP
OF
CO
NTR
OLS
48" M
AX
HEIG
HT F
OR
TOP
OF
CO
NTR
OLS
BUILT-IN MICROWAVE
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
A1.30
ACESSIBLETYPICALDETAILS
FAIR HOUSING ACT DETAILS1 NOT TO SCALE
APPLIANCE ACCESSIBILITY REQUIREMENTS FOR TYPE A UNIT2 NOT TO SCALE
PDR
CL.
KITCHEN
CONC.PATIO
LIVINGROOM
DININGROOM
PAN.
ENTRY
LA.
BATH#2
BATH#1
CL.
CL.
CL.
BEDROOM #1
BEDROOM#2
CL.
LIN.
CL.
PANTRY
PDR.
LIVINGROOM
CONC.PATIO
STOR.
DINING ROOM
KITCHEN
ENTRY
LA.
BATH#1
BEDROOM #1
BATH#2
CL.
BEDROOM#2
BEDROOM#3
CL.
LIN.
CL.
KITCHEN
DININGROOM
LIVING ROOM
FOYER
STORAGE
PDR
PAN.
CL.
CONC.PATIO
COV'D.PORCH
LIVINGROOM
FOYER
GARAGE
PDR
CL.
COVEREDPORCH
CONC.PATIO
PAN.
KITCHENBREAKFAST
LIN.
BEDROOM #1
BEDROOM #2
CL.
CL.
BATH#2
CL.
CL.
BATH#1
LA
ENTRY
BEDROOM #1
BATH#1
CL.
CL.
BEDROOM#2
COVEREDPATIO/
SUNROOMDININGROOM
LIVINGROOM
LAUND.
KITCH.(SEE 2NDFLOOR
FOR DIMS)
BATH#2
CLOSET
ENTRY
COVEREDPATIO
LAUNDRY
DININGROOM
BATH#1
CLOSET
BEDROOM#1
KITCH.
PAN.
STORAGE
LIVINGROOM
COVEREDPATIO
ENTRY
LAUNDRY
DININGROOM
BATH#1
CLOSETBEDROOM
#1
KITCH.
STORAGE
LIVING ROOM
CL.ENTRY
ENTRY
BEDROOM#1
BATH #1CL.
CL.
BEDROOM #2
COVEREDPATIO/
SUNROOM
DININGROOM
LIVINGROOM
LAUNDRY
KITCHEN
CLOSET
BATH #2
ENTRY
BEDROOM#1
BATH #1
CL.
BEDROOM #2
DININGROOM
LIVINGROOM
LAUN.
KITCH.
PAN.
BATH#2
CLOSET
CL.
COVEREDPATIO/
SUNROOM
BEDROOM #1
BEDROOM #2 BATH#2
CL.
CL.
BATH#1
LA.WIC
LIN.
COVEREDPATIO
ENTRY
LAUND.
DININGROOM
BATH#1
CLOSETBEDROOM #1
KITCH.
STORAGE
LIVING ROOM
CL. ENTRY
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
A1.31
UNIT FLOORPLAN
COMPARISON
UNIT A - FIRST FLOOR PLAN1
SCALE: 18" = 1'-0"
SHEET NOTE:THIS SHEET IS FOR BASIC LAYOUT COMPARISON
ONLY. DO NOT SCALE THIS DRAWINGS.SEE THE INDIVIDUAL UNIT PLANS FOR DIMENSIONS.
UNIT A - SECOND FLOOR PLAN2
SCALE: 18" = 1'-0"UNIT C - FIRST FLOOR PLAN
3SCALE: 18" = 1'-0"
UNIT C - SECOND FLOOR PLAN4
SCALE: 18" = 1'-0"UNIT K - FIRST FLOOR PLAN
5SCALE: 18" = 1'-0"
UNIT K - SECOND FLOOR PLAN6
SCALE: 18" = 1'-0"
UNIT E - FIRST FLOOR PLAN7
SCALE: 18" = 1'-0"UNIT E - SECOND FLOOR PLAN
8SCALE: 18" = 1'-0"
UNIT FL2 - FIRST FLOOR PLAN12
SCALE: 18" = 1'-0"
UNIT FL1 - FIRST FLOOR PLAN9
UNIT FL1 - SECOND FLOOR PLAN10
SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"
UNIT FL2 ADA - FIRST FLOOR PLAN14
SCALE: 18" = 1'-0"UNIT FL2 - SECOND FLOOR PLAN
13SCALE: 18" = 1'-0"
UNIT FL1 ADA - FIRST FLOOR PLAN11
SCALE: 18" = 1'-0"
A1.325
A1.322
7 7 8
34'-4"
11'-0 5/8" (EQUAL) 11'-0 5/8" (EQUAL) 11'-0 5/8" (EQUAL)
2'-0" 8'-0" 3'-2" 8'-0" 3'-2" 8'-0" 2'-0"
1
A1.326
8
8
8
A1.322
1 1
SIM. OPP.
+/- 2
0'-8
"
ELECTRICALPANEL, V.I.F.
3 1/2" 3 1/2"
STORAGEBAY 1
STORAGEBAY 2
STORAGEBAY 3
DOOR SCHEDULE
TAG TYPE THICKNESS MATERIAL FINISH
DOOR
WIDTH HEIGHT MATERIAL FINISH THRES/SILL
FRAMEHARDWARE NOTES
1 A APTDFACTORY FINISH
HARDWARE SETS:HARDWARE SET A: GARAGE DOOR OPERATING HARDWARE INCLUDING METAL OVERHEAD TRACK.
NOTES:1. FOR INTERIOR DOORS, WIDTH AND HEIGHT VALUES REPRESENT ACTUAL DOOR SIZE AND NOT FRAME SIZE.2. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED.3. CONTRACTOR TO CONFIRM THE CORRECT "HAND" OF EACH DOOR PRIOR TO PURCHASING
2" 8'-0" 7'-0" WOODSTEEL GARAGE DOOR
+/- 7
'-0" M
ATC
H EX
ISTIN
G
+/- 8'-0"
A
GARAGE DOORNON-INSULATED METAL, DP RATING PER LOCALBUILDING CODE, 8 PANELED
N/A
ASPHALT SHINGLES
HORIZONTALVINYL SIDING
ELECTRICALPANEL
6
12
FALSE 24" DIA.LOUVER
+/- 20'-8"12"O.H.
12"O.H.
+/- 5
'-9 1
/4"
6
12 PREFABRICATEDTRUSSED ROOFSYSTEM BYMANUFACTURERAT 24" O.C. MIN.
8'-1
1/2
"
APROX. GRADE @ DOOR+/- 0'-0"
PEAK OF ROOF+/- 14'- 1 34"
TOP PLATE+/- 8'- 4 12"
ROOF RIDGE, SEE STRUCT.
TYPICAL EAVE,SEE STRUCT.
SLAB FOOTING,SEE STRUCT.
PLUMBING FIXTURE REQUIREMENTS
ALLOWABLE AREA
ALLOWABLE BUILDING HEIGHT- 40 FEET (PER TABLE 504.3)ALLOWABLE NUMBER OF STORIES- 1 STORY (PER TABLE 504.4)ACTUAL BUILDING HEIGHTS- +/- 14'-2"- BUILDING COMPLIESACTUAL BUILDING STORIES- 1 STORY- BUILDING COMPLIES
ALLOWABLE HEIGHT
FIRE SEPARATION DISTANCE 10 FEET MIN. BETWEEN BUILDINGS SEE CIVIL DRAWINGS ACTUAL DISTANCE BETWEEN BUILDINGS EXCEEDS 20'/2= 10' MINIMUM. BEARING WALLS- EXTERIOR 0 HR REQUIREDNON-BEARING WALLS- EXTERIOR 0 HR REQUIREDBEARING WALLS- INTERIOR 0 HR REQUIREDNON-BEARING WALLS- INTERIOR 0 HR REQUIRED
FIRE PROTECTIONREQUIREMENTS
EMERGENCY LIGHTING NOT REQUIREDEXIT SIGNS NOT REQUIREDFIRE ALARM NOT REQUIRED
LIFE SAFETY SYSTEMREQUIREMENTS
PRIMARY OCCUPANCY - STORAGE (S-1)- UNHEATED AND UNCOOLEDDESCRIPTION AND USE- PRIVATE STORAGEALLOWABLE AREA- 9,000 SF PER STORY(PER TABLE 503)ACTUAL BUILDING AREA- 710 SF- BUILDING COMPLIES
CONSTRUCTION TYPE- V-BSPRINKLERS- NOSTANDPIPES- NOFIRE DISTRICT- NOMEZZANINE- NOBUILDING AREA- 710 SF
2015 SOUTH CAROLINA BUILDING CODE- BASED UPON THE 2015 IBC2009 IECCICC/ANSI A117.1- 2009FAIR HOUSING ACT
EDITION OF CODE
BUILDING DATA
SPRINKLERS THE BUILDING IS UNSPRINKLERED.
NOT REQUIRED FOR UNHEATED AND UNCOOLED STORAGE BUILDING
PROJECT SUMMARY SCOPE OF WORK: PRIVATE STORAGE UNITS FOR RENTERS WITHIN THEDEVELOPMENT STORAGE BUILDING IS TO BE S-1 USE.
NUMBER ANDARRANGEMENTOF EXITS
EXIT REQUIREMENTS MIN. NUMBER OF EXITSREQUIRED SHOWN
FLOOR, ROOM OR SPACEDESIGNATION
COMMON PATH OF TRAVELALLOWABLE ACTUAL
11STORAGE BAY 2
75' 21'-2"
EXIT/EXIT ACCESS
FLOOR, ROOM ORSPACE DESIGNATION
(a)AREA
(b)AREA/OC. OCCUPANTS
500 G 1.4 (2 OCCUPANTS)STORAGE BUILDING 710
SMOKE DETECTION SYSTEMS NOT REQUIREDPANIC HARDWARE NOT REQUIREDEGRESS WINDOWS NOT REQUIRED
1
STORAGE BAY 1
STORAGE BAY 375'75'
111
21'-2"21'-2"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 14" = 1'-0"FLOOR PLAN SIDE ELEVATION, TYPICAL
SCALE: 14" = 1'-0"21
_
A1.32
GARAGEARCHITECTURAL
PLANS
DOOR SCHEDULE & LEGENDNOT TO SCALE4
GENERAL NOTES:
1. INSPECT AND VERIFY ALL DIMENSIONS ON THE PROJECTAND SITE AS MAY RELATE TO THE EXTENTOF CONSTRUCTION AND/OR DEMOLITION.2. THE CONTRACTOR/OWNER SHALL OBTAIN ALL REQUIREDPERMITS AND INSPECTIONS AS MAY BEREQUIRED TO PROCEED WITH DEMOLITION ANDCONSTRUCTION.3. ALL WORK PERFOMED SHALL MEET ALL TOWN, COUNTYAND STATE CODES.4. DO NOT SCALE DRAWINGS.5. VERIFY ALL DOOR/WINDOW ROUGH OPENINGS WITHDOOR MFG. SPEC.6. ALL NEW FOUNDATIONS SHALL BE AS DEEP AS REQUREDTO MEET LOCAL FROST LINE REQUIEMENTS.7. . CONTRACTOR TO COORDINATE ELECTRICAL, PLUMBINGAND MECHANICAL WORK. ALL SUCHWORK MUST CONFORM TO SOUTH CAROLINA CODES.8. CONTRACTOR TO CONFIRM PLAN DIMENSIONS PRIOR TOCONSTRUCTION WITH EXISTING SITECONSTRAINTS. CONTRACTOR IS RESPONSIBLE FORINFORMING THE ARCHITECT OF ANY PROBLEMSPRIOR TO CONSTRUCTION.
SCALE: 14" = 1'-0"FRONT EXTERIOR ELEVATIONS
5
SCALE: 14" = 1'-0"REAR EXTERIOR ELEVATIONS
6
SCALE: 14" = 1'-0"BUILDING SECTION
3
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
30" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
STANDING SEAMMETAL ROOF
BRICKVENEER
DECORATIVESHUTTERS METAL GARAGE DOOR
SIMULATED SHAKEVINYL SIDING
712
612
SPRINKLERRISER ROOM
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING
DECORATIVESHUTTERS
612
712
612
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 2"
9'-1 1/2"8'-0 3/4"
1'-3 1/2"
BRICKVENEER HORIZONTAL
VINYL SIDING
24" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
BRICKVENEER
SIMULATED SHAKEVINYL SIDING
10
12
712
712
PEAK OF ROOF+30'- 10 34"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
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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 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 316" = 1'-0"
BUILDING 7 - FRONT ELEVATION1
_
A2.1
BUILDING 7EXTERIOR
ELEVATIONS
BUILDING 7 - SIDE ELEVATION, TYPICAL (SIM OPP)SCALE: 3
16" = 1'-0"2
BUILDING 7 - REAR ELEVATIONSCALE: 3
16" = 1'-0"3
6'-8
"6'
-8"
6'-8
"6'
-8"
612
SHINGLE OVERRIDGE VENT
SIMULATED SHAKEVINYL SIDING
30" DIA. DECORATIVEGABLE VENT
ASPHALTSHINGLE ROOF
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
STANDING SEAMMETAL ROOF
DECORATIVESHUTTERS
GUTTERAND DS
512
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 2"
9'-1 1/2"8'-0 3/4"
1'-3 1/2"
PEAK OF ROOF+30'- 10 3
4"
SHINGLE OVERRIDGE VENT
SIMULATED SHAKEVINYL SIDING
24" DIA. DECORATIVEGABLE VENTASPHALT
SHINGLE ROOF
BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
10
12
712
712 6
12
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 8- FRONT ELEVATION1
_
A2.2
BUILDING 8EXTERIOR
ELEVATIONS
BUILDING 8- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 8- SIDE ELEVATION (PARTIAL)3
SCALE: 316" = 1'-0"
8'-0
"
+/- 7
'-0" H
EAD
HT.
8'-0
"
612
+/- 7
'-0" H
EAD
HT.
612
8'-0
"
+/- 7
'-0" H
EAD
HT.
8'-0
"
612
+/- 7
'-0" H
EAD
HT.
612
SPRINKLERRISER ROOM
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
HORIZONTALVINYL SIDING
BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
METAL GARAGE DOOR
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
STANDING SEAMMETAL ROOF
METAL GARAGE DOORDECORATIVESHUTTERS
712
712
612
24" DIA.DECORATIVELOUVER
OMIT COLUMN OMIT COLUMN OMIT COLUMNOMIT COLUMN
SPRINKLERRISER ROOM
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
612
36" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
612
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
ROOFCRICKET
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 10 1
2"
PEAK OF ROOF+29'- 10"
1'-2" MIN
.HEEL
AT TRUSS
9'-1 1/2"8'-1 1/2"
1'-2 3/4"
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 18" = 1'-0"BUILDING 9- FRONT ELEVATION
1
_
A2.3
BUILDING 9EXTERIOR
ELEVATIONS
BUILDING 9- SIDE ELEVATION2
BUILDING 9- REAR ELEVATIONSCALE: 18" = 1'-0"
4
BUILDING 9- SIDE ELEVATION3
SCALE: 18" = 1'-0" SCALE: 18" = 1'-0"
6'-8
"6'
-8"
6'-8
"6'
-8" 8'-0
"6'
-8"
612
30" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
BRICKVENEER
BRICKVENEER
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
DECORATIVESHUTTERS
DECORATIVESHUTTERS
712
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENTASPHALT
SHINGLE ROOF
30" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
612
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
DECORATIVESHUTTERS
24" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
STANDING SEAMMETAL ROOF
BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 11- FRONT ELEVATION1
_
A2.4
BUILDING 11EXTERIOR
ELEVATIONS
BUILDING 11- REAR ELEVATIONSCALE: 3
16" = 1'-0"4
BUILDING 11- SIDE ELEVATION, TYPICAL (SIM OPP)SCALE: 3
16" = 1'-0"2
BUILDING 11- SIDE ELEVATION, PARTIALSCALE: 3
16" = 1'-0"3
612
10
12
712
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
SIMULATED SHAKEVINYL SIDING
30" DIA. DECORATIVEGABLE VENT
30" DIA. DECORATIVEGABLE VENT
DECORATIVESHUTTERS
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
BRICKVENEER
METAL GARAGE DOOR
10
12
SHINGLE OVERRIDGE VENT ASPHALT
SHINGLE ROOF
SHINGLE OVERRIDGE VENT
612
SIMULATED SHAKEVINYL SIDING
30" DIA. DECORATIVEGABLE VENT
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
10
1210
12
30" DIA. DECORATIVEGABLE VENT
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 2"
8'-0 3/4"1'-3 1/2"
PEAK OF ROOF+30'- 10 3
4"
9'-1 1/2"
STANDING SEAMMETAL ROOF
BRICK VENEER,TYP.BRICK VENEER,
TYP.
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
10
12
712
712
612
24" DIA. DECORATIVEGABLE VENT
612
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
_
A2.5
BUILDING 15EXTERIOR
ELEVATIONS
SCALE: 316" = 1'-0"
BUILDING 15- FRONT ELEVATION1
BUILDING 15- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 15- REAR ELEVATIONSCALE: 3
16" = 1'-0"4
BUILDING 15- SIDE ELEVATION (PARTIAL)SCALE: 3
16" = 1'-0"3
SPRINKLERRISER ROOM
BRICK VENEER,TYP.
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
612
SHINGLE OVERRIDGE VENT ASPHALT
SHINGLE ROOF
712
612
SHINGLE OVERRIDGE VENT
BRICK VENEER,TYP.
30" DIA. DECORATIVEGABLE VENT
612
412
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 15- SIDE ELEVATION1
_
A2.6
BUILDING 15EXTERIOR
ELEVATIONS
SCALE: 316" = 1'-0"
BUILDING 15- SIDE ELEVATION2
8'-0
"
SPRINKLERRISER ROOM
6'-8
"
8'-0
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6'-8
"
8'-0
"
6127
12
712
712 4
124
12
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
BRICKVENEER
BRICKVENEER
BRICKVENEER
BRICKVENEER
METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENTSHINGLE OVER
RIDGE VENT
DECORATIVESHUTTERS
STANDING SEAMMETAL ROOF
SPRINKLERRISER ROOM
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENTASPHALT
SHINGLE ROOF
SHINGLE OVERRIDGE VENT
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
612
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
ROOF CRICKET
DECORATIVESHUTTERS
SIMULATED SHAKEVINYL SIDING
3'-0" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
612
1'-2" MIN
.HEEL
AT TRUSS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
TOP PLATE
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT
9'-1 1/2"8'-1 1/2"
PEAK OF ROOF
1'-2 3/4"
+11'- 0 14"
+19'- 134"
+24'- 4 12"
+29'- 10"
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
DECORATIVESHUTTERS
ROOF CRICKET
612
SIMULATED SHAKEVINYL SIDING
3'-0" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 18" = 1'-0"BUILDING 16- FRONT ELEVATION
1
_
A2.7
BUILDING 16EXTERIOR
ELEVATIONS
BUILDING 16- SIDE ELEVATIONSCALE: 18" = 1'-0"
2
BUILDING 16- REAR ELEVATIONSCALE: 18" = 1'-0"
4
BUILDING 16- SIDE ELEVATIONSCALE: 18" = 1'-0"
3
8'-0
"
+/- 7
'-0" H
EAD
HT.
8'-0
"
612
+/- 7
'-0" H
EAD
HT.
612
8'-0
"6'
-8"
8'-0
"6'
-8"
8'-0
"6'
-8"
8'-0
"
+/- 7
'-0" H
EAD
HT.
8'-0
"
612
612
8'-0
"6'
-8"
SPRINKLERRISER ROOM
412 7
12
612
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
DECORATIVESHUTTERS
BRICKVENEER
BRICKVENEER HORIZONTAL
VINYL SIDINGHORIZONTALVINYL SIDING
METAL GARAGE DOORDECORATIVESHUTTERS
24" DIA.DECORATIVELOUVER
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
SPRINKLERRISER ROOM
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENTASPHALT
SHINGLE ROOF
SHINGLE OVERRIDGE VENT
612
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING HORIZONTAL
VINYL SIDING
6'-8
"
6'-8
"
6'-8
"
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
ROOF CRICKET
612
3'-0" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 51
4"
9'-1 1/2"8'-1 1/2"
1'-2 3/4"
PEAK OF ROOF+29'- 10"
612
6'-8
"
6'-8
"
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING
6123'-0" DIA. DECORATIVE
GABLE VENT
ROOF CRICKET
HORIZONTALVINYL SIDING
BRICKVENEER
DECORATIVESHUTTERS
412
412
712
612
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 18" = 1'-0"BUILDING 17- FRONT ELEVATION
1
_
A2.8
BUILDING 17EXTERIOR
ELEVATIONS
BUILDING 17- SIDE ELEVATIONSCALE: 18" = 1'-0"
2
BUILDING 17- REAR ELEVATIONSCALE: 18" = 1'-0"
4
BUILDING 17- SIDE ELEVATIONSCALE: 18" = 1'-0"
3
8'-0
"
+/- 7
'-0" H
EAD
HT.
8'-0
"
612
+/- 7
'-0" H
EAD
HT.
612
8'-0
"6'
-8"
8'-0
"6'
-8"
SPRINKLERRISER ROOM
8'-0
"6'
-8"
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
STANDING SEAMMETAL ROOF
BRICKVENEER
DECORATIVESHUTTERS
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
METAL GARAGE DOORS
2'-0" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
712
612
TOP OF SLAB+0'-8"
SECONDFLOOR
SUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 2 1
2"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
SPRINKLERRISER ROOM
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
HORIZONTALVINYL SIDING
612
ROOF CRICKET
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
SIMULATED SHAKEVINYL SIDING
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
BRICKVENEER
612
3'-0" DIA. DECORATIVEGABLE VENT
SPRINKLER RISER ROOM(ONE SIDE ONLY)
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
612
BRICKVENEER
DECORATIVESHUTTERS
SIMULATED SHAKEVINYL SIDING
3'-0" DIA. DECORATIVEGABLE VENT
ROOF CRICKET
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 316" = 1'-0"
BUILDING 30- FRONT ELEVATION1
_
A2.9
BUILDING 30EXTERIOR
ELEVATIONS
BUILDING 30- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 30- REAR ELEVATIONSCALE: 3
16" = 1'-0"4
BUILDING 30- SIDE ELEVATIONSCALE: 3
16" = 1'-0"3
8'-0
"
+/- 7
'-0" H
EAD
HT.
8'-0
"
612
+/- 7
'-0" H
EAD
HT.
612
SPRINKLERRISER ROOM
8'-0
"
+/- 7
'-0" H
EAD
HT.
8'-0
"
612
+/- 7
'-0" H
EAD
HT.
612
8'-0
"6'
-8"
8'-0
"6'
-8"
TOP OF SLAB+0'-8"
SECONDFLOOR
SUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 10 12"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
612
712
SIMULATED SHAKEVINYL SIDING
BRICKVENEER
BRICKVENEER
METAL GARAGE DOOR METAL GARAGE DOORDECORATIVESHUTTERS
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
24" DIA. DECORATIVEGABLE VENT
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
STANDING SEAMMETAL ROOF
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
6'-8
"
SPRINKLERRISER ROOM
ASPHALTSHINGLE ROOF
612
HORIZONTALVINYL SIDING
ROOF CRICKET
SPRINKLER RISER ROOM(ONE SIDE ONLY)
6'-8
"
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
3'-0" DIA. DECORATIVEGABLE VENT
SIMULATED SHAKEVINYL SIDING
612
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
BRICKVENEER
412
CLOSEDDECORATIVE
SHUTTERS
6'-8
"
6'-8
"
ELECTRICAL METER BASE,VERIFY FINAL LOCATION IN THE FIELD,AS REQ'D.
BRICKVENEER
HORIZONTALVINYL SIDING
SIMULATED SHAKEVINYL SIDING
3'-0" DIA. DECORATIVEGABLE VENT
DECORATIVESHUTTERS
612
412
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
3 / 3 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
REVISION #1 3 / 3 / 17
ISSUED FORCONSTRUCTION
3 / 3 / 17
SCALE: 316" = 1'-0"
BUILDING 41- FRONT ELEVATION1
_
A2.10
BUILDING 41EXTERIOR
ELEVATIONS
BUILDING 41- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 41- REAR ELEVATIONSCALE: 3
16" = 1'-0"4
BUILDING 41- SIDE ELEVATIONSCALE: 3
16" = 1'-0"3
6'-8
"6'
-8"
FLOOR STRUCTURE
9'-1
1/2
"
1'-3
1/2
"
8'-0
3/4
" FRO
MTO
P O
F SL
AB
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
30" DIA. DECORATIVEGABLE VENT
612
10
12
SIMULATED SHAKEVINYL SIDING
BRICKVENEER
BRICKVENEER
DECORATIVESHUTTERS
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
712
712
10
12
SPRINKLERRISER ROOM
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT 6
12
SIMULATED SHAKEVINYL SIDING
30" DIA. DECORATIVEGABLE VENT
10
12
BRICKVENEER
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
10
12
712
BRICKVENEER
BRICKVENEER
HORIZONTALVINYL SIDING
HORIZONTALVINYL SIDING
DECORATIVESHUTTERS
ASPHALTSHINGLE ROOF
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT
SHINGLE OVERRIDGE VENT
612
30" DIA. DECORATIVEVENT
612
COLUMN
612
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 42- FRONT ELEVATION1
_
A2.11
BUILDING 42EXTERIOR
ELEVATIONS
BUILDING 42- SIDE ELEVATIONSCALE: 3
16" = 1'-0"2
BUILDING 42- REAR ELEVATIONSCALE: 3
16" = 1'-0"4
BUILDING 42- SIDE ELEVATION (PARTIAL)SCALE: 3
16" = 1'-0"3
10
12
712
712
712
BRICKVENEER
HORIZONTALVINYL SIDING
BRICKVENEER
HORIZONTALVINYL SIDING
ASPHALTSHINGLE ROOF
SHINGLE OVERRIDGE VENT24" DIA. DECORATIVE
LOUVER
612
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 316" = 1'-0"
BUILDING 42- SIDE ELEVATION1
_
A2.12
BUILDING 42EXTERIOR
ELEVATIONS
SCALE: 316" = 1'-0"
BUILDING 42- SIDE ELEVATION (PARTIAL)2
PDRDININGROOM
HVAC
BEDROOM #1
BEDROOM #2
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
ACCESS DOOR24" X 30"
SLOPE ENDOF CLOSETFOR HEAD HT.
612
1'-2
" MIN
.HE
ELA
T TR
USS
CL.
PRE-MANUFACTURED STORAGETRUSS BY OTHERS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 51
4"
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
PEAK OF ROOF+29'- 5 12"
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.
12"O.H.
12"O.H.36'-0"
DROPPED BEAM ATINSET ENTRY PORCH
80" M
IN. H
EAD
ROO
MV
ERIF
Y IN
THE
FIE
LD
ALTERNATE LINE OF BRICKFACADE, SEE BUILDING
ELEVATIONS FOR LOCATIONS
PRE-MANUF. OPENWEB FLOOR TRUSS
14" DEEP BY OTHERS
A
BD
D
1TYP.
RIDGE VENT DETAIL 5/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FOUNDATIONDETAIL 14/A4.1
SEE FOOTINGDETAIL 3/A4.1
SEE PORCH DETAIL10/A4.1 SIM.
SEE STAIRDETAIL 9/A4.1
HOT WATERHEATER
B
BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.
712
+/- 5
'-6"
+/- 13'-0"
PIGGY BACK TRUSSAS REQ'D. PER TRUSS MFG.
5TYP.
PRHT WALL,SEE DETAIL 8/A4.1
2
10
12
+/- 1
'-6" M
IN.
HEEL
AT
TRUS
S
8'-1
1/2
" FRO
MTO
P O
FSU
BFLO
OR
TO T
OP
PLA
TE
TOP OF SLAB+0'-8"
SECONDFLOOR
SUBFLOOR
+11'- 1"
TOP PLATE+19'- 1 34"
FINISHED GRADE+0'-0"
FLOOR
9'-1
1/2
"8'
-0 3
/4"
1'-3
1/2
"
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.SEE EAVE DETAIL 2/A4.1
LIVING ROOM
ENTRY
LIVINGROOM
LINE OF STAIRSBEYOND
PRE-MANUFACTURED FLATBOTTOM CHORD TRUSSBY OTHERS
34" GYPCRETEFLOOR TOPPINGON 14" OPEN WEBFLOOR JOISTBY PRE-MANUF.TRUSS COMPANY
16'-0 1/2"12"
O.H.12"
O.H.
A
C
A
RIDGE VENT DETAIL 5/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FOUNDATIONDETAIL 14/A4.1 D
SEE FOUNDATIONDETAIL 15/A4.1
4A5 6
4A
SEE TURNDOWNDETAIL S0.3
1'-2
" MIN
.HE
ELA
T TR
USS
612
+/- 412
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 0 34"
9'-1
1/2
"1'
-3 1
/2"
PEAK OF ROOF+30'- 8 12"
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.
DININGROOM
DININGROOM
KITCHEN34" GYPCRETE
FLOOR TOPPINGON 14" OPEN WEB
FLOOR JOISTBY PRE-MANUF.
TRUSS COMPANY
PAN. PAN.
8'-0
3/4
" FRO
MTO
P O
F SL
AB
8'-1
1/2
" FRO
MTO
P O
F PL
YWO
OD
TO T
OP
PLA
TE
+/- 1
0'-4
3/8
" FRO
MTO
P O
F PL
YWO
OD
TO IN
TERI
OR
PEA
K
DININGROOM
DININGROOM
KITCHEN
KITCHEN KITCHEN12
PRE-MANUFACTURED SCISSORTRUSS BY OTHERS
12"O.H. 20'-6"
CL
12"O.H.20'-6"
AA
C C
SOLID BLOCKING/DRAFTSTOPPING
RIDGE VENT DETAIL 5/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FOUNDATIONSEE DETAIL 14/A4.1
+/- 4
INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.
W/TRUSS MFG.
DRAFTSTOPPINGAS REQ'D. TO
VERTICAL WEBOF TRUSS
(CONT. AND ONESIDE ONLY)
SEE DETAIL17/A4.1
5
PENDANT LIGHTON SLOPED CLG.
3A
3B
3C
3D
3A
3B
3C
3D
SEE TURNDOWN DETAIL S0.3
LIVING ROOM
HVAC
LAUN.BEDROOM #3
ACCESS DOOR24" X 60"
SLOPE ENDOF CLOSETFOR HEAD HT.
612
BATH #1
1'-2
" MIN
.HE
ELA
T TR
USS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
TOP PLATE
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT
9'-1
1/2
"8'
-1 1
/2"
PEAK OF ROOF
ALIGN EAVE LINE WITHALL UNIT TYPES, U.O.N.
12"O.H.
12"O.H.35'-6"
1'-2
3/4
"
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
PRE-MANUF. OPENWEB FLOOR TRUSS
14" DEEP BY OTHERS
PRE-MANUFACTUREDTRUSS BY OTHERS
A
B
D
1TYP.
RIDGE VENT DETAIL 5/A4.1
SEE STAIRDETAIL 9/A4.1
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
CL.
80" M
IN. H
EAD
ROO
MV
ERIF
Y IN
THE
FIE
LD
HOT WATERHEATER
+11'- 0 14"
+19'- 134"
+24'- 4 12"
+29'- 4"
HALL
B
2" X 6"WALL
BLOCK UNDER ALLPERPENDICULAR WALLS,TYPICAL, U.O.N.
PRHT WALL,SEE DETAIL8/A4.1
5TYP.
2CL.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
SCALE: 14" = 1'-0"BUILDING SECTION- UNIT A
1
_
A3.1
UNIT BUILDINGSECTIONS
SCALE: 14" = 1'-0"BUILDING SECTION UNIT FL1
BUILDING SECTION UNIT FL1SCALE: 14" = 1'-0"
2
3SCALE: 14" = 1'-0"BUILDING SECTION UNIT C
4
12"O.H.
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
612
A
B
412
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
DSEE STAIR
DETAIL 9/A4.1
ACCESS DOOR24" X 30"
D
PDR
PAN.
BREAKFAST
SLOPE ENDOF CLOSETFOR HEAD HT.
FOYER
HALL
LIN.CL. BEDROOM
#1
RIDGE VENT DETAIL 5/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
PRHT WALLSEE DETAIL8/A4.1
PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS
5TYP.
1TYP.
2
B
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 10 12"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
BEDROOM#2
1'-2
" MIN
.HE
ELA
T TR
USS
612
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE A+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+25'- 2"
9'-1
1/2
"8'
-0 3
/4" F
ROM
TOP
OF
SLA
B1'
-3 1
/2"
8'-1
1/2
" FRO
MTO
P O
F PL
YWO
OD
TO T
OP
PLA
TE
412
12"O.H.
12"O.H.41'-9"
PRE-MANUFACTURED SCISSORTRUSS BY OTHERS
PRE-MANUFACTUREDTRUSS BY OTHERS,OVERFRAME AS REQ'D.
PEAK OF ROOF+30'- 10 34"
16'-3 1/2" 18'-5"
DROPPED BEAMAS REQ'D BY TRUSS MFG.
34" GYPCRETE
FLOOR TOPPINGON 14" OPEN WEB
FLOOR JOISTBY PRE-MANUF.
TRUSS COMPANY
BEDROOM#2
LIVINGROOM
ENTRY
BED.#2 LIVING ROOM ENTRY
SEE DETAIL10/A4.1
7'-0 1/2"
+/- 1
1'-1
0 3/
4" F
ROM
TOP
OF
PLYW
OO
DTO
INTE
RIO
R PE
AK
22'-7 1/2"
A
A
C C
1TYP.
RIDGE VENT DETAIL 5/A4.1
FLUSH BEAMBY TRUSS MFG.
1
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
SEE FOOTINGDETAIL 3/A4.1SIMILAR
2'-0"CANT.
SEE EAVEDETAIL 2/A4.1
712
INTERIOR ROOF SLOPETO BE 3:12 MIN. COORD.
W/TRUSS MFG.
SEE TURNDOWNDETAIL S0.3
12"O.H.
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FOUNDATIONDETAIL 14/A4.1
612
A
B
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
KITCHEN
BATH#2
BEDROOM#1
GARAGE
B
4B
SEE FOUNDATIONDETAIL S0.3
SEE FOUNDATIONDETAIL S0.3
LIVING ROOM
BATH#1
BEDROOM#2
412
RAISED PLATEHEIGHT W/GWBNAILER (+/- 4 58")
ALIGN EAVELINE WITH
FRONT PORCH
RIDGE VENT DETAIL 5/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
SEE DETAIL 17/A4.1
PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS
5TYP.
1TYP.2
TOP OF GARAGE SLAB+0'-4"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
MEAN ROOF HEIGHT+24'- 10 12"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
D
STICK FRAMEGARAGE ROOF PER
STRUCTURAL ENGINEER
TOP OF MAIN SLAB+0'-8"
FLUSH BEAM ABOVE
1'-2
" MIN
.HE
ELA
T TR
USS
1'-2
" MIN
.HE
ELA
T TR
USS
612
1'-2
" MIN
.HE
ELA
T TR
USS
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 1"
TOP PLATE A+19'- 13
4"
FINISHED GRADE+0'-0"
FLOOR STRUCTURE
9'-1
1/2
"8'
-0 3
/4" F
ROM
TOP
OF
SLA
B1'
-3 1
/2"
TOP PLATE B+17'- 5"
27'-3 1/2"
3'-9 1/2"
12"O.H.
12"O.H.
8'-1
1/2
" FRO
MTO
P O
F PL
YWO
OD
TO T
OP
PLA
TE
PRE-MANUFACTURED FLATBOTTOM CHORD TRUSS
BY OTHERS
BEDROOM#1
CLOSET
BEDROOM#1
CL.
ENTRY
LINE OF STAIRSBEYOND
PORCH
PORCH
PRE-MANUFACTURED FLATBOTTOM CHORD TRUSSBY OTHERS
34" GYPCRETE
FLOOR TOPPINGON 14" OPEN WEB
FLOOR JOISTBY PRE-MANUF.
TRUSS COMPANY
AE
C
1
SIMPSON H2.5AHURRICANE UPLIFTCONNECTOR, TYP.
SIMPSON HANGER TO FLUSHBEAM, SEE STRUCTURAL
RIDGE VENT DETAIL 5/A4.1
SEE TURNDOWNDETAIL S0.3
4A
1
SIMPSON H2.5AHURRICANE UPLIFTCONNECTOR, TYP.
SEE EAVE DETAIL 1/A4.1
SEE DECK DETAIL 12/A4.1SEE DECKDETAIL 12/A4.1
+/- 6
'-4"
SEE DETAIL10/A4.1,SIMILIAR
712C
5TYP.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
_
A3.2
UNIT BUILDINGSECTIONS
SCALE: 14" = 1'-0"BUILDING SECTION UNIT E
BUILDING SECTION UNIT FL-2SCALE: 14" = 1'-0"
3
1BUILDING SECTION UNIT ESCALE: 14" = 1'-0"
2
BUILDING SECTION UNIT FL-2SCALE: 14" = 1'-0"
4
12"O.H.
SEE EAVEDETAIL 1/A4.1
SEE FLOORDETAIL S0.4
SEE FDN.DETAIL 14/A4.1
612
A
B
412
DSEE STAIR
DETAIL 9/A4.1
ACCESS DOOR24" X 30"
D
PDRLIVING ROOM
SLOPE ENDOF CLOSETFOR HEAD HT.
FOYER
HALL
LIN.BEDROOM
#1BATH
#2
12"O.H.
TOP OF SLAB+0'-8"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOORSTRUCTURE
MEAN ROOF HEIGHT+24'- 10 12"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
RIDGE VENT DETAIL 5/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
1TYP.
PRHT WALLSEE DETAIL8/A4.1
PRE-MANUF. OPENWEB FLOOR TRUSS14" DEEP BY OTHERS
5TYP.
2
B12"O.H.
12"O.H.
SEE FLOORDETAIL S0.4
SEEFOUNDATIONDETAIL 14/A4.1
612
A
B
KITCHEN
W.I.C. BEDROOM#1
STORAGE
B
4B DINING ROOM
BATH#1
BEDROOM#2
ALIGN WATERTABLEEAVE WITH
FRONT PORCH,VERIFY FINAL HT. IN
THE FIELD
PRE-MANUFACTUREDTRUSS BY OTHERS
TOP OF GARAGE SLAB+0'-4"
SECONDFLOORSUBFLOOR
+11'- 0 14"
TOP PLATE+19'- 13
4"
FINISHED GRADE+0'-0"
FLOORSTRUCTURE
MEAN ROOF HEIGHT+24'- 10 12"
PEAK OF ROOF+29'- 10"
1'-2
" MIN
.HE
ELA
T TR
USS
TOP OF MAIN SLAB+0'-8"
SEE EAVEDETAIL 1/A4.1
A
MECHANICAL ATTIC(HVAC UNITS TO BE
FIELD LOCATED BASED UPONFINAL TRUSS CONFIG.)
RIDGE VENT DETAIL 5/A4.1
PRE-MANUFACTUREDTRUSS BY OTHERS
A
RAISED PLATEHEIGHT W/GWBNAILER (+/- 4 58")
FLUSHBEAMABOVE
5TYP.
1TYP.
2
SEE DETAIL 17/A4.1SEE FOUNDATIONDETAIL S0.3
STORAGE STEP DOWNSEE FDN DETAIL S0.3
1'-2
" MIN
.HE
ELA
T TR
USS
9'-1
1/2
"8'
-1 1
/2"
1'-2
3/4
"
9'-1
1/2
"
LINE OF CMUBEYOND
612PRE-MANUFACTURED
TRUSS BY OTHERS
ALIGN GARAGEEAVE WITH
FRONT PORCH
TOP OF GARAGE SLAB+0'-4"
TOP PLATE+9'- 9 12"
FINISHED GRADE+0'-0"
SEE EAVEDETAIL 1/A4.1
SEE CMU GARAGEFOUNDATIONDETAIL S0.3
AA
3A
3B
3C
3D
6 +/- 9
'-1 1
/2"
+/-16 34"O.H.
SEE TURNDOWNDETAIL S0.3
21'-4"
+/-16 34"O.H.
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
_
A3.3
UNIT BUILDINGSECTIONS
BUILDING SECTION UNIT KSCALE: 14" = 1'-0"
1BUILDING SECTION UNIT KSCALE: 14" = 1'-0"
2
BUILDING SECTION UNIT KSCALE: 14" = 1'-0"
3
1" X 8" PAINTED WOODWALL CAP
WITH EASED EDGES,
2 41 12"
GWB
7 1/4"
36" A
.F.F
. MIN
.A
T ST
AIR
S
GWBAT TOPOF WALL
12" ROOFOVERHANG
1 1/
2"AI
RBA
FFLE
2" X 6" TOP CHORDS
FLASH AS REQUIRED
VARIES12
DOUBLETOP PLATE
HEIGHTTOP PLATE
VINYL WRAPPED FACIA(TO MATCH TRIM COLOR)
+/- 6
"
SLOPED CATHEDRALCEILING AT SELECTED
LOCATIONS
+/- 1
4" H
EEL
MIN
. (SE
E BL
DG
.SE
CTIO
NS)
5
A
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTORPER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
2" X 4" OUTLOOKERS @ 16" O.C.W/VENTED VINYL SOFFIT
SECTION VIEW
FRONT VIEW
SHELF10"1'-0"
METAL ROD
1" X 4" SUPPORTAT SIDEWALL
1" X 4" BRACE (RIPPED)
1'-0"
TYPICAL SHELF WITH ROD
SECTION VIEWTYPICAL LINEN SHELF
SHELF
6
5
4" CORNER TRIM ATBRICK VENEER
CAULKED JOINTW/BACKER ROD
BRICK VENEER
HORIZONTALSIDING
12" ROOFOVERHANG
1 1/
2"AI
RBA
FFLE
+/- 1
4" H
EEL
MIN
. (SE
E BL
DG
.SE
CTIO
NS)
2" X 6" TOP CHORDS
FLASH AS REQUIRED
2" X 4" OUTLOOKERS @ 16" O.C.W/VENTED VINYL SOFFIT
VARIES12
DOUBLETOP PLATE
HEIGHTTOP PLATE
+/- 6
"
SLOPED CATHEDRALCEILING AT SELECTED
LOCATIONS
1" X 4" TRIM BOARD- WRAPPED
6
A
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTORPER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
BLOCK AS REQ'D.
VINYL WRAPPED FACIA(TO MATCH TRIM COLOR)
2X12 STRINGER
RATED CEILINGMEMBRANE SEETYPE D, 2/T1.3
1" X 6" RISER
WOOD RAIL1 12" -2" TH.
TYPICAL RAILINGSECTION DETAIL
7 3 4"
MA
X.
10" MINIMUM(NOSING TO NOSING)
34"-3
8" A
.F.F
OR
STA
IR N
OSI
NG
2" X 12" TREAD
34"
NOSING
CARPETAS SCHED.
MULTI-STORY RESIDENTIAL UNIT STAIR NOTES:1. CHANGES IN ROOM ELEVATION OF ONLY ONE RISER WITH DWELLING UNITSDO NOT REQUIRE HANDRAILS.2. HANDRAILS WITHIN A DWELLING UNIT THAT IS NOT REQUIRED TO BE ACCESSIBLENEED ONLY EXTEND FROM THE TOP RISER TO THE BOTTOM RISER (SEE 1014.6 EX. 1).3. WITHIN A DWELLIN UNIT, THE USE OF A VOLUTE, TURNOUT OR STARTING EASING ISALLLOWED ON THE LOWEST TREAD (SEE 1014.4 EX. 2).
2
12 12
2
FLASH AS REQUIRED
VARIES12
SEE TYPICAL EAVE DETAIL1/A4.1 FOR TYP. NOTES
(MATCH EAVE HT AROUNDBUILDING, SEE ELEVATIONS)
+/- 6
"
+/- 1
4" H
EEL
MIN
. TO
MA
TCH
EAV
E HT
ARO
UND
THE
HOUS
E, (S
EEBU
ILD
ING
SEC
TION
S)
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTOR
PER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
PT GIRDER (SEE STRUCT.) LET INTOWALL BEYOND, TYP., FURR DOWN
AS REQ'D. TO MATCH ELEVATIONS ANDBOX OUT TO MATCH WALL THICKNESS
HORIZ. VINYLSIDINGBEYOND, TYP.
1'-0" O.H.TYP.
E
B
6
SOLID RIM JOIST (1 14" MIN.)
TO MATCH FLOOR DEPTHSEE STRUCTURAL ENG.
PT GIRDER W/PWDTO FURR-OUT FOR POST CAP
ATTACHMENT, BOX-OUTAT GIRDER AS REQ'D. TO
MATCH COLUMN PROFILE, V.I.F.
FIBERGLASS COLUMN ENCLOSURE(NON-LOAD BEARING), +/- 8" X 8"FINISHED DIMENSIONS, SEE ELEVS.
POST CAP BY SIMPSONSEE STRUCT. ENG. FASTEN PER
MANUFACTURER'S SPECS
WINDOW AS SCHED.1" X 6" TRIM BAND
VINYL SOFFIT/WALLPANELING PER
OWNER SELECTION
6"
2'-0"
DECORATIVE PVC TRIM MOLDINGW/ VINYL CLAD FACIA
COR
HURRICANE CONNECTIONSIMPSON UPLIFT CONNECTOR
PER STRUCTURAL ENGINEERAT EACH TRUSS, U.O.N.
UNRATED PORCH ROOFSTANDING SEAM METAL ROOFING
WITH 30 # BUILDING FELT ORSYNTHETIC UNDERLAYMENT AS
RECOMMENDED BY ROOFING INSTALLER7
16" APA RATED SHEATHINGPRE-FABRICATED ROOF TRUSSES @ 16" O.C.
OFFSET CLEAT
SIMPSONHANGER
PERENGIN.
STEEL LINTEL PER STRUCT. ENG.(ANGLED AS REQ'D.) AT ROOFPEAK, SEE BRICK SHELF ANGLESCHEDULE FOR MORE INFO.CONTINUOUS
FLASHINGAS REQ'D.
A
PREFABRICATEDRIDGE VENT, SHINGLESON TOP
+/- 4"HOLD SHEATHINGBACK AT TRUSSED
ROOF RIDGE
PREFABRICATEDROOF TRUSSES
OR E
2
2
1
3
SEQUENCE FORFLASHING
WINDOW FIN BEHINDFLASHING
FLASHING NOTES:FLASHING TO BE 6" (MIN.) WIDE STRIPOF BLACK POLY SET IN MASTIC,STAPLED TO SHEATHING. APPLY BOTTOM FIRST,SIDES SECOND AND LAP OVER BOTTOMPIECE, TOP PIECE LAST & OVER SIDE PIECES.OMIT AT BRICK VENEER WHERE BUILDING PAPER ISAPPLIED OVER SHEATHING.LAP BUILDING PAPER OVER WINDOW FIN TOFLASH WINDOWS.
2
12 12
2
12
2
4
4" M
IN.
THRU BOLTS SEESTRUCT. ENG.FOR MORE INFO.
2" X 4" PT LEDGERW/2" X 12" PT BAND,
MIN. (5) 12D NAILS@ EACH JOIST,
FLASH AS REQ'D,GIRDER PER PLAN
RIM JOIST BY TRUSSMANUFACTURER
3'-6
"
2
DECK RAILING2 X 4 TREATED RAILS
W/2"X2" TREATED PICKETS4" MAX CLEAR BETWEEN
PICKETS OR ALTERNATIVEVINYL/PVC RAILING SYSTEM
2"
TYP. DECKING54" X 6" PT DECKING
OVER 2" X 8" PTJOISTS @ 16" O.C.
2" X 8" PT WOOD BAND OVER(2) 2" X12"'S PT GIRDER LET INTO
WALL BEYOND, TYP., FURR DOWNAS REQ'D. TO MATCH ELEVATIONS AND
BOX OUT TO MATCH WALL THICKNESS
2" X 6" PT TOP CAPALTERNATIVE VINYL/PVCRAILING SYSTEM
C
8
5LINE OF EXTERIORWALL BEYOND,USE PT FRAMINGFOR ALL WOODIN CONTACTW/ THE SLAB
2
1" X 4" TRIM BAND W/DRIP EDGE
FLASH OVER HEADERAS REQUIRED
HORIZONTAL VINYL SIDING BET. TRIM
+/- 2
41 2"
1ST FLOOR- TOP OF SLAB
18"
MIN
.
5
2 4
EQ
EQ. EQ.
EQ
+/- 8
"
RECOMMENDED:METAL FLASHING
STARTER STRIP
PT WOOD 2" X 4" SILLW/FOAM SILL SEALER TYP.ALL EXTERIOR WALLS
8" SHOE BLOCK
SIMPSONHOLD-DOWN
SEE STRUCTURALENG. FOR SPECAND SPACING.
SEE STRUCTURAL ENG.DRAWINGS S0.3FOR MORE INFO ONFOOTINGS/REBAR
FINISHED GRADE
8" CMUFOUNDATIONFILL CELLSW/ CONCRETE
CL
TYPICAL BUILDING SLABFINISHED FLOOR AS SCHEDULED
4" CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL POLY VAPOR BARRIER
SEE STRUCTURAL ENGINEREING DWGS.AND GEOTECHNICAL REPORT
1ST FLOOR- TOP OF SLAB
18" M
IN.
6
2 4
+/-
8"
PT WOOD 2" X 4" SILLW/FOAM SILL SEALER TYP. ALLEXTERIOR WALLS
8" SHOE BLOCK
SIMPSON HOLD-DOWNSEE STRUCTURAL ENG. FOR
SPEC AND SPACING.
SEE STRUCTURAL ENG.DRAWINGS S0.3 FOR MOREINFO ON FOOTINGS/REBAR
FINISHED GRADE
8" CMU FOUNDATIONFILL CELLS W/ CONCRETE
FLASHING AND FULL JOINTWEEP SLOTS AT 24" O.C.,1 COURSE MIN. ABOVE GRADEFILL SPACE BELOW W/SOLID GROUT
1" MIN AIR SPACE
CORRIGATED METAL BRICK TIEAT STUD, 18" O.C. MIN. VERTICALLYAND 16" O.C. HORIZONTALLY, USECORROSION RESISTANTMETAL SCREWS, TYP.
RECOMMENDED: DRAINAGE MATAT BASE OF WALL.
EQ
EQ EQ
EQCL
TYPICAL BUILDING SLABFINISHED FLOOR AS SCHEDULED
4" CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL POLY VAPOR BARRIER
SEE STRUCTURAL ENGINEREING DWGS.AND GEOTECHNICAL REPORT
EXTERIOR LOAD BEARING SLAB4" TH. MONOLITIC CONCRETE SLAB (3,000 PSI MIN.)W/15 MIL VAPOR BARRIERSEE STRUCTURAL ENGINEERING DWGSAND GEOTECHNICAL REPORT.
PT WOOD POST, W/ PVC TRIM ENCLOSURE,PER OWNER SPEC., SEE STRUCT. ENG.POST BASE BY
SIMPSON, SEE STRUCTURALENGINEER FOR MORE INFO
58" ANCHOR BOLTS MIN.
SET EPOXY TIEIN THE FIELD PER
MANF. SPECS
3"
SEE STRUCTURAL ENGINEERINGDRAWINGS S0.3 FOR FOOTING INFO.INCLUDING DIMENSIONS
SOLID SURFACECOUNTERTOP
MATERIAL PER OWNER'SSELECTION, V.I.F.
2 4
40 1 2"
AT
BAR
TOP
SIM
.
GWB
7"
1 1 2"
42" T
O T
OP
OF
FIN
ISHE
D C
OUN
TER
EQ EQ
GWB AT TOP OFWALL
KITCHENCABINET
SOLID SURFACECOUNTERTOPMATERIAL PER OWNER'SSELECTION, V.I.F.
SOLID SURFACEBACKSPLASH TOMATCH COUNTERTOP
+/- 4
"36
" A.F
.FTY
PIC
AL
SOLID SURFACECOUNTERTOP
MATERIAL PER OWNER'SSELECTION, V.I.F.
2 6
40 1 2"
AT
BAR
TOP
SIM
.
GWB
18" COUNTERTOP
1 1 2"
42" T
O T
OP
OF
FIN
ISHE
D C
OUN
TER
1 12"
GWB AT TOP OFWALL
KITCHENCABINET
SOLID SURFACECOUNTERTOPMATERIAL PER OWNER'SSELECTION, V.I.F.
SOLID SURFACEBACKSPLASH TOMATCH COUNTERTOP
+/- 4
"36
" A.F
.FTY
PIC
AL
+/- 10" OVERHANG
2015-17 BEACON ARCHITECTURE + DESIGNP.L.L.C.- ALL RIGHTS RESERVED
C
SHEET:
STAMP:
SCALE:
DATE:
DRAWN BY:
ARCHITECTURE + DESIGN, P.L.L.C.P.O. BOX 1827
KITTY HAWK, NC 27949PH: (252) 441-6767, FAX (252) 261-6045
BEACON
DRAWING NAME:
OLDFIELD
PHASE 2C160 OLD TOWNE RD.
BLUFFTON, SC
MEWS
PROJECT NAME:
REVISIONS: DATE:
PRELIMINARY DRAWINGSNOT FOR CONSTRUCTION:
1 /9 / 17
CKN
ATLANTEC ENGINEERS3221 BLUE RIDGE ROAD, SUITE 113RALEIGH, NC 27612PHONE: (919) 571-1111, FAX: (919) 571-1114
PLUMBING, MECHANICAL, ELECTRICAL ENGINEER:
STRUCTURAL ENGINEER:
MCPHERSON DESIGN GROUP, PC6371 CENTER DRIVE, STE. 100
NORFOLK, VA 23502PH: (757) 965-2000
ISSUED FOR CONSTR. 1 / 9 / 17
CHRISTOPHERKENT NASON
KITTY HAWK, NC9047
STA
T E
O F SOU T HCAR
OLI N
A
REG
I S
T E D A R C I T E CT
BEACONARCHITECTUREAND DESIGN
KITTY HAWK, NC101033
STA
T E
O F SOU T HCAR
OLIN
A
REG
I S
T E D A R C I T E CT
S
1 / 9 / 17
_
A4.1
DETAILS
SCALE: 34"=1'-0"TYPICAL EAVE DETAIL AT VINYL SIDING
1SCALE: 1 12"=1'-0"BRICK VENEER CORNER DETAIL
6
SCALE:1 12"=1'-0"SHELF DETAILS
7
SCALE: 3"=1'-0"PARTIAL HEIGHT WALL DETAIL
8
SCALE: 34"=1'-0"TYPICAL EAVE DETAIL AT BRICK VENEER
2
SCALE:1 12"=1'-0"MULTI-STORY UNIT STAIR DETAILS
9
SCALE: 34"=1'-0"EXTERIOR PORCH SLAB DETAIL- AS REQ'.D. SEE STRUCTURAL
3
NOT TO SCALEPORCH GRAPHIC DETAILS
11
13TYPICAL EXTERIOR PORCH EAVE DETAILSCALE: 34" = 1'-0"
10SLOPED ROOF PORCH DETAIL, TYP.SCALE: 34" = 1'-0"
SCALE: 34"=1'-0"TYPICAL FLASHING DETAILS
4
SCALE:1 12"=1'-0"RIDGE VENT DETAIL
5
TYPICAL DECK DETAIL12
SCALE: 34" = 1'-0"
14TYPICAL EXTERIOR FOOTING DETAILSCALE: 34" = 1'-0"
15TYPICAL EXTERIOR FOOTING DETAIL AT BRICKSCALE: 34" = 1'-0"
SCALE: 3"=1'-0"PARTIAL HEIGHT COUNTER DETAIL
16
SCALE: 3"=1'-0"PARTIAL HEIGHT BAR COUNTER
17