bush river village - tranzon

SYMBOLS....................................................& - AND@ - AT

A.................................................................AB - ANCHOR BOLTABV - ABOVEAFF - ABOVE FINISH FLOORALUM - ALUMINUMAP - ACCESS PANELAPPROX - APPROXIMATELYARCH - ARCHITECTURAL

B.................................................................BLDG - BUILDINGBM - BEAMB.O. - BOTTOM OFBOT - BOTTOMBLK - BLOCKBLKG - BLOCKING

C.................................................................CJ - CONTROL JOINTCL - CENTER LINECLFS - COUNTER FLASHINGCLG - CEILINGCMU - CONCRETE MASONRY UNITCND - CONDUITCONC - CONCRETECONSTR - CONSTRUCTIONCONT - CONTINUOUSCTSK - COUNTERSUNKCU - CUBICCU FT - CUBIC FOOTCU YD - CUBIC YARD

D.................................................................DEG - DEGREEDIA - DIAMETERDIM - DIMENSIONDL - DEAD LOADDMPR - DAMPERDN - DOWNDR - DOORDS - DOWNSPOUTDWG - DRAWING

E.................................................................EA - EACHEL - ELEVATIONELEV - ELEVATIONEQ - EQUALEST - ESTIMATEEW - EACH WAYEXIST - EXISTINGEXST - EXISTINGEXT - EXTERIOREXP - EXPOSEDEXP JT - EXPANSION JOINT

F.................................................................F - FARENHEITFD - FLOOR DRAINFND - FOUNDATIONFF EL - FINISHED FLOOR ELEVATIONFHY - FIRE HYDRANTFIN - FINISHFIN FL - FINISHED FLOORFF - FINISHED FLOORFL - FLOORFLEX - FLEXIBLEFLOUR - FLOURESCENTFPM - FEET PER MINUTEFRT - FIRE RETARDANT TREATEDFT - FEET, FOOTFTG - FOOTINGFG - FINISHED GRADE

G.................................................................GA - GAGE, GAUGEGL - GLASS, GLAZINGGALV - GALVANIZEDGND - GROUNDGRTG - GRATINGGWB - GYPSUM WALL BOARD

H.................................................................HD - HEADHT - HEIGHTHM - HOLLOW METALHORIZ - HORIZONTALHR - HOUR

I.................................................................ID - INSIDE DIAMETERIN - INCHINFO - INFORMATIONINSUL - INSULATION

J.................................................................JB - JUNCTION BOXJST - JOISTJT - JOINT

L.................................................................LG - LONGLL - LIVE LOADLTG - LIGHTING

M.................................................................MACH - MACHINEMAT - MATERIALMAX - MAXIMUMMECH - MECHMET - METALMFGR - MANUFACTURERMH - MANHOLEMIN - MINIMUMMO - MASONRY OPENINGMSNRY - MASONRYMTD - MOUNTEDMTL - METAL

N.................................................................NA - NOT APPLICABLENIC - NOT IN CONTRACTNO - NUMBERNTS - NOT TO SCALE

O.................................................................OC - ON CENTEROD - OUTSIDE DIAMETEROPNG - OPENINGOPP - OPPOSITEOPP HND - OPPOSITE HANDOV - OVEROVHD - OVERHEAD

P.................................................................PLY - PLYWOODPLYWD - PLYWOODPNT - PAINTPRESS - PRESSUREPROJ - PROJECTPROP - PROPERTYPSF - POUNDS PER SQUARE FOOTPST - POUNDS PER SQUARE INCHPT - PRESSURE TREATEDPVC - POLYVINYL CHLORIDEPVMT - PAVEMENTPWT - PREFABRICATED WOOD TRUSS

R.................................................................R - RADIUSRCP - REFLECTED CEILING PLAN

REINF - REINFORCING, REINORCEDREQD - REQUIREDREV - REVISIONRGD - RIGIDRM - ROOMRO - ROUGH OPENINGRST - REINFORCING STEEL

S.................................................................

SB - SMART BOARDSCD - SEE CIVIL DRAWINGSSCHED - SCHEDULESD - STORM DRAINSED - SEE ELECTRICAL DRAWINGSSECT - SECTIONSF - SQUARE FOOTSI - SQUARE INCHSIM - SIMILARSLP - SLOPESMD - SEE MECHANICAL DRAWINGSSPCL - SPECIALSPEC - SPECIFICATIONSSPLY - SUPPLYSS - STAINLESS STEELSSD - SEE STRUCTURAL DRAWINGSST - STREETSTD - STANDARDSTL - STEELSTOR - STORAGESTRUCT - STRUCTURALSW - SWITCHSYS - SYSTEMSQ - SQUARE

T.................................................................

T.B. - TACK BOARDTEMP - TEMPERATURETHK - THICKT&G - TONGUE & GROOVET0 - TOP OFTOB - TOP OF BEARING POINTTOF - TOP OF FOOTINGTOS - TOP OF STEELTRTD - TREADEDTYP - TYPICAL

U.................................................................

UGND - UNDERGROUNDUL - UNDERWRITERS LABUNO - UNLESS NOTE OTHERWISE

V.................................................................

VB - VAPOR BARRIERVERT - VERTICALVIF - VERIFY IN FIELDVOL - VOLUME

W.................................................................

W/ - WITHW/0 - WITHOUTW.B. - WHITEBOARDWD - WOODWWF - WELDED WIRE FABRICWTRPRF - WATERPROOF

TAG

DOOR TAG

1t

1t

101

0Name

Elevation

Room name101

1A101

SIM

1A101

SIM

1 View Name1/8" = 1'-0"

1i

1t

126

A1011

CASEWORK TAG

SPECIALTY EQUIPMENT TAG

COLUMN LOCATION TAG

LEVEL ELEVATION TAG

NORTH ARROW TAG

ROOM TAG

TITLE VIEW TAG

WALL TAG

WINDOW TAG

ROOF SLOPE ANNOTATION

SPOT ELEVATION TAG

BUILDING SECTION

WALL SECTION

CALLOUT / DETAIL

00.00

00

ELEVATION TAG

DESCRIPTION

ARCHITECTEDMEADES & STROMDAHL, LTD.11 NORTH MAIN STREETBEL AIR, MARYLAND 21014PHONE: 410-879-0388FAX: 410-879-4785

STRUCTURAL ENGINEERMINCIN, PATEL, MILANO, INC.6511 HARFORD ROADBALTIMORE, MD. 21214PHONE: 410-254-7500FAX: 410-254-7100

MECHANICAL ELECTRICAL ENGINEERINGJLR, INC.1901 N. FOUNTAIN GREEN ROADBEL AIR, MD. 21015PHONE: 410-893-2822FAX: 410-801-0442

SITE CONSULTANTSFREDRICK WARD ASSOCIATES5 S. MAIN STREETBEL AIR, MD 21014PHONE: 410-879-2090FAX: 410-893-1243

INTERSTATE 95543

PULASKI HIGHWAY

BUSH RIVER VILLAGE: CODE ANALYSIS

PROJECT NAME AND LOCATION

BUSH RIVER VILLAGEHARFORD COUNTY MARYLAND

APPLICABLE BUILDING CODES

- 2006 INTERNATIONAL BUILDING CODE- 2006 NFPA LIFE SAFETY GUIDE- CODE OF MARYLAND REGULATIONS (COMAR)- AMERICANS WITH DISABILITIES ACT ACCESS GUIDELINES (ADAAG)

BUILDING USE CLASSIFICATION

TYPE 2B CONSTRUCTION - UNPROTECTED NON-COMBUSTIBLE

RATING OF BUILDING ELEMENTS (TABLE 601)

STRUCTURAL FRAME - 0 HOURS

BEARING WALL

INTERIOR - 0 HOURS

EXTERIOR - 0 HOURS

NON BEARING WALL (TABLE 602)

INTERIOR - 0 HOURS

EXTERIOR> 10'-0" AND < 30'-0" - 1 HOUR

FLOOR CONSTRUCTION - 0 HOURS

ROOF CONSTRUCTION - 0 HOURS

BUILDING AREAS & HEIGHT LIMITATIONS

THE FOLLOWING IS BASED ON THE MOST RESTRICTIVE USE OF MERCANTILE

ALLOWABLE BLDG A ACTUAL BLDG B ACTUAL BLDG C ACTUAL

HEIGHT55'-0" 27'-0" 28'-8" 27'-0"

STORIES 4 STORIES 1 1 1

AREA 12,500 7,100 7,100 7,100

2 3 4 5

DESIGN NO. U465

SEPTEMBER 27, 2005

NONBEARING WALL RATING -- 1 HOUR

1. FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- CHANNEL SHAPED RUNNERS,3 5/8 IN. WIDE (MIN.), 1 1/4 IN. LEGS, FORMED FROM MIN. NO. 25 MSG GALV STEEL,ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. OC MAX.2. STEEL STUDS -- CHANNEL SHAPED, 3 5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG GALV STEEL SPACED24 IN. OC MAX.3. BATTS AND BLANKETS* -- (OPTIONAL) -- MINERAL WOOL OR GLASS FIBERBATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY.4. GYPSUM BOARD* -- 5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS ANDFLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN.OC. ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTSORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY.WHEN ATTACHED TO ITEM 6 (RESILIENT CHANNELS) OR 6 A (FURRING CHANNELS),WALLBOARD IS SCREW ATTACHED TO FURRING CHANNEL WITH 1 IN. LONG, TYPE SSTEEL SCREWS SPACED 12 IN. OC.5. JOINT TAPE AND COMPOUND -- VINYL, DRY OR PREMIXED JOINT COMPOUND,APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE,EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATENOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THEENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED.6. RESILIENT CHANNEL -- (OPTIONAL-NOT SHOWN) -- 25 MSG GALV STEELRESILIENT CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTIONATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 PANHEADSTEEL SCREWS.

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3922-3928 PULASKI HIGHWAYHARFORD COUNTY, MARYLAND

BUSH RIVER VILLAGE

BID DOCUMENTS 7-30-07

DRAWING LISTSHEET

NUMBER SHEET NAME

ARCHITECTURALA0.0 COVER SHEETA1.1 REFERENCE DRAWINGSA1.2 BUILDING "A" FLOOR PLANA1.3 BUILDING "B" FLOOR PLANA1.4 BUILDING "C" FLOOR PLANA2.1 BUILDING "A" ELEVATIONSA2.2 BUILDING "B" ELEVATIONSA2.3 BUILDING "C" ELEVATIONSA3.1 TYPICAL BUILDING SECTIONSA3.2 BUILDINGS "A&C" - BUILDING SECTIONSA4.1 WALL SECTIONSA5.1 ROOF PLAN & EDGE DETAILSA6.1 DOOR SCHEDULEA6.2 STOREFRONT ELEVATIONS

STRUCTURALS1.1 BUILDING A FOUNDATION @ ROOF PLANS1.2 BUILDING B FOUNDATION & ROOF PLANS1.3 BUILDING C FOUNDATION & ROOF PLANS1.4 BUILDING A, B, & C HIGH ROOF PLANS2.1 SECTIONSS3.1 DETAILSS3.2 DETAILSS4.1 SECTIONSS4.2 SECTIONSS4.3 SECTIONSS4.4 SECTIONS

MECHANICALM-1A UnnamedM-1B UnnamedM-1C UnnamedM-2A UnnamedM-2B UnnamedM-2C UnnamedM-3A UnnamedM-3B UnnamedM-3C UnnamedM-3D Unnamed

ELECTRICALE1.0 SYMBOLS LIST NOTES AND DETAILSE1.1 SITE PLANE1.2 FLOOR PLAN - BUILDING "A"E1.3 FLOOR PLAN - BUILDING "B"E1.4 FLOOR PLAN - BUILDING "C"E2.0 ELECTRICAL SPECIFICATIONS

NOT TO SCALECS - ABBREVIATIONS

NOT TO SCALECS - SYMBOLS & TAGS

NOT TO SCALECS - PROJECT TEAM

1 BUILDING PERSPECTIVE

NOT TO SCALECS - VICINITY MAP

NOT TO SCALECODE ANALYSIS

NOT TO SCALEUNDERWRITERS LAB. ASSEMBLY .DESIGN

REVISION:03-02-10

FIRST FLOOR0' - 0"

TOP OF STEEL REAR14' - 6"

1.11.11.11.1 1.21.21.21.2 1.31.31.31.3 1.41.41.41.4 1.51.51.51.5 1.61.61.61.6 2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4 2.52.52.52.5 2.62.62.62.6

TOP OF STEEL FRONT15' - 6"

BUILDING "A"BUILDING "A"BUILDING "A"BUILDING "A" BUILDING "B"BUILDING "B"BUILDING "B"BUILDING "B"

3.63.63.63.63.53.53.53.53.43.43.43.43.33.33.33.33.23.23.23.23.13.13.13.1

BUILDING "C"BUILDING "C"BUILDING "C"BUILDING "C"

FIRST FLOOR0' - 0"


1.11.11.11.11.21.21.21.21.31.31.31.31.41.41.41.41.51.51.51.51.61.61.61.62.12.12.12.12.22.22.22.22.32.32.32.32.42.42.42.42.52.52.52.52.62.62.62.6


BUILDING "B"BUILDING "B"BUILDING "B"BUILDING "B" BUILDING "A"BUILDING "A"BUILDING "A"BUILDING "A"

3.63.63.63.6 3.53.53.53.5 3.43.43.43.4 3.33.33.33.3 3.23.23.23.2 3.13.13.13.1

FIRST FLOOR0' - 0"



C.AC.AC.AC.AC.BC.BC.BC.BC.CC.CC.CC.C

CC.5CC.5CC.5CC.5

FIRST FLOOR0' - 0"


A.AA.AA.AA.A A.BA.BA.BA.B A.CA.CA.CA.C


AA.5AA.5AA.5AA.5

1.11.11.11.1 1.21.21.21.2 1.31.31.31.3 1.41.41.41.4 1.51.51.51.5 1.61.61.61.6 2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4 2.52.52.52.5 2.62.62.62.6

A.AA.AA.AA.A

A.BA.BA.BA.B

A.CA.CA.CA.C

B.AB.AB.AB.A

B.BB.BB.BB.B

B.CB.CB.CB.C

142' - 0" 12' - 0" 142' - 0"

1561 SF

TENANT AB101

1201 SF

TENANT BB102

1201 SF

TENANT CB103

1201 SF

TENANT DB104

1487 SF

TENANT EB105

BUILDINGBUILDINGBUILDINGBUILDING"B""B""B""B"

142' - 0" 12' - 0" 142' - 0" 12' - 0" 142' - 0"

50' - 8"

1498 SF

TENANT EA105

1201 SF

TENANT DA104

1201 SF

TENANT CA103

1201 SF

TENANT BA102

1577 SF

TENANT AA101

BUILDING "A"BUILDING "A"BUILDING "A"BUILDING "A"

3.63.63.63.63.53.53.53.53.43.43.43.43.33.33.33.33.23.23.23.23.13.13.13.1

C.AC.AC.AC.A

C.BC.BC.BC.B

C.CC.CC.CC.C

1498 SF

TENANT AC101

1201 SF

TENANT BC102

1201 SF

TENANT CC103

1201 SF

TENANT DC104

1561 SF

TENANT EC105

450' - 0"

9' - 6"

7' - 0"

1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0




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3922-3928 PULASKI HIGHWAY

HARFORD COUNTY, MARYLAND

7-30-07

A1.1

06-044

REFERENCE DRAWINGS

BID

DOCUMENTS

BUSH RIVER VILLAGE

1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0"2222OVERALL SOUTH ELEVATIONOVERALL SOUTH ELEVATIONOVERALL SOUTH ELEVATIONOVERALL SOUTH ELEVATION

1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0"3333OVERALL NORTH ELEVATIONOVERALL NORTH ELEVATIONOVERALL NORTH ELEVATIONOVERALL NORTH ELEVATION

1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0"4444OVERALL EAST ELEVATIONOVERALL EAST ELEVATIONOVERALL EAST ELEVATIONOVERALL EAST ELEVATION

1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0"5555OVERALL WEST ELEVATIONOVERALL WEST ELEVATIONOVERALL WEST ELEVATIONOVERALL WEST ELEVATION

1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0" 1/16" = 1'-0"1111OVERALL FLOOR PLANOVERALL FLOOR PLANOVERALL FLOOR PLANOVERALL FLOOR PLAN

GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES

1. SEE CIVIL DRAWINGS FOR ACTUAL FINISH FLOOR1. SEE CIVIL DRAWINGS FOR ACTUAL FINISH FLOOR1. SEE CIVIL DRAWINGS FOR ACTUAL FINISH FLOOR1. SEE CIVIL DRAWINGS FOR ACTUAL FINISH FLOOR ELEVATION ON EACH BUILDING. ELEVATION ON EACH BUILDING. ELEVATION ON EACH BUILDING. ELEVATION ON EACH BUILDING. (FLOOR ELEVATIONS MAY VARY) (FLOOR ELEVATIONS MAY VARY) (FLOOR ELEVATIONS MAY VARY) (FLOOR ELEVATIONS MAY VARY)

2. COORDINATE DOWNSPOUT LOCATIONS W/CIVIL2. COORDINATE DOWNSPOUT LOCATIONS W/CIVIL2. COORDINATE DOWNSPOUT LOCATIONS W/CIVIL2. COORDINATE DOWNSPOUT LOCATIONS W/CIVIL DWGS., TYP. DWGS., TYP. DWGS., TYP. DWGS., TYP.

1.11.11.11.1 1.21.21.21.2 1.31.31.31.3 1.41.41.41.4 1.51.51.51.5 1.61.61.61.6

A.AA.AA.AA.A

A.BA.BA.BA.B

A.CA.CA.CA.C

1

A3.2

1

A3.2

FUTURE TOILET ROOM, TYP.PROVIDE ROUGH-IN ONLY

6" METAL STUD, TENANTDEMISING WALL-1 HR. RATED, TYP., N.I.C.

1 HR. RATED COLUMN ENCLOSUREAS PART OF DEMISING WALL, TYP.,N.I.C.

WATER SERVICEROOM A

A1A A2 A3 A4 A5

1577 SF

TENANT AA101

1201 SF

TENANT BA102

1201 SF

TENANT CA103

1201 SF

TENANT DA104

1498 SF

TENANT EA105

2

A3.2

2

A3.2

1

A3.1

1

A3.1

1' - 1"

23' - 5"

24' - 1"

1' - 7"

50' - 8"

3' - 4" 28' - 6" 3' - 4" 21' - 4" 4' - 0" 21' - 0" 4' - 0" 21' - 0" 4' - 0" 2' - 0" 25' - 6" 4' - 0"

142' - 0"

22' - 11 1/2" 3' - 4" 21' - 8" 3' - 4" 14' - 5" 3' - 4" 28' - 11" 3' - 4" 14' - 5" 3' - 4" 16' - 11 1/2" 3' - 4" 2' - 8"

142' - 0"

1' - 7" 31' - 11" 25' - 0" 25' - 0" 25' - 0" 31' - 11" 1' - 7"

1' - 1"

23' - 5"

24' - 1"

5"6"

50' - 0"

A01 A03 A04

A07 A06A08A09A10A11

A02 A05

BUILDING "A"BUILDING "A"BUILDING "A"BUILDING "A"

50' - 8"

1' - 7"

1' - 7"

1' - 7"

1' - 7" 11"

2' - 4"

10' - 0"

A1B

1' - 7" 31' - 11" 25' - 0" 25' - 0" 25' - 0" 31' - 11" 1' - 7"

TYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTES

1. INTERIOR WALLS TO BE 3 5/8"METAL STUD W/ 5/8" GWB @EACH SIDE, TYP (RUN WALLS TOROOF DECK)

2. PROVIDE 5/8" SUSPENDEDGWB CEILING @ 9'-0" A.F.F., TYPAT ALL WATER ROOMS.

3. PROVIDE 3 COATS OF LATEXPAINT @ INTERIOR WALL ANDCEILING OF WATER ROOMS, TYP

1

A4.1

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8" OFFSET

8' - 0"

6' - 0"TYPICALBATHROOMDIMENSIONS

TURN DOWN SLAB: 5' x 5' x 30",DOWEL TO BUILDING SLAB: 18" x #4SMOOTH DOWELS @ 24" O/C, TYP.

8" OFFSET

8" OFFSET

REFER TO STRUCT.DWGS.

REFER TO STRUCT.DWGS.

9' - 6"

7' - 0"


16' - 8"

HOLD SLAB, SEESTRUCT. DWGS.FOR JOINT DETAIL.

SLAB: N.I.C.PROVIDED BYTENNANT

SLAB PROVIDEDBY OWNER, TYP.

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7-30-07

A1.2

06-044

BUILDING "A" FLOOR PLAN

BID

DOCUMENTS

BUSH RIVER VILLAGE

1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"1111BUILDING "A" FLOOR PLANBUILDING "A" FLOOR PLANBUILDING "A" FLOOR PLANBUILDING "A" FLOOR PLAN

2222BUILDING "A" AXONBUILDING "A" AXONBUILDING "A" AXONBUILDING "A" AXON




2

A3.1

2

A3.1

2.12.12.12.1 2.22.22.22.2 2.32.32.32.3 2.42.42.42.4 2.52.52.52.5 2.62.62.62.6

B.AB.AB.AB.A

B.BB.BB.BB.B

B.CB.CB.CB.C

B1 B2 B3 B4 B5

1561 SF

TENANT AB101

1201 SF

TENANT BB102

1201 SF

TENANT CB103

1201 SF

TENANT DB104

1487 SF

TENANT EB105

50' - 0"

4' - 0" 23' - 6" 4' - 0" 4' - 0" 21' - 0" 4' - 0" 21' - 0" 4' - 0" 21' - 0" 4' - 0" 4' - 0" 23' - 6" 4' - 0"

1' - 7" 31' - 11" 25' - 0" 25' - 0" 25' - 0" 31' - 11" 1' - 7"

142' - 0"

6"

5"

24' - 1"

23' - 5"

1' - 7"

50' - 0"

3' - 4" 14' - 5" 3' - 4" 28' - 11" 3' - 4" 14' - 5" 3' - 4" 21' - 8" 3' - 4" 16' - 11 1/2" 3' - 4" 2' - 8"22' - 11 1/2"

1' - 7" 31' - 11" 25' - 0" 25' - 0" 25' - 0" 31' - 11" 1' - 7"

142' - 0"

BUILDING " B "BUILDING " B "BUILDING " B "BUILDING " B "

B01 B02 B03 B04 B05

B06BO7BO8BO9B10B11

1' - 7"

1' - 7"

1' - 7"


6" METAL STUD, TENANTDEMISING WALL-1 HR. RATED, TYP., N.I.C.


WATER SERVICEROOM B

1' - 7"6" 5"

24' - 1"

23' - 5"

1' - 7"


1. INTERIOR WALLS TO BE 3 5/8" METALSTUD W/ 5/8" GWB @ EACH SIDE, TYP(RUN WALLS TO ROOF DECK)

2. PROVIDE 5/8" SUSPENDED GWBCEILING @ 9'-0" A.F.F., TYP AT ALLWATER ROOMS.

3. PROVIDE 3 COATS OF LATEX PAINT @INTERIOR WALL AND CEILING OF WATERROOMS, TYP

1

A4.1

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8" OFFSET

8" OFFSET

8' - 0"

6' - 0"TYPICALBATHROOMDIMENSIONS

1' - 1"

1

A3.1

1

A3.1

1

A3.1

1

A3.1

7' - 0"

9' - 6"





16' - 8"



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7/31/2007 4:41:16 PM



7-30-07

A1.3

06-044

BUILDING "B" FLOOR PLAN

BID

DOCUMENTS

BUSH RIVER VILLAGE

1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"1111BUILDING "B" FLOOR PLANBUILDING "B" FLOOR PLANBUILDING "B" FLOOR PLANBUILDING "B" FLOOR PLAN

2222BUILDING "B" AXONBUILDING "B" AXONBUILDING "B" AXONBUILDING "B" AXON




1 HOUR WALL 1 HOUR WALL

B.AB.AB.AB.A

B.BB.BB.BB.B

B.CB.CB.CB.C

3.63.63.63.63.53.53.53.53.43.43.43.43.33.33.33.33.23.23.23.23.13.13.13.1

C.AC.AC.AC.A

C.BC.BC.BC.B

C.CC.CC.CC.C

142' - 0"

1' - 7" 31' - 11" 25' - 0" 25' - 0" 25' - 0" 31' - 11" 1' - 7"

2' - 8" 3' - 4" 16' - 11 1/2" 3' - 4" 14' - 5" 3' - 4" 28' - 11" 3' - 4" 14' - 5" 3' - 4" 21' - 8" 3' - 4" 22' - 11 1/2"

50' - 8"

50' - 0"

11"

24' - 1"

23' - 5"

1' - 7"

BUILDING "C"BUILDING "C"BUILDING "C"BUILDING "C"1498 SF

TENANT AC101

1201 SF

TENANT BC102

1201 SF

TENANT CC103

1201 SF

TENANT DC104

1561 SF

TENANT EC105

C1 C2 C3 C4 C5

142' - 0"

1' - 7" 31' - 11" 25' - 0" 25' - 0" 25' - 0" 31' - 11" 1' - 7"

4' - 0" 25' - 6" 6' - 0" 21' - 0" 4' - 0" 21' - 0" 4' - 0" 21' - 4" 3' - 4" 28' - 6" 3' - 4"

C01 C02 C03 C04 C05

C06C07C08C09C10C11

11"

1' - 7"

1' - 7"

1' - 7"

1' - 7"


6" METAL STUD, TENANT DEMISINGWALL- 1 HR. RATED, TYP., N.I.C.


WATER SERVICEROOM C

1

A3.1

1

A3.1

2

A3.2

2

A3.2

1

A3.2

1

A3.2

C6

1' - 7"

2' - 4"

10' - 0"

36' - 9"


1. INTERIOR WALLS TO BE 3 5/8" METAL STUDW/ 5/8" GWB @ EACH SIDE, TYP (RUN WALLSTO ROOF DECK)

2. PROVIDE 5/8" SUSPENDED GWB CEILING @9'-0" A.F.F., TYP AT ALL WATER ROOMS.

3. PROVIDE 3 COATS OF LATEX PAINT @INTERIOR WALL AND CEILING OF WATERROOMS, TYP

1

A4.1

Sim

1' - 7"

24' - 1"

23' - 5"

1' - 7"

8" OFFSET

7' - 0"

9' - 6"

8' - 0"

6' - 0"

TYPICALBATHROOMDIMENSIONS






16' - 8"

EDM

EADES

Sheet No.

Job No:

Date:

Rev:


STRO

MDAH

L, LTD.

Bel A

ir, M

arylan

d 21014

EDM

EADES

E-m

ail: lh

@ed

mea

des

-strom

dah

l.co

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11 N

orth

Main S

tree

tPhon

e: 4

10.8

79.0

388

&

Fax

: 4

10.8

79.4

785

STRO

MDAH

L

7/31/2007 4:41:26 PM



7-30-07

A1.4

06-044

BUILDING "C" FLOOR PLAN

BID

DOCUMENTS

BUSH RIVER VILLAGE

1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0" 1/8" = 1'-0"1111BUILDING "C" FLOOR PLANBUILDING "C" FLOOR PLANBUILDING "C" FLOOR PLANBUILDING "C" FLOOR PLAN

2222BUILDING "C" AXONBUILDING "C" AXONBUILDING "C" AXONBUILDING "C" AXON




bush river village - tranzon

Documents