STANDARD ABBREVIATIONS BAILEY ROAD … · fs full size ftg footing ga gauge ... std standard sq...
Transcript of STANDARD ABBREVIATIONS BAILEY ROAD … · fs full size ftg footing ga gauge ... std standard sq...
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N70°24'11"W
228.48'
N36°35'36"E
150.01'
L1
L2L3
L4
L8
N89°36'43"W
290.52
N89°36'43"W
290.52
N88°35'42"W
328.13
N36°49'09"E411.25
N58°55'49"W
160.17
- IRON AXLE FOUND
- PROPERTY CORNER
VA STATE PLANE COORDS 1927
2 BR H/C
1 BR H/C
1 BR S/H
3 BR3 BR
2 BR
2 BR 2 BR 1 BR2 BR
3 BR3 BR
1 BR2 BR
2 BR2 BR
3 BR3 BR
3 BR
3 BR2 BR 2 BR
BUILDING TYPE D1-2 H/C DUPLEX
BUILDING TYPE A1-2 DUPLEX(1) BR S/H UNIT
BUILDING TYPE C3-3 DUPLEX
BUILDING TYPE B2-2 DUPLEX
BUILDING TYPE C3-3 DUPLEX BUILDING TYPE B
2-2 DUPLEX
BUILDING TYPE B2-2 DUPLEX
BUILDING TYPE C3-3 DUPLEX
BUILDING TYPE A1-2 DUPLEX
BUILDING TYPE A1-2 DUPLEX
BUILDING TYPE C3-3 DUPLEX
2 BR 2 BR
BUILDING TYPE B2-2 DUPLEX
COMMUNITY BUILDING
TYPE D 1-2 H/C TYPE C 3-3TYPE B 2-2
TYPE B 2-2
TYPE A 1-2TYPE B 2-2TYPE A 1-21 BR S/HTYPE C 3-3
TYPE C 3-3 TYPE B 2-2 TYPE A 1-2 TYPE C 3-3
COMMUNITY BUILDING
SHEET
SHEET NAME
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
STANDARD ABBREVIATIONSACP ACOUSTIC PLASTERACT ACOUSITCAL CEILING TILEALUM ALUMINUMARCH ARCHITECTURALAT ASPHALT TILEAVG AVERAGEAFF ABOVE FINISHED FLOORALT ALTERNATEAB ANCHOR BOLTABS AIR BARRIER SYSTEMAPPROX APPROXIMATE
BLK BLOCKBRG PL BEARING PLATEBDRM BEDROOMBSMT BASEMENTBRG BEARINGBM BENCHMARKBRK BRICKBW BOTH WAYSBD BOARDBLKG BLOCKINGBLDG BUILDING
CPT CARPETCEM CEMENTCFM CUBIC FEET PER MINUTECONT CONTINUOUSCI CAST IRONCTR CENTERCL CENTERLINECPL CEMENT PLASTERCLG CEILINGCT CERAMIC TILECLST CLOSETC TO C CENTER TO CENTERCONST CONSTRUCTIONCW COLD WATERCONC CONCRETECMU CONCRETE MASONRY UNITCSMT CASEMENTCJ CONTROL JOINT
DR DOORDTL DETAILDH DOUBLE HUNGDIA DIAMETERDIM DIMENSIONDN DOWNDW DISHWASHERDS DOWNSPOUTDWG DRAWINGDBL DOUBLEDF DRINKING FOUNTAIN
EQUIP EQUIPMENTEA EACHELEV ELEVATIONEST ESTIMATEDEW EACH WAYEXIST EXISTINGEXT EXTERIOREQ EQUALEWC ELECTRIC WATER COOLEREJ EXPANSION JOINTELEC ELECTRICAL
FD FLOOR DRAINFDN FOUNDATIONFFE FINISHED FLOOR ELEVATIONFIN FINISHFL FLOORFO FINISHED OPENINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFS FULL SIZEFTG FOOTING
GA GAUGEGALV GALVANIZEDFI GALVANIZED IRONGIWT GLAZED INT WALL TILEGL GLASSGWB GYPSUM WALL BOARDGYP BL GYPSUM BLOCK
HB HOSE BIBBHC HOLLOW COREHDWE HARDWAREHORIZ HORIZONTALHGT HEIGHTHM HOLLOW METALHMF HOLLOW METAL FRAME
ID INSIDE DIMENSIONINSUL INSULATIONINT INTERIOR
JT JOINT
KIT KITCHEN
LL LIVE LOADLAV LAVATORYLINO LINOLEUMLR LIVING ROOMLT LIGHT
MFG MANUFACTURINGMECH MECHANICALMFR MANUFACTURE(ER)MAR MARBLEMATL MATERIALMAX MAXIMUMMTL METALMO MASONRY OPENINGMIN MINIMUMMLDG MOULDING
NA NOT APPLICABLENAT NATURALNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE
OA OVERALLOPNG OPENINGOC ON CENTEROD OUTSIDE DIAMETEROHSD OVERHEAD SECTIONAL DOOROFCI OWNER FURNIHSED CONTRACTOR INSTALLEDOSB ORIENTED STRAND BOARD
PSF POUNDS PER SQ. FOOTPSI POUNDS PER SQ. INCHPT PRESSURE TREATEDPLAS LAM PLASTIC LAMINATEPNT PAINT(ED)PL PLATEPL BD PLASTER BOARDPLYWD PLYWOODPNL PANELPROJ PROJECTPR PAIRPLAS PLASTER
QT QUARRY TILEQTY QUANTITY
REQD REQUIREDRAD (R) RADIUSRA RETURN AIRRDM RANDOMRB RUBBERREBAR REINFORCING BARREF REFRIDERATORREV REVISIONRM, RMS ROOM, ROOMSRO ROUGH OPENINGRT RUBBER TILER RISER(S)
SIM SIMILARSHTG SHEATHINGS&V STAIN & VARNISHSC SOLID CORESCFT STRUCTURAL CLAY FACING TILESCH SCHEDULESECT SECTIONSHT SHEETSPECS SPECIFICATIONSSQ FT SQUARE FEETSS STAINLESS STEELSTL STEELSTOR STORAGESTR STRUCTURALSF SQUARE FOOTSTD STANDARDSQ SQUARESYP SOUTHERN YELLOW PINESPF SPRUCE PINE FIR
TC TERRA COTTATHK THICK (NESS)T TREADTHOLD THRESHOLDTYP TYPICALT&G TONGUE & GROOVETOS TOP OF STEELTOW TOP OF WALLTOC TOP OF CONCRETE
UNFIN UNFINISHEDUR URINALUNO UNLESS NOTED OTHERWISE
VERT VERTICALVEST VESTIBULEVT VINYL TILEVB VAPOR BARRIERVCT VINYL COMPOSITE TILE
W WIDTHWC WATER CLOSETWD WOODWTRSTR WEATHER STRIPPEDWI WROUGHT IRONWP WATERPROOFINGWH WATER HEATERW/ WITHW/O WITHOUTWWM WELDED WIRE MESHWM WIRE MESHWWF WELDED WIRE FABRICWF WIDE FLANGEWRB WEATHER RESISTIVE BARRIER
DESIGNED
DRAWN
CHECKED
APPROVED
COMM#
THE STUDIO
THE STUDIO
LOCATION MAP
VICINITY MAP
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
‐
3/6/2017 5:20:46 PM
T101
TITLE SHEET
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
XBAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BAILEY ROAD APARTMENTS TYPE C, 3‐3DUPLEX
BAILEY ROAD, PARKSLEY, VIRGINIA
BEK
CMA
1117
01/06/2017
PROJECT DESCRIPTION
THIS PROJECT CONSISTS OF A TWO-FAMILY DWELLING UNIT WITH (2) 3-BEDROOM UNITS.
THE BUILDING IS 2-STORY SLAB ON GRADE CONSTRUCTION, WOOD FRAMED WALLS, WOOD FLOOR TRUSSES, AND WOOD ROOF TRUSSES; CLAD IN FIBER CEMENT SIDING AND SHINGLES.
THE PROJECT SHALL COMPLY WITH THE ITEMS SPECIFICALLY LISTED AND SCORED ACCORDING TO THE 2012 NAHB NGBS HOME INNOVATIONS GREEN BUILDINGS CERTIFICATION SILVER RATING.
APPLICABLE CODE INFORMATION
APPLICABLE CODE: 2012 VIRGNIA RESIDENTIAL CODEUSE GROUP: R-5 RESIDENTIALCONSTRUCITON CLASSIFICATION: TYPE VB, UNPROTECTEDENERGY CODE: 2012 VIRGINIA ENERGY CONSERVATION CODETYPICAL INSULATION VALUES: WALLS R-16
ATTIC R-50
SQUARE FOOTAGES
TOTAL FIRST FLOOR RIGHT SIDE 639 GSFTOTAL FIRST FLOOR LEFT SIDE 639 GSFTOTAL SECOND FLOOR RIGHT SIDE 639 GSFTOTAL SECOND FLOOR LEFT SIDE 639 GSF
TOTAL RIGHT SIDE 1278 GSFTOTAL LEFT SIDE 1278 GSFBUILDING TOTAL 2556 GSF
BUILDING FOOTPRINT 1278 GSF
INDEX OF DRAWINGS
SHEETNUMBER SHEET NAMET101 TITLE SHEETEE101 ENERGY EFFICIENCY DETAILSS101 FOUNDATION PLANS102 FRAMING PLANSA101 FLOOR PLANSA102 ROOF PLANA201 EXTERIOR ELEVATIONSA202 INTERIOR ELEVATIONSA301 SECTIONS AND DETAILSA302 STAIR SECTION AND PLANSA601 SCHEDULESP101 PLUMBING FLOOR PLANSM101 MECHANICAL FLOOR PLANSE101 ELECTRICAL PLANS
DESIGN ARCHITECT'S CERTIFICATION
This project has been designed by me, or under my supervision, in accordance with the latest editions of the Building, Mechanical, and Plumbing Code, the National Electrical Code, and appliccable Federal, State and Local Codes, Laws, Regulations, RD Instruction 1942-A, Americans with Disabilities Act (ADA), and Uniform Federal Accessibility Standards (UFAS); and, to the best of my knowledge and belief, these Construction Documents are in compliance therewith.
Registered Architect / Engineer VA Registration Date
OWNER: EASTERN SHORE OF VIRGINIA HOUSING ALLIANCEPO BOX 387ACCOMACK, VIRGINIA 23301
ARCHITECT: CHP DESIGN STUDIO, LLC448 DEPOT ST, N.E.CHRISTIANSBURG, VIRGINIA 24073(540) 382-2002(540) 381-8270 FAXWWW.CHPDESIGNSTUDIO.ORG
CONTRACTOR: CHP CONSTRUCTION448 DEPOT ST, N.E.CHRISTIANSBURG, VIRGINIA 24073(540) 382-2002
MECHANICAL: VIRIDIANTCONSULTANT 1431 WEST MAIN ST
RICHMOND, VIRGINIA 23220(804) 225-9843(804) 562-4156 FAXWWW.VIRIDIANT.ORG
PROJECT SITE
PROJECT SITE
1
ISSUE/REVISION SCHEDULENO. DATE DISCIPLINE DESCRIPTION
10/21/16 ALL RD REVIEW2/8/2016 ALL BID SET
1 01/06/17 ALL REVIEW/ CONSTRUCTION SET
1
.
FLASH WINDOWSAND OTHEROPENINGS
MIN 10 MILPOLY
SEAMS SEALED
R10 RIGID INSULATION PROVIDES THERMAL BREAK FOR SLAB AND FUNCTIONS AS AN EXPANSION JOINT
SEAL
INSULATE AND AIRSEAL BEHIND TUBWITH SEALED SHEET MATERIAL
GASKET
SEALWITH FOAM
SEAL
SEAL
AIR SEAL GASKET
SEAL
2EE101 NOT TO SCALE
DETAIL 3EE101 NOT TO SCALE
DETAIL 4EE101 NOT TO SCALE
DETAIL 5EE101 NOT TO SCALE
DETAIL 6EE101 NOT TO SCALE
DETAIL 7EE101 NOT TO SCALE
DETAIL 8EE101 NOT TO SCALE
DETAIL 9EE101 NOT TO SCALE
DETAIL
10EE101 NOT TO SCALE
DETAIL 11EE101 NOT TO SCALE
DETAIL 12EE101 NOT TO SCALE
DETAIL 13EE101 NOT TO SCALE
DETAIL 14EE101 NOT TO SCALE
DETAIL
15NOT TO SCALE
DETAIL 16NOT TO SCALE
DETAIL 17NOT TO SCALE
DETAIL 18NOT TO SCALE
DETAIL 19NOT TO SCALE
DETAIL
20NOT TO SCALE
DETAIL 21NOT TO SCALE
DETAIL 22NOT TO SCALE
DETAIL 23NOT TO SCALE
DETAIL 24NOT TO SCALE
DETAIL 25NOT TO SCALE
DETAIL
27NOT TO SCALE
DETAIL 28NOT TO SCALE
DETAIL 29NOT TO SCALE
DETAIL 30NOT TO SCALE
DETAIL26EE101 NOT TO SCALE
DETAIL
MONOLITHIC SLAB
CAULK
RIGID BOARD
CONDITIONED SPACE
USE BACKER ROD TOFILL GAPS BETWEEN WINDOW AND ROUGH OPENINGS
STUD CAVITIESSHALL BE BLOCKEDAT LOCATIONS OFVARYING CEILINGHEIGHT, SUCH ASIN COMMON WALLSBETWEEN ADJACENTHOMES, TO REDUCEAIRFLOW THROUGH THE WALL CAVITIES.
THE SPACE BETWEENTHE FRAMING FORWINDOW OR DOOR(INCLUDING ATTICACCESS) ROUGHOPENINGS AND THEINSTALLED UNITS SHALLBE SEALED WITHNON-EXPANDING SPRAYFOAM SEALANT, CLOSEDFOAM BACKER ROD,SPRAY APPLIEDINSULATION, OR OTHERSUITABLE SEALANT.CELLULOSE, FIBERGLASSOR ROCK WOOL BATTINSULATION IS NOTACCEPTABLE AS ASEALANT BUT CAN BEUSED AS A BACKINGFOR A SEALANT (SUCHAS CAULK).THRESHOLDS FOREXTERIOR DOORS SHALLBE SEALEDTO THE SUBFLOOR.
SEAL
ALL PENETRATIONS THROUGHTHE BAND AREA SHALL BESEALED WITH SHEETING ANDPROPER SEALANT SUCH ASHOLES DRILLED FOR HVAC,PLUMBING AND ELECTRIC LINES.
VENT FANSEAL
SEAL
ALL PENETRATIONS THROUGHINSULATED FLOOR SYSTEMSOVER UNCONDITIONED AREAS(SUCH AS BASEMENTS,CRAWLSPACES, AND GARAGES) MUST BE SEALED INCLUDING DUCT, ELECTRICAL AND PLUMBING PENETRATIONS.
ALL PENETRATIONS THROUGH INSULATED CEILINGS SHALL BE SEALED WITH A PROPER SEALANT INCLUDING HVAC BOOTS, BATHROOM FANS, LIGHT FIXTURES, SECURITY AND AUDIO SPEAKERS.
RECESSED LIGHTS IN CEILINGS WITH AN UNCONDITIONED AREA ABOVE MUST MEET THE ENERGY CODE SPECIFICATION (2009 IECC SECTION 502.1.3 SECTION 1 OR 3) FOR AIR TIGHTNESS AND MUST BE INSULATION CONTACT (IC) RATED.
INSULATION DAMS PREVENT LOOSE-FILL INSULATION FROM FALLING THROUGH ACCESS GWB HATCH LID
W/ RIGID INSULPUSHES UP ANDOUT OF THE WAY FOR ACCESS
ATTIC SCUTTLE HOLES THAT ARE LOCATED IN CONDITIONED SPACE SHALL BE WEATHER STRIPPED TO PROVIDE AN AIRTIGHT SEAL AGAINST THE CEILING TRIM AND DRYWALL.
ALL SEAMS SHALL BE SEALED IN BANDJOISTS BETWEEN CONDITIONED FLOORS, SINCE THE BAND IS PART OF THE BUILDING ENVELOPE.
UNCONDITIONEDSPACE
CONDITIONEDSPACE
SEAL WIRINGAND PLUMBINGPENETRATIONS
SEAL PLUMBINGPENETRATIONS
ALL HOLES IN THEFLOOR ASSEMBLYFOR PLUMBING,WIRING,DUCTWORK, ANDOTHER PURPOSESCONNECTINGCONDITIONED ANDUNCONDITIONED(AND EXTERIOR)AREAS SHALL BESEALED.PENETRATIONSFOR FLUES ANDOTHERHEAT-PRODUCINGITEMS SHALLBE SEALED WITHNONCOMBUSTIBLESHEET MATERIALSAND HIGHTEMPERATURESEALANT.
TAPE JOINTSIN FOAMSHEATHING
TAPE JOINT
EXTEND SHEATHING BELOW BOTTOM PLATE AND SEAL
ALL GAPS IN EXTERIOR SHEATHING, SUCH AS SEAMS BETWEEN ADJACENT SHEETS, SHALL BE SEALED WITH A PROPER SEALANT. ALL PENETRATIONS, SUCH AS HOLES DRILLED FOR CONDENSATION LINES AND UTILITY BOXES, SHALL BE SEALED WITH AN EXPANDING SPRAY FOAM OR EQUIVALANT.
EXTERIOR WALL AREAS SHALL HAVE BUILDING PAPER, HOUSEWRAP OR SIMILAR MATERIAL (SIS) DESIGNED TO PROTECT THE WALL FROM WATER MOVING PAST THE EXTERIOR CLADDING. THE SYSTEM SHALL BE INTEGRATED WITH FLASHING AND BE DESIGNED AND INSTALLED TO MINIMIZE MOISTURE MIGRATION BETWEEN THE EXTERIOR CLADDING AND THE WALL SHEATHING.
SEAL
SEAL
FULL CAVITY INSULATION
FOR FLOORS WITH CONDITIONED AREA OVER UNCONDITIONED OPEN AREAS, THE FLOOR JOIST CAVITY SHALL BE SEALED WITH SHEET MATERIAL OR BLOCKING AND SEALANT ABOVE THE TOP PLATE OF THE SUPPORTING WALL AND FULLY INSULATED TO MINIMUM R19, EITHER WITH RIGID INSULATION BETWEEN FLOOR JOISTS OR WITH CELLULOSE AND NETTING OR BE FOAM FILLED.
A SECONDARYBARRIER SHALLBE INSTALLEDBEHIND TUBSAND SHOWERSBEFOREINSTALLING BATH AND SHOWERASSEMBLIES.THE SHEETINGMATERIAL MUST BE SEALED WITHA PROPERSEALANT ANDTHE EXTERIORWALL MUST BEINSULATED TOTHE REQUIREMENTSOF THE ENERGYCODE.
SEAL TUBPENETRATION
WINDOWROUGHOPENING
ALL PENETRATIONS INDRYWALL IN INSULATEDWALLS SHALL BE SEALED WITH A PROPER SEALANT INCLUDING WALL SWITCHES, ELECTRICAL OUTLETS AND KNEEWALL DOOR ROUGH OPENINGS.
DRYWALL SHALL BE SEALED TO TOP PLATE ON CEILINGS SEPARATING ATTIC FROM CONDITIONED SPACE.
GASKETS, CAULK OR FOAM CAN BE USED TO AIR SEAL DRYWALL AT ANY STAGE OF THE INSTALLATION.
ATTIC ACCESS
AN INSULATED ATTICHATCH SHALL BEBUILT TO OPEN TO THE ATTIC AND FORM AN AIRTIGHT SEAL WHEN CLOSED.THE ATTIC HATCH MUST ACCOMMODATE THE "HIDEAWAY STAIRS" AND BE INSULATED TO AT LEAST R-10 AND FIRMLY ATTACHED.
INSULATED WALL
CAULK UNDER SIS AND SEAL GAP BETWEEN ELECTRICAL BOX AND SHEATHINGSEAL SIS
BELOWBOTTOM PLATE
SEAL SEAMWITH TAPE
SHEATHINGPANEL
SEALFLOODLIGHTAT OPENING
SEAL AT TOP PLATE
SEAL HOSEBIB AT OPENINGSEAL TO FRAMING
WINDOWSIS
SIS
STRUCTURALLYINSULATED SHEATHING (SIS) SHALL BE INSTALLED ACCORDING TO THEMANUFACTURER'SSPECIFICATIONS. ALLSEAMS MUST BE CUTPROPERLY AND ALLEDGES TAPED TOENSURE A CONTINUOUSAIR BARRIER.
RIGID BOARDINSULATION
SILL GASKET MEMBRANE(ALSO SERVES ASCAPILLARY BREAK)
DRYWALL AND BASEBOARD
GRAVEL BASE
MIN 10 MIL POLYUNDER SLAB
GRAVELFOR DRAINAGE
R10 OR GREATER EXTERIOR SLAB INSULATION, SUCH AS FOR MONOLITHIC SLABS, MAY BE INSTALLED WITH APPROVED MEMBRANES (SUCH AS EPDM-TYPE MEMBRANES) TO PROTECT AGAINST TERMITES. ALTERNATIVELY, NON-MONOLITHIC SLABS MAY USE RIGID INSULATION BETWEEN THE STEM WALL AND THE POURED (FLOATING) SLAB, USING THE PROTECTIVE MEMBRANE AS A TERMITE FLASHING AND AS A CAPILLARY BREAK.
GRAVELBASE
GRAVEL ORDRAINAGEPLANE MATERIAL
RIGID BOARDINSULATION
SILL GASKETMEMBRANE (ALSOSERVES ASCAPILLARY BREAK)
R-3 MIN RIGID INSULTO FILL VOID
DOUBLETOP PLATE
R-3 MIN RIGID INSUL
EXTERIOR WALLS FEATURING HEADERS (OVER WINDOWS AND DOOR OPENINGS) SHALL BE FRAMED WITH AT LEAST R-3 RIGID FOAM INSULATION BETWEEN THE 2X MEMBERS. OTHER METHODS OF ACHIEVING INSULATED HEADERS, SUCH AS BOXED HEADERS WITH R-3 RIGID INSULATION, ARE ALSO ACCEPTABLE.
INSULATIONFILLS CORNER
DRYWALL CLIP TO HOLD DRYWALLIN PLACE
THE INTERSECTING CORNER OF TWO INSULATED WALLS SHALL BE FRAMED SUCH THAT INSULATION IS CONTINUOUS IN THE EXTERNAL WALL (CORNERS WITH UNNECESSARY 2X4'S ARE NOT PERMITTED). A "CALIFORNIA CORNER" OR TWO-STUD CORNER WITH DRYWALL CLIPS ARE METHODS OF ACHIEVING THIS.
ADVANCED CORNERCAULK BOTTOM PLATETO SUBFLOOR
CAULK BAND JOISTTO SUBFLOOR ANDPLATES AND INSULATE
CAULK BOTTOMPLATE TO SUBFLOOR
SILL GASKET OR DOUBLE-BEAD OF CAULK
THE BAND JOIST CONNECTING TWO CONDITIONED FLOORS SHALL BE INSULATED TO R19 OR GREATER.
DRYWALL AND INTERIOR WALLS ARE ATTACHED TO "LADDER," WHICHSPANS BETWEEN STUDS
THE INTERSECTION OF AN INTERIOR WALL AND AN INSULATED WALL SHALL BE FRAMED SUCH THAT INSULATION IS CONTINUOUS IN THE EXTERNAL WALL. A "LADDER" TYPE INTERSECTION IS ONE METHOD OF ACHIEVING THIS.
BLOWN INSULATION
SOFFITVENT
RAFTERBAFFLE
"SOFFIT DAM" USE BATT OR RIGID FOAM INSULATION
TO ENSURE FULLDEPTH OF ATTICINSULATION ABOVE EXTERIOR WALL TOP PLATES, ENERGY TRUSSES WITH RAISED TOP CHORD FOR JOIST/RAFTERASSEMBLIES SHALL BE USED.
ENERGY TRUSSSUPPLY LEAKAGE
SUPPLY AIR
MASTIC ATSWIVEL JOINTS
MESH TAPEAND MASTIC
MASTICCEILINGREGISTER
MASTIC BETWEEN DRYWALL AND BOOT
SUPPLYLEAKAGE
ATTICINSULATION
ALL TRANSVERSESEAMS IN SUPPLYAND RETURN DUCTS,INCLUDING SUPPLYAND RETURNPLENUMS ANDLEAKAGE SITES INTHE AIR HANDLER,SHALL BE SEALEDWITH DUCT MASTICAND FIBEROUSREINFORCING MESHACCORDING TOSMACNASPECIFICATIONS.DUCT TAPE IS NOT ASUITABLE SEALANTFOR DUCTS
SEAL COLLARSTO PLENUMWITH MASTICOR MASTICTAPE
MIN MERV-6 FILTER LOCATED IN WALL
ALLOW 6" CLEARANCE ON ALL SIDES AND BETWEEN DUCT TAKE-OFFS FROM PLENUM
SEAL ALL JOINTSAND SEAMS IN AIRHANDLER ANDDUCTWORK WITHMASTIC OR MASTIC TAPE
ALL SUPPLYDUCT TAKE-OFFSSHALL BESPACED ATLEAST 6 INCHESAPART FROMEACH OTHERWITH NO DUCTTAKE-OFFSORIGINATINGFROM THE CAPOF THE SUPPLYPLENUM.JUNCTION BOXESWITH 4TAKE-OFFS ORLESS AREEXCLUDED.
5' MAXIMUM
SAG 1/2" PER FOOTOF SUPPORT SPACING
ALL DUCT WORK SHALL BE MADE OF RIGID DUCTMATERIALS (SHEET MATERIAL. FLEX DUCT AT SUPPLY DIFFUSERS SHALL BE PULLED TIGHT FOR OPTIMAL AIR FLOW WITH NO PINCHES OR KINKS.
ADVANCED LADDER T-WALL FRAMING
VALLEY FLASHING
ALL VALLEYS ANDPENETRATIONS IN THE ROOFINGSYSTEM SHALL BE REINFORCED WITH EITHER METAL FLASHINGMATERIAL OR ASELF ADHERINGUNDERLAYMENTDESIGNED ANDAPPROVED FORUSE WITH THEINSTALLEDROOFING SYSTEM.
WINDOW PAN FLASHING UNITS
ALL WINDOWS AND EXTERIOR DOORS SHALL HAVE A WATER RESISTANT FLASHING INSTALLED ON THE SIDE AND BASE OF WINDOW AND DOOR ROUGH OPENINGS TO DIRECT WATER LEAKS OUT OF THE FRAMING.
GUTTERSCONNECTED TODOWNSPOUTSTHAT DRAINWATER AWAYFROM THE HOUSE
DURABLE ROOFWITH OVERHANG ALL RAIN FROM
THE ROOF SHALLBE COLLECTED INA ROOF GUTTERSYSTEM ANDDIRECTED VIADOWNSPOUTS SUCH THAT WATER ISDISCHARGEDAT LEAST 5 FEETAWAY FROM THEFOUNDATION.
HEAT TRAP
CUT-OUTSFORHEATING COILELEMENTS
REQUIRED: ALL FIXTURES MUST MEET NATIONAL ENERGY POLICY ACT FLOW STANDARDS.
REQUIRED: HEAT TRAPS INSTALLED ON ALL WATER HEATERS.
INTERIOR
EXTERIOR
RIGID INSULATION
WINDOW ROUGH OPENING
MIN MERV-6 FILTER AT RETURNAIR PLENUM FORFRESH AIR
SUPPLY AIR DUCTRETURN AIR DUCT
6" INSULATED FRESH AIR INTAKE DUCT
RETURN AIR PLENUM
SCALE:1
EE101DETAIL
NOT TO SCALE SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE: SCALE:
SCALE: SCALE: SCALE: SCALE: SCALE:
SCALE: SCALE: SCALE: SCALE: SCALE:
SCALE: SCALE: SCALE: SCALE: SCALE: SCALE:
SCALE: SCALE: SCALE: SCALE: SCALE:
DRAIN TILE BESIDE FOOTING, WITH TOP OF DRAIN TILE BELOW BOTTOM OF SLAB/CRAWLSPACE FLOOR, IN 6" MIN GRAVEL
2' - 0"
INSUL FOIL JACKET
*COMPLY WITH ENERGY STAR HVAC CHECKLIST REQS.
SINGLE JACK STUD - TYP
EE101
EE101 EE101 EE101
EE101 EE101
EE101 EE101 EE101
EE101
EE101 EE101 EE101 EE101 EE101
.
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:30 PM
EE101
ENERGYEFFICIENCYDETAILS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
7' - 0" 3' - 0" 13' - 10" 3' - 0" 2" 16' - 10" 3' - 2" 7' - 0"
54' - 0"
6' -
0"16
' - 9
1/2
"5'
- 0
1/2"
8' -
2"2'
- 0"
38' -
0"
7' - 0" 20' - 0" 2" 19' - 10" 7' - 0"
54' - 0"
44' -
0"
5S101
5S101
CJ
TYP
CJ
CJ
INTERIOR SLAB ON GRADE
INTERIOR SLAB ON GRADE
EXTERIOR SLAB ON GRADE
EXTERIOR SLAB ON GRADE
EXTERIOR SLAB ON GRADE
INTERIOR SLAB ON GRADE
EXTERIOR SLAB ON GRADE
INTERIOR SLAB ON GRADE
FLOOR DRAIN RE: PLUMBING DWGS
FLOOR DRAIN RE: PLUMBING DWGS
5S101
5S101
S1013
7S101
7S101
8S101
8S101
RADON VENT
7S101
CJ
CJ
CJ
7S101
7S101
TYP
TYP
TYP
TYP
TYP
6' -
0"2'
- 0"
8' -
2"5'
- 0
1/2"
16' -
9 1
/2"
6' -
0"
1' -
3"10
' - 0
"19
' - 6
"1'
- 3"
5' - 4 1/4" 2' - 0"11 3/4"2' - 0"
1' -
3"10
' - 0
"3'
- 9"
4' -
2 13
/16"
11' -
6 3
/16"
1' -
3"
2' - 0"11 3/4"2' - 0" 5' - 4 1/4"
REINF AS NOTED IN FOUNDATION DESIGN(3) #4 REBAR @ 12" O.C.
CONC FOUNDATION
TH
T
1 1/2" H (MIN)
MIN CLR DISTANCE - TYPICAL
TYP
24 D
T
(3) #4 REBAR @ 12" O.C.
48 DIAMETERS OF TIE BAR
VERTICAL REINFORCING
HORIZONTAL REINFORCING
CORNER TIES @ HORIZ REINFORCING SPACING SIZE BAR W/ EACH LEG 48 DIAMETERS OF THE BAR
MUDSILL ANCHORS 12" FROM FOUNDATION CORNERS - 12" INTO STEM WALL @ 4' - 0" MAX USE 1/2" DIA. ANCHOR BOLTS
4"4"
1 1/
2"
3/4"
STOP REINF. 1" FROM JOINT - EACH SIDE
4" CONC. SLAB W/ 6x6 W2.9 x W2.9 OVER 4" CRUSHED RECYCLED CONCRETE, OVER COMPACTED SUBGRADE
METAL KEY OR FORMED
EXTERIOR SLAB CONSTRUCTION JOINT
4"4"
T/4
4" CONC. SLAB W/ 6x6 W2.9 x W2.9 WWF OVER 4" CRUSHED RECYCLED CONCRETE, OVER COMPACTEDSUBGRADE
SAWED OR FORMED JOINT; FILL W/ JOINT COMPOUND FILLING EXCEPT WHERE SLAB RECEIVES FLOOR COVERING
CUT ALTERNATE STRANDS AT JOINT
EXTERIOR SLAB CONTRACTION JOINT
1/8"
1 1/
2" C
LR
4"4"
1 1/
2"
3/4"STOP REINF. 1" FROM JOINT - EACH SIDE
4" CONC. SLAB W/ 6x6 W2.9 x W2.9 OVER 4" CRUSHED RECYCLED CONCRETE, OVER COMPACTED SUBGRADE
METAL KEY OR FORMED
INTRIOR SLAB CONSTRUCTION JOINT
4"4"
T/4
4" CONC. SLAB W/ 6x6 W2.9 x W2.9 WWF OVER 4" CRUSHED RECYCLED CONCRETE, OVER COMPACTED SUBGRADE
SAWED OR FORMED JOINT; FILL W/ JOINT COMPOUND FILLING EXCEPT WHERE SLAB RECEIVES FLOOR COVERINGCUT ALTERNATE STRANDS AT JOINT
INTERIOR SLAB CONTRACTION JOINT
1/8"
3" C
LR.
10 MIL VAPOR BARRIER 10 MIL VAPOR BARRIER
10 MIL VAPOR BARRIER 10 MIL VAPOR
BARRIER
4"4"
4" CONC. SLAB W/ 6x6 W2.9 x W2.9 WWF OVER 10MIL. VAPOR BARRIER OVER 4" CRUSHED RECYCLED CONCRETE, OVER COMPACTED SUBGRADE
THICKENED SLAB W/ (2) #4 CONT. (TYP)
8"
OF WALL
1' - 0" 1' - 0"
2' - 0"
#4 BARS @ 18" O.C.
(2) #4 BARS
10 MIL VAPOR BARRIER
GENERAL STRUCTURAL NOTES
1. ALL FILL AND UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED AND FOOTINGS SHALL REST ON UNDISTURBED SOIL OR ENGINEERED FILL.
2. BEARING CAPACITY OF SOIL FOR FOOTINGS SHALL BE MINIMUM 1,500 PSI.
3. WEATHERING PROBABILITY FOR CONCRETE: MODERATE.
4. ALL POURED IN PLACE CONCRETE FOR INTERIOR SLABS ON GRADE SHALL BE 2,500 PSI, 4" THICK CONCRETE AND SHALL BE REINFORCED WITH ONE (1) LAYER OF 6x6 W2.9 x W2.9 W.W.F. COMPLY WITH ACI 318 CHAPTERS 3 & 4, AND ACI 332R.
5. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60.
6. MESH SHALL BE WELDED WIRE FABRIC, ASTM A185.
7. POURED IN PLACE CONCRETE FOR FOOTING APPLICATIONS SHALL BE 2,500 PSI READY-MIX PER ASTM C94 USING ASTM C150 TYPE 1 CEMENT AND ASTM C33 AGGREGATE. COMPLY WITH ACI 318 CHAPTERS 3 & 4, AND ACI 332R.
8. POURED IN PLACE CONCRETE FOR EXTERIOR SLAB ON GRADE APPLICATIONS SHALL BE 3,000 PSI READY-MIX PER ASTM C94 USING ASTM C150 TYPE 1 CEMENT AND ASTM C33 AGGREGATE. COMPLY WITH ACI 318 CHAPTER 3 & 4, AND ACI 332R.
9. PROVIDE 3/4" CHAMFER ON EXPOSED CONCRETE EDGES.
10. ALL ANCHOR BOLTS SHALL BE 1/2" DIAMETER, EXTEND MIN. 7" INTO CONCRETE. NUT & WASHER TIGHTENED ON EACH ANCHOR BOLT. 4.5" - 12" FROM EACH END OF PLATE SECTION.
11. ALL WOOD BEAMS TO BEAR ON (2) 2X4 STUDS AT JAMB OF OPENINGS, UNLESS OTHERWISE NOTED.
12. PROVIDE ANGLES 3 1/2" X 3 1/2" X 3/8" FOR EACH 4" OF MASONRY WALL THICKNESS OVER GRILLES, LOUVERS, PANEL BOXES, DUCTS AND OTHER MISCELLANEOUS OPENINGS.
13. WOOD CONSTRUCTION SHALL CONFORM WITH LOCAL AND STATE CODES, NATIONAL FOREST PRODUCTS ASSOCIATION, SOUTHERN FORESTPRODUCT'S ASSOCIATION, AND AMERICAN PLYWOOD ASSOCIATION.
14. TOP PLATES OF WOOD FRAME WALLS SHALL BE NO. 2 KD SOUTHERN PINE.
15. SOLE PLATES OF WOOD FRAMED WALLS SHALL BE TREATED LUMBER.
16. ALL WOOD BEAM LUMBER TO BE NO. 2 KD SOUTHERN PINE, UNLESSOTHERWISE NOTED.
17. PREFABRICATED WOOD TRUSS NOTES:
A. TRUSS LAYOUT SHALL BE AS SPECIFIED BY THE MANUFACTURER AND THE DESIGN SHALL BE CERTIFIED BY MANUFACTURER'S REGISTERED ENGINEER.
B. TRUSS BRACING SHALL CONFORM TO THE REQUIREMENTS OF STANDARDS FOR THE DESIGN OF STRUCTURAL TIMBER, NTC-102 AND TRUSS PLATE INSTITUTE, INC. BWT - (LATEST EDITION).
C. ALL TRUSS MEMBERS SHALL BE CERTIFIED IN WRITING BY THEFABRICATORS AS MEETING THE ABOVE REQUIREMENTS AND AREFABRICATED FROM STRESS GRADE LUMBER.
D. TRUSSES TO BE SPACED AT MAXIMUM 24" ON CENTER.
18. PRE-ENGINEERED WOOD TRUSS - DESIGN LOADS
TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE FOLLOWINGTRUSS DESIGN CRITERIA. TRUSS BRACING SHALL CONFORM TO THEREQUIREMENTS OF STANDARDS FOR THE DESIGN OF STRUCTURAL TIMBERFRAMING, AND TRUSS PLATE INSTITUTE.
WOOD ROOF TRUSS DESIGN CRITERIA:
LIVE LOAD = 20 PSF
COLLATERAL LOAD = 10 PSF
ROOF SNOW LOAD = 30 PSF (DRIFTS APPLIED PER CODE)
WIND LOADS: BASIC WIND SPEED = 90 MPHEXPOSURE 'C'IMPORTANCE FACTOR = 1.0
SEISMIC LOADS: SDS = 0.235SEISMIC HAZARD GROUP = ISEISMIC DESIGN CATEGORY = ARESPONSE MODIFICATION FACTOR = 6
19. ADHESIVE SYSTEM SHALL BE SET-XP BY SIMPSON STRONG-TIE OR EQUAL. STORAGE, HANDLING, AND INSTALLATION OF ADHESIVE SYSTEM SHALL COMPLY W/MANUFACTURE'S WRITTEN INSTRUCTIONS.
PERFORATED DRAIN PIPE TRENCH
10 MIL VAPOR BARRIER
4" PVC VENT STACK CENTRALLY LOCATED WITHIN BUILDING
SEALANT AT ALL PENETRATIONS IN VAPOR BARRIER
LABEL PIPE "PASSIVERADON/ SOIL GAS VENT" ON EACH FLOOR AND ATTIC
FINISHED GRADE
TOP OF CONC. SLAB
(2) #4 REBAR CONTINUOUS
SLOPE 1/4" PER 12"
4" CONCRETE SLAB W/6x6 - W2.9 x W2.9 WWFOVER 4" CRUSHED RECYCLED CONCRETE,OVER COMPACTED SUBGRADE3/4" CHAMFER
8" M
INVA
RIE
S
8"
2"2"
EMBED SIMPSON COLUMN BASE IN CONCRETE
TURNED DOWN SLAB FOUNDATION
FIN FLR RE: FIN SCHED
SILL PLATE CAULKED
PT 2x4 SILL PLATE ON SILL SEALER W/ 1/2"x12" ANCHOR BOLTS @ 48" O.C. MAX
GRADE AREAS AROUND BLDG SO AS TO HAVE A MIN 5% SLOPE AWAY FROM FOUNDATION WALL FOR 10'-0" FROM BLDG
#4 HORIZONTAL BAR TOP AND BOTTOM
#4 VERTICAL DOWELS @ 48" O.C.
ALIGN EDGE OF STUD WITH FOUNDATIONINTERIOR
CONCRETE SLAB ON GRADE
15"
18" M
IN
FIRST FLOOR0"
12" M
IN
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:41 PM
S101
FOUNDATIONPLAN
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/4" = 1'-0"S1011 FOUNDATION PLAN
3/4" = 1'-0"S1012 TYPICAL FOOTING STEP
3/4" = 1'-0"S1013 TYP FOUND. WALL CORNER DETAIL
3/4" = 1'-0"S1014 SLAB ON GRADE DETAILS
3/4" = 1'-0"S1017 TYP THICKENED SLAB DETAIL
1" = 1'-0"S1016 RADON DETAIL
1 1/2" = 1'-0"S1015 TYPICAL PORCH DETAIL
1 1/2" = 1'-0"S1018 TYPICAL TURNED DOWN SLAB FOUNDATION DETAIL
1
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
(2) 2x10
(2) 2
x10
(2) 2x10 (2) 2x10
(2) 2x10 (2) 2x10
(2) 2x10
(2) 2
x10
(2) 2
x10
(2) 2
x10
(2) 2
x10
(2) 2
x10
(2) 2x10 (2) 2x10 (2) 2x10
(2) 2x10
(2) 2
x10
(2) 2
x10
(2) 2x10 (2) 2x10 (2) 2x10
HIP RID
GE
HIP RIDGE
HIP RID
GE
HIP RIDGE
PRE-ENGINEERED WD FLOOR TRUSSES @ 24" O.C. MAX VER. SIZE AND DESIGN W/ TRUSS MFR
(2) 2x10
(2) 2
x10
HIP RID
GE HIP RIDGE
HIP RIDGE
(2) 2x10
20' - 0" 20' - 0"
40' - 0"
6' -
0"2'
- 0"
8' -
2"21
' - 1
0"
38' -
0"
7' - 0" 20' - 0" 20' - 0" 7' - 0"
54' - 0"
6' -
0"21
' - 1
0"8'
- 2"
2' -
0"
38' -
0"
PRE-ENGINEERED WD FLOOR TRUSSES @ 24" O.C. MAX VER. SIZE AND DESIGN W/ TRUSS MFR
FIRE RATED PLYWOOD SHEATHING 4'-0" ON EITHER SIDE OF UNIT SEPARATION WALL
(2) 2
x10
(2) 2x10
(2) 2
x10
(2) 2
x10
(2) 2
x10
(2) 2x10
STAIR R.O.
STAIR R.O.
(3) 2X4 (3) 2X4(3) 2X4
(3) 2X4
(2) 2x10 (2) 2x10
(2) 2x10 (2) 2x10
(2) 2x10 (2) 2x10
(2) 2
x10
(2) 2
x10
(2) 2x10 (2) 2x10
20' - 0" 20' - 0"
40' - 0"
6' -
0"32
' - 0
"
38' -
0"
20' - 0" 20' - 0"
40' - 0"
6' -
0"32
' - 0
"
38' -
0"
6"
6"
6"
7"
6"
6"
6"
6"
ROOF OVERBUILD
TRUSS GIRDER
RID
GE
VALLEY
RIDGE
PRE-ENGINEERED WD ROOF TRUSSES @ 24" O.C. MAX VER SIZE AND DESIGN W/ TRUSS MFR
2x WD OUTLOOKERS @ 16: O.C. (TYP)VALLEY
VALLEYVALLEY
RID
GE
ROOF OVERBUILD
TRUSS GIRDER
ROOF BEL
ROOF BEL
ROOF BEL
ROOF BEL
FIRE RATED PLYWOOD SHEATHING 4'-0" ON EITHER SIDE OF UNIT SEPARATION WALL
WOOD TRUSS TYPE "A"
19' - 6 1/2"
WOOD TRUSS TYPE "A"
19' - 6 1/2"
WO
OD
TR
US
S T
YPE
"B"
5' -
6"
WO
OD
TR
US
S T
YPE
"B"
5' -
6"
FIRE RATED PLYWD ROOF SHEATHING 4'-0" ON EACH SIDE OF UNIT SEPARATION WALL
ATTIC ACCESS -WEATHER STRIPPED AND INSULATED
WD LADDER FRAMINGCLIP SUPPORT FOR GWB
TOP PLATE(S)
WD LADDER FRAMING
WD FLOOR TRUSSES
WD STUDS
WD STUDS
TOP PLATE(S)
WD STUDS
WD TRUSS
DOUBLE TOP PLATE(S)
CLIP SUPPORT FOR GWB TOP PLATE(S)
(2) 2x4 INTERIOR WALL NON-
LOAD BEARING
(2) 2x10 INTERIOR WALL LOAD BEARING
(2) 2x10 EXTERIOR WALL LOAD BEARING
3 1/2" x 11 1/4" LVL EXTERIOR
WALL LOAD BEARING
KING STUD-BEYOND 1/2" RIGID INSUL
TRUSS TYPE "B"
6" ROOF O.H. 19' - 9 1/2" 6" ROOF O.H.EXTERIOR WALL EXTERIOR WALL
912
912
TRUSS TYPE "A"
6" ROOF O.H.
34' - 0"
6" ROOF O.H.
EXTERIOR WALL EXTERIOR WALL
912
912
BEARING WALL
HEADER
TRUSS
LEGEND
OVERBUILD
SOLID WD POST
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:44 PM
S102
FRAMINGPLANS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/4" = 1'-0"S1021 SECOND FLOOR FRAMING PLAN
1/4" = 1'-0"S1022 ROOF FRAMING PLAN
1" = 1'-0"S1023 TYPICAL INTERSECTING INTERIOR WALL AT EXTERIOR WALL
3/4" = 1'-0"S1024 TYPICAL STACK FRAMING
1" = 1'-0"S1025 TYPICAL TWO STUD CORNER
1" = 1'-0"S1026 HEADER DETAILS
1/4" = 1'-0"S1027 TRUSS TYPES
NOTE: COORDINATE STRUCTURAL MEMBERS WITH PLUMBING, MECHANICAL, AND ELECTRICAL FOR CONFLICTS WITH ELEMENTS, FIXTURES, DEVICES, DUCTS, VENTS, GRILLES, FANS, EQUIPMENT, AND APPLIANCES
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
REF
.
DW
WH
WH
UP
REF
.
DW
FD
UP
FD
FD
FD
DN
DN
A2012
A2011
A2014
A2013
3 1/2"
6' - 8 1/2"
3 1/2"
19' - 3"
3 1/2"3"4 1/2"
19' - 3"
3 1/2"
6' - 8 1/2"
3 1/2"
7' - 0" 5' - 0" 10' - 7 1/2" 4' - 4 1/2" 4' - 4 1/2" 10' - 7 1/2" 5' - 0" 7' - 0"
3 1/
2"
5' -
8 1/
2"
3 1/
2"
11' -
0"
3 1/
2"
7' -
1"
3 1/
2"
2' -
10 1
/2"
3 1/
2"
7' -
7"
3 1/
2"
1' -
8 1/
2"
3 1/
2"
3 1/2" 6' - 8 1/2"
3 1/2"
19' - 3" 3 1/2" 3"
4 1/2"
19' - 3"
3 1/2"
6' - 8 1/2"
3 1/2"2' - 6" 4' - 6" 5' - 8" 4' - 3" 4' - 3" 5' - 8" 6' - 2" 4' - 3" 4' - 3" 5' - 6" 4' - 6" 2' - 6"
3 1/
2"
5' -
8 1/
2"3
1/2"
1' -
8 1/
2"3
1/2"
7' -
7"3
1/2"
2' -
10 1
/2"
3 1/
2"7'
- 1"
3 1/
2"11
' - 0
"
3 1/
2"
21' -
10"
8' -
2"2'
- 0"
6' -
0"
38' -
0"
7' - 0" 20' - 0" 20' - 0" 7' - 0"
21' -
10"
8' -
2"2'
- 0"
6' -
0"
7' - 0" 20' - 0" 20' - 0" 7' - 0"
6' -
0"21
' - 1
0"8'
- 2"
2' -
0"
2' -
0"8'
- 2"
21' -
10"
6' -
0"
3' - 6" 12' - 10" 3' - 6"
5' -
6"
4' - 2" 12' - 4" 3' - 8"
5' -
6"
1A301
2A301
LIVING ROOM1
1/2 BATH2
KITCHEN5
DINING ROOM6
LIVING ROOM21
1/2 BATH22
KITCHEN25
DINING ROOM26
UTILITY4
UTILITY24
54' - 0"
MUDROOM7
CL8
HVAC9
CL3
CL23
HVAC29
CL28
MUDROOM27
54' - 0"
1
2
HALL/STAIR10
3
498
67
AA
AA
B
B
A
A
HALL/STAIR30
22
23
21
24 2928
2627
1/4"
/ 1'
- 0"
1/4"
/ 1'
- 0"
1/4"
/ 1'
- 0"
3 1/2"4' - 9"3 1/2"8 1/2"
3 1/2"2' - 7"
3 1/2"3' - 7"
3 1/2"
6' - 5 1/2" 3 1/2"
4 1/2" 6' - 5 1/2"
3 1/2"
3' - 7"
3 1/2"
2' - 7"
3 1/2"
8 1/2"3 1/2"
4' - 9"3 1/2"
3 1/
2"9'
- 7"
3 1/
2"2'
- 10
1/2
"3
1/2"
1' -
5 1/
2"
3 1/
2"1'
- 11
1/2
"3
1/2"
2' -
10"
5 1/
2"11
' - 1
"
3 1/
2"
3 1/
2"9'
- 7"
3 1/
2"
2' -
10 1
/2"
3 1/
2"
1' -
5 1/
2"3
1/2"
1' -
11 1
/2"
3 1/
2"
2' -
10"
5 1/
2"
11' -
1"
3 1/
2"
A
A
A
A
A
A
A
A
B
C
C
C
C
C
D
C
D
C
C
C
C
CC
C
A
A
A
A
A
A
A202
D
A202
B
CA
3' -
0"
A202 A Sim
B
Sim
CSim
A202
D
Sim
EE10118 TYP
EE1019 TYP
3A301
A3021
1/4"
/ 1'
- 0"
ALUM T'HOLD
ALUM T'HOLD
ALUM T'HOLD
ALUM T'HOLD
CLOSET ROD AND SHELF
CLOSET ROD AND SHELF (4) SHELVES
WD HANDRAIL
R @ 0' - 7 3/4"15
RANGE
RANGE
SINK
SINK
INSTALL FIRE EXTINGUISHER IN CABINET UNDER SINK
INSTALL FIRE EXTINGUISHER IN CABINET UNDER SINK
(4) SHELVES
WD HANDRAIL
A1013
ROOF OVERHANG - ABV
ROOF OVERHANG - ABV
RO
OF
OV
ER
HA
NG
- A
BV
RO
OF
OV
ER
HA
NG
- A
BV
C
C
SIS OVER 1/2" FRT PLYWD SHEATHING
SIS OVER 1/2" FRT PLYWD SHEATHING
GWB BULKHEAD ABV
GWB BULKHEAD ABV
GWB BULKHEAD ABV
MANUFACTURED FOR CU-1
MANUFACTURED FOR CU-1
GWB BULKHEAD ABV
GWB BULKHEAD ABV
A2012
A2011
A2014
A2013
3 1/
2"
5' -
8 1/
2"
3 1/
2"
11' -
0"
3 1/
2"
7' -
1"
3 1/
2"
2' -
1"
3 1/
2"
10' -
4 1
/2"
3 1/
2"13
' - 0
1/2
"7'
- 8"
11' -
3 1
/2"
6' -
0"
6' -
0"32
' - 0
"
3 1/2" 13' - 6" 3 1/2" 5' - 5 1/2"
3 1/2"
3"
4 1/2"
5' - 5 1/2" 3 1/2" 13' - 6" 3 1/2"
3 1/2"
9' - 5 1/2" 3 1/2" 9' - 6"
3 1/2"4"
3 1/2"
9' - 6" 3 1/2" 9' - 5 1/2"
3 1/2"
7' - 9" 4' - 6" 7' - 9" 7' - 9" 4' - 6" 7' - 9"
20' - 0" 20' - 0"
5' - 0" 9' - 9 1/2" 5' - 2 1/2" 5' - 2 1/2" 9' - 9 1/2" 5' - 0"
20' - 0" 20' - 0"
6' -
0"13
' - 0
1/2
"7'
- 5"
11' -
6 1
/2"
3 1/
2"
5' -
8 1/
2"
3 1/
2"
10' -
4 1
/2"
3 1/
2"2'
- 1"
3 1/
2"6'
- 10
"
3 1/
2"
11' -
3"
3 1/
2"
32' -
0"
6' -
0"
1A301
2A301
BEDROOM16
CLOSET17
HALL/STAIR10
BATHROOM15
BEDROOM13
BEDROOM11
BEDROOM37
CLOSET38
HALL/STAIR30
BATHROOM36
BEDROOM34
BEDROOM32
4A301
40' - 0"
38' -
0"
38' -
0"
40' - 0"
CL14
LIN19
CL12
CL35
CL33
LIN39
12
1113
14
15
19
16
17
A
A A
A
A
A
A
A
32
31
3334
35
37
36
39
A
A
A
A
A
A
A
A
B
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
4 1/2"5' - 5 1/2"
3 1/2"
3' - 9 3/4"
3 1/2"
9' - 4 3/4" 3 1/2"
3 1/
2"
12' -
9"
3 1/
2"
8 1/
2"
3 1/
2"
2' -
1"
3 1/
2"
1' -
4"
3 1/
2"
2' -
1"
3 1/
2"
1' -
8 1/
2"3
1/2"
9' -
0"3
1/2"
C
3 1/2" 1' - 1" 3 1/2"
4 1/2"
5' - 5 1/2"
3 1/2"
3' - 9"3 1/2"
3' - 5"
3 1/2"
5' - 9" 3 1/2"
3 1/2"
5' - 9"
3 1/2"
3' - 5"
3 1/2"
3' - 9"
3 1/2"
5' - 5 1/2"
3 1/2"
3 1/
2"
2' -
1"3
1/2"
1' -
1"
3 1/
2"
2' -
1"
3 1/
2"
11' -
3"
3 1/
2"
3 1/2" 9' - 4 3/4"
3 1/2"
3' - 9 3/4"
3 1/2"
5' - 5 1/2"
3 1/2"
A202A
A202E
A202 E Sim
3A301
A3022
3' -
4"
9' -
4"
7' - 10 5/8"
ROOF BELOW
ROOF BELOW
CLOSET ROD AND SHELF
CLOSET ROD AND SHELF
CLOSET ROD AND SHELF
CLOSET ROD AND SHELF
ATTIC ACCESS DOOR (24"x30") - ABV
ATTIC ACCESS DOOR (24"x30") - ABV
(4) SHELVES
(4) SHELVES
ACCESS PANEL
ACCESS PANEL
ROOF BELOW
ROOF BELOW
RO
OF
OV
ER
HA
NG
- A
BV
SIS OVER 1/2" FRT PLYWD SHEATHING
SIS OVER 1/2" FRT PLYWD SHEATHING
A
EXTERIOR
B
TENANT SEPARATION
C
INTERIOR
D
PLUMBING
1/2" GWB2x4 WD STUD @ 16" O.C.
1/2" STRUCTURAL INSULATED SHEATHING PER MFR SPECIFICATION, TAPE SEAMS W/ 2-7/8" WIDE STRIPS PER 13/EE101 - TYP
VINYL SIDING RE: EXTERIOR ELEVATIONS
UL U347
R13 CELLULOSE INSULATION
1/2" GWB
2x4 WD STUD @ 16" O.C.
1/2" GWB
3 1/2"3 1/2"
1" AIR SPACE
2" H STUD
1" AIR SPACE
3 1/2"
UNDERSIDE OF ROOF SHEATHING
TOP OF SLAB
1/2" GWB
2x6 WD STUD @ 24" O.C.
1/2" GWB
5 1/2"3 1/2"
STC 61
2x4 WD STUD @ 16" O.C.1/2" GWB2" FIRE-SHIELD SHAFTLINER
3 1/2" THK FIBERGLASS INSULATION BATTS, MIN. 0.80 PCF
PT 6x6 WD POSTWRAP COLUMN IN VINYL
PT WD BLOCKING
CAULK JTS - TYP
TYPICAL STUD WALL
WALL BLOCKING
SOLID WOOD POST - 6" MIN
WALL LEGEND
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:19:53 PM
A101
FLOOR PLANS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/4" = 1'-0"A1011 FIRST FLOOR PLAN - TYPE 3-3 DUPLEX
1/4" = 1'-0"A1012 SECOND FLOOR PLAN - TYPE 3-3 DUPLEX
1" = 1'-0"WALL TYPES
1 1/2" = 1'-0"A1013 BOX COLUMN DETAIL
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
ROOFING MATERIAL
WATER FLOW
BACK FLASHING
ICE AND WATER SHIELD UNDERLAYMENT
KICK-OUT FLASHING
SELF-ADHERING MEMBRANE
DRIP EDGE
HOUSEWRAP
A2012
A2011
A2014
A2013
1A301
2A301
4A301
3A301
DS DS
DS
DS
DS
DS
DS
DS DS
DS
DS
9:12
9:12
9:12 9:12
4:12
4:12
9:12 9:12
7" 6' - 6" 6" 19' - 8" 6" 19' - 10" 6" 6' - 6" 7"
55' - 2"
6"1'
- 5"
7"8'
- 2"
7"21
' - 3
"6"
5' -
9"6'
- 0"
44' -
9"
7" 6' - 6" 6" 2' - 9" 14' - 4" 2' - 9" 6" 16' - 9" 2' - 11" 7" 6' - 5" 7"
55' - 2"
5' -
9"6"
21' -
3"
7"8'
- 2"
7"1'
- 5"
6"5'
- 6"
6"
44' -
9"
RID
GE
VE
NT
RIDGE VENT
RID
GE
VE
NT
RIDGE VENT
FACE OF STUD BELOW
FIRE RATED UNIT SEPARATION WALL RE: FLOOR PLANSFIRE RATED PLYWOOD SHEATHING 4'-0" ON EACH SIDE OF UNIT SEPERATION WALL.
4:12
4:12
4:12
DS
DS
DS
GENERAL ROOF PLAN NOTES-UNO DOWNSPOUTS SHALL BE A MIN. OF 3" x 4" RECTANGULAR-UNO GUTTERS SHALL BE A MIN. OF 4" WIDE x 4" DEEP-THERE SHALL BE NO MORE THAN 50' OF LINEAR GUTTER RUN BETWEEN DOWNSPOUTS AND 25' OF LINEAR GUTTER RUN SERVING A SINGLE DOWNSPOUT.-THE LENGTH OF GUTTER BETWEEN DOWNSPOUTS SHALL BE EQUALLY DIVIDED AND SHALL BESLOPED TOWARDS THE NEAREST DOWNSPOUT AT 1/16" PER 1'-0". GUTTER SERVING A SINGLE DOWNSPOUT SHALL BE SLOPED TOWARDS THAT DOWNSPOUT AT 1/16" PER 1'-0".-THE FRONT EDGE OF THE GUTTER SHALL BE LOWER THAN THE BACK
6" VINYL TRIM
2x6 PT WOOD LEDGER
BEADED VINYL PORCH SOFFIT
6" VINYL TRIM
WOOD HEADERRE: STRUCT
PT 6 x 6 WOOD POST-BEYOND
6" VINYL FASCIA
SOLID VINYL SOFFITVINYL TRIM
WOOD BLOCKING
SOLID VINYL SOFFIT
ALUM DRIP EDGE- ALL SIDES- TYP
2x SUBFASCIA
ALUM GUTTER AND DOWNSPOUT
6"
30 YEAR FIBERGLASS SHINGLES NAILED OVER 15# BLDG FELT OVER 7/16" OSB ROOF SHEATHING
SIMPSON HURRICANE CLIP H2.5
PRE-ENGINEERED WOOD ROOF TRUSS @ 24" O.C. MAX. (VERIFY SIZE AND DESIGN W/ TRUSS MFR)
AIR INFILTRATION BARRIER1/2" STRUCTURAL INSULATED SHEATHING PER MFR SPECIFICATION, TAPE SEAMS W/ 2- 7/8" WIDE STRIPS PER 13/EE101- TYP
METAL FLASHING- SEE DETAIL 6/A301
2x BLOCKING
(3) 2X10'S
2X6 BLOCKING
(2) 1/2" DIA X 6" LAG SCREW @ 18" O.C.
1
VINYL SIDING
ADHESIVE MEMBRANE STRIP
METAL FLASHING - 6" MIN BEHIND SIDING & SHINGLES,
HEM EXPOSED EDGE
FIBERGLASS SHINGLES
TYPICAL ROOFING FELT
OSB ROOF SHEATHING
MANUFACTURED TRUSSES BEYOND
1/2"
AIR INFILTRATION BARRIER
1/2" STRUCTURAL INSULATED SHEATHING PER MFR SPECIFICATION, TAPE SEAMS W/ 2-
7/8" WIDE STRIPS PER 13/EE101- TYP
6" M
IN.
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:19:55 PM
A102
ROOF PLAN
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1" = 1'-0"A1022 KICK OUT FLASHING DETAIL
1/4" = 1'-0"A1021 ROOF PLAN
3/4" = 1'-0"A1023 TYPICAL PORCH SECTION
3" = 1'-0"A1024 BACK FLASHING DETAIL
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
TOP OF CONC SLAB0"
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
ROOF TRUSS BEARING17' - 9"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
1A301
8' -
1 1/
8"
1' -
6 3/
4"
8' -
1 1/
8"
VINYL EAVE TRIM
5" VINYL SIDING
5" VINYL SIDING
5" VINYL CORNER POST - TYP
RIDGE VENT
FIRE RATED UNIT SEPARATION WALL - RE: FLOOR PLANS
VINYL FASCIA
ALUM GUTTER & DOWNSPOUT
5" VINYL CASING WINDOW TRIM
9
12
9
12
METAL FLASHING BEYOND
APPROX FIN GRADE
DOWNSPOUT BOOT - CONNECT TO DRAINAGE SYSTEM - RE: CIVIL
8x8 BOXED COLUMNSLOPE 5% SLOPE 5%
FIRE RATED PLYWOOD SHEATHING 4'-0" ON EACH SIDE OF UNIT SEPARATION WALL.
EXTERIOR BLDG MOUNTED LIGHT
EXTERIOR BLDG MOUNTED LIGHT
EXTERIOR BLDG MOUNTED LIGHT
EXTERIOR BLDG MOUNTED LIGHT
A A A A
AAAA
412
412 4
12
2 1/2" VINYL CASING TRIM
412
412
TOP OF CONC SLAB0"
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
ROOF TRUSS BEARING17' - 9"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
4A301
3A301
9
12
412
412
412
412
METAL FLASHING BEYOND
METAL FLASHING BEYOND
SLOPE 5%
PT WOOD PRIVACY FENCE
VINYL EAVE TRIM
5" VINYL SIDING
5" VINYL SIDING
5" VINYL CORNER POST - TYP
RIDGE VENT
VINYL FASCIA
ALUM GUTTER & DOWNSPOUT
APPROX FIN GRADE
DOWNSPOUT BOOT -CONNECT TO DRAINAGE SYSTEM -RE: CIVIL
2 1/2" VINYL CASING TRIM
OUTDOOR MECH UNIT RE: MECH DWGS
SLOPE 5%
TOP OF CONC SLAB0"
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
ROOF TRUSS BEARING17' - 9"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
1A301
9
12
9
12
PT WOOD PRIVACY FENCE
OUTDOOR MECH UNIT RE: MECH DWGS
FIRE RATED PLYWOOD SHEATHING 4'-0" ON EACH SIDE OF UNIT SEPARATION WALL.
FIRE RATED UNIT SEPARATION WALL - RE: FLOOR PLANS
VINYL EAVE TRIM
5" VINYL SIDING
5" VINYL SIDING
5" VINYL CORNER POST - TYP
RIDGE VENT
VINYL FASCIA
ALUM GUTTER & DOWNSPOUT
5" VINYL CASING WINDOW TRIM
APPROX FIN GRADE
DOWNSPOUT BOOT - CONNECT TO DRAINAGE SYSTEM - RE: CIVIL
2 1/2" VINYL CASING TRIM
SLOPE 5%
SLOPE 5%
412 4
12
A
AB
A A
B
A
A
TOP OF CONC SLAB0"
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
ROOF TRUSS BEARING17' - 9"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
4A301
3A301
412
4
12
6' -
0"
9
12
412
METAL FLASHING BEYOND
8x8 BOXED COLUMN
VINYL EAVE TRIM
5" VINYL SIDING
5" VINYL SIDING
5" VINYL CORNER POST - TYP
RIDGE VENT
VINYL FASCIA
ALUM GUTTER & DOWNSPOUT
APPROX FIN GRADE
DOWNSPOUT BOOT - CONNECT TO DRAINAGE SYSTEM - RE: CIVIL
2 1/2" VINYL CASING TRIM
OUTDOOR MECH UNIT RE: MECH DWGS
SLOPE 5%
SLOPE 5%
GENERAL EXTERIOR NOTES
1. PROVIDE POSITIVE GRADING AROUND BUILDING PERIMETER EXTENDING A MINIMUM OF 10 FEET FROM BUILDING. SLOPE GRADE UNIFORMLY TO EXISTING DROP INLETS AND YARD SWELLS. COORDINATE GRADING AND DRAINAGE WITH OUTDOOR EQUIPMENT AND FOUNDATION PLANTINGS TO ENSURE POSITIVE DRAINAGE. DO NOT GRADE ABOVE EXISTING FIRST FLOOR WINDOW SILLS AND BRICK WEEP HOLES.
2. CONDENSATE DRAINS AND COOLANT LINES ARE TO BE CONCEALED WITHIN THE WALL, CEILING OR FLOOR SYSTEM.
3. NO NEW EXPOSED CONDUITS ON EXTERIOR OF THE BUILDING. LOCATE NEW CONDUIT TO BE WITHIN THE WALLS.
4. PAINT DOORS AND TRIM.5. PAINT FCB SIDING AND TRIM- UNO6. PAINT VENTS AND LOUVERS.7. INSTALL MOUNTING BLOCKS FOR ALL PENETRATIONS IN
SIDING, SUCH AS ELECTRICAL, PLUMBING, HVAC, AND DUCTWORK, ETC.
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:19:58 PM
A201
EXTERIORELEVATIONS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/4" = 1'-0"A2011 FRONT ELEVATION
1/4" = 1'-0"A2012 RIGHT SIDE ELEVATION
1/4" = 1'-0"A2013 REAR ELEVATION
1/4" = 1'-0"A2014 LEFT SIDE ELEVATION
DENOTES TEMPERED GLAZING
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
3' - 0" 9" 2' - 6" 1' - 0"
3" FILLER STRIP
2' - 0"
3' - 1 1/2" 9" 2' - 6" 2' - 0"1 1/2" FILLER STRIP1' - 0"
8' -
0"
3' -
0"5'
- 0"
9' - 6"
GWB BULKHEADRE: 2/A202
WALL BASE -BEYOND
REF
RANGEPLASTIC LAM COUNTERTOP W/4" BACKSPLASHPLASTIC LAM AT REAR OF RANGE
RANGEHOOD
8' -
0"
1' - 0"2' - 0"3' - 8"1' - 0"1' - 0"
1' -
0"2'
- 6"
1' -
6"3'
- 0"
1 1/2"2' - 0"3' - 2"4 1/2"2' - 0"
GWB BULKHEADRE: 2/A202
PLASTIC LAM COUNTERTOP W/4" BACKSPLASH DW
SINK
8' -
0"
2' - 1 1/2"
DW
OPEN TO DINING ROOM
5' -
0"3'
- 0"
3' -
0"5'
- 0"
3' -
9"1'
- 8"
1' - 3 1/2"2' - 1"3' - 0"
6' - 4 1/2"
1
6
5
6' -
4"
1' -
8"3'
- 7"
2' -
9"2' - 6" 2' - 0" 1' - 6" 2' - 0"
8' - 0"
6' -
0"
8' -
0"
8
6
1
2
7
BACK SPLASHCOUNTERTOP
BASE AS SCHEDULEDU.N.O. ON ELEV.
5/8" ADJUSTABLE SHELF SOLID WD OR PLYWD
U.N
.O.
ON
EL
EV
5/8" ADJUSTABLESHELF SOLID OR PLYWD
CONTINUOUS 1/2" PLYWOOD BLOCKING IN WALL
1/8" GAP
3/4" DOOR
CONTINUOUS 1/2" PLYWOOD BLOCKING IN WALL TYP.
DRAWER
U.N.O. ON ELEV.
1' -
0"
ELEV
SEE
ELEV
SEE
4"
ELE
VATI
ON
SEE
3"
TYPE ONE VHDA MINIMUM CABINET REQUIREMENTS
END PANELS, TOPS, AND BOTTOMS: 1/2" PLYWD. DADOE, GLUE, AND STAPLE INTO SIDES AND FACE FRAMES
BACKS: 1/4" PLYWD. DADOE OR RABBET, GLUE, AND STAPLE INTO END PANELS
4"
1"
1' - 9" 4"
2' - 1"
1' - 0"
1 1/
2"
DRAWER GUIDES: SIDE MOUNT STEEL RAILS.
DRAWER FRONT: 5/8" SOLID WD OR PLYWD
DRAWER BOX: 1/2" SOLID WD OR PLYWD. DADOE, RABBET, OR DOVETAIL SIDES @ FRONT & BACKDRAWER BOTTOMS: 1/2" PLYWD . DADOE & GLUE INTO DRAWER BOX
GWB BULKHEAD
1/2" GWB
2x4 WD FRAMING
1/2" GWB
WALL ASSEMBLY
CEILING ASSEMBLY
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:01 PM
A202
INTERIORELEVATIONS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/2" = 1'-0"A202A KITCHEN ELEVATION A
1/2" = 1'-0"A202B KITCHEN ELEVATION B
1/2" = 1'-0"A202C KITCHEN ELEVATION C
1/2" = 1'-0"A202D 1/2 BATH ELEVATION D
1/2" = 1'-0"A202E BATHROOM ELEVATION E
TOILET ACCESSORY SCHEDULE
MARK DESCRIPTION MOUNTING HEIGHT REMARKS1 T.P. DISPENSER - -2 SHOWER ROD 78" AFF -4 24" TOWEL BAR 36" AFF -5 36" x 36" MIRROR 76" AFF TO TOP OF REFLECTIVE
SURFACE6 TOWEL RING - -7 ROBE HOOK - -8 24" x 36" MIRROR 76" AFF TO TOP OF REFLECTIVE
SURFACE
1/2" = 1'-0"A2021 TYPICAL CABINET SHELVING SECTION
1 1/2" = 1'-0"A2022 BULKHEAD DETAIL
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
TOP OF CONC SLAB0"
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
ROOF TRUSS BEARING17' - 9"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
TURNED DOWN SLAB FOUNDATION RE: STRUCT DWGS
FIN FLR RE: FIN SCHED
SILL PLATE CAULKED
WALL BASE
PT 2x4 SILL PLATE ON SILL SEALER W/ 1/2"x12" ANCHOR BOLTS @ 48" O.C. MAX
WOOD APRON
1x WOOD SILL
SEALANT
4" PERFORATED PVC PERIMETER DRAIN TILE - CONT, SET IN CLEAN GRAVEL BACKFILL - CONNECT TO OUTFALLFILTER FABRIC
GRADE AREAS AROUND BLDG SO AS TO HAVE A MIN 5% SLOPE AWAY FROM FOUNDATION WALL FOR 10'-0" FROM BLDG
DOWNSPOUT BOOT CONNECTED TO DRAINAGE SYSTEM - OUT TO DAYLIGHT - TYP
TOTAL COMBINED EXTERIOR WALL R-VALUE: R13 (CELLULOSE) + R3 (SIS) = R16
5" VINYL CASING WINDOW TRIM
FIN FLR RE: PLANS
3/4" O.S.B. T&G GLUED AND NAILED
WALL BASE
SEALANT
1/2" GWB
SEAL BOTTOM PLATE TO SUBFLOOR
VINYL SIDING RE: EXTERIOR ELEVATIONS
MTL FLASHING - LET INTO SHEATHING
VINYL WINDOW UNIT RE: FLOOR PLANS
PRE-ENGINEERED WD FLOOR TRUSS @ 24" O.C. MAX - VERIFY SIZE AND DESIGN WITH MFR
1/2" GWB
GWB CAULKED - TYP
2x4 DOUBLE TOP PLATE, SEALED
RE: INSULATED HEADER
30 YEAR FIBERGLASS SHINGLES NAILED OVER 15# BLDG FELT OVER 7/16" OSB ROOF SHEATHING36"W ICE & WATER SHIELD UNDERLAYMENT - CONT - EXTEND MIN. 24" INSIDE OF EXT WALLINSULATION BAFFLE16" ENERGY HEEL & INSULATION DAM2x SUBFASCIAALUM DRIP EDGE - ALL SIDES - TYPALUM GUTTER AND DOWNSPOUT
VENTED VINYL SOFFIT
6" VINYL EAVE TRIM
6" VINYL FASCIA
R-50 CELLULOSE INSULATION
PRE-ENGINEERED WD ROOF TRUSS WITH ENERGY HEEL @ 24" O.C. MAX -VERIFY SIZE AND DESIGN WITH MFR.
1/2" GWB
SIMPSON HURRICANE CLIP - H1 - TYP
GWB CAULKED PER 2/EE101 - TYP
2x4 DOUBLE TOP PLATE, SEALED
R13 FOAM SEAL INSULATION PER 19/EE101
9"
1'-0"
8' -
1 1/
8"1'
- 6
3/4"
8' -
1 1/
8"
5" VINYL CASING WINDOW TRIM
5" VINYL CASING WINDOW TRIM
5" VINYL CASING WINDOW TRIM
2" RIGID INSULATION UNDER SLAB FOR 2'-0" FROM PERIMETER
APPROX FIN GRADE 8" MIN BELOW TOP OF SLAB SLOPE
6" VINYL TRIM & STARTER STRIP
A
A
A
A
CONCRETE SLAB RE: STRUCT DWGS
INTERIOR EXTERIOR
1x DEADWOOD
1x DEADWOOD
TERMITE BARRIER - TYP
DAMPPROOFING
1
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
30 YEAR FIBERGLASS SHINGLES NAILED OVER (2) LAYERS 15# BLDG FELT OVER 7/16" OSB ROOF SHEATHING36"W ICE & WATER SHIELD UNDERLAYMENT - CONT - EXTEND MIN. 24" INSIDE OF EXT WALLINSULATION BAFFLE
2x SUBFASCIAALUM DRIP EDGE - ALL SIDES - TYP
ALUM GUTTER AND DOWNSPOUT
VENTED VINYL SOFFIT
6" VINYL EAVE TRIM
6" VINYL FASCIA1/2" GWB
SIMPSON HURRICANE CLIP - H1 - TYP
GWB CAULKED PER 2/EE101 - TYP
2x4 DOUBLE TOP PLATE, SEALED
FIN FLR RE: PLANS3/4" O.S.B. T&G GLUED AND NAILED
WALL BASE
SEALANT
PRE-ENGINEERED WD FLOOR TRUSS @ 24" O.C. MAX - VERIFY SIZE AND DESIGN WITH MFR
R13 FOAM SEAL INSULATION PER 19/EE101
MUDROOM7
DINING ROOM6
BEDROOM11
A
R-50 CELLULOSE INSULATION
2x4 DOUBLE TOP PLATE, SEALED
PRE-ENGINEERED WD ROOF TRUSS @ 24" O.C. MAX - VERIFY SIZE AND DESIGN WITH MFR
SISVINYL SIDING, HOLD 1" ABV. BEND IN FLASHINGFLASHING NAILED TO WALL 3" MIN. BEHIND SIDINGHEMMED EDGE ON FLASHING
COUNTER FLASHINGNAILING BLOCK
312
TOP OF CONC SLAB0"
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
ROOF TRUSS BEARING17' - 9"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
1/2" GWB
3/4" OSB T & G GLUED AND NAILED
FIN FLR - SEE FINISH SCHEDULE
R-50 BLOWN CELLULOSE INSULATION
PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. MAX. (VERIFY SIZE & DESIGN W/ TRUSS MFR.)
1/2" GWB
WALL BASE
FIRE RATED EXPANDING FOAM
R13 FOAM SEAL INSULATION PER 19/EE101
GWB CAULKED PER 2/EE101 - TYP
8' -
1 1/
8"1'
- 6
3/4"
8' -
1 1/
8"
17' -
9"
FIRE PARTITION SHALL EXTEND TO THE UNDERSIDE OF ROOF SHEATHING AS PER SECTION R302.3 OF THE 2009 I.R.C.
TYPICAL THICKENED SLAB RE: STRUCT DWGS
B
2x4 DOUBLE TOP PLATE, SEALED
2x4 DOUBLE TOP PLATE, SEALED
PRE-ENGINEERED WD FLOOR TRUSS @ 24" O.C. MAX. - VERIFY SIZE AND DESIGN WITH TRUSS MFR
B
B
CONCRETE SLAB RE: STRUCT DWGS
PT 2x4 SILL PLATE ON SILL SEALER W/ 1/2" x 12" ANCHOR BOLTS @ 48" O.C. MAX
WALL BASE
WALL BASE
SILL PLATE CAULKED
30 YEAR FIBERGLASS SHINGLES NAILED OVER 15# BLDG FELT OVER 7/16" OSB ROOF SHEATHING
INTERIOR INTERIOR
SIMPSON HURRICANE CLIP-H1 - TYP
4'-0" MIN4'-0" MIN
FIRE RATED PLYWOOD SHEATHINGFIRE RATED PLYWOOD SHEATHING
1x DEADWOOD
1x DEADWOOD
FIRE RATED EXPANDING FOAM
ROOF TRUSS BEARING17' - 9"
GWB CEILING
ALUM DRIP EDGE
6" VINYL FASCIA
VENTED VINYL SOFFIT
6" VINYL EAVE TRIM
2x4 LOOKOUT @ 16" O.C.
SOLID VINYL SOFFIT
ALUM DRIP EDGE
2 1/2" VINYL CASING TRIM
MTL FLASHING, UNDER SHINGLES, OVER FELT
GWB CAULKED PER 2/EE101 - TYP
1/2" OSB SHEATHING, CONTINUOUS TO ROOF SHEATHING - CAULK JOINTS
2x4 DOUBLE TOP PLATE, SEALED
PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. MAX. (VERIFY SIZE & DESIGN W/ TRUSS MFR.)
30 YEAR FIBERGLASS SHINGLES NAILED OVER 15# BLDG FELT OVER 7/16" OSB ROOF SHEATHING
2x4 LOOKOUT @ 16" O.C.
30 YEAR FIBERGLASS SHINGLES NAILED OVER 15# BLDG FELT OVER 7/16" OSB ROOF SHEATHING
FLEXIBLE MEMBRANE FLASHING
6" VINYL FASCIA
2x SUBFASCIA
A
912
2x SUBFASCIA
VINYL SIDINGRE: EXTERIOR ELEVATIONS
AIR INFILTRATION BARRIER, SEAMS & EDGES TAPED
INTERIOR
EXTERIOR ATTIC
ABV TOP OF CONC SLAB
SIMPSON HURRICANE CLIP-H1 - TYP
36" W. ICE AND WATER SHIELD UNDERLAYMENT - CONT - EXTEND MIN 24" INSIDE EXTERIOR WALL
1x DEADWOOD
VINYL SIDING RE: EXTERIOR ELEVATIONS
7"
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:12 PM
A301
SECTIONS ANDDETAILS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
3/4" = 1'-0"A3011 TYPICAL WALL SECTION AT EAVE
3/4" = 1'-0"A3013 WALL SECTION AT MUDROOM
3/4" = 1'-0"A3012 TYPICAL PARTY WALL SECTION
3/4" = 1'-0"A3014 TYPICAL GABLE END DETAIL
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
UP
DN
3A302
3' - 0" CLR. MIN.
A302
5
2'-7
1/2
" CLR
. MIN
.
3' -
0" C
LR. M
IN.
4A302
HALL/STAIR30
RETURN HANDRAIL
WD HANDRAIL
KNEE WALL - BELOW
WD CAP - PAINTED
7 R @ 7 3/4"
6 T @ 10" 3' -
0"
3' -
0"
1/2 BATH22
HALL/STAIR30
LIN39
HALL/STAIR30
HALL/STAIR30
6' -
8" M
IN. C
LR.
6 T @ 10" 6 WINDER TREADS
2x12 WD STAIR STRINGER @ 16" O.C. - MAX
5/4x WD STAIR RISER5/4x WD STAIR TREAD - TYP
3' - 0" CLR. MIN.
WD HANDRAIL
WD HANDRAIL -BEYOND
1x PAINTED WD CAP
4A302
1x WD SKIRT BD - PAINTED
SUBFLOOR
CLR. MIN.
3' - 0"
3 R
ISER
S @
7 3
/4"
5 R
ISE
RS
@ 7
3/4
"7
RIS
ERS
@ 7
3/4
"
15 R
ISER
S @
7 3
/4"
1x SKIRT BD PAINTED
2x WD SUB-RISER
2x WD KICKER ANCHORED LIKE SILL PLATE NOTCHED INTO CARRIAGES
A3026
1X SKIRT BD PAINTED
3A302
3' -
0" C
LR M
IN
2' -
7 1/
2" C
LR M
IN
4A302
HALL/STAIR30
6" MIN 6" MIN
10" MIN 10" MIN
HEADER ABV RE: STRUCT3 R @ 7 3/4"
2 T @ 10"
12"
12"
12"
10" M
IN10
" MIN
10" MIN 10" MIN
6" M
IN6"
MIN
6" MIN 6" MIN
TREADS ARE TO BE 10" DEEP MIN AT A LINE 12" FROM THE INSIDE EDGE OF TREAD
CLR MIN
3' - 0"
KNEE WALL-BELOW1x WD CAP - PAINTED
RETURN HANDRAIL
15 R
@ 7
3/4
"
2' -
7 1/
2" C
LR. M
IN.
WD HANDRAIL
2' - 7 1/2" CLR. MIN.
TOP OF CONC SLAB0"
STAIRS - BEYOND
2' - 0"
ABV
STA
IR N
OSI
NG
42" W
ALL
HG
T
1x WD CAP-PAINTED
WD BASE - PAINTED
TOP OF CONC SLAB0"
SECOND FLOOR TOP OF SUBFLOOR9' - 7 7/8"
ROOF TRUSS BEARING17' - 9"
SECOND FLOOR TRUSS BEARING8' - 1 1/8"
WD SKIRT BD - PAINTEDWD SKIRT BD - PAINTED
(1x) CARRIAGE NAILED TO SPACER
1/2" GWB
KNEE WALL - BELOW
1x WD CAP - PAINTED
WD HANDRAIL
2x WD WINDER FRAMING
WD FRAMED LANDING (OVER BUILD WINDERS ON LANDING)
2x WD WINDER FRAMING
WD FRAMED LANDING (OVER BUILD WINDERS ON LANDING)
(2) 2x12 WD STRINGERS
2x12 WD STRINGER @ 16" O.C. - MAX
2x12 WD STRINGER @ 16" O.C. MAX(2) 2x12 WD STRINGER1x WD RISER - BEYOND2x WD SUB-RISER - BEYOND
2x WD KICKER ANCHORER LIKE SILL PLATE, NOTCHED INTO CARRIAGE
1" TYPICAL
TYP
ICA
L R
ISE
R
TYPICAL TREAD
1/2" QUARTERROUND @ TILE ANDWOOD FLOOR FINISHES
1/2" x 1/2" COVEMOLD @ EACH RISER
BASE CAP TO MATCH WALL BASE1x SKIRT BD TO RECEIVETREADS AND RISERS5/4" WOOD TREADS AND RISERS
MTL HANDRAIL BRACKET2x WOOD BLOCKING
BLOCKING
5/4" WOOD STAIR TREAD
1/2" GWB
WOOD HANDRAIL
(2) 2x12 WD STRINGER
BASE CAP TO MATCH WALL BASE
1x WD SKIRT BD - PAINTED
A
A
SECTION A-A
9/16" RADIUS MAX - TYP
9/16" RADIUS MAX - TYP
2x WD KICKER ANCHORED LIKE SILL PLATE, NOTCHED INTO CARRIAGES2x WD SUB RISER
(2) 2x12 WD STRINGER - BEYOND
1 1/2"
1 1/4" - 2" DIA
1/2" GWB
2x WD STUD - BEYOND
34" M
IN -
38" M
AX
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:15 PM
A302
STAIR SECTIONAND PLANS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1" = 1'-0"A3021 ENLARGED FIRST FLOOR STAIR PLAN
1/2" = 1'-0"A3023 STAIR SECTION
1" = 1'-0"A3022 ENLARGED SECOND FLOOR STAIR PLAN
1/2" = 1'-0"A3025 STAIR ELEVATION
1/2" = 1'-0"A3024 STAIR CROSS SECTION
3" = 1'-0"A3026 STAIR DETAILS
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
BA C D
H.M. INSUL H.M. INSUL
H.C. WOOD
H.C. WOOD
60" A
FF
METAL LOUVER 240 SQ IN. FLOW IN UTILITY CLOSET DOOR ONLY
PEEP HOLE
1
A
TOP OF SLAB/SUBFLOOR
B
5' -
0" R
.O.
3' - 0" R.O. 2' - 0" R.O.
3' -
0" R
.O.
STUDS AS INDICATED ON PLANS
GWB AS INDICATED ON PLANS
SEALANT - TYPICAL
WD TRIM - TYPICAL
WD JAMB - TYPICAL
DOOR
STUDS AS INDICATED ON PLANS
GWB AS INDICATED ON PLANS
SEALANT - TYPICAL
WD TRIM - TYPICAL
WD JAMB - TYPICAL
DOOR
HEADER - SEE HEADER DETAILS
JAMB - BEYONDDOOR
WD TRIM
SEALANT
GWB AS INDICATED
HEADER AS INDICATED ON FLOOR PLANS AND HEADER DETAILS
SIDING AS INDICATED ON WALL SECTIONS AND ELEVATIONS
STRUCT INSUL SHEATHING
VINYL TRIM
JAMB BEYOND
METAL FLASHING
DOOR
WD TRIM
SEALANT
GWB AS INDICATED ON WALL SECTIONS
STUD AS INDICATED ON FLOOR PLANS
SIDING AS INDICATED ON WALL SECTIONS AND ELEVATIONS
STRUCT INSUL SHEATHING
VINYL TRIM
JAMB - TYPICAL
NON-EXPANDING FOAM INSUL SEALANT
NON-EXPANDING FOAM INSUL SEALANT
SEALANTSEALANT
SEALANT SEALANT
TAPE OVER DRIP CAP
INTERIOR JAMB
INTERIOR HEADEXTERIOR HEAD
EXTERIOR JAMB
INTERIOR EXTERIOR
INTERIOR EXTERIOR
12
STEP 1:INSULATINGSHEATHING ON WOODFRAME WALL.
STEP 2:INSTALL BACKDAM
STEP 3:APPLY FIRST PIECEOF SELF-ADHEREDSILL FLASHING; APPLYSECOND PIECE OFSELF-ADHERED SILLFLASHING PER 24/EE101.
STEP 4:INSTALL CORNERFLASHING PATCHESAT SILL
STEP 5:INSTALL WINDOW PLUMB, LEVEL AND SQUARE PERMANUFACTURER'SINSTRUCTIONS; SEALANT BEADJAMBS AND HEAD MAY BEOPTIONAL BASED ON RISKFACTORS; IF SEALANT ISINSTALLED IT MUST BECHEMICALLY COMPATIBLE WITHFOAM SHEATHING AND FLASHING
STEP 6:INSTALL SELF-ADHEREDJAMB FLASHING
STEP 7:INSTALL DRIP CAP (IFAPPLICABLE); INSTALLSELF-ADHERED HEADFLASHING
STEP 8:TAPE TOP EDGE OFHEAD FLASHING, AIRSEAL WINDOW AROUNDENTIRE PREIMETER ONTHE INTERIOR WITHSEALANT ORNON-EXPANDING FOAM;EXPANDING FOAMSHOULD NOT FILL THESILL PAN
2"
SIDING AS INDICATED ON WALL SECTIONS AND ELEVATIONS
SHEATHING
VINYL TRIM
VINYL WINDOW UNIT
INSULATION AS INDICATED ON WALL SECTIONS
GWB AS INDICATED
JAMB BEYOND
SEALANT
WD STOOL
WD APRON MITER AND RETURN ENDS TO WALL
SEALANT
GWB AS INDICATED ON WALL SECTIONS
SEALANT
WD STOOL - BLW
SIDING AS INDICATED ON WALL SECTIONS AND ELEVATIONS
STRUCT INSUL SHEATHING
VINYL TRIM
VINYL WINDOW UNIT
INSULATION AS INDICATED ON WALL SECTIONS
GWB AS INDICATEDON WALL SECTIONS
SEALANT
JAMB BEYOND
SIDING AS INDICATED ON WALL SECTIONS AND ELEVATIONS
STRUCT INSUL SHEATHING
VINYL TRIM
VINYL WINDOW UNIT
METAL FLASHING
NON-EXPANDING FOAM INSUL SEALANT
NON-EXPANDING FOAM INSUL SEALANT
NON-EXPANDING FOAM INSUL SEALANT
FLEXIBLE MEMBRANE FLASHING
FLEXIBLE MEMBRANE FLASHING
FLEXIBLE MEMBRANE FLASHING
SEALANTSEALANT
SEALANT
SEALANT
HEADER AS INDICATED ON FLOOR PLANS AND HEADER DETAILS
SEALANT
SEALANT
DRIP CAP REGLETTED INTO FOAM
TAPE OVER DRIP CAP
SILL
JAMB
HEAD
EASED EDGE
1 1/2"
INTERIOR EXTERIOR
INTERIOR EXTERIOR
INTERIOR EXTERIOR
DENOTES TEMPERED GLAZING
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:22 PM
A601
SCHEDULES
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017ROOM FINISH SCHEDULE
NUMBER NAMEROOM CEILING
HEIGHT REMARKSBASE FINISH FLOOR FINISH WALL FINISH CEILING FINISH1 LIVING ROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES2 1/2 BATH WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"3 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"4 UTILITY WOOD (PAINTED) CONC (POLISHED) GWB (PAINTED) GWB (PAINTED) 7'-0"5 KITCHEN WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES6 DINING ROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES7 MUDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"8 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"9 HVAC WOOD (PAINTED) CONC (POLISHED) GWB (PAINTED) GWB (PAINTED) 7'-0"10 HALL/STAIR WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES11 BEDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"12 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"13 BEDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"14 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"15 BATHROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"16 BEDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"17 CLOSET WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"18 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"19 LIN WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"21 LIVING ROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES22 1/2 BATH WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"23 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"24 UTILITY WOOD (PAINTED) CONC (POLISHED) GWB (PAINTED) GWB (PAINTED) 7'-0"25 KITCHEN WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES26 DINING ROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES27 MUDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"28 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"29 HVAC WOOD (PAINTED) CONC (POLISHED) GWB (PAINTED) GWB (PAINTED) 7'-0"30 HALL/STAIR WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) VARIES31 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"32 BEDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"33 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"34 BEDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 8'-0"35 CL WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"36 BATHROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"37 BEDROOM WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"38 CLOSET WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"39 LIN WOOD (PAINTED) VCT GWB (PAINTED) GWB (PAINTED) 7'-0"
WINDOW SCHEDULE
TYPEMARK TYPE COMMENTS WIDTH HEIGHT MANUFACTURER SERIES
ROUGHWIDTH
ROUGHHEIGHT
WINDOWFRAME FINISH GLAZING U-VALUE SHGC Comments
A SINGLE HUNG - OPERATING UNITS 2' - 11 1/2" 4' - 11 1/2" PLYGEM 1500 VINYL COLLECTION 5' - 0" 3' - 0" VINYL LOW-E DOUBLE PANE 0.30 0.25 ENERGY STAR RATEDB SINGLE HUNG - OPERATING UNITS 2' - 11 1/2" 2' - 11 1/2" PLYGEM 1500 VINYL COLLECTION 3' - 0" 3' - 0" VINYL LOW-E DOUBLE PANE 0.30 0.25 ENERGY STAR RATED
1/4" = 1'-0"DOOR ELEVATIONS
1/4" = 1'-0"WINDOW SCHEDULE
1A601
3A601
3" = 1'-0"A6012 DOOR DETAILS
1/4" = 1'-0"A6014 WINDOW FLASHING
3" = 1'-0"A6015 WINDOW DETAILS
DOOR SCHEDULE
DOORNO. ROOM
DOOR SIZE ELEVATIONTYPE MATERIAL FINISH
FRAMEMATERIAL
FRAMEFINISH U-VALUE SHGC COMMENTSWidth Height
3 BEDROOM LEFT UNIT1 FRONT ENTRY 3' - 0" 6' - 8" A H.M. INSUL PAINTED COMPOSITE PAINTED 0.17 0.25 WEATHERSTRIPPING, ENERGY STAR RATED2 1/2 BATH 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED3 CLOSET 2' - 0" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED4 UTILITY 2' - 4" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED METAL LOUVER IN WOOD DOOR6 MUDROOM 2' - 8" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED7 REAR ENTRY 3' - 0" 6' - 8" B H.M. INSUL PAINTED COMPOSITE PAINTED 0.25 0.25 WEATHERSTRIPPING, ENERGY STAR RATED8 CLOSET 4' - 0" 6' - 8" D H.C. WOOD PAINTED WOOD PAINTED9 HVAC 2' - 0" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED11 BEDROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED 1/2" UNDERCUT12 CLOSET 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED13 BEDROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED 1/2" UNDERCUT14 CLOSET 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED15 BATHROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED16 BEDROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED 1/2" UNDERCUT17 CLOSET 2' - 4" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED19 LINEN 1' - 8" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED3 BEDROOM RIGHT UNIT21 FRONT ENTRY 3' - 0" 6' - 8" A H.M. INSUL PAINTED COMPOSITE PAINTED 0.17 0.25 WEATHERSTRIPPING, ENERGY STAR RATED22 1/2 BATH 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED23 CLOSET 2' - 0" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED24 UTILITY 2' - 4" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED METAL LOUVER IN WOOD DOOR26 MUDROOM 2' - 8" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED27 REAR ENTRY 3' - 0" 6' - 8" B H.M. INSUL PAINTED COMPOSITE PAINTED 0.25 0.25 WEATHERSTRIPPING28 CLOSET 4' - 0" 6' - 8" D H.C. WOOD PAINTED WOOD PAINTED29 HVAC 2' - 0" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED31 BEDROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED32 CLOSET 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED 1/2" UNDERCUT33 BEDROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED34 CLOSET 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED 1/2" UNDERCUT35 BATHROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED36 BEDROOM 2' - 6" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED37 CLOSET 2' - 4" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED 1/2" UNDERCUT39 LINEN 1' - 8" 6' - 8" C H.C. WOOD PAINTED WOOD PAINTED
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
UP
UP
FD
FD
FD
FD
DN
DN
P-1AP-2A
P-4A
P-5A
P-5A
P-2AP-1A
P-4A
HOSE BIB
HOSE BIB
1' - 4"1' - 6 1/2"
1' - 4" 1' - 6 1/2"
3' - 11"
3' - 11"
LIVING ROOM21
LIVING ROOM1
HALL/STAIR10
CL3
HVAC9
CL8
UTILITY4
1/2 BATH2
KITCHEN5
DINING ROOM6
KITCHEN25
DINING ROOM26
CL28
HVAC29
CL23
HALL/STAIR30
1/2 BATH22
UTILITY24
MUDROOM27
MUDROOM7
WH CONDENSATE, DRAIN TO 90 ONTO SPLASHBLOCK
PAN & DRAIN WITH PIPE TO FLOOR DRAIN W/ TRAP PRIMER
PAN & DRAIN WITH PIPE TO FLOOR DRAIN W/ TRAP PRIMER
HVAC CONDENSATE, DRAIN TO 90 ONTO SPLASHBLOCK
HVAC CONDENSATE, DRAIN TO 90 ONTO SPLASHBLOCKDEHUMIDIFICATION WASTE TO LOCATION APPROVED BY JURISDICTION
DEHUMIDIFICATION WASTE TO LOCATION APPROVED BY JURISDICTION
P-6A
P-7A
P-7A
P-6A
P-1A
P-2A
P-3A
P-3A
P-1A
P-2A
1' -
0 1/
2"
2' -
6 1/
2"
3' -
2 1/
2"1'
- 3
1/2"
3 1/
2"
9' -
0"
BEDROOM11
BEDROOM13
BEDROOM34
BEDROOM32
CL33CL
35HALL/STAIR
30
BEDROOM37
BATHROOM36
CLOSET38
BATHROOM15
CLOSET17
BEDROOM16
HALL/STAIR10
CL12
CL14
LIN19
LIN39
PROVIDE ACCESS PANEL FOR INTERNAL SHUT OFF VALVE
PROVIDE ACCESS PANEL FOR INTERNAL SHUT OFF VALVE.
MFR / MODELMARK
PLUMBING FIXTURE SCHEDULE
MANUFACTURER ADAFIXTURE WATERSENSE LOW FLOW DESCRIPTION
--
KITCHEN SINKKITCHEN FAUCET
--
-ADA
--
-2.2 GPM
20 GAUGEUSE WATERSENSE AERATOR
P-4A
-VANITY COUNTERTOP SINK - - -YES
-1.5 GPM
CULTURED MARBLE INTEGRAL BASINSINGLE LEVER HANDLE, WATERSENSE LABELED
P-2A
P-3A --
TUB/SHOWERTRIM/SHOWER HEAD
--
-ADA
-YES
-1.75 GPM
SLIP RESISTANTWATERSENSE LABELED
-VANITY FAUCET - ADA
P-1A TOILET PROFLO - - YES 1.28 GPF HIGH EFFICIENCY TANK, WATERSENSE LABELED
HPX 50 DHPTWATER HEATER - - -P-5A 50 GAL, ENERGY STAR, STAND, PAN AND DRAINSTATE WATER HEATERS
MODEL 14WALL FAUCET - - -P-6A FREEZE LESSWOODFORD
P-7A -FLOOR DRAIN WITH TRAP PRIMER- - - -
GENERAL PLUMBING NOTES
1. COORDINATE PLUMBING FIXTURES, LINES, AND RUNS WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL FOR CONFLICTS WITH MEMBERS, ELEMENTS, FIXTURES, DEVICES, FANS, VENTS, DUCTS, GRILLES, EQUIPMENT, AND APPLIANCES.
2. ALL PENETRATIONS SHALL BE AIR SEALED.
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:37 PM
P101
PLUMBINGFLOOR PLANS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/4" = 1'-0"P1012 FIRST FLOOR PLUMBING PLAN
1/4" = 1'-0"P1013 SECOND FLOOR PLUMBING PLAN
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
REF
.
DW
UP
REF
.
DW
UP
WH
WH
FD
FD
FD
FD
DN
DN
LIVING ROOM1
1/2 BATH2
KITCHEN5DINING ROOM
6
LIVING ROOM21
1/2 BATH22
KITCHEN25
DINING ROOM26
UTILITY4
UTILITY24
MUDROOM7
CL8
HVAC9
CL3
CL23
HVAC29
CL28
MUDROOM27
HALL/STAIR10
HALL/STAIR30
EF-1
EF-1
CU-1
CU-1
EF-2
4"Ø
5"Ø
5"Ø
SWRGAHU-1
10"Ø
AHU-1
SWRG
UP
WSG
WSG
10"Ø
4"Ø
4"Ø4"Ø
WSG WSG
WSG
UPUP
WSG
UP
4"Ø
4"Ø 4"Ø
WSGWSG
WSG
UP UP
FRESH AIR SUPPLY GRILLE
IN FL JOIST
DUCT THROUGH FL/CLG TO WALL EXHAUST VENT
4"Ø
UPUP
10"Ø
DUCT THROUGH FL/CLG TO WALL VENT EXHAUST
EF-2
WSG WSG
WSG
WSG
UP
UP
WSG
FRESH AIR SUPPLY GRILLE
DEHU
DEHU
IN FL JOIST
DEHU RETURN & HVAC RETURN
DEHU RETURN & HVAC RETURN
T
T
BEDROOM16
CLOSET17
HALL/STAIR10
BATHROOM15
BEDROOM13
BEDROOM11
BEDROOM37
CLOSET38
HALL/STAIR30
BATHROOM36
BEDROOM34
BEDROOM32
CL14
LIN19
CL12
CL35
CL33
LIN39
FSG FSG
FSG
FSG
EF-1
FSGFSG
FSG
FSG
EF-1 DUCT THROUGH ATTIC-HIGH GABLE END WALL EXHAUST VENT
DUCT THROUGH ATTIC-HIGH GABLE END WALL EXHAUST VENT
GENERAL MECHANICAL NOTES
1. INSTALLER SHALL FOLLOW ALL LOCAL CODES AND MANUFACTURER'S INSTALLATION INSTRUCTIONS.
2. ALL DUCT CONNECTIONS, INCLUDING ALL FLEX-DUCT CONNECTIONS SHALL BE SEALED WITH DUCT SEALANT ("MASTIC") AND/OR "MASTIC" TAPE.
3. DUCT LEAKAGE TESTING: 5% DUCT LEAKAGE TO THE OUTSIDE, 8% TOTAL DUCT LEAKAGE.
4. 7 ACH 50 ENCLOSURE TESTING LIMIT.5. ALL SPACE CONDITIONING DUCTWORK SHALL BE LOCATED WITHIN
CONDITIONED SPACE. DROP CEILINGS WILL BE PROVIDED TO HOUSE DUCT RUNS.
6. COORDINATE EXHAUST FANS, VENTS, DUCTS AND GRILLS WITH STRUCTURAL, PLUMBING AND ELECTRICAL FOR CONFLICTS WITH MEMBERS, ELEMENTS, FIXTURES, DEVICES, EQUIPMENT AND APPLIANCES.
7. ALL DUCT SEALING MATERIALS SHALL BE IN CONFORMANCE WITH UL 181A OR UL 181B SPECIFICATIONS AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
8. AIR SEAL ALL PENETRATIONS.9. R-8 INSULATION ON ALL DUCTWORK, EXCEPT EXHAUST. EXHAUST DUCTS
CAN RUN IN UNCONDITIONED SPACE.
LEGEND
WALL THERMOSTATT
SUPPLY AIR
RETURN AIR
EXHAUST AIR
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:35 PM
M101
MECHANICALFLOOR PLANS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/4" = 1'-0"M1011 FIRST FLOOR MECHANICAL PLAN
1/4" = 1'-0"M1012 SECOND FLOOR MECHANICAL PLAN
AIR TERMINAL SCHEDULE
MARK DESCRIPTION MOUNTING NECK SIZE MATERIAL COLORCSG CEILING SUPPLY GRILLE CEILING SQUARE 4"x8" STEEL WHITEFSG FLOOR SUPPLY GRILLE FLOOR SQUARE 4"x8" STEEL WHITESWRG SIDEWALL RETURN GRILLE SURFACE SQUARE 12"x12" STEEL WHITEWSG WALL SUPPLY GRILLE SURFACE SQUARE 4"x8" STEEL WHITE
EXHAUST FAN SCHEDULE
MARK MODEL TYPE CFM REMARKSEF-1 NUTONE XN80L INTERMITTENT BATH EXHAUST 80 CFM 80 CFM INTERMITTENT, ENERGY STAR RATED 0.3 SONESEF-2 - INTERMITTENT RANGE EXHAUST 100 CFM DUCTED TO EXTERIOR
NOTES:1. ALL UNITS USE R-410A REFRIGERANT2. ALL UNITS HAVE AUTOMATIC PROGRAMMABLE
THERMOSTAT
MECHANICAL EQUIPMENT SCHEDULE
MARK MODELAHU-1 GOODMAN AVPTC24B14A*CU-1 GOODMAN GSZ160181B*DEHU ULTRA-AIRE 70H
NOTES:1. INSTALL ALL EHAUST SYSTEMS IN ACCORDANCE WITH STATE AND LOCAL CODES, AND
MANUFACTURER'S INSTRUCTIONS2. INSTALL ALL EXHAUST SYSTEMS IN COMPLIANCE WITH NATIONAL GREEN BUILDING
STANDARDS SILVER CERTIFICATION (V.2.20) SECTIONS 701.4.1 AND 701.4.2.3.3. INSTALL ALL EXHAUST DUCT WORK FREE OF PINCHES AND SAGS4. SEAL ALL EXHAUST DUCT WORK WITH MASTIC
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET
UP3
33
3
33
3
3
3 3
33
3
FD
UP
FD
FD
DN3
3DN
WP
WP
WP
WPE
E
A
SD
SD
E
E
H
H
H
H J
J
F
F
F
GFI +44
GFI +44
GFI +44
GFI +44
GFI +44
GFI +44
GFI +44
GFI +44
C
T
T220
220
J
J
B
B
LIVING ROOM21
HALL/STAIR10
CL8
MUDROOM7
DINING ROOM6
KITCHEN5
UTILITY4
1/2 BATH2
1/2 BATH22
UTILITY24
KITCHEN25
DINING ROOM26
MUDROOM27
HALL/STAIR30
CL28
HVAC29
CL23
C
C
C
C
C
LIVING ROOM1
CL3
HVAC9
GFI +44
GFI +44
F
FJ
J
EP200 AMP
EP200 AMP
J
J
CC
CC
C
C
D
DA
C
C
CC
CC
AA
A A
A
A
F
F
H
H
J
J
SD SD
SD
SD
SD SD
SD
SD
I
I
BEDROOM34
BEDROOM32
HALL/STAIR30
BEDROOM37
CL35
BATHROOM36
CLOSET38
BATHROOM15
CLOSET17
BEDROOM16
HALL/STAIR10
BEDROOM11
BEDROOM13
CL14
LIN19
CL33
CL12
LIN39
C
CC
FAN
+44GFI
FAN
+44GFI
C C
C
D
D
F
F
SYMBOLS LEGEND
PHOTOELECTRIC SMOKE ALARM WITH HORN(WALL MOUNTED OR CEILING MOUNTED)
CEILING FAN BOX FOR FUTURE USE(CEILING MOUNTED @ LIGHT FIXTURE)
POWER/JUNCTION BOX FOR DISHWASHER, ELECTRIC WATER HEATER, INDOOR/OUTDOOR MECHANICAL EQUIPMENT
J
DB INTERIOR ELECTRONIC HORN / FOR DOOR BELL(SURFACE MOUNTED @ 6'-0" A.F.F.)
FB
SD
C
S
WS
WALL - MOUNTED LIGHT
CEILING - MOUNTED LIGHT
CEILING - MOUNTED LIGHT
EMERGENCY LIGHT
SWITCH
NEW OUTLET
RJ45 PHONE/DATA OUTLET (MOUNTED @ 1'-6" A.F.F.
CABLE OUTLET (MOUNTED @ 1'-6" A.F.F.)
EXTERIOR ELECTRONIC EMERGENCY HORN/ STROBE (SURFACE MOUNTED @ 6'-0" A.F.F.)
WALL STATION - EMERGENCY CALL BUTTON WITH PULL CORD (MOUNTED @ 4'-0" A.F.F.)
TYPEHEIGHT
EXHAUST VENT TERMINATION
S STROBE LIGHT - CONNECTED TO SMOKE ALARMS
THERMOSTAT MTD AT 48" AFFT
PROGRESS LIGHTING
MFR / MODELMARK
LIGHT FIXTURE SCHEDULE
A
DESCRIPTION MTG.
S/C
LAMPS NO / TYPE REMARKS
9" SQ. 3-3/4" HT.
B S/CCHANDELIER
(2)
(3)
-
C S/C7.25" LED - ABOVE SINK
D S/W12-1/2" W x 8-1/4" HT (2) -
E S/W8W."x 11-1/4H.", EXTENDS 9-1/4" (1) PHOTOCELL
F S/C3W." x 24L.", 3 HT. (1) -
G
H S/C7.25" LED - -
-
-
ROOM(S)
LIVING/BEDROOM
KITCHEN
BATHROOM
EXTERIOR
UTILITY, CL
NOT USED
HALL, MUDROOM
PROGRESS LIGHTINGK S/C3W." x 24L.", 3 HT. (1)HVAC- F17T8 LAMPSWHITE, 120VHPF
J S/C13"W. x 14"L. (2) -BATHROOM, 1/2 BATH
- - 30K9-AC1-LIO
- 18w GU24 LAMP ENERGY STAR
WHITE, 120VHPF - F17T8 LAMPS
BRUSHED STAINLESS STEEL
BRUSHED NICKEL
-
BRUSHED NICKEL
BRUSHED NICKEL
- 9w LED -
UP 13w CFL ENERGY STAR
- 30K9-AC1-L1O
- 13w GU-24 COMPACT FLUOR LAMPS
- 60w COMPACT FLUOR LAMPS -
-
-ENERGY STAR
P3549-09
P4440-09EBWB
P2795-09
8870915-98
P7265-30EB
P8022-28
P7265-30EB
PROGRESS LIGHTING
PROGRESS LIGHTING
SEAGULL LIGHTING
PROGRESS LIGHTING
PROGRESS LIGHTING
XN80LNUTONE
PORCH
VENTILATION FAN W/LIGHT-WHITE
S/CS/W
SURFACE/CEILINGSURFACE/WALL
I -- - -NOT USED- - - --
DINING
P8022-28PROGRESS LIGHTING
- -- -
ENERGY STAR
ENERGY STAR
ENERGY STAR
ENERGY STAR
1
COMMONW
EALTH OF
V I RGIN
IACOLIN M. ARNOLD
No. 11337
ARCHI TECT
REV DATE DESCRIPTION
DESIGNED
DRAWN
CHECKED
SHEET
SHEET NAME
APPROVED
COMM#
www.chpdesignstudio.orgPH. 540-382-2002 FAX 540-381-8270
CHRISTIANSBURG, VA 24073448 DEPOT STREET, N.E.
THE STUDIO
THE STUDIO
3/6/2017 5:20:27 PM
E101
ELECTRICALPLANS
BEK
CMA
1117
BAILEY ROAD APARTMENTS TYPE C,
3‐3 DUPLE
X
BAILEY ROAD, P
ARKSLE
Y, V
IRGIN
IA
BID SET
01/06/2017
1/4" = 1'-0"E1011 FIRST FLOOR ELECTRICAL PLAN
1/4" = 1'-0"E1012 SECOND FLOOR ELECTRICAL PLAN
GENERAL ELECTRICAL NOTES
1. COORDINATE ALL ELECTRICAL DEVICES, AND FIXTURES WITH STRUCTURAL, MECHANICAL AND PLUMBING FOR CONFLICTS WITH MEMBERS, ELEMENTS, FIXTURES, FANS, VENTS, DUCTS, GRILLS, EQUIPMENT, AND APPLIANCES.
2. COORDINATE CLG MTD FIXTURES/DEVICES WITH IN CLG - SEE ARCH.3. ALL PENETRATIONS SHALL BE AIR SEALED1. 4. MAINTAIN A CONTINUOUS ONE-HOUR FIRE RATED ASSEMBLY
BETWEEN APARTMENT UNITS. REFER TO DETAILS INDICATED FOR APPROPRIATE FIRE RATING METHODS AND CONDITIONS AT FLOORS AND WALLS.
5. PROVIDE AND INSTALL APPROPRIATE FIRE RATED INSULATION, CAULKS AND SEALANT IN RATED ASSEMBLIES.
6. ELECTRICAL PANEL LOCATION SHALL BE COORDINATED WITH SITE CONDITIONS.
7. ELECTRICAL OUTLETS IN KITCHENS AND BATHROOMS SHALL BE GFCI AND BE INSTALLED (44) FORTY-FOUR INCHES TO TOP ABOVE FINISHED FLOOR UNO.
8. ALL ELECTRICAL CIRCUITS, INCLUDING SMOKE DETECTORS, IN BEDROOMS SHALL BE ON AN ARC FAULT BREAKER.
9. DESIGNATED ACCESSIBLE UNITS SHALL RECEIVE STROBES CONNECTED TO HARD WIRED SMOKE DETECTORS, AND EXTERIOR STROBE LIGHTS.
10. DESIGNATED ACCESSIBLE UNITS SHALL RECEIVE RANGE HOODS WIRED TO OPERATE FROM WALL SWITCHES INCLUDING LIGHT.
11. ALL WALL SWITCHES SHALL BE LARGE "ROCKER" TYPE IN H/C UNITS.12. MOUNT ELECTRICAL OUTLETS 1'-6" ABOVE FINISHED FLOOR.13. MOUNT WALL SWITCHES 4'-0" TO TOP ABOVE FINISHED FLOOR.14. MOUNT ELECTRICAL PANELS 4'-0" TO TOP ABOVE FINISHED FLOOR.15. REFER TO SPECIFICATIONS FOR LIGHT FIXTURE SELECTIONS.16. ALL OUTLET TO BE TAMPER-RESISTANT RECEPTACLES.
2/8/2016 BID SET10/21/16 RD REVIEW
1 01/06/17 REVIEW/CONSTRUCTIONSET