BUSH RIVER VILLAGE - Tranzon
Transcript of 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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BIDDOCUMENTS
BU
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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"
TOP OF STEEL REAR14' - 6"
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
TOP OF STEEL FRONT15' - 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"
TOP OF STEEL REAR14' - 6"
TOP OF STEEL FRONT15' - 6"
C.AC.AC.AC.AC.BC.BC.BC.BC.CC.CC.CC.C
CC.5CC.5CC.5CC.5
FIRST FLOOR0' - 0"
TOP OF STEEL REAR14' - 6"
A.AA.AA.AA.A A.BA.BA.BA.B A.CA.CA.CA.C
TOP OF STEEL FRONT15' - 6"
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
1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0
1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0
1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0
EDM
EADES
Sheet No.
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Date:
Rev:
COPYRIGHTED EDMEADES & STROMDAHL, LTD. 2006
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d 21014
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7/31/2007 4:40:57 PM
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
Sim
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"
1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0
16' - 8"
HOLD SLAB, SEESTRUCT. DWGS.FOR JOINT DETAIL.
SLAB: N.I.C.PROVIDED BYTENNANT
SLAB PROVIDEDBY OWNER, TYP.
EDM
EADES
Sheet No.
Job No:
Date:
Rev:
COPYRIGHTED EDMEADES & STROMDAHL, LTD. 2006
STRO
MDAH
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Bel A
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d 21014
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7/31/2007 4:41:06 PM
3922-3928 PULASKI HIGHWAY
HARFORD COUNTY, MARYLAND
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
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.
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"
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 B
1' - 7"6" 5"
24' - 1"
23' - 5"
1' - 7"
TYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTES
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
Sim
8"
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"
TURN DOWN SLAB: 5' x 5' x 30",DOWEL TO BUILDING SLAB: 18" x #4SMOOTH DOWELS @ 24" O/C, TYP.
HOLD SLAB, SEESTRUCT. DWGS.FOR JOINT DETAIL.
SLAB: N.I.C.PROVIDED BYTENNANT
SLAB PROVIDEDBY OWNER, TYP.
16' - 8"
1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0
1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0
EDM
EADES
Sheet No.
Job No:
Date:
Rev:
COPYRIGHTED EDMEADES & STROMDAHL, LTD. 2006
STRO
MDAH
L, LTD.
Bel A
ir, M
arylan
d 21014
EDM
EADES
E-m
ail: lh
@ed
mea
des
-strom
dah
l.co
m
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 4:41:16 PM
3922-3928 PULASKI HIGHWAY
HARFORD COUNTY, MARYLAND
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
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 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"
FUTURE TOILET ROOM, TYP.PROVIDE ROUGH-IN ONLY
6" METAL STUD, TENANT DEMISINGWALL- 1 HR. RATED, TYP., N.I.C.
1 HR. RATED COLUMN ENCLOSUREAS PART OF DEMISING WALL, 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"
TYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTESTYPICAL WATER R00M NOTES
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
TURN DOWN SLAB: 5' x 5' x 30",DOWEL TO BUILDING SLAB: 18" x #4SMOOTH DOWELS @ 24" O/C, TYP.
1 HOUR WALL -SEECODE ANALYSISON SHEET A0.0
HOLD SLAB, SEESTRUCT. DWGS.FOR JOINT DETAIL.
SLAB: N.I.C.PROVIDED BYTENNANT
SLAB PROVIDEDBY OWNER, TYP.
16' - 8"
EDM
EADES
Sheet No.
Job No:
Date:
Rev:
COPYRIGHTED EDMEADES & STROMDAHL, LTD. 2006
STRO
MDAH
L, LTD.
Bel A
ir, M
arylan
d 21014
EDM
EADES
E-m
ail: lh
@ed
mea
des
-strom
dah
l.co
m
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
3922-3928 PULASKI HIGHWAY
HARFORD COUNTY, MARYLAND
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
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.