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STANDARD ABBREVIATIONS BAILEY ROAD … · fs full size ftg footing ga gauge ... std standard sq...

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33.00 33.00 33.00 33.50 33.50 33.50 34.00 34.00 34.00 34.50 34.50 34.50 35.00 35.00 35.00 35.00 35.50 35.50 35.50 35.50 35.50 3 5 . 5 0 3 5 . 5 0 36.00 36.00 3 6 .00 3 6 . 0 0 36.00 36.00 36.00 3 6 . 5 0 3 6 . 5 0 3 6 . 5 0 3 6 . 5 0 36.50 36.50 36.50 36.50 36.50 36.50 36.50 37.00 37.00 37.00 37.00 37.00 N70°24'11"W 228.48' N 3 6 ° 3 5 ' 3 6 " E 1 5 0 . 0 1 ' L 1 L2 L3 L4 L8 N89°36'43"W 290.52 N89°36'43"W 290.52 N88°35'42"W 328.13 N36°49'09"E 411.25 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 BR 3 BR 2 BR 2 BR 2 BR 1 BR 2 BR 3 BR 3 BR 1 BR 2 BR 2 BR 2 BR 3 BR 3 BR 3 B R 3 B R 2 BR 2 BR BUILDING TYPE D 1-2 H/C DUPLEX BUILDING TYPE A 1-2 DUPLEX (1) BR S/H UNIT BUILDING TYPE C 3-3 DUPLEX BUILDING TYPE B 2-2 DUPLEX BUILDING TYPE C 3-3 DUPLEX BUILDING TYPE B 2-2 DUPLEX BUILDING TYPE B 2-2 DUPLEX BUILDING TYPE C 3-3 DUPLEX BUILDING TYPE A 1-2 DUPLEX BUILDING TYPE A 1-2 DUPLEX BUILDING TYPE C 3-3 DUPLEX 2 BR 2 BR BUILDING TYPE B 2-2 DUPLEX COMMUNITY BUILDING TYPE D 1 - 2 H/C TYPE C 3 - 3 TYPE B 2 - 2 TYPE B 2 - 2 TYPE A 1 - 2 TYPE B 2 - 2 TYPE A 1 - 2 1 BR S/H TYPE 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.org PH. 540-382-2002 FAX 540-381-8270 CHRISTIANSBURG, VA 24073 448 DEPOT STREET, N.E. STANDARD ABBREVIATIONS ACP ACOUSTIC PLASTER ACT ACOUSITCAL CEILING TILE ALUM ALUMINUM ARCH ARCHITECTURAL AT ASPHALT TILE AVG AVERAGE AFF ABOVE FINISHED FLOOR ALT ALTERNATE AB ANCHOR BOLT ABS AIR BARRIER SYSTEM APPROX APPROXIMATE BLK BLOCK BRG PL BEARING PLATE BDRM BEDROOM BSMT BASEMENT BRG BEARING BM BENCHMARK BRK BRICK BW BOTH WAYS BD BOARD BLKG BLOCKING BLDG BUILDING CPT CARPET CEM CEMENT CFM CUBIC FEET PER MINUTE CONT CONTINUOUS CI CAST IRON CTR CENTER CL CENTERLINE CPL CEMENT PLASTER CLG CEILING CT CERAMIC TILE CLST CLOSET C TO C CENTER TO CENTER CONST CONSTRUCTION CW COLD WATER CONC CONCRETE CMU CONCRETE MASONRY UNIT CSMT CASEMENT CJ CONTROL JOINT DR DOOR DTL DETAIL DH DOUBLE HUNG DIA DIAMETER DIM DIMENSION DN DOWN DW DISHWASHER DS DOWNSPOUT DWG DRAWING DBL DOUBLE DF DRINKING FOUNTAIN EQUIP EQUIPMENT EA EACH ELEV ELEVATION EST ESTIMATED EW EACH WAY EXIST EXISTING EXT EXTERIOR EQ EQUAL EWC ELECTRIC WATER COOLER EJ EXPANSION JOINT ELEC ELECTRICAL FD FLOOR DRAIN FDN FOUNDATION FFE FINISHED FLOOR ELEVATION FIN FINISH FL FLOOR FO FINISHED OPENING FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUD FS FULL SIZE FTG FOOTING GA GAUGE GALV GALVANIZED FI GALVANIZED IRON GIWT GLAZED INT WALL TILE GL GLASS GWB GYPSUM WALL BOARD GYP BL GYPSUM BLOCK HB HOSE BIBB HC HOLLOW CORE HDWE HARDWARE HORIZ HORIZONTAL HGT HEIGHT HM HOLLOW METAL HMF HOLLOW METAL FRAME ID INSIDE DIMENSION INSUL INSULATION INT INTERIOR JT JOINT KIT KITCHEN LL LIVE LOAD LAV LAVATORY LINO LINOLEUM LR LIVING ROOM LT LIGHT MFG MANUFACTURING MECH MECHANICAL MFR MANUFACTURE(ER) MAR MARBLE MATL MATERIAL MAX MAXIMUM MTL METAL MO MASONRY OPENING MIN MINIMUM MLDG MOULDING NA NOT APPLICABLE NAT NATURAL NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OPNG OPENING OC ON CENTER OD OUTSIDE DIAMETER OHSD OVERHEAD SECTIONAL DOOR OFCI OWNER FURNIHSED CONTRACTOR INSTALLED OSB ORIENTED STRAND BOARD PSF POUNDS PER SQ. FOOT PSI POUNDS PER SQ. INCH PT PRESSURE TREATED PLAS LAM PLASTIC LAMINATE PNT PAINT(ED) PL PLATE PL BD PLASTER BOARD PLYWD PLYWOOD PNL PANEL PROJ PROJECT PR PAIR PLAS PLASTER QT QUARRY TILE QTY QUANTITY REQD REQUIRED RAD (R) RADIUS RA RETURN AIR RDM RANDOM RB RUBBER REBAR REINFORCING BAR REF REFRIDERATOR REV REVISION RM, RMS ROOM, ROOMS RO ROUGH OPENING RT RUBBER TILE R RISER(S) SIM SIMILAR SHTG SHEATHING S&V STAIN & VARNISH SC SOLID CORE SCFT STRUCTURAL CLAY FACING TILE SCH SCHEDULE SECT SECTION SHT SHEET SPECS SPECIFICATIONS SQ FT SQUARE FEET SS STAINLESS STEEL STL STEEL STOR STORAGE STR STRUCTURAL SF SQUARE FOOT STD STANDARD SQ SQUARE SYP SOUTHERN YELLOW PINE SPF SPRUCE PINE FIR TC TERRA COTTA THK THICK (NESS) T TREAD THOLD THRESHOLD TYP TYPICAL T&G TONGUE & GROOVE TOS TOP OF STEEL TOW TOP OF WALL TOC TOP OF CONCRETE UNFIN UNFINISHED UR URINAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VEST VESTIBULE VT VINYL TILE VB VAPOR BARRIER VCT VINYL COMPOSITE TILE W WIDTH WC WATER CLOSET WD WOOD WTRSTR WEATHER STRIPPED WI WROUGHT IRON WP WATERPROOFING WH WATER HEATER W/ WITH W/O WITHOUT WWM WELDED WIRE MESH WM WIRE MESH WWF WELDED WIRE FABRIC WF WIDE FLANGE WRB WEATHER RESISTIVE BARRIER DESIGNED DRAWN CHECKED APPROVED COMM# THE STUDIO THE STUDIO LOCATION MAP VICINITY MAP C O M M O N W E A L T H O F V I R G I N I A COLIN M. ARNOLD No. 11337 A R C H I T E C T 3/6/2017 5:20:46 PM T101 TITLE SHEET BAILEY ROAD APARTMENTS TYPE C, 33 DUPLEX BAILEY ROAD, PARKSLEY, VIRGINIA BAILEY ROAD APARTMENTS TYPE C, 33 DUPLEX 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 CODE USE GROUP: R - 5 RESIDENTIAL CONSTRUCITON CLASSIFICATION: TYPE VB, UNPROTECTED ENERGY CODE: 2012 VIRGINIA ENERGY CONSERVATION CODE TYPICAL INSULATION VALUES: WALLS R - 16 ATTIC R - 50 SQUARE FOOTAGES TOTAL FIRST FLOOR RIGHT SIDE 639 GSF TOTAL FIRST FLOOR LEFT SIDE 639 GSF TOTAL SECOND FLOOR RIGHT SIDE 639 GSF TOTAL SECOND FLOOR LEFT SIDE 639 GSF TOTAL RIGHT SIDE 1278 GSF TOTAL LEFT SIDE 1278 GSF BUILDING TOTAL 2556 GSF BUILDING FOOTPRINT 1278 GSF INDEX OF DRAWINGS SHEET NUMBER SHEET NAME T101 TITLE SHEET EE101 ENERGY EFFICIENCY DETAILS S101 FOUNDATION PLAN S102 FRAMING PLANS A101 FLOOR PLANS A102 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 INTERIOR ELEVATIONS A301 SECTIONS AND DETAILS A302 STAIR SECTION AND PLANS A601 SCHEDULES P101 PLUMBING FLOOR PLANS M101 MECHANICAL FLOOR PLANS E101 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 ALLIANCE PO BOX 387 ACCOMACK, VIRGINIA 23301 ARCHITECT: CHP DESIGN STUDIO, LLC 448 DEPOT ST, N.E. CHRISTIANSBURG, VIRGINIA 24073 (540) 382 - 2002 (540) 381 - 8270 FAX WWW.CHPDESIGNSTUDIO.ORG CONTRACTOR: CHP CONSTRUCTION 448 DEPOT ST, N.E. CHRISTIANSBURG, VIRGINIA 24073 (540) 382 - 2002 MECHANICAL: VIRIDIANT CONSULTANT 1431 WEST MAIN ST RICHMOND, VIRGINIA 23220 (804) 225 - 9843 (804) 562 - 4156 FAX WWW.VIRIDIANT.ORG PROJECT SITE PROJECT SITE 1 ISSUE/REVISION SCHEDULE NO. DATE DISCIPLINE DESCRIPTION 10/21/16 ALL RD REVIEW 2/8/2016 ALL BID SET 1 01/06/17 ALL REVIEW/ CONSTRUCTION SET 1
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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

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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

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X

BAILEY ROAD, P

ARKSLE

Y, V

IRGIN

IA

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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

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BAILEY ROAD, P

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Y, V

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BID SET

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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

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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


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