library expansion a r c h i t e c t u r emyplace.frontier.com/~schellcreek1/wp library expansion -...

FDFD

1106.3

8

59.9

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CAMPTON STREET

E.O.P.

CLARK STREET

10TH

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WHITE PINECOUNTY

COURTHOUSE

CONDEMNEDBUILDING

COURTHOUSEGROUNDS WHITE PINE

COUNTY LIBRARY

72' - 2"

PROPERTY LINE

AREA OFWORK

SITE DATA

ADDRESS:

APN:

JURISDICTION:

ZONING:

LOT SIZE: ACREAGE SQUARE FOOTAGE

LANDSCAPE AREA & COVERAGEPROVIDED

BUILDING AREA:EXISTING LIBRARYLIBRARY EXPANSION

950 CAMPTON STREET,ELY, NEVADA, 89301

0126401

ELY, NEVADA

GENERAL COMMERCIAL

AREA COVERAGE14 ACRES609,840 SF

N/A

9,620 SF 2%1,479 SF <1%

INDEX OF DRAWINGS

PROJECT TEAM

VICINITY MAP

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950 CAMPTON STREET, ELY, NEVADA, 89301

WHITE PINE COUNTYLIBRARY EXPANSION

SHT. # DESCRIPTION REV. DATE REV. DESCRIPTION

GENERALG0.00 COVER SHEETG1.10 TOILET CLEARANCES, LAVATORY DIAGRAMS,

DRINKING FOUNTAINS AND FIXTURE MOUNTINGDIAGRAM, ACCESSIBILITY AND EXIT SIGNS, &LEVEL CHANGES AT THRESHOLD

G2.10 CODE EXITING PLANARCHITECTURALA0.10 ENLARGED DEMOLITION SITE PLANA0.20 DEMOLITION FLOOR PLANA0.30 DEMOLITION REFLECTED CEILING PLANA0.50 DEMOLITION EXTERIOR ELEVATIONSA1.20 ENLARGED SITE PLANA2.10 FLOOR PLANA2.31 TYPICAL PARTITION TYPES AND DETAILSA3.10 REFLECTED CEILING PLANA3.20 CEILING DETAILSA4.10 ROOF PLANA4.11 ROOF DETAILSA5.10 EXTERIOR ELEVATIONSA6.10 BUILDING SECTIONSA9.10 ENLARGED RESTROOM PLANA9.20 RESTROOM ELEVATIONSA10.20 FINISH PLANA11.20 DOOR & WINDOW FRAME ELEVATIONSA11.30 DETAILSA11.31 DETAILS

ClientWHITE PINE COUNTY801 CLARK STREET,ELY, NV 89301PHONE: 775-293-2544

ArchitectSH ARCHITECTURE7250 PEAK DRIVE, SUITE 216LAS VEGAS, NV 89128PHONE: 702-363-2222FAX: 702-363-6060

StructuralMENDENHALL SMITH2580 MONTESSOURI STREETLAS VEGAS, NV 89117PHONE: 702-367-6725FAX: 702-367-2727

MEPHENDERSON ENGINEERS, INC.5555 REDWOOD, SUITE 201LAS VEGAS, NV 89118PHONE: 702-697-2187FAX: 702-697-2188

NORTH

AREA OF WORK

1" = 50'-0"

SITE PLAN

EMIL W. ALMBERG, JR.BASIN ENGINEERING1070 E. AULTMAN STREETELY, NV 89301PHONE: 775-289-9800FAX: 775-289-9802

Civil

NORTH

Rev

Dat

eR

evis

ion

Des

crip

tion

ABBREVIATIONS

#&@A.B.A.C.A.D.A.F.F.A.F.G.A.F.S.A.V.ABV.ACOUS.ACT.ADJ.AGGR.AL.ANOD.APPROX.ARCH.B.C.B.M.B.U.R.BD.BITUM.BLDG.BLK.BLKG.BM.BOT.BRG.BTW.C.B.C.F.C.I.

C.F.O.I.

C.G.C.I.C.J.C.M.U.C.O.C.R.C.T.CAB.CEM.CEM. PLAST.CER.CL.CLG.CLKG.CLR.CNTR.COL.CONC.CONN.CONSTR.CONT.CORR.CPT.CTR.CTSK.D.F.D.O.D.S.P.D.W.R.DBL.DEMO.DEPT.DET.DIA.DIM.DISP.DN.DR.DS.DWG.E.E.J.E.L.E.P.E.P.D.M.E.W.E.W.C.EA.ELEC.EMER.ENCL.EQ.EQUIP.EXIST.EXP.EXPO.EXT.F.A.F.B.F.D.F.E.F.E.C.F.H.F.H.C.F.O.C.F.O.F.F.O.M.F.O.S.F.S.FDN.FIN.FLASH.FLR.FLUOR.FPRF.FT.FTG.FURR.FUT.G.B.GA.GALV.GL.GL. BLK.GND.GR.GYP.H.B.H.C.H.M.HDWD.HDWE.HGT.HORIZ.HR.

I.D.INSUL.INT.JAN.JT.K.O.KIT.L.F.L.K.R.LAB.LAM.LAV.LT.M.C.M.O.MAX.MECH.MEMB.MET.MFR.MH.MIN.MIR.MISC.MTD.MUL.N.N.I.C.N.T.S.NO.NOM.O.C.O.D.O.F.C.I.

O.F.O.I.

OA.OBS.OFF.OPNG.OPP.P.B.P.L.P.T.D.P.T.D./R.P.T.R.PLPLAM.PLUM.PLY. WD.PR.PRECST.PT.PTN.Q.T.R.R.D.R.O.R.W.L.RAD.REF.REFR.REINF.REQ.RESIL.RM.RSTR.RWD.S. SK.S.S.C.S.C.E.S.H.S.N.D.SCHED.SD.SECT.SHR.SHT.SIM.SPEC.SQ.SST.STA.STD.STL.STOR.STRL.SUSP.SYM.T & GT.B.T.E.R.

T.O.C.T.O.P.T.O.W.T.V.TEL.THK.TRD.TYP.U.N.O.UNFIN.UR.V.B.V.C.G.V.T.VAR.VERT.VEST.W.W.C.W/W/OWD.WP.WSCT.WT.

POUND OR NUMBERANDATANCHOR BOLTASPHALT CONCRETEAREA DRAINABOVE FINISH FLOORABOVE FINISH GRADEABOVE FLOOR SLABAUDIO/VISUALABOVEACOUSTICALADJUSTABLEAGGREGATEALUMINUMANODIZEDAPPROXIMATEARCHITECTURALASPHALTBACK OF CURBBENCH MARKBUILT UP ROOFBOARDBITUMINOUSBUILDINGBLOCKBLOCKINGBEAMBOTTOMBEARINGBETWEENCATCH BASINCONTRACTOR FURNISHED /CONTRACTOR INSTALLEDCONTRACTOR FURNISHED /OWNER INSTALLEDCORNER GUARDCAST IRONCONSTRUCTION JOINTCONCRETE MASONRY UNITCLEAN OUTCOLD ROLLEDCERAMIC TILECABINETCEMENTCEMENT PLASTERCERAMICCENTER LINECEILINGCAULKINGCLEARCOUNTERCOLUMNCONCRETECONNECTIONCONSTRUCTIONCONTINUOUSCORRIDORCARPETCOUNTERCOUNTERSINKDRINKING FOUNTAINDOOR OPENINGDRY STANDPIPEDRAWERDOUBLEDEMOLITIONDEPARTMENTDETAILDIAMETERDIMENSIONDISPENSERDOWNDOORDOWNSPOUTDRAWINGEASTEXPANSION JOINTELEVATIONELECTRIC PANELBOARDSINGLE PLY ROOFMEMBRANEEACH WAYELECTRIC WATER COOLEREACHELECTRICALEMERGENCYENCLOSUREEQUALEQUIPMENTEXISTINGEXPANSIONEXPOSEDEXTERIORFIRE ALARMFLAT BARFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHERCABINETFIRE HYDRANTFIRE HOSE CABINETFACE OF CONCRETEFACE OF FINISHFACE OF MASONRYFACE OF STUDSFLOOR SINKFOUNDATIONFINISHFLASHINGFLOORFLUORESCENTFIREPROOFFOOT OR FEETFOOTINGFURRINGFUTUREGRAB BARGAUGEGALVANIZEDGLASSGLASS BLOCKGROUNDGRADEGYPSUMHOSE BIBHOLLOW COREHOLLOW METALHARDWOODHARDWAREHEIGHTHORIZONTALHOUR

INSIDE DIAMETERINSULATIONINTERIORJANITORJOINTKNOCK OUTKITCHENLINEAR FOOTLOCKERLABORATORYLAMINATELAVATORYLIGHTMEDICINE CABINETMASONRY OPENINGMAXIMUMMECHANICALMEMBRANEMETALMANUFACTURERMANHOLEMINIMUMMIRRORMISCELLANEOUSMOUNTEDMULLIONNORTHNOT IN CONTRACTNOT TO SCALENUMBERNOMINALON CENTEROUTSIDE DIAMETER (DIM)OWNER FURNISHED /CONTRACTOR INSTALLEDOWNER FURNISHED /OWNER INSTALLEDOVERALLOBSCUREOFFICEOPENINGOPPOSITEPEG BOARDPROPERTY LINEPAPER TOWEL DISPENSERP.T.D. AND RECEPTACLEPAPER TOWELRECEPTACLEPLATEPLASTIC LAMINATEPLUMBINGPLYWOODPAIRPRE-CASTPAINTPARTITIONQUARRY TILERISERROOF DRAINROUGH OPENINGRAIN WATER LEADERRADIUSREFERENCEREFRIGERATORREINFORCEDREQUIREDRESILIENTROOMREGISTERREDWOODSERVICE SINKSOUTHSOLID CORESEAT COVER DISPENSERSHELFSANITARY NAPKINDISPENSERSCHEDULESOAP DISPENSERSECTIONSHOWERSHEETSIMILARSPECIFICATIONSQUARESTAINLESS STEELSTATIONSTANDARDSTEELSTORAGESTRUCTURALSUSPENDEDSYMMETRICALTONGUE AND GROOVETOWEL BARTELEPHONE EQUIPMENTROOMTOP OF CURBTOP OF PAVEMENTTOP OF WALLTELEVISIONTELEPHONETHICKTREADTYPICALUNLESS NOTEDOTHERWISEUNFINISHEDURINALVAPOR BARRIERVINYL CORNER GUARDVINYL TILEVARIESVERTICALVESTIBULEWESTWATER CLOSETWITHWITHOUTWOODWATERPROOFWAINSCOTWEIGHT

SYMBOL LEGEND

MATERIAL LEGEND

CEILING TAG

INTERIOR ELEVATION TAG

A101

1

Ref

1Ref

1 Ref

1

Ref

EXTERIOR ELEVATION TAG

GRID BUBBLE AND LINE

0 MATCH BUBBLE AND LINE

REVISION TAG

50' - 0"1t PT-XX

100

?

BUILDING SECTION TAG

WALL SECTION TAG

DOOR NUMBER

EQUIPMENT TAG

0

0 EXISTING GRID BUBBLE AND LINE

KEYNOTE

NORTH

NORTH ARROW

101 ROOM NUMBER

DATUM POINT

1t WINDOW TAG

ACCESSORY TAG

TILTUP TAG

PITCH

FLOORING TAG

ELEVATION TAG

1

1A101

SIM

1A101

SIM

1i

CPT VCT

T.O. FIN. FLR.ELEV. 100'-0"

5

12

A12.12

1 Ref

1 Ref

1

Ref

1

Ref

CONCRETE

SAND

EARTH

GRAVEL TYPE - I

GRAVEL TYPE - II

BATT INSULATION

MASONRY

PLYWOOD

WOOD

RIGID INSULATION

STEEL

ALUMINUM

48" M

AX

IMU

M

36" M

INIM

UM

15" M

IN

SWITCH ORDIMMER

RECEPTACLE

ACCESSIBLE SWITCHESAND DIMMERS

ACCESSIBLEOUTLETS

MECHANICAL CONTROLAND FIRE ALARM

THERMOSTAT

FIRE ALARM PULL BOX

FOR

WA

RD

AP

PR

OA

CH

48" M

AX

IMU

M

PA

RA

LLE

L A

PP

RO

AC

H

54" M

AX

IMU

MCENTER OF ELECTRICAL AND COMMUNICATION RECEPTACLE OUTLETS SHALL BE NOTLESS THAN 15" ABOVE FLOOR OR WORKING PLATFORM - EXCEPTION: REQUIREMENTSDO NOT APPLY WHERE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHEREELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLYINTENDED FOR USE BY BUILDING OCCUPANTS.

1' - 6"

54" M

INIM

UM

MA

X

12"

GR

AB

BA

R

42" M

INIM

UM

24" M

IN.

WA

LL M

OU

NTE

D T

OIL

ET

56" M

IN. C

LEA

R

6" MAX

GRAB BAR

36" MIN

60" MIN. CLEARANCE36

" MIN

OP

EN

ING

AT

STA

LL D

OO

R

34" M

IN C

LEA

R

GRAB BAR - TYPICAL

CONTROLS FOR WATERCLOSETS SHALL BE LOCATEDON OPEN SIDE OF THE STALL

CENTERLINE OF WATERCLOSET FIXTURE

FOR VERTICAL DIMENSIONS ATACCESSIBLE TOILET FACILITIES -REFER TO 11/G1.10

DOOR OPENING AT SIDE OF STALL

FLO

OR

MO

UN

TED

TO

ILE

T

59" M

IN. C

LEA

R

9" MAX.7" MIN.

SIDE WALL

18" LONG VERTICAL GRAB BAR

42" LONG MINIMUM GRAB BAR

BABY CHANGING BED(WHERE SPECIFIED)

TOILET TISSUE DISPENSER

SANITARY NAPKIN DISPOSALWHERE SCHEDULED

FOR VERTICAL DIMENSIONS ATACCESSIBLE ACCESSORIES-REFER TO 18/G5.12

59" A

.F.F

.

40" A

.F.F

.

40"

TO C

ENTE

R

33"

TOILET SEATCOVER DISPENSER

LINE OFPARTITION

CONTROLS FOR WATERCLOSETS SHALL BE LOCATEDON THE OPEN SIDE OF STALL

36" MINIMUM GRAB BAR

BACK WALL

17"

33" -

36"

A.F

.F.

1. VERIFY ALL ACCESSORY SIZE AND MOUNTING WITH MANUFACTURERS APPROVED CUT SHEETS2. TRAPS AND HOT WATER PIPES AT LAVS OR SINKS SET IN OPEN COUNTERS TO BE INSULATED

43" T

.O. D

ISP

EN

SE

R

40" M

AX

TOILET SEATCOVER DISPENSER

TOILET TISSUEDISPENSER

28" T

.O. D

ISP

.

SANITARY NAPKINDISPOSAL

31" T

YP

.

42" T

.O. D

ISP

EN

SE

R

40" M

AX

.

COMBINATIONACCESSORY UNIT

51" T

.O. D

ISP

EN

SE

R

40" M

AX

PAPER TOWELDISPENSER

TO B

.O. R

EFL

EC

TIV

E S

UR

FAC

E

40" M

AX

MIRROR ANDLAVATORY

DIAPER CHANGINGSTATION

CH

AN

GIN

G S

UR

FAC

E

34" M

AX

T.O

. OF

SANITARY NAPKINVENDOR

60" T

.O. D

ISP

EN

SE

R

40" M

AX

PAPER TOWEL DISPENSERAND DISPOSAL

59" T

.O. D

ISP

EN

SE

R

40" M

AX

.

NOT ALL FIXTURES OR ACCESSORIES SHOWN ARE APPLICABLE TO THIS PROJECT - REFER TO PLANS AND INT ELEVATIONSFOR SPECIFIC ITEMS, LOCATIONS AND SPECIAL CONDITIONS

TO O

UTL

ET

OF

DIS

PE

NS

ER

18" M

IN 4

8" M

AX

INDICATES CLEARFLOOR SPACE

PLAN VIEW SQUARE

NOTE: EQUIPMENT PERMITTED WITHINDASHED LINES IF MOUNTED BELOW APRON

SIDE VIEW SQUARE

WATER FOUNTAINS SHALL BE LOCATED COMPLETELY WITHIN ALCOVES OR OTHERWISEPOSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS - IF THE WATER FOUNTAINIS LOCATED IN AN ALCOVE, THE ALCOVE SHALL BE NOT LESS THAN 32" WIDE BY 18" DEEP -(63 WIDE BY 18" DEEP AT DOUBLE DRINKING FOUNTAINS) - THE WATER FOUNTAIN SHALL BE18" MIN. IN DEPTH.

INDICATES CLEARFLOOR SPACE 17" MIN.

17" MIN.

48"

48"

30" M

IN.

30" M

IN.

27" M

IN.

9" M

IN.

17" MIN.

8" MIN.

36" M

AX

.

11" MIN.

17" MIN.

36" M

AX

.

27" M

IN.

5" MAX.

PLAN VIEW OVAL SIDE VIEW OVAL

SPOUT OUTLET

SPOUT OUTLET

LAVATORY CLEARANCESCLEAR FLOOR SPACE AT LAVATORIES


PLAN VIEW SIDE VIEW

LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN34" ABOVE THE FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29 " ABOVE THE FINISHFLOOR TO THE BOTTOM OF THE APRON.

48" MIN.

30" M

IN.

17" MIN.

19" MAX.

T.O

. RIM

34" M

AX

.

27" M

IN.

6" MAX.

8" MIN.

11" MIN.

9" M

IN.

48" MIN.

30" M

IN.


PLAN VIEW

APPROACH

SIDE VIEW

MEN WOMEN UNISEX

WALL MOUNTED SIGNAGE AT RESTROOMSSIGNAGE IDENTIFICATION TO BE UPPERCASE LETTERS 5/8 INCH MINIMUM AND 2 INCHMAXIMUM HEIGHT LETTERS ARE TO BE RAISED FROM BACKGROUND 1/32 INCH.BRAILLE SHALL BE CONTRACTED - GRADE II

6" T

YP

.6" TYP.

5'-0

" A.F

.F

SYMBOL OF ACCESSIBILITYWINDOW DECAL

NOT TO SCALE

DOOR TO ACCESSIBLEFACILITY

ROOM LABEL IN BRAILLEINTERNATIONAL SYMBOL OFACCESSIBILITY PICTOGRAM

INTERNATIONAL SYMBOL OF ACCESSIBILITY

NOTE: WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT THEDOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL,PREFERABLY ON THE RIGHT

LATCH SIDEOF DOOR

18" TYP.

PICTOGRAM

ROOM NAME

BRAILLE

1. INSTALL SIGN ON WALL ADJACENT LATCH SIDE OF DOOR - OR IF NO WALL SPACEADJACENT TO LATCH - ON NEAREST ADJACENT WALL PREFERABLY ON RIGHT

2. MOUNTING LOCATION SHALL ALLOW A PERSON TO APPROACH WITHIN 3" OFSIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHINSWING DOOR

EXIT

POSTED AT EACH GRADE LEVEL EXTERIOR EXIT DOOR-

TACTILE EXIT SIGN

SIGN LETTERING: RAISED 1/32 INCH SANS SERIF UPPERCASE LETTERSACCOMPANIED BY GRADE 2 BRAILLE - LETTERS ARE BETWEEN 5/8 INCH AND2 INCHES HIGH - CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELLMATTE OR OTHER NON-GLARE FINISH

BRAILLE DOTS: 1/10 INCH O.C. IN EACH CELL WITH 2/10 INCH SPACE BETWEENCELLS FROM SECOND COLUMN OF DOTS IN FIRST CELL TO FIRST COLUMN INSECOND CELL - DOTS RAISED MIN OF 1/40 INCH ABOVE BACKGROUND

5/8"

.1"

TY

P.

RAISEDLETTERING

BRAILLE TOREAD "EXIT"

6" TYP.

5" T

YP

.

5/8"

.

1/2" MAXIMUM PILE HEIGHT

_

COMPRESSED CARPET 1/4"MAXIMUM BELOW THRESHOLD

FINISH FLOOR SURFACE TOBE EVEN

THRESHOLD

TRANSITION BETWEEN FLOOR FINISHES

21

_

1/2" MAXIMUM

_

1/4" MAX (TYP)DOOR

THRESHOLD TRANSITION

TRANSITION AT LEVEL CHANGES

_

1/4" MAX TRANSITION

1.FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THRESHOLD OFDOORWAY. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE LEVELED WITH SLOPE NOGREATER THAN 1 VERTICAL TO 2 HORIZONTAL - EXTERIOR LANDING MAY SLOPE 2% MAXFOR SURFACE DRAINAGE

2. WHEN CARPET IS USED, IT SHALL BE SECURELY ATTACHED, HAVE FIRM CUSHION, PADOR BACKING OR NO CUSHION OR PAD, AND HAVE LEVEL LOOP, TEXTURED LOOP, LEVELCUT PILE, OR LEVEL CUT / UNCUT PILE TEXTURE, MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH,EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIMALONG ENTIRE LENGTH OF EXPOSED EDGE.

SHEE

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3/4" = 1'-0"12RECEPTACLES AND SWITCHES

3/8" = 1'-0"1H.C. TOILET STALL CLEARANCES

3/8" = 1'-0"6ACCESSIBLE FIXTURE AND ACCESSORY MOUNTING SCHEDULE

1/4" = 1'-0"11DRINKING FOUNTAIN DIAGRAM

1/4" = 1'-0"8LAVATORY DIAGRAM

1/4" = 1'-0"3LEGEND - URINALS DIAGRAM

NTS13ACCESSIBILTY SIGNS AT DOORS

12" = 1'-0"16EXIT SIGNAGE

1/4" = 1'-0"17LEVEL CHANGES AT THRESHOLD

Rev

Dat

eR

evis

ion

Des

crip

tion

REF.

PFPF

FD

FD

DESIGN OCCUPANT LOAD

EXIT ANALYSIS

# OF OCC.158

EXIT REQUIRED2

EXIT PROVIDED3

(IBC TABLE 1021.1)

EXIT DOOR KEY

SPACE OCCUPANCY

SHEET NOTES

A. ALL EXITING AND ACCESSIBILITY TO COMPLY WITH ANSI A117.1 AND IBC 2012 CHAPTER 10

B. ALL EXIT DOORS TO SWING IN DIRECTION OF TRAVEL FOR SPACES WITH AN OCCUPANT LOADLARGER THAN 50.

C. ALL EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE AS REQUIRED BY ANSI A117.1 ANDIBC 2012

D. PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING NOT LESS THAN 2-A OR 2-A 10 BCWITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING. COORDINATE FINALLOCATION WITH FIRE MARSHALL.

SYMBOL LEGEND

SYMBOL DESCRIPTION

EXIT DOOR KEY

DIAGONAL DISTANCE / EXIT SEPARATION

XX#

OCCUPANCY SERVED

EXIT NUMBER

DISTANCE

MEANS OF EGRESS

CODE ANALYSIS

APPLICABLE BUILDING CODES

BUILDING CODE: 2012 IBCELECTRICAL CODE: 2008 NECMECHANICAL CODE: 2012 UMCPLUMBING CODE 2012 UPCFIRE CODE: 2012 IFCENERGY CODE: 2009 IECC

OCCUPANCY GROUP(S)

B BUSINESS

TYPE OF CONSTRUCTION

VB

FIRE RESISTANCE REQUIREMENTS

STRUCTURAL FRAME 0 HRBEARING WALLS - EXTERIOR 0 HRBEARING WALLS - INTERIOR 0 HRNON BEARING WALLS - EXTERIOR 0 HRNON BEARING WALLS - INTERIOR 0 HRFLOOR CONSTRUCTION 0 HRROOF CONSTRUCTION 0 HR

FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATIONDISTANCE

BUILDING SIDE DISTANCE RATINGNORTH N/A 0HRSOUTH N/A 0HREAST N/A 0HRWEST N/A 0HR

PROTECTION OF OPENINGS IN EXTERIOR WALLS

BUILDING SIDE DISTANCE OPENING AREA RATINGNORTH N/A N/A 0HRSOUTH N/A N/A 0HREAST N/A N/A 0HRWEST N/A N/A 0HR

ALLOWABLE AREA

OCC. GROUP AREA = BASIC AREA + FRONTAGE + SPRINKLERSGROUP B AREA = 9000 SF + [F / P - .0.25] W / 30 + 0

AREA = 9000 SF + [1 - .0.25] 30 / 30 + 0AREA = 15,750 SF

ALLOWABLE BUILDING HEIGHT & AREA PER IBC 2012 TABLE 503

ALLOWABLE ACTUALBUILDING HEIGHT 40'-0" 15'-0"STORIES 2STORIES 1 STORY

ACTUAL AREA

11,099 SFREQUIRED PLUMBING FIXTURES PER IBC TABLE 2902.1

GROUP 158 OCCUPANTS WATER CLOSETS LAVATORIESREQUIRED PROVIDED REQUIRED PROVIDED

B 79 FEMALE 3 4 2 279 MALE 3 4 2 2

BUSINESS

ASSEMBLY121 SF

OFFICE109 121 SF

OFFICE110 117 SF

OFFICE111

101 SF

STUDY112 98 SF

STUDY113

27 SF

STOR.107

26 SF

STOR.108

983 SF

CONFERENCEROOM

106

188 SF

MEN'S104

193 SF

WOMEN'S103

135 SF

VESTIBULE101

466 SF

LOBBY102

1

77

422

19 SF

BOOKDEPOSITORY

105

BUSINESS

BUSINESS

461 SF

HALLWAY114

393

146' - 9" O.D.D.

96' - 4" > 1/2 O.D.D.

33

33

39

36

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N

NAME / DESCRIPTION AREAAREATYPE

LOADFACTOR # OF OCC.

ASSEMBLY 980 SF NET 15 SF 66BUSINESS 657 SF GROSS 100 SF 7BUSINESS 647 SF GROSS 100 SF 7BUSINESS 7750 SF GROSS 100 SF 78

158

EXITNUMBER

OCCUPANCYSERVED

EGRESSWIDTH

FACTORWIDTH

REQ'D (IN.)WIDTH

PROV. (IN.)EXIT

CAPACITY

1 77 0.2 15.4 66 3302 42 0.2 8.4 34 1703 39 0.2 7.8 70 350

ROOM ROOM NAME AREA OCC. CLASS.AREA PER

OCC.OCC.LOAD

100 EXISTING LIBRARY 7446 SF BUSINESS 100 SF 75101 VESTIBULE 135 SF BUSINESS 100 SF 2102 LOBBY 466 SF BUSINESS 100 SF 5103 WOMEN'S 193 SF (none)104 MEN'S 188 SF (none)105 BOOK DEPOSITORY 19 SF BUSINESS 100 SF 1106 CONFERENCE ROOM 983 SF ASSEMBLY W/O FIXED

SEATS(UNCONCENTRATED- TABLES AND CHAIRS)

15 SF 66

107 STOR. 27 SF (none)108 STOR. 26 SF (none)109 OFFICE 121 SF BUSINESS 100 SF 2110 OFFICE 121 SF BUSINESS 100 SF 2111 OFFICE 117 SF BUSINESS 100 SF 2112 STUDY 101 SF BUSINESS 100 SF 2113 STUDY 98 SF BUSINESS 100 SF 1114 HALLWAY 461 SF (none)

NORTH 1/8" = 1'-0"

CODE EXITING PLAN

Rev

Dat

eR

evis

ion

Des

crip

tion

CAMPTON STREET

WHITE PINE COUNTYCOURTHOUSE

72' - 2"

25' - 0"

25' - 0"

CLARK STREET

MAN-MADEPOND

PROPERTY LINE

1

4

5

2

3

EXISTING BUILDINGWHITE PINE COUNTY LIBRARY

CIVIL FINISH FLOOR ELEVATION: 6425.15ARCHITECTURAL FINISH FLOOR ELEVATION: 100'-0"

81' - 10"

6

7

8

9 10

11

12

9

13

SHEET NOTES

A. CONTRACTOR SHALL PROTECT ADJACENT PROPERTY INCLUDING PUBLIC RIGHTS-OF-WAYDURING ALL OPERATIONS

B. THE WORK OF THIS CONTRACT INCLUDES ALL WORK SHOWN ON THESE DRAWINGS, SPECIFIED OR REASONABLY IMPLIED.

C. CONTRATOR TO FIELD VERIFY ALL ELEVATIONS, DIMENSIONS, BUILDING LOCATIONS, CURBS, FLOW LINES, EXISTING CONDITIONS AND POINTS OF CONNECTION TO UTILITIES. INTHE EVENT OF CONFLICT, CONTACT ARCHITECT AND OBTAIN INSTRUCTIONS BEFORE PROCEEDING WITH WORK.

D. CONTRACTOR TO PROVIDE ALL BARRICADES, TRAFFIC CONTROL, ETC.

F. CONTRACTOR TO VERIFY ELECTRIC, TELEPHONE, SEWER, AND WATER LOCATIONS BEFORESTART OF CONSTRUCTION.

G. ACCESSIBLE EXTERIOR ROUTES AND PARKING FACILITIES SHALL CONFORM TO THE BUILDINGCODE AND ANSI A117.1

H. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ASSUMED TO BE 100'-0". REFER TO APPROVED CIVIL DRAWINGS FOR PAD ELEVATIONS.

KEY NOTES1 EXISTING MURALS. CONTRACTOR TO PROTECT DURING CONSTRUTION

2 EXISTING CONCRETE SIDEWALK

3 EXISTING CAST-IN-PLACE CONCRETE WALL TO BE REMOVED

EXISTING PLANTER WALL AND IRRIGATION TO BE REMOVED4

EXISTING ACCESSIBLE PARKING (1 SPACE)5

EXISTING CONCRETE SEAT TO BE SAW CUT AND REMOVED6

EXISTING CONCRETE STAIRS TO BE DEMOLISHED7

EXISTING MONUMENT TO REMAIN8

EXISTING SIDEWALK TO REMAIN9

EXISTING RETAINING WALL TO REMAIN10

EXISTING RAMP TO REMAIN11

EXISTING CONCRETE SEAT TO REMAIN12

EXISTING ELECTRICAL PANELS TO REMAIN13

SHEE

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1" = 10'-0"

ENLARGED DEMOLITION SITE PLANNORTH

Rev

Dat

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evis

ion

Des

crip

tion

REF.

UP

A

A

F

F

B

B

C

C

D

D

E

E

4

4

3

3

2

21

1

A0.50

3

A0.502

A0.50

1

G

G

126' - 0"

1' - 0"

34' - 8"

14' - 0"

28' - 8"

1' - 0"

CONFERENCEROOM OFFICE

WORK ROOMSTAFF

LOUNGE

LOBBY

MEN'SRR

WOMEN'SRR

ADULT

YOUNGADULT

CHILDREN

CIRUCLATION

REFERENCE

INFORMALREADING

MECH.JAN.

TYP.BOOK

DEPOSITORY

6' - 0"

18' - 0"

18' - 0"

18' - 0"

18' - 0"

18' - 0"

30' - 0"

24' - 0"

6' - 0"

5' - 1"4' - 0"

10' - 0"4' - 0"

5' - 7"

7' - 7"

8' - 0".6' - 6".

14' - 2"

29' - 7"

4' - 5"

5' - 10"

A0.50 479' - 4"

4' - 6"

6' - 6"

14' - 4"

2

3

4

5

6

5

2

7

1

11

SHEET NOTES

A. ALL DIMENSIONS ARE TO FACE OF STUDS, FACE OF CMU WALL, OR CENTER LINE OF GRIDS,UNLESS NOTED OTHERWISE. ALL CLEAR DIMENSIONS ARE FROM FACE OF FINISH.

B. CONTRACTOR SHALL, PRIOR TO COMMENCEMENT OF WORK, FIELD VERIFY ALL EXISTINGCONDITIONS, INCLUDING BUT NOT LIMITED TO: DIMENSIONS, UTILITY LOCATIONS,AND UTILITY SIZES.

C. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF DRAWINGS ARE IN DOUBT ORTHERE IS A DISCREPANCY BETWEEN DRAWINGS AND FIELD CONDITIONS,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING FOR CLARIFICATION.RECORD ANY DISCREPANCY ON A REPRODUCIBLE DOCUMENT ANDTRANSMIT TO THE ARCHITECT FOR PROJECT RECORD, COORDINATION, ANDNECESSARY RESOLUTION PRIOR TO CONTINUING WORK.

D. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES. DO NOT SCALE DRAWINGSTO DETERMINE ANY LOCATIONS. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIESPRIOR TO CONTINUING THE WORK.

E. CONSULTANT ENGINEERING DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURALDRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE ARCHITECTURALDRAWINGS PRIOR TO THE INSTALLATION OF ANY WORK SHOWN ON THE CONSULTANT ENGINEER'S DRAWINGS. ANY DISCREPANCY BETWEEN ARCHITECTURAL AND CONSULTANTENGINEER'S DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FORCLARIFICATION AND RESOLUTION PRIOR TO COMMENCING WORK.

F. DIMENSIONS AND EXISTING ITEMS LOCATION IS BASED UPON INFORMATION PRIORBY OTHERS. THE ARCHITECT AND CONSULTANT ENGINEER ASSUMES NO RESPONSIBILITYFOR THE ACCURACY.

G. THE DOOR TO THE FIRE SPRINKLER ROOM SHALL BE LABELED "FIRE SPRINKLER VALVE ROOM"IN MINIMUM 2" LETTERS.

KEY NOTES1 EXISTING DOOR ASSEMBLY TO BE DEMOLISHED COMPLETELY

2 SAW CUT OPENING WITHIN EXISTING WALL FROM BOTTOM OF PANEL TO BOTTOM OF ROOF JOISTS

3 EXISTING CONCRETE STAIRS TO BE DEMOLISHED. DOOR TO REMAIN IN GOOD CONDITION.

EXISTING WALL AND WINDOW TO BE DEMOLISHED. START DEMO 6'-0" FROM THE CORNER4

EXISTING COLUMNS TO BE DEMOLISHED5

PROTECT FLOORING AND WALL FINISHES IN LOBBY AND OTHER NON-WORK AREAS6

PROTECT EXISTING WALL, DOORS, AND DRINKING FOUNTAINS7

SHEE

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AN

1/8" = 1'-0"

DEMOLITION FLOOR PLANNORTH

Rev

Dat

eR

evis

ion

Des

crip

tion

A

A

B

B

4

4

3

32

2

11' - 0"B

7' - 11"C

8' - 0"C

8' - 0"C

9' - 11"C

1

1

1

1

2

3

3

5' - 9". 4

4.2

7' - 11"C

KEY NOTES1 DEMOLISH EXISTING CEILING AND ALL ELECTRICAL AND HVAC FIXTURES.

MAINTAIN WIRING FOR FUTURE CONNECTION.

2 EXISTING CONCRETE CANOPY TO REMAIN. DEMOLISH EXISTING LIGHT FIXTURES COMPLETELY.

3 EXISTING CEILING TO REMAIN.REMOVE LIGHT FIXTURES AND MAINTAIN WIRING FOR FUTURE CONNECTION

4 CUT BACK EXISTING SOFFIT

CEILING LEGEND

SYMBOL CEILING DESCRIPTION

5/8" GYPSUM BOARD CEILING ON METAL STUDSA

SUSPENDED ACOUTSTIC CEILING TILEB

#' - #" INDICATES HEIGHT ABOVE FINISHED FLOOR

EXISTING CEILING TO REMAINC

SHEET NOTES








CEILING FIXTURE LEGENDSYMBOL DESCRIPTION

2' X 4' RECESSED LED LIGHT FIXTURE

6" RECESSED LED DOWN LIGHT FIXTURE


SHEE

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TIO

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EFLE

CTE

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EILI

NG

PLAN

1/4" = 1'-0"

DEMOLITION REFLECTED CEILING PLANNORTH

Rev

Dat

eR

evis

ion

Des

crip

tion

FINISHED FLOOR100' - 0"

AF BCDE

EXISTING T.O.PARAPET

115' - 0"

T.O. EXISTINGFOOTING

97' - 4"

G

WDW HEADER108' - 0"

567


A FB C D E


115' - 0"


97' - 4"

G

WDW HEADER108' - 0"

15 6 72


4 3 2 1


115' - 0"


97' - 4"

T.O. EXISTINGGLAZING

111' - 0"

WDW HEADER108' - 0"

1 7

4.2


4321


115' - 0"


97' - 4"

T.O. EXISTINGGLAZING

111' - 0"WDW HEADER108' - 0"

356 17

KEY NOTES1

2

EXISTING CONCRETE STAIRS TO BE DEMOLISHED. DOOR TO REMAIN IN GOOD CONDITION.

3

REMOVIE EXISTING WALL AND GLAZING FOR EXPANSION OF CONFERENCE ROOMS.BUILDING STRUCTURE AND CEILING TO REMAIN. START 6'-" FROM CORNER.

SAW CUT EXISTING CONCRETE WALL PANELS FOR FUTURE GLAZING FROM BOTTOM OF PANELTO BOTTOM OF EXISTING TRUSS.

4 DEMOLISH ALL ELECTRICAL AND MAINTAIN WIRING FOR FUTURE CONNECTION(S)

5 REMOVE EXISTING BARBED WIRE AND HARDWARE

6 EXISTING CONCRETE SEAT TO BE SAW CUT AND REMOVED

DEMOLISH EXISTING LIGHT FIXTURE7

SHEET NOTES








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1/8" = 1'-0"1NORTH ELEVATION DEMOLITION

1/8" = 1'-0"3SOUTH ELEVATION DEMOLITION

1/8" = 1'-0"2EAST ELEVATION DEMOLITION

1/8" = 1'-0"4WEST ELEVATION DEMOLITION

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CAMPTON STREET

WHITE PINE COUNTYCOURTHOUSE

72' - 2"

CLARK STREET

MAN-MADEPOND

PROPERTY LINE

AREA OF WORKARCHITECTURAL FINISH FLOOR ELEVATION: 100'-0"

EXISTING BUILDINGWHITE PINE COUNTY LIBRARY

CIVIL FINISH FLOOR ELEVATION: 6425.15ARCHITECTURAL FINISH FLOOR ELEVATION: 100'-0"

4

2 6

3

2

7

8

2

1

UP

9

5

25' - 0"

25' - 0"

21' - 3"

18' - 5"

56' - 10"

SHEET NOTES

A. CONTRACTOR SHALL PROTECT ADJACENT PROPERTY INCLUDING PUBLIC RIGHTS-OF-WAYDURING ALL OPERATIONS

B. THE WORK OF THIS CONTRACT INCLUDES ALL WORK SHOWN ON THESE DRAWINGS, SPECIFIED OR REASONABLY IMPLIED.

C. CONTRATOR TO FIELD VERIFY ALL ELEVATIONS, DIMENSIONS, BUILDING LOCATIONS, CURBS, FLOW LINES, EXISTING CONDITIONS AND POINTS OF CONNECTION TO UTILITIES. INTHE EVENT OF CONFLICT, CONTACT ARCHITECT AND OBTAIN INSTRUCTIONS BEFORE PROCEEDING WITH WORK.

D. CONTRACTOR TO PROVIDE ALL BARRICADES, TRAFFIC CONTROL, ETC.

F. CONTRACTOR TO VERIFY ELECTRIC, TELEPHONE, SEWER, AND WATER LOCATIONS BEFORESTART OF CONSTRUCTION.

G. ACCESSIBLE EXTERIOR ROUTES AND PARKING FACILITIES SHALL CONFORM TO THE BUILDINGCODE AND ANSI A117.1

H. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ASSUMED TO BE 100'-0". REFER TO APPROVED CIVIL DRAWINGS FOR PAD ELEVATIONS.

KEY NOTES1 EXISTING MURALS TO REMAIN

2 EXISTING CONCRETE SIDEWALK

3

4

EXISTING ACCESSIBLE PARKING (1 SPACE)

5

6

7

EXISTING MONUMENT TO REMAIN

8

NEW CONCRETE PLAZA (MAXIMUM 2% CROSS SLOPE) WITH GRAY BROOM FINISH.

EXISTING RETAINING WALL TO REMAIN

EXISTING RAMP TO REMAIN. CONTRACTOR TO VERIFY RAMP MEETS ANSI REQUIREMENTS.

EXISTING CONCRETE SEAT

NEW CONCRETE WALKWAY (MAXIMUM 2% SLOPE)9

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AN

1" = 10'-0"

ENLARGED SITE PLANNORTH

Rev

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REF.

FD

FD

SHEET NOTES








A

A

F

F

B

B

C

C

D

D

E

E

4

4

3

3

2

21

1

5

5

G

G

126' - 0"

18' - 6"

2' - 0"

16' - 6"

5' - 6"5' - 0"

3' - 0"3' - 0"

23' - 0"

5' - 5"2' - 0"

5' - 6"5' - 0"

5' - 6"5' - 0"

5' - 6"5' - 0"

5' - 6"5' - 0"

5' - 6"5' - 0"

5' - 0".

23' - 9". 60' - 1"

21' - 0"

44' - 9"

3' - 8"2' - 4"

6' - 3"6' - 3"

ALIG

N

8' - 0"4' - 8"

3' - 11"12' - 1"

1' - 0"

34' - 8"

14' - 0"

28' - 8"

1' - 6"18' - 0"

97' - 10"

5' - 10"

18' - 0"

18' - 0"

18' - 0"

18' - 0"

18' - 0"

30' - 0"

A5.10

A5.10

3

A5.102

A5.10 4

1

103

104

102

105

106

107

108

109

110111

112 113

A4

A5

A4

A5A5

A4

A3

A3

A1

A2

4A6.10

4A6.10

3A6.10

2A6.10

2A6.10

101

B1B1

101

102A

102B

106A 107

109

110

111 112

113

36' - 2"

13' - 0"

48' - 8"

21' - 2 1/2"

14' - 11 1/2"

4' - 7"2' - 11"

14' - 0"

6' - 2"

2' - 6"

5' - 4"13' - 2"

A9.101

3

114

100

EX

EX

108

31' - 2"

10' - 9"

6

A4

6

1A6.10

1A6.10

EX

EX

EX

EX

EX

EX EX

EX

5

5

5

361

361

301

301

301 301

301

315

315

315

315

315

315

319

319

319

319

319

319

319

319

319

319

315 315

361

ALIG

N

A6

A11.314

Sim

A11.315

Sim

4.2

4.2

4

1

FE(E)

7

FE(E)

7

8 FE

319

319

2

319

2

7

FE(E)

8

FE

14' - 9"

A11.307

Sim

EX

EX

EX

ROOM SCHEDULE

WALL LEGEND

SYMBOL WALL DESCRIPTION RATING

1" PLASTER & LATHE O/ 3/4" SHEATHING O/ 5 1/2" WOOD STUDW/ R-19 BATT INSULATION O/ 5/8" GYPSUM BOARD

0HR

3 1/2" WOOD STUD W/ 5/8" GYPSUM BOARD ON BOTH SIDES 0HR

SEE WALL SCHEDULE SHEET A2.10 FOR WALL TYPESSIDE 2

SIDE 1

XXX

5/8" GYPSUM BOARD O/ 3 1/2" WOOD STUD O/ 5/8" GYPSUM GLASS

5/8" GYPSUM BOARD O/ 3 1/2" WOOD STUD

0HR

0HR

KEY NOTES1

2

PROTECT FLOORING AND WALL FINISHES IN LOBBY AND OTHER NON-WORK AREAS

3

PROTECT EXISTING WALL FINISHES, GLAZING, AND DOOR

4 EXISTING ELECTRIC SERVICE TO REMAIN

NEW ACCORDION PARTITION

5 NEW STRUCTURAL COLUMNS. REFER TO STRUCTURAL DRAWINGS.

6 ROOF DRAIN AND OVERFLOW DOWNSPOUTS TO DAYLIGHT BELOW

7 EXISTING FIRE EXTINGUISHER TO REMAIN

8 NEW FIRE EXTINGUISHER

WALL SCHEDULE XXXSIDE 1 SIDE 2

WALL SCHEDULE NOTES1. WHERE WALLS OF VARIOUS THICKNESSES MEET OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, A FLUSH SURFACE SHALL BE PROVIDED ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS.

ABBREVIATIONS:GP - GYPSUM PAPERGG - GYPSUM GLASSGM - GYPSUM MOLD RESISTANTCB - CEMENTITIOUS BACKERGT - TILE BOARD

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1/8" = 1'-0"

FLOOR PLANNORTH

108 STOR.109 OFFICE110 OFFICE111 OFFICE112 STUDY113 STUDY114 HALLWAY

100 EXISTING LIBRARY101 VESTIBULE102 LOBBY103 WOMEN'S104 MEN'S105 BOOK DEPOSITORY106 CONFERENCE ROOM107 STOR.

wtza DESCRIPTION

FIRE INFORMATION

SIDE 1 SIDE 2

WALL TERMINATION DETAIL SOUND INFORMATION

R VALUE REMARKSFIRE

RATING FIRE TEST TYPE HEAD SILL STC RATING STC ASSEMBLY

301 2"X6" WOOD STUD WALL 0HR N/A CEMENT PLASTER WITH 3/4" WOOD SUBSTRATE 5/8" GP TO STRUCTURE --315 2"X4" WOOD STUD WALL 0HR N/A -- 1/2" GP ABOVE CEILING --319 2"X4" WOOD STUD WALL 0HR N/A 5/8" GP 5/8" GP ABOVE CEILING --339 2"X4" WOOD STUD WALL 0HR N/A 5/8" GP 5/8" GG ABOVE CEILING --361 2"X6" WOOD STUD WALL 0HR N/A BRICK VENEER OVER 3/4" WOOD SUBSTRATE 5/8" GP TO STRUCTURE --362 2"X4" WOOD STUD WALL 0HR N/A -- 5/8" GG ABOVE CEILING --

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TYPICAL NON-LOAD BEARING PARTITION

STUD SIZES(IN INCHES)

2X4

3X4

2X5

2X6

* IBE TABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS

LATERAL UNSUPPORTEDSTUD HEIGHT (FEET)

14

14

16

20

MAX. SPACING(IN INCHES)

24

24

24

24

6" M

IN.

VERTICAL BRACED WALL DIAGONAL BRACED WALL

A

OR

STRUCTURE ABOVE

DIAG. BRACE AT 48" O.C.(ALT. DIRECTION)

SIMPSON ANGLE WITH 4-10d COMMON NAILS

BLOCKING AT CEILINGTYPICAL

SUSPENDED CEILING LINEWHERE OCCURS

GYPSUM BOARD

H

SINGLE 2X TOP PLATEW/ 2-16d TO EACH STUD

GYP. BOARD CEILINGWHERE OCCURS

2X WOOD STUDSSEE TABLE ABOVE

C C

2X4 MID SPAN BRACE-REQ'D IF BRACE IS LONGERTHAN 10 FEET

REFER TO CLG. PLAN CEILING LINE -REFER TOCEILING PLAN

2X4 STUDS @ 24" O.C.

2x4 DIAGONAL BRACES@ 48" O.C.

2X6 SOLE PLATE

2X4 TURNED FLAT@ 24" O.C.

PLUMBING PIPE

2X TOP PLATE

2X WOOD STUDS

2X6 WOOD BLOCKINGVERT

2X SOLE PLATE

G - TYPICAL SOFFIT FRAMING

N - BLOCKING OR BACKING R - TYPICAL PLUMBING WALLQ - NON BEARING HEADER

B-

NOTE:1. BACKING TO SPAN ATLEASE (3) STUDS ORFURRING SUPPORTS

2X6 DOUBLE HEADER

2 ROWS 16d #18" O.C.ALT.

WOOD SPACER ASREQUIRED TO MATCHWALL THIKNESS

NOTE:

1. EACH HEADERSHALL HAVE A LENGTHOF BEARING ON NOTLESS THATN 1 1/2" FORTHE FULL WIDTH OFTHE HEADER

2X WOOD STUDS

2X6 WOOD BLOCKINGVERT

2X TOP PLATE

DOULBE HEADER

2X KING STUD

2X TRIM STUD

ATTACHMENT

2X SOLE PLATE

6" MAX

P - TOP PLATE @ INTERSETION

WALL WHEREOCCURS

2X TOP PLATE

1" x 1 1/2" METALPLATE W/2 - 16dCENTERED OVERSPLICE

2X TOP PLATE

1" x 1 1/2" METALPLATE W/2 - 16dCENTERED OVERSPLICE

2x WOOD STUDS

2x WOOD STUDS

SOFFIT TOP

SOFFIT TOP

WOOD DECK

JOIST HANGERHF24N ICC-ESR 2607

2X4 @ 24" O.C.

(4) 16d

FLOOR JOISTS

2X4 STUD

JOIST HANGERLU24 ICC-ESR 2549

2X4 @ 24" O.C.

(4) 16d

ROOF/FLOOR JOISTS

2X4 STUD

B - TYPICAL SOFFIT ATTACHMENT

M - NON BEARING HEADER

K - OPENING

2X TOP PLATE

DOULBE HEADER

2X KING STUD

2X TRIM STUD

DOUBLE SILL PLATE

2X TRIM STUD

2X SOLE PLATE

ROOF/FLOOR SHEATHING

2X WOOD STUD

LINE OF CONCRETESLAB

2X SOLE PLATE

GYP BD

1/2"

MA

X1/

4" M

IN

0.145" DIA LOW VELOCITYSHOT PIN W/ 7/8" DIA.DISC WASHERS @ 32"O.C. MAX.

2X WOOD STUD

2X WOOD STUD

2X SOLE PLATE

2X SOLE PLATE

U - NOTCHING IN STUDST - WALL TO WALL CORNER

C - BOTTOM PLATE

NOTCH 40% OF STUDWIDTH MAX

2X SOLE PLATE

METAL SUPPORTSTRAP

BORED HOLES Ø60% OF STUD WIDTHMAX.

2X WOOD STUD

WOOD DECK

2X SOLE PLATE

GYP BD

(2) 16d @ 48" O.C.

2X8 LADDERBLOCKING @ 48"O.C.

JOIST HANGERLU24 ICC-ESR2549

WOOD FLOOR JOISTS

2X WOOD STUD

WOOD DECK

2X SOLE PLATE

GYP BD

1/2"

MA

X1/

4" M

IN

(2) 16d @ 48" O.C.

WOOD FLOOR JOISTS

H - TOP ATTACHMENT

ROOF/FLOOR JOISTS

1/2"

1/2"

2x4 LADDER FRAMING@ 48" O.C.

TRUSS CLIP ICC-ESR 124

(2) 8d NAILS

(4) 8d NAILS

1x NAILER

2x TOP PLATE

2x WOOD STUD

TOP CHORDROOF/FLOOR JOISTS

TRUSS CLIP ICC-ESR 124

(2) 8d NAILS

(4) 8d NAILS

2x TOP PLATE

2x WOOD STUD

2X WOOD STUD

2X SOLE PLATE

2X WOOD STUD

2X SOLE PLATE

1X NAILER

2X BLOCKING @ 24"O.C. VERTICAL

2X WOOD STUD

2X SOLE PLATE

J - TERMINATION AT WALL

(3) 16d

DIAGONAL BRACE @ 48"O.C. ALT. DIRECTIONS

(2) 16d

2x4 LADDER FRAMING@ 48" O.C.

ROOF/FLOOR JOIST

A - BRACE TO STRUCTURE

ROOF/FLOOR SHEATHING

CAULKING BOTH SIDESWHEN STC IS REQ'D.

LINE OF GYP. BD.

4X BLOCK

JOIST HANGERLU24 ICC-ESR2549

CAULKING BOTH SIDESWHEN STC IS REQ'D. CAULKING BOTH SIDES

WHEN STC IS REQ'D.

3/4" 3/4"

1 3/8"

ROOF/FLOORSHEATHING

TYPICAL NON STRUCTURAL WOOD

1. THE WALLS AND DETAILS ON THIS SHEET ARE FOR INTERIOR NON BEARING PARTITION ONLY.

2. PROVIDE BACKING TO SUPPORT ALL PRODUCTS ATTACHED TO WALL AFTER COMPLETION OF FINISHED SURFACE, INCLUDING TOILET AND BATH ACCESSORIES, PLUMBING AND ELECTRICAL FIXTURES, ELECTRICAL PANELS, CASEWORK, HARWARE, HANDRAILS, TRIM, ETC.

3. ACCOMMODATE 1/2" MIN DEFLECTION AT TOP PLATE OF PARTITIONS FRAMING THAT BUTTS FLOOR AND ROOF STRUCTURE.

4. ALL VERTICAL FRAMING MEMBERS (IE; STUDS OR KING STUDS) TO BE CONTINUOUS FROM SOLE PLATE TO TOP PLATE, CASE ONE TRIM STUD MIN @ EACH END OF HEADERS AND CASE CRIPPLE STUDS ABOVE HEADERS TO TOP PLATE.

5. PROVIDE CONTINUOUS NAILERS FOR WALL FINISH @ ALL WALL TO WALL AND WALL TO CELING CONNECTIONS.

6. ALL FRAMING MEMBERS TO BE STRAIGHT AND TRUE. USE PAPER SHIMS AND STUD PLAININGTO TRUE OR 'MAKE PLUMB' THE WALL PRIOR TO WALL BOAR INSTALLATION.

SHEE

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DET

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1 1/2" = 1'-0" 1TYPICAL WOOD DETAILS

Rev

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SHEET NOTES

A. HEIGHT REFERENCES ARE TAKEN FROM DATUM FINISH FLOOR ELEVATION 100'-0". FIELD VERIFYCONDITIOND AND NOTIFY ARCHITECT OF ANY INADEQUATE CLEARANCES FOR CEILING LAYOUTAS DESIGNED. DIMENSIONS ARE TO CENTERLINE OF FIXTURES.

B. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN FINSH SCHEDULE AND AND CEILING PLAN.

C. REFER TO SHEET A3.20 FOR ALL CEILING FRAMING DETAILS, BRACING, HEIGHT LIMITS AND SPECIFICATIONS.

D. HVAC REGISTERS, LIGHT FIXTURES SHOWN ON THIS DRAWING ARE FOR LOCATIONS ONLY. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN DISCIPLINES PRIOR TO INSTALLATION.

E. PAINT HVAC REGISTERS TO MATCH ADJACENT SURFACES. PAINT INSIDE ALL DUCTOWRK FLATBLACK A MIN OF 24" BACK FROM REGISTER FACE. LIGHT FIXTURE TRIM RINGS. EXPOSED CONDUITS, J-BOXES, SPEAKER GRILLES, DUCTS EXPOSED STRUCTURE, SPRINKLER LINES, CABLES, PIPES, BRACKETS, INSULATION LINERS, AND OTHER EQUIPMENT EXPOSED TO VIEW SHALL BE FINISHED TO MATCH ADJACENT SURFACE.

F. CENTER ALL FIXTURE AND REGISTERS IN LAY-IN CEILING TILES U.N.O. FIXTURE SHALL BE SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING.

G. THE GENERAL CONTRACTOR SHALL COORDINATE FIRE SPRINKLER HEAD LOCATIONS WITH MECHANICAL AND ELECTRICAL ITEMS. ALL HEADS SHALL BE CENTERED IN ACOUSTICAL TILES,WHERE OCCURS.

H. REFER TO FINISH SCHEDULE ON SHEET A10.20 FOR CEILING FINISHES PER ROOM.

I. REFER TO SHEET A3.20 FOR TYPICAL CEILING DETAILS.

CEILING LEGEND

SYMBOL CEILING DESCRIPTION

5/8" GYPSUM BOARD CEILING ON METAL STUDSA

SUSPENDED ACOUTSTIC CEILING TILEB

#' - #" INDICATES HEIGHT ABOVE FINISHED FLOOR

EXISTING CEILING TO REMAINC

CEILING FIXTURE LEGENDSYMBOL DESCRIPTION


6" RECESSED LED DOWN LIGHT FIXTURE


SURFACE-MOUNTED LED EXIST LIGHT FIXTURE

EXHUAST FAN

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSERA

A

B

C

C

D

D

E

E

4

4

3

2

5

5

EXISTINGC

EXISTINGC

8' - 0"C PT-2

8' - 0"C PT-2

11' - 0"B ACT-1

9' - 0"B ACT-1

9' - 0"B ACT-19' - 0"B ACT-1

9' - 0"B ACT-1

9' - 0"B ACT-1

8' - 0"C PT-2

8' - 0"C PT-2

3' - 8 1/2"

7' - 0"

3' - 6"

1' - 11 1/2"

3' - 6"

7' - 0"

3' - 5"

11' - 0"B ACT-1

4A6.10

4A6.10

3A6.10

2A6.10

2A6.10

4' - 6"4' - 6"

4' - 6"4' - 6"

4' - 6"EXISTINGC EXISTING

7' - 0"C PT-2

7' - 0"C PT-2

11' - 0"B ACT-1

9' - 0"C PT-2

21' - 5"

11' - 0"B ACT-1

1A6.10

EQEQ

EQ

EQ

EQ

EQEQ

EQ

4' - 0"6' - 1 1/2"

4' - 0"

4.2

4.2

EQ

EQ

EQ

EQEQ

EXISTINGC PT-2

PT-2

PT-2

2

1

3

EQEQ

EQEQ

2' - 6"

2' - 6"

EQ

EQ

2

1

A2.31

Sim

1

A2.31

Sim

1

A2.31

Sim

1' - 8"

1' - 8" KEY NOTES1 EXISTING CONCRETE CEILING TO BE FINISHED WITH (1) LAYER OF

5/8" DIRECT APPLIED GYPSUM BOARD - PAINTED

2 LINE OF EXISTING SOFFIT

3 NEW TRACK FOR ACCORDION DOOR

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PLA

N

NORTH 1/4" = 1'-0"

REFLECTED CEILING PLAN

Rev

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MA

X. TY

PIC

AL

1

APPLICABLE FOR SITECLASSIFICATIONC REQUIREMENTS

NOTE:DO NOT ATTACH GRID TO WALLANGLES, PR0VIDE 3/8" MINIMUMCLEARANCE ON EACH SIDE.

10

3"

MAIN RUNNER

CROSS RUNNER

LATERAL BRACING

AT 12'-0" O

N

CENTER MAX.

LATERAL BRACING

AT 12'-0" ON

CENTER MAX.

SPACER BARAS REQUIRED

12 GAUGE HANGERS AT48" ON CENTER EACHWAY-TYPICAL

SUPPLEMENTARY 12 GAUGEHANGERS AT EACH CORNERWITHIN 3" OF LIGHT FIXTURE

ACT. PANEL

7/8" MINIMUM WALL ANGLETRIM-TYPICAL AT PERIMETER

(2) 12 GAUGE HANGERSAT OPPOSITE CORNERSOF ALL LIGHT FIXTURESAND CEILING EQUIPMENT

RECESSED LIGHT FIXTURE

12 GAUGE LATERAL BRACING WIRES 2" MAX.FROM MAIN & CROSS RUNNER INTERSECTIONIN EACH DIRECTION AT APPROXIMATELY 45DEG. LOCATE LATERAL BRACING AT 48" MAXFROM WALL AT 12'-0" ON CENTER EA. WAY.

COMPRESSION STRUT WHERE MAIN RUNNERS EXCEED12'-0" OR CEILING AREA EXCEEDS 144 S.F. STRUT MAY BEOMITTED IF APPROVED BY ARCHITECT IN ACCORDANCEWITH MANUFACTURER'S LISTING OR SUBSTANTIATINGDESIGN CALCULATIONS ARE PROVIDED

.45

6

1

6

1

6

1

6

1

ALTERNATE

ATTACHED

UNATTACHED UNATTACHED

STAIBILIZER BAROR OTHERSUITABLE SYSTEMTO KEEPPERIMETERCOMPONENTSFROM SPREADINGAPART

CROSS RUNNEROR MAIN RUNNER

WALL ANGLE2" MIN.

.3/4"

WALL ANGLE

CROSS RUNNEROR MAIN RUNNER

POP RIVET

12 GA. HANGER WIREANCHORED TOSTRUCTUREABOVE 8" FROMPERIMETEROR 12 GA. HANGER WIREANCHORED TOPERIMETER WALL MAX.SLOPE 1:6 (10")3 TURNS MIN. TYP.

CROSS RUNNER ORMAIN RUNNER

MANUFACTURERSEISMIC CLIP

LOOSE SCREW(OPTIONAL)WALL ANGLE

12 GA. HANGER WIREANCHORED TOSTRUCTUREABOVE 8" FROMPERIMETER OR 12 GA.HANGER WIREANCHORED TOPERIMETERWALL MAX. SLOPE 1:6(10")3 TURNS MIN. TYP.

CROSS RUNNER ORMAIN RUNNER

MANUFACTURERSEISMIC CLIP

TIGHT SCREW

WALL ANGLE

8" MAX.

. 7/8"

7/8".

8" MAX.

ATTACHED2" MIN.

STAIBILIZER BAROR OTHERSUITABLE SYSTEMTO KEEPPERIMETERCOMPONENTSFROM SPREADINGAPART

.3" M

AX

.

. 2"

.1" MIN.

. 2"

WOOD BLOCKING OR JOIST

(3) 1 1/2" x 9 GA STAPLESOR (3) STRONGHOLD "J"NAILS AT EACH WIRE LOOP

HANGER WIRE

HANGER WIRE WITH MIN. 3TIGHT WRAPS IN 1 1/2"

WOOD BLOCKING OR JOIST

(3) 1 1/2" x 9 GA STAPLESOR (3) STRONGHOLD "J"NAILS AT EACH WIRELOOP

1/4" DIA. SCREW EYE W/1 1/4" MIN. PENETRATION

SADDLE TIE

MICRO-LAM LOWER FLANGE


HANGER WIRE WITH MIN. 3TIGHT WRAPS IN 1 1/2"

MICRO-LAM FLANGETOP OR BOTTOM FLANGE


NOTE:DO NOT INSERT SCREW EYESPARALLEL TO LAMINATIONS

NOTE:DO NOT INSERT SCREW EYESPARALLEL TO LAMINATIONS

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1/2" = 1'-0"2SUSPENDED ACOUSTICAL CEILING TILE - SEISMIC ZONE C

3" = 1'-0"4HANGER & LATERAL BRACING WIRE ATTACHMENTS AT WD STRUCT.

Rev

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SHEET NOTES

A. ALL MECHANICAL AND ELECTRICAL PENETRATIONS OF THE ROOF SHALL MEET WITH ROOFINGMANUFACTURERS RECOMMENDATIONS TO MAINTAIN INTEGRITY OF ROOFING SYSTEM.

B. PROVIDE ROOF CURBS AT ALL ROOF MOUNTED EQUIPMENT PER MANUFACTURER'S REQUIREMENTS.FLASH AND COUNTER FLASH PER NRCA STANDARDS - REFER TO DETAIL 3 ON SHEETA4.11

C. THE ROOFING SYSTEM SHALL LIMIT ROOF PENETRATIONS THAT ARE A MINIMUM OF 12" AWAY FROMOTHER ROOF PENETRATIONS, CURB OR BASE FLASHING. SEE DETAILS 6 & 8 ON SHEET A4.11.

EXISTING LIBRARYROOFEXISTING

CONCRETE CANOPY

115' - 0"

115' - 0"

4A6.10

3A6.10

2A6.10

15' - 4"

14' - 9"

14' - 9"

15' - 6 1/2"

9' - 10"

11' - 2"

18' - 4"

16' - 3 1/2"

2' - 0"

1/2" / 1'-0"

1/2" / 1'-0"

1/2" / 1'-0"

1A6.10

112' - 10"

5

1

2

3

4

7

1

A4.11

9

A4.11

2

1

2

1

A4.11

1

A4.11

60' - 4 1/2"

21' - 0"

7

10

9

12' - 6"

10' - 6"

6

6

8

8' - 9"

3' - 0"

9' - 0"

3' - 0"

17' - 8"

3' - 0"

12' - 0"

KEY NOTES1 SINGLE PLY ROOFING MEMBRANE (FULLY ADHERED) O/ ROOF SHEATING O/ RIGID INSULATION

2 SHEET METAL PARAPET CAP WITH DRIP EDGE

3 PRE-FABRICATED CRICKETS

4 ROOF AND OVERFLOW DRAIN. SEE DETAIL 10 ON SHEET A4.11

5 EXISTING ROOFING TO REMAIN UNTOUCHED

6 NEW MECHANICAL UNIT. SEE DETAIL 3 ON SHEET A4.11

7 NEW 4" EXPANSION JOINT

8 NEW WALKING PATH

9 NEW EXHAUST FAN

10 NEW SUPPLY FAN

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1/4" = 1'-0"

ROOF PLANNORTH

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PRE-MANUFACTURED CURB FABRICATED CURBOR

SEALING MATERIAL

WOOD NAILER

PREFABRICATED METALCURB (BEARING ON STRUCT.WHEN USED FOR HEAVYEQUIPMENT)

GASKETED FASTENERS MIN.TWO FASTENERS PER SIDE

WOOD NAILER

REMOVABLE SHEET METALCOUNTER FLASHING

BONDING ADHESIVE

SINGLE-PLY MEMBRANE

SEAM PLATES ANDFASTENERS

SEALANT

HOT-AIR WELD

CUT EDGE SEALANT(IF REQUIRED)

RIGID INSULATION

8" M

IN.

8" M

IN.

JOB SITE CONSTRUCTEDWOOD CURB

SEALING MATERIAL

SHEET METAL COUNTERFLASHING

GASKETED FASTENERS MIN.TWO FASTENERS PER SIDE

FASTENERS APPROX. 8" O.C.

BONDING ADHESIVE

SINGLE-PLY MEMBRANE


SEALANT

HOT-AIR WELD

CUT EDGE SEALANT(IF REQUIRED)

RIGID INSULATION

DECK/SHEATHING/COVERBOARD


MECHANICAL UNIT

PLUMBING VENT STACK OROTHER PIPES

SEALANT

WATERSTOP

DRAWBAND / STAINLESSSTEEL PIPE CLAMP WITHCOMPATIBLE SEALANTBEHIND

HAND WRAP WITH FLASHINGMEMBRANE


OR

PLUMBING VENT STACK OROTHER PIPES

SEALANT

INSTALL SEALANT ORSEALANT TAPE BETWEENPIPE AND PRE-MANUFACTUREDMEMBRANE FLASHING

DRAWBAND / STAINLESSSTEEL PIPE CLAMP

PRE-MANUFACTUREDMEMBRANE FLASHING


HOT-AIR WELDED SEAM


PRE-MANUFACTURED HAND-WRAP

RIGID INSULATION RIGID INSULATION

4" MIN. 4" MIN.

FLA

SH

ING

HE I

GH

T

8" M

INIM

UM

FLA

SH

ING

HE I

GH

T

8" M

INIM

UM

HOT-AIR WELDEDMEMBRANE FLASHING

SEALANT (IF REQUIRED FORTHE SPECIFIC SYSTEM)

DRAIN STRAINER

2"H. CLAMPING RING ATOVERFLOW DRAIN

CLAMPING RING

CLAMPING BOLT

SINGLE-PLY MEMBRANE

MANUFACTURER'SRECOMMENDED SEALANT

SLOPE

RIGID INSULATION

DRAIN BOWL

NOTE:1) SINGLE-PLY MEMBRANE EXTENDED UNDER CLAMPING RING, 1/2" MIN.2) ALL BOLTS MUST BE PRESENT AND SECURE3) NO SEAMS ARE PERMITTED TO RUN IN DRAIN AREA, IF A SEAM ISPRESENT IN BOWL OR SUMP AREA, A TARGET PATCH MUST BEINSTALLED

SLO

PE

. . .2'-8" 3'-0" 2'-8"

N.T

.S.

.4'-0"

DETAILRIGHT

EDGE OF TAPEREDINSULATION

OVERFLOW DRAINUNIT INLET, IS 2" MIN.ABOVE ROOF DRAIN

INLET. SEE PLUMBINGDRAWINGS.

ROOF DRAIN UNIT,SEE PLUMBING

DRAWINGS

. .

N.T.S. N.T.S. N.T.S.

1/2" MIN.

SINGLE PLY ROOFINGMEMBRANE - CONTINUE OVERNAILER AND DOWN FACE OFWALL

BONDING ADHESIVE

WOOD NAILER SLOPE TOMIN. 1-1/2"

PARAPET WALL

GASKETED FASTENERS @24" O.C. MAX.

SHEET METAL PARAPET CAPSLOPED TO DRAIN TO ROOFSIDE

CONTINUOUS CLEAT -FASTEN @ 24" O.C. MAX.

BEL

OW

NA

ILER

1" M

IN.

EXTERIOR FINISH

SELF-ADHERING FLEXIBLEFLASHING, TURN DOWNBOTH SIDES

CONTINUOUS SHIM

FASTENER AND SEAMPLATE AT 12" O.C. MAX.

SINGLE PLY ROOFINGMEMBRANE


RIGID INSULATION

1" MIN. IF ROBOTIC WELDED1 1/2" MIN. IF MANUALLY WELDED

HOT-AIR WELD

PARAPET

VARIOUS PIPES OROTHER PENETRATIONS

EQUIPMENTCURBS, ETC.

12" MIN.12" MIN.

12" MIN.

SEALANT

BASE FLASHING - SURFACEMOUNTED REGLET & SNAP INFLASHING

COMPATIBLE SEALANT

BONDING ADHESIVE

SINGLE-PLY MEMBRANE


SEALANT

HOT-AIR WELDED SEAM

SEALANT (IF REQUIRED FORTHE SPECIFIC SYSTEM)

RIGID INSULATION

DECK/SHEATHING/COVER BOARD

EXTERIOR WALL

FLA

SH

ING

HEI

GH

T

8" M

INIM

UM

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3" = 1'-0"2BASE FLASHING AT CURB

3" = 1'-0"7PLUMBING VENT OR PENETRATING PIPE

3" = 1'-0"4TYPICAL DECK SUMP

3" = 1'-0"1BASE FLASHING AT PARAPET

3" = 1'-0"6TYPICAL CLEARANCES

3" = 1'-0"9BASE FLASHING - SURFACE REGLET

Rev

Dat

eR

evis

ion

Des

crip

tion


4 3 2 1


115' - 0"


97' - 4"

5

WDW HEADER108' - 0"

9

5

4

5

12 111

2A6.10GL-113PT-715

4.2

3214

5

A11.31

Sim


A FB C D E


115' - 0"


97' - 4"

G

WDW HEADER108' - 0"

TYP13

4

33 1

4A6.10

3A6.10GL-113 912PT-715

1A6.10

T.O ENTRYPARAPET

112' - 10"

ST-117

12


4321


115' - 0"


97' - 4"

WDW HEADER108' - 0"

3

4

8

13

1

2A6.10 610 12 PT-71513

T.O ENTRYPARAPET

112' - 10"

4.2

2

ST-117

12

4

A11.31

Sim

18


AF BCDE


115' - 0"


97' - 4"

G

WDW HEADER108' - 0"

44 4

79 311 1 14

4A6.10

3A6.10 6 PT-715

1A6.10

T.O ENTRYPARAPET112' - 10"

ST-117

12KEY NOTES1 EXISTING ROOF LINE BEYOND

2 4" EXPANSION JOINT

3 EXISTING CONCRETE SCUPPER

4 EXISTING GLAZING

6 EXISTING SIGNAGE. CONTRACTOR TO REMOVE AND MAINTAIN IN GOOD CONDITION DURINGDEMOLITION. REINSTALL AFTER NEW WALL IS FINISHED (WEST ELEVATION ONLY.)

7 EXISTING MURAL

8 EXISTING WALL ART & PLAQUES

5 EXISTING STOREFRONT

9 EXISTING ACCESSIBLE RAMP & RAILING

10 EXISTING BOOK DEPOSITORY

11 EXISTING CONCRETE BENCH

12 NEW METAL CAP FLASHING. SEE DETAIL 1/A4.11.

NEW WINDOWS; FRAME COLOR TO MATCH EXISTING. REFER TO SHEET A2.10 FOR TYPES.13

NEW DOOR PER SCHEDULE14

EXTERIOR CEMENT PLASTER O/ METAL LATH O/ WEATHER RESISTIVE BARRIER O/EXTERIOR SHEATING WITH REVEALS AT 2'-0" O.C. REFER TO DETAIL 3/A13.10.

15

ROOF AND OVERFLOW DRAIN DOWNSPOUTS DAYLIGHT 6" MINIMUM FROM GRADE16

BRICK VENEER (WITH LEDGE) O/ PLASTER BASE COAT O EXISTING SHEATING O/2X WOOD FRAMING

17

RELOCATED HOSE BIBB18

SHEET NOTES

A. ARCHITECTURAL FINISHED FLOOR ELEVATIONS ASSUMED TO BE 100'-0".REFER TO APPROVED CIVIL DRAWINGS FOR PAD ELEVATIONS.

B. REFER TO SHEE A10.20 FOR FINISH LEGEND

SHEE

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IT

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RIO

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EVAT

ION

S

1/8" = 1'-0"2EAST ELEVATION

1/8" = 1'-0"3SOUTH ELEVATION

1/8" = 1'-0"4WEST ELEVATION

1/8" = 1'-0"1NORTH ELEVATION

Rev

Dat

eR

evis

ion

Des

crip

tion

SHEET NOTES

A. GENERAL CONTRACTOR TO REVIEW CONTRACT DOCUMENTS AND ADVISE ARCHITECT OF ANYDISCREPANCIES IN THE DIMENSIONS OR DRAWINGS PRIOR TO CONSTRUCTION.

B. ARCHITECT FINISH FLOOR ELEVATIONS ASSUMED TO BE 100'-0".


4

NEW FINISHEDCEILING

109' - 0"

5

OFFICE

4.2

TOP PLATE111' - 10"

1/2" / 1'-0"

B.O. BEAM112' - 3"

HALLWAY

TOP PLATE112' - 3"

T.O. STEM WALL102' - 4"

SINGLE PLY ROOFING MEMBRANE (FULLYADHERED) o/ ROOF SHEATING o/ 4" RIGIDINSULATION o/ ROOF SHEATHING o/ PREFABROOF TRUSSES

EXTERIOR CEMENT PLASTERo/ METAL LATH o/ WEATHER

RESISTIVE BARRIER o/ EXTERIORPLYWOOD SHEATING (WHERE

OCCURS) o/ 2X6 WOOD FRAMING@16" O.C. w/ R-19 BATT

INSULATION

4" REINFORCED CONCRETE FLOOR SLAB O/ 2"SAND O/ 15 MIL VAPOR BARRIER O/ 6" TYPE II.GRAVEL FILL

REINFORCED CONCRETE FOOTING

NEW TUBE STEELCOLUMN BEYOND

EXISTING BUILDING

A4.111

A11.308

A11.3010

A11.3016

SimREINFORCED CONCRETEFOOTING

EXPANSION JOINTCOVER ASSEMBLY

----


4

CONFERENCEROOM

4.2

T.O. STEM WALL102' - 4"

SINGLE PLY ROOFINGMEMBRANE (FULLYADHERED) o/ ROOFSHEATING o/ 4" RIGIDINSULATION o/ ROOFSHEATHING o/ PREFAB ROOFTRUSSES



TOP PLATE102' - 4"

B.O. BEAM112' - 0"




INSULATION

STRUCTURAL BEAM - REFER TOSTRUCTURAL DRAWINGS

EXISTING CONCRETE PANEL WALL -CUT PANEL AT HEIGHT SHOWN -

PROVIDE NEW CONTINUOUS STEELANGLE WELDED TO BOTTOM OF

EXISTING STEEL BEAM AND WELDEDTO CONCRETE PANEL FRAMING

ACCORDIAN DOOR HEADERFRAMING PER MANUFACTURERS

REQUIREMENTS

2X SOFFIT FRAMING WITHGYP BD FINISH

SUSPENDED ACOUSTICAL CEILING

CONCRETE STEM WALL

EXPANSION JOINTCOVER ASSEMBLY

----


A


115' - 0"

WDW HEADER108' - 0"

VESTIBULE 10' -

0"

T.O ENTRYPARAPET

112' - 10"

LOBBY

----

T.O. FOOTING96' - 0"

WDW SILL103' - 6"

SINGLE PLY ROOFING MEMBRANE( FULLY ADHERED) o/ ROOF

SHEATING o/ 4" RIGID INSULATIONo/ EXISTING CONCRETE CANOPY

BRICK VENEER o/ CEMENTPLASTER SCRATCH COAT o/

METAL LATH o/ WEATHERRESISTIVE BARRIER o/ EXTERIOR

PLYWOOD SHEATING (WHEREOCCURS) o/ 2X6 WOOD

FRAMING @16" O.C. w/ R-19BATT INSULATION



OCCURS) o/ 2X6 WOODFRAMING @16" O.C. w/ R-19

BATT INSULATION

4" REINFORCED CONCRETE FLOORSLAB O/ 2" SAND O/ 15 MIL VAPORBARRIER O/ 6" TYPE II. GRAVEL FILL

REINFORCED CONCRETEFOOTING

A4.119

A11.308

A4.111

A11.3014

CONTRACTOR TO SCOREEXISTING PARAPET WALL TO

ACCEPT NEW BASE FLASHING

5/8" GYP BD o/ METAL HATCHANNEL

EXISTING STOREFRONTASSEMBLY TO REMAIN AS IS


3 2

T.O ENTRYPARAPET

112' - 10"

1/8" / 1'-0"

T.O. FOOTING96' - 0"

WDW SILL103' - 6"

SINGLE PLY ROOFING MEMBRANE(FULLY ADHERED) o/ ROOFSHEATING o/ 4" RIGID INSULATIONo/ EXISTING CONCRETE CANOPY

BRICK VENEER o/ CEMENTPLASTER SCRATCH COAT o/ METAL

LATH o/ WEATHER RESISTIVEBARRIER o/ EXTERIOR PLYWOOD

SHEATING (WHERE OCCURS) o/ 2X6WOOD FRAMING @16" O.C. w/ R-19

BATT INSULATION




INSULATION

WDW HEADER108' - 0"



EXTERIOR CEMENT PLASTERo/ METAL LATH o/ WEATHERRESISTIVE BARRIERo/ EXTERIOR PLYWOODSHEATING (WHERE OCCURS) o/2X6 WOOD FRAMING @16" O.C. w/R-19 BATT INSULATION

----

----

A11.3014

A11.308

A4.111

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S

1/2" = 1'-0"4SECTION

1/2" = 1'-0"3SECTION

1/2" = 1'-0"2SECTION

1/2" = 1'-0"1SECTION

Rev

Dat

eR

evis

ion

Des

crip

tion

FD

FD

A

A

B

B

2

2

5' - 1 1/2"

3' - 0"

3' - 0"

3' - 0"

7' - 2"

1' - 11"

5' - 1 1/2"

1' - 8"

5' - 5"

3' - 10 1/2"

9' - 11"

4' - 10 1/2"

A9.208

A9.2012

A9.20

9

11

10

A9.205

A9.20

3

2

1

A9.206

4

7

1' - 11"

3' - 0"

3' - 0"

1' - 7"0' - 6"

1' - 0"

2' - 0"

9' - 11"

4' - 10"

193 SF

WOMEN'S103

188 SF

MEN'S104

339

339

339

362

362

362 362

362

362

362 362

A11.20

7

5' - 3"

5' - 3"

5' - 3"

5' - 3"

1' - 9"1' - 5"

1' - 5"1' - 5"

1' - 5"

1' - 9"1' - 5"

1' - 5"1' - 5"

1' - 5"

ALIG

N

ALIG

N

ALIG

N

ALIG

N

5' - 1 1/2"

3' - 0"

3' - 0"

3' - 0"

EX

EX

339

2' - 0"1' - 0"

0' - 6"1' - 7"

3' - 0"

3' - 0"1' - 11"

0' - 6"2' - 8"

0' - 10"

0' - 10"2' - 8"

0' - 6"

1

1

TP-12

TYP2

3

4

4

AC

BH F

G

G

G

B CH A

H F

H F

G

H F

G

E

D

I

D

E

D

I

D

SHEET NOTES

A. SEE SHEET G1.10 FOR ALL ACCESSORY DIMENSIONS AND ADA COMPLIANCE.

B. PROVIDE BLOCKING FOR ALL TOILET ACCESSORIES - TYPICAL FOR MOUNTING AND WITHADEQUATE SUPPORT TO MEET CODE REQUIREMENTS.

C. INSULATE ALL LAVATORY AND HAND SINK EXPOSED DRAIN AND-OR HOT WATER PIPING BELOWFIXTURES PER ADAAG.

D. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK.NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START.

E. ALL INSTALLATION TO COMPLY WITH THE LATEST EDITION OF THE TCA HANDBOOK.

F. REFER TO SHEET A2.10 FOR WALL TYPES.

G. REFER TO SHEET A10.20 FOR FINISH LEGEND

KEY NOTES1 SOLID SURFACE COUNTERTOP, BACKSPLASH, AND SIDESPLASH

2 TOILET PARTITION - POWDER COATED STEEL

3 EXISTING DRINKING FOUNTAIN TO REMAIN. MAINTAIN IN GOOD CONDITION DURING RENOVATION.

FLOOR DRAIN. SLOPE FLOOR TO DRAIN AT 1%4

SCHLEUTER STRIP COVE BASE.5

ACCESSORY SCHEDULE

SHEE

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1/2" = 1'-0"

ENLARGED RESTROOM PLANNORTH

TypeMark Description Manufacturer Model

MountingType Type Comments

A GRAB - BAR18 BOBRICK B-6806 SURFACE 18" L / SUPPORTS LOADS IN EXCESS OF 900LBSB GRAB - BAR36 BOBRICK B-6806 SURFACE 36" L / SUPPORTS LOADS IN EXCESS OF 900 LBSC GRAB - BAR42 BOBRICK B-6806 SURFACE 42" L / SUPPORTS LOADS IN EXCESS OF 900 LBSD GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME BOBRICK B-165 SERIES SURFACEE PAPER TOWEL DISP. / WASTE RECEPTACLE BOBRICK B-3699 SURFACE 350 C-FOLD / 475 MULTIFOLD / KNOB LATCH / 2GAL. CONTAINERF SANITARY NAPKINS DISPOSAL BOBRICK B-254 SURFACE TUMBLER LOCK / SELF-CLOSING PANEL COVERS / LEAK-PROOF / 1.2 GALG SEAT COVER DISPENSER BOBRICK B-221 SURFACE DISPENSES 250 SINGLE / HALF-FOLD TOILET SEAT COVERSH RECESSED MULTI ROLL TOILET TISSUE DISPENSER BOBRICK B-3888 RECESSED SATIN FINISHI SOAP DISPENSER BOBRICK B-2112 SURFACE 40 FL. OZ. CONTAINERJ Siphon Jet Flush Action Urinal American Standard 6561.017 SURFACEK 'CADET FLOWISE ELONGATED' 'Right Height' 16-1/2"

(420mm) HIGH' 'Pressure-Assist High-Efficiency' Two PieceTank Toilet,floor mounted, vitreous china with 'EverClean'antimicrobial surface which inhibits the growth of stain andodor causing bacteria, mold and mildew, elongated syphonjet flush action bowl, 2-1/8" (54mm) fully glazed internaltrapway, 10" x 12" (254mm x 305mm) large water surface,'Speed Connect' P.A. tank complete, 4.2 LPF (1.1 GPF) perflush, with cast sanitary guard on bowl for china to china tankassembly, bolt caps, 4142.601 tanking locking device

American Standard 2467.100 SURFACE

L Floor DrainM 'AQUALYN' Basin, faucet holes on 8" centres,20-1/2" x 17-1/2"

x 7-3/8" (521mm x 445mm x 187mm) deep, countermounted, vitreous china, front overflow, tapered style rim andself rimming, cut-off template.

American Standard 0475.020 RECESSED

N Exposed high efficiency urinal flushometer, for 3/4" top spudurinals.

SLOAN Royal 186-0.125 SURFACE

Rev

Dat

eR

evis

ion

Des

crip

tion

CLG HEIGHT108' - 0"

FINISH FLOOR100' - 0"

PT-4

2' -

10"

3' -

0"

CT-1

TS-15

CT-1

B I

D

0' -

3"

CLG HEIGHT107' - 11"


2' -

10"

3' -

4"

CT-1

PT-4

CT-1

TS-15

DID E

0' -

3"

CLG HEIGHT108' - 0"


CT-1

PT-1

CT-1

CT-2

PT-1

TS-15

0' -

3"

CLG HEIGHT108' - 0"


CT-1

PT-1

1' -

5"

1' -

5"

CT-1

TS-15

A C

G

B

H

0' -

3"

CLG HEIGHT108' - 0"


CT-2

PT-1

CLG HEIGHT108' - 0"


CT-2

PT-1

CLG HEIGHT108' - 0"


PT-6

3' -

4"

2' -

10"

CT-1

TS-15

D DIE

CT-1

0' -

3"

CLG HEIGHT108' - 0"


CT-2

PT-1

CLG HEIGHT108' - 0"


PT-6

CT-1

TS-15

CT-1

B

G

I

D 0' -

3"

CLG HEIGHT108' - 0"


PT-1

CT-1

TS-15

CT-1 GH FH F GH F G

G

B

AC

F H

CLG HEIGHT108' - 0"


PT-1 PT-1

CT-1

TS-15

CT-1

CT-2

G

CLG HEIGHT108' - 0"


CT-2

PT-1

SHEET NOTES

A. REFER TO SHEET A0.10 FOR ACCESSORY SCHEDULE AND GENERAL NOTES

KEY NOTES1 SOLID SURFACE COUNTERTOP, BACKSPLASH, AND SIDESPLASH

2 TOILET PARTITION - POWDER COATED STEEL

3 EXISTING DRINKING FOUNTAIN TO REMAIN. MAINTAIN IN GOOD CONDITION DURING RENOVATION.

FLOOR DRAIN. SLOPE FLOOR TO DRAIN AT 1%4

SCHLEUTER STRIP COVE BASE.5

SHEE

T NO

SHEE

T TITL

E

ISSUE

DAT

E

CLIEN

T / PR

OJE

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AMP

THES

E DO

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ENT H

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BEEN

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1/2" = 1'-0"1RESTROOM ELEVATION












Rev

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Des

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REF.

FD

FD

ROOM FINISH SCHEDULE

A

A

F

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B

B

C

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D

D

E

E

4

4

3

3

2

21

1

5

5

G

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4.2

4.2

103

104

102

105

106

107

108

109110

111

112113

101

114

EXISTINGLIBRARY

100

FE(E)

FE(E)

FE

FE(E)

FE

PT-3

PT-3

PT-5

PT-5

PT-5

PT-3

PT-3

PT-6

PT-4

PT-6

PT-4

CPTVCT

CPTVCT

VCTCPT CPT

VCT CPTVCT CPT

VCT CPTVCT CPT

VCT

CPTVCT

FINISH LEGEND

CARPETCPT-1

CERAMIC TILECT-1CT-2

VINYL COMPOSITION TILEVCT-1VCT-2VCT-3VCT-4VCT-5

ACOUSTICAL CEILINGTILE

ACT-1

RUBBER BASERB-1

PAINTPT-1PT-2PT-3PT-4PT-5PT-6PT-7

SOLID SURFACESS-1

TOILET PARTITIONTP-1

TRANSITION STRIPTS-1TS-2

DOORSWD-1

STONEST-1

MANUFACTURERSHAW PC/QC

DALTILEDALTILE

MANNINGTON MILLSMANNINGTON MILLSMANNINGTON MILLSMANNINGTON MILLSMANNINGTON MILLS

ARMSTRONG WORLD INDUSTRIES

JOHNSONITE, INC.

SHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMSSHERWIN WILLIAMS

AVONITE

BRADLEY CORPORATION

SCHLUTER SYSTEMSJOHNSONITE, INC.

MAIMAN

CARSON MASONRY

SERIESBROADLOOM FUSE BL

ALESSI 20X20ALESSI 3X13 BULLNOSE

PROGRESSIONSPROGRESSIONSPROGRESSIONSPROGRESSIONSPROGRESSIONS

FINE FISSURED

TRADITIONAL WALL BASE

PRO INDUSTRIALPRO INDUSTRIALPRO INDUSTRIALPRO INDUSTRIALPRO INDUSTRIALPRO INDUSTRIALPRO INDUSTRIAL

STUDIO COLLECTION

POWDER COATED STEEL

DILEX EHK/HKSCTA-XX-D

ASSA ABLOY

DESIGNER CLASSIC ROCK

COLORTO MELD 000100

CREMA AL05CREMA AL05

WHEAT 55123DARK CHOCOLATE 55209FROSTED JADE 55255COLONY 55110BEDROCK 55519

WHITE

TOAST 283

ACCESSIBLE BEIGE SW 7036PURE WHITE SW 7005TONY TAUPE SW 7038INTERESTING AQUA SW 6220BAGEL SW 6114GRASSLAND SW 6163WHITE (TO MATCH EXISTING)

NOUGAT K3-8500

TBD

ALUMINUMTOAST 283

MAMBO 7948K

OLD CHICAGO

TRANSITION MATERIAL

CERAMIC TILE TO VCT VCTCT VCT TO CARPET CPTVCT

VCT FLOOR PATTERN LEGEND

VCT-1

VCT-2

VCT-3

VCT-4

VCT-5

REPEAT VCT FLOOR PATTERNWHERE VCT OCCURS

6' -

0"

5' - 0"

1

2

3

4

5

4

4

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4

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101 VESTIBULE RB-1 VCT VARIES PT-1 PT-2 SEE SHEET A10.20 FOR VCT PATTERN102 LOBBY RB-1 VCT VARIES N/A PT-2 SEE SHEET A10.20 FOR VCT PATTERN103 WOMEN'S CT-2 CT-1 PT-1, PT-6 PT-2104 MEN'S CT-2 CT-1 PT-1, PT-4 PT-2105 BOOK DEPOSITORY RB-1 VCT VARIES PT-1 PT-2 SEE SHEET A10.20 FOR VCT PATTERN106 CONFERENCE ROOM RB-1 CPT-1 PT-1, PT-3 PT-2, ACT-1107 STOR. RB-1 VCT VARIES PT-1 PT-2 SEE SHEET A10.20 FOR VCT PATTERN108 STOR. RB-1 CPT-1 PT-1 PT-2109 OFFICE RB-1 CPT-1 PT-1, PT-5 PT-2, ACT-1110 OFFICE RB-1 CPT-1 PT-1, PT-5 PT-2, ACT-1111 OFFICE RB-1 CPT-1 PT-1, PT-5 PT-2, ACT-1112 STUDY RB-1 CPT-1 PT-1, PT-3 PT-2, ACT-1113 STUDY RB-1 CPT-1 PT-1, PT-3 PT-2, ACT-1114 HALLWAY RB-1 VCT VARIES PT-1 PT-2, ACT-1 SEE SHEET A10.20 FOR VCT PATTERN

NORTH 1/8" = 1'-0"

FINISH PLAN

Rev

Dat

eR

evis

ion

Des

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tion

SHEET NOTES

A. OPENING IDENTIFICATION AS FOLLOWS:A. EXTERIOR STOREFRONT, B. INTERIOR STOREFRONT

4' -

6"

3' -

6"

8' -

0"

4' - 4 1/2" 4' - 4 1/2" 4' - 4 1/2"

13' - 1 1/2"

14

A11.30

8

A11.30

3' -

6"

4' -

6"

5' - 5" 5' - 5"

10' - 9 1/2"

8' -

0"

8

A11.30

14

A11.30

6' - 0"

4' -

6"

3' -

6"

8' -

0"

8

A11.309

A11.30

10

A11.30

3' - 2"5' - 0"

3' -

8"

3' -

6"

7' -

2"

8' - 2"

11

A11.30

Sim

12

A11.30

Sim

4' - 0"

4' -

6"

3' -

6"

8' -

0"

8

A11.309

A11.30

10

A11.30

2' - 7"5' - 8"2' - 7"

3' -

6"

4' -

6"

8' -

0"

10' - 9 1/2"

14

A11.30

8

A11.30

WINDOW FRAME TYPES

HARDWARE SETS

DOOR SCHEDULE

A. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OREFFORT. KEY LOCKING HARDWARE MAY BE USED ON THE MAIN ENTRANCE IF THERE IS A READILY VISIBLE, DURABLESIGN ON OR ADJACENT THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS."

B. DOOR OPERATING DEVICES SHALL BE LEVER OPERATED, PUSH TYPE OR U-SHAPED HANDLES PER ANSI A117.1

C. THE BOTTOM 10" OF ALL DOORS SHALL BE PROVIDED WITH A SMOOTH SURFACE TO ALLOW THE DOOR TO BE OPENEDWITH A WHEELCHAIR FOOTREST PER ANSI A117.1

C. THE BOTTOM 10" OF ALL DOORS SHALL BE PROVIDED WITH A SMOOTH SURFACE TO ALLOW THE DOOR TO BE OPENED WITH AWHEELCHAIR FOOTREST PER ANSI A117.1

D. EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED ON BOTH THE EXTERIOR AND INTERIOR SIDES AS NOTEDPER THE DOOR SCHEDULE.

DOOR FRAME TYPES

SE

E S

CH

ED

ULE

SEE SCHEDULE

SEE SCHEDULE

SE

E S

CH

ED

ULE

TYPE A TYPE B

0' -

2".

0' - 2". 0' - 2".

0' - 2". 0' - 2".

0' -

2".

DOOR TYPES

SE

E S

CH

ED

ULE

SEE SCHEDULE

SEE SCHEDULE

SE

E S

CH

ED

ULE

SEE SCHEDULE

SE

E S

CH

ED

ULE

TYPE A

EXTERIOR (INSULATED)FRAMED

TYPE B

EXTERIOR (INSULATED)FRAMED

TYPE C

INTERIORFRAMED

3' - 6"

4' -

6"

3' -

6"

8' -

0"

13

A11.30

10

A11.30

8

A11.30

SHEE

T NO

SHEE

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A1 A2 A4

A5 B1A6

NO. TYP.

DOOR FRAME

FIRERATING

HDWRSET REMARKSSIZE

THICK GLASS MATERIAL FINISH FRAME TYPEDETAIL

MATERIAL FINISHWIDTH HEIGHT HEAD JAMB JAMB

THRESHOLD

101 A 5' - 8" 7' - 10" 1 3/4" - ALUMINUM - A 1/A11.30 2/A11.30 2/A11.30 3/A11.30 HM CLR ANODIZED 0 HR SEE WINDOW FRAME TYPES102A A 3' - 0" 7' - 0" 1 3/4" NONE WOOD WD-1 B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM PT-1 0 HR REFER TO FINISH LEGEND ON SHEET A10.20102B A 3' - 0" 7' - 0" 1 3/4" NONE WOOD WD-1 B 1/A11.30 2/A11.30 2/A11.30 3/A11.30 HM PT-1 0 HR EXTERIOR DOOR (INSULATED)106A C 3' - 0" 7' - 0" 1 3/4" - WOOD WD-1 B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM PT-1 O HR REFER TO FINISH LEGEND ON SHEET A10.20107 A 3' - 0" 7' - 0" 1 3/4" NONE WOOD WD-1 B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM PT-1 0 HR REFER TO FINISH LEGEND ON SHEET A10.20108 A 3' - 0" 7' - 0" 1 3/4" NONE WOOD WD-1 B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM PT-1 0 HR REFER TO FINISH LEGEND ON SHEET A10.20109 C 3' - 0" 7' - 0" 1 3/4" - WOOD WD-1 B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM PT-1 O HR REFER TO FINISH LEGEND ON SHEET A10.20110 C 3' - 0" 7' - 0" 1 3/4" - WOOD WD-1 B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM PT-1 O HR REFER TO FINISH LEGEND ON SHEET A10.20111 C 3' - 0" 7' - 0" 1 3/4" - WOOD WD-1 B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM PT-1 O HR REFER TO FINISH LEGEND ON SHEET A10.20112 C 3' - 0" 7' - 0" 1 3/4" - ALUMINUM - B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM CLR ANODIZED 0 HR SEE WINDOW FRAME TYPES113 C 3' - 0" 7' - 0" 1 3/4" - ALUMINUM - B 4/A11.30 5/A11.30 5/A11.30 15/A11.30 HM CLR ANODIZED 0 HR SEE WINDOW FRAME TYPES

A3

Rev

Dat

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Des

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tion

1"1/

4"

R.O

.

FRAMED WALL

WALL SHEATHING(WHERE OCCURS)

CEMENT PLASTERO/ METAL LATHO/WATER-RESISTIVE BARRIER

SELF-ADHEREDFLEXIBLE FLASHING

CASING BEAD

1" X 3 1/2" CONT.WOOD NAILER

EXTEND GYP. BD. INTOFRAME 1/2" MIN.

HOLLOW METAL FRAME

SEALANT W/ BACKER ROD

SOFFIT DRIP EDGE

DOOR

3 1/2"

5 3/4" FRAME WIDTH

FR

AM

ED

OP

EN

ING

1/2"

FRAMED WALL

EXTEND GYPSUMBOARD INTO FRAME1/2" MIN.1" x 3 1/2" CONT.WOOD NAILER

HOLLOW METAL FRAME

5 3/4" FRAME WIDTH

DOOR

SEALANT W/ BACKER ROD

CASING BEAD

CORNER BEAD

7/8" CEMENT PLASTERO/METAL LATHO/WATER-RESISTIVE BARRIER


1" 1/4"

1/2"

R.O.

FRAMED OPENING

3 1/

2"


1/2"

MA

X.1/

2"

MATCH FRAME WIDTH

1/8"

MA

X.

1/2"

1/2"

MA

X.

DOOR

DOOR SWEEP

CONT. SEALANT

AL. OFFSET SADDLETHRESHOLD SET INSEALANT BED - SEEHARDWARE SCHEDULE

FLOOR FINISH-CARPETW/ PAD, TILE, ETC.SEE FINISH SCHEDULE

MORTAR BED WHEREOCCURS

ANCHOR TO SLAB PERMANUFACTURERSRECOMMENDATIONS

DOOR

DOOR SWEEP

JOINT WHERE OCCURS

CONT. SEALANT

AL. SADDLE THRESHOLDSET IN SEALANT BED - SEEHARDWARE SCHEDULE

FLOOR FINISH-CARPET(GLUE DOWN), VINYL,ETC., SEE FINISHSCHEDULE

ANCHOR TO SLAB PERMANUFACTURERSRECOMMENDATIONS

BEVEL1:2 MAX

JOINTWHEREOCCURS

BEVEL1:2 MAX

GYPSUM BOARD

FRAMED WALL

EXTEND GYP. BRD. INTOFRAME 1/2"

HOLLOW METAL FRAME

DOOR (SEE PLAN FORDOOR SWING)

1/2"

MIN

.

5/8"

2"

FR

AM

ED

OP

EN

ING

ADJACENT WALL WHEREOCCURS

EXTEND GYPSUM BOARDINTO FRAME 1/2" MIN.

HOLLOW METAL FRAME

JAMB ANCHORS

DOOR (SEE PLAN FORDOOR SWING)

GYPSUM BOARD

FRAMED WALL

FRAMED OPENING

1/2" MIN.

2" 5/8"

OF FRAME & WALL

GYPSUM BOARD

FRAMED WALL

EXTERIOR SHEATHING(WHERE OCCURS)

CEMENT PLASTERO/METAL LATHO/WATER RESISTIVE BARRIER

SOFFIT DRIP-EDGE

CASING BEAD

CORNER BEAD

SEALANT

SHIM AS REQUIRED

ALUMINUM STOREFRONTFRAME (CENTER GLAZEDSHOWN, SEE SPECS)

1" INSULATED GLAZING

1" x 4" CONT. NAILER

1"1/

4".

SE

E F

RA

ME

-TY

PE

SF

OR

R.O

. D

IME

NS

ION

S

R.O

.

FR

AM

ED

OP

EN

ING

SELF-ADHERED FLEXIBLEFLASHING

SEALANT AND BACKER ROD

OF FRAME & WALL

GYPSUM BOARD

FRAMED WALL

EXTERIOR SHEATHING(WHERE OCCURS)CEMENT PLASTER O/METAL LATH O/WATER RESISTIVE BARRIER

1" x 4" CONT. NAILER

CORNER BEAD

SEALANT (EACH SIDE)

SHIM AS REQUIRED



CORNER BEAD

CHASING BEAD1" 1/4".

R.O.

FRAMED OPENING

SELF-ADHERED FLEXIBLEFLASHING

SEE FRAME-TYPESFOR R.O. DIMENSIONS


OF FRAME & WALL


SEALANT (EACH SIDE)

SILL FLASHING SET INBED OF SEALANT

CORNER BEAD

SHIM AS REQUIRED

GYPSUM BOARD

FRAMED WALL


CEMENT PLASTER O/METAL LATH O/WATER RESISTIVE BARRIER

1/2"

.F

RA

ME

D O

PE

NIN

G

R.O

.

SLOPE FOR DRAINAGE

1 1/2" x 4" CONT. NAILER

CASING BEAD


CORNER BEAD

SE

E F

RA

ME

-TY

PE

SF

OR

R.O

. D

IME

NS

ION

S

SEALANT

.3/8

"

3/4" MIN.

FRAMED WALL

GYP. BOARD

SHIM AS REQUIRED

3/4" CONT. NAILER

CEILING WHERE OCCURS

CORNER BEAD TYP.

SEALANT & BACKER ROD

ALUMINUM CLOSUREPLATE

ALUMINUM STOREFRONT


3/4" MIN.

FR

AM

ED

OP

EN

ING

SE

E F

RA

ME

-TY

PE

SF

OR

R.O

. D

IME

NS

ION

S

R.O

.

.

3/8"

3/4"

MIN

.

FRAMED WALL

GYP. BOARD

SHIM AS REQUIRED

3/4" CONT. NAILER

CORNER BEAD TYP.

SEALANT & BACKER ROD

ALUMINUM CLOSUREPLATE

ALUMINUM STOREFRONT


3/4"

MIN

.

FRAMED OPENING


R.O.

(E) CONCRETE PANEL

FRAMED WALL

GYP. BOARD

3/8" CHAMFER

2"X8" STUDS

CORNER BEAD

SEALANT

SHIM

ALUMINUM STOREFRONTFRAME (FRONT GLAZEDSHOWN, SEE SPECS)

FRAMED OPENING

SEALANT


4' - 0" R.O.


2"X4" STUD

1/2" SCHLUTER DECO-SG


SHEATING

CASING BEAD

0' - 4"


OF FRAME & WALL

ALUMINUM STOREFRONTFRAME (FRONT GLAZEDSHOWN, SEE SPECS)

SEALANT (EACH SIDE)

SILL FLASHING SET INBED OF SEALANT

CORNER BEAD

SHIM AS REQUIRED

GYPSUM BOARD

FRAMED WALL


SIMULATED BRICK MASONRYO/ MORTAR BED

FR

AM

ED

OP

EN

ING

R.O

.

1 1/2" x 4" CONT. NAILER

CASING BEAD


SE

E F

RA

ME

-TY

PE

SF

OR

R.O

. D

IME

NS

ION

S

SEALANT

SEALANT AND BACKER ROD

PAPER BACKED METAL LATH

DRY STACK OR GROUTSEE SPECS

NOTES:1. 4" MIN. ABOVE GRADE, 2"MIN. ABOVE PAVEDSURFACES/HARDSCAPE, ORAS SPECIFIED BY LOCAL CODE

FRAMED WALL

INSULATION WHERE OCCURS

CONTINUOUS WEEP SCREED

4"



2X SILL PLATE

NOTES:1. 4" MIN. ABOVE GRADE, 2"MIN. ABOVE PAVEDSURFACES/HARDSCAPE, ORAS SPECIFIED BY LOCAL CODE

CONTINUOUS WEEP SCREED

2" PAVED SURFACE/HARDSCAPE

EXPANSION MATERIAL9"

26 GA CONT. METAL FLASHING

FRAMED WALL




2X SILL PLATE

CONTROL JOINT ACCESSORY

FRAMED WALL




FRAMED WALL


STUCCO CORNER AID

CONTINUE WEATHER BARRIERBEHIND CORNER AID



CARPET

RESILIENT FLOOR TO CARPET TRANSITION

1/8" RESILIENT FLOORING

CONCRETE SLAB

TILE TO RESILIENT FLOOR TRANSITION

CONCRETE SLAB

1/4"

- 1

/2" M

AX

.

ALUMINIUM TRANSITION STRIPBY SCHLUTER SYSTEMS 1/4" MAXVERTICAL CHANGE, 1/2" MAXVERTICAL CHANGE IF SLOPED AT1:2. (ACCESSIBLE COMPLIANT)

TILE

ALUMINIUM TRANSITION STRIPBY SCHLUTER SYSTEMS 1/4" MAX

VERTICAL CHANGE, 1/2" MAXVERTICAL CHANGE IF SLOPED AT

1:2. (ACCESSIBLE COMPLIANT)

1/4"

- 1

/2" M

AX

.

1/8" RESILIENT FLOORING

FRAMED WALL


CONTROL JOINT ACCESSORY

SHEATHING WHERE OCCURS

GYPSUM BOARD FINISH

GYPSUM BOARD EXPANSIONJOINT ACCESSORY


2X CONTINUOUS WOOD HEADER

7" EXTENDED PANEL

FINISHED FLOOR

BOTTOM OF FABRIC

9" STACKED PANEL

0' - 7"

0' - 9"

#5 TRACK

2X CONTINUOUS WOOD NAILER

GYPSUM BOARD

#8 X 2" RD. HD. SMS @ APPROX.10" O.C.

1 3/

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1 3/8" RECESS

1 1/

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1 1/2" x 5 1/2" CONTINUOUSWOOD NAILER

GYPSUM BOARD

EXISTING CONCRETE PANEL

7/8" x 1" WOOD STRIP

#8 BACK POST

#6 X 1/2" RD. HD. SMS

DRYWALL TAPE

FURRING CHANNEL

1 1/2" x 5 1/2" CONTINUOUSWOOD NAILER

FRAMED WALL

1' -

5"

5' - 2"

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IT

DET

AILS

3" = 1'-0"1H. M. FRAME @ HEAD

3" = 1'-0"2H. M. FRAME @ JAMB

3" = 1'-0"3DOOR THRESHOLD DETAIL

3" = 1'-0"4INTERIOR H. M. FRAME @ HEAD

3" = 1'-0"5INTERIOR H. M. FRAME @ JAMB

3" = 1'-0"8WINDOW HEAD DETAIL

3" = 1'-0"9WINDOW JAMB DETAIL

3" = 1'-0"10WINDOW SILL DETAIL

3" = 1'-0"11WINDOW HEAD DETAIL

3" = 1'-0"12WINDOW JAMB DETAIL

3" = 1'-0"13WDW JAMB AT EXIS CONC PANEL

3" = 1'-0"14WINDOW SILL DETAIL

3" = 1'-0"16DETAIL

3" = 1'-0"17DETAIL

3" = 1'-0"18CONTROL JOINT DETAIL

3" = 1'-0"19CORNER DETAIL

Rev

Dat

eR

evis

ion

Des

crip

tion

3" = 1'-0"15FLOORING TRANSITIONS

3" = 1'-0"20EXPANSION JOINT DETAIL

3" = 1'-0"6ACCORDION DR HEAD & FLR DETAIL

3" = 1'-0"7ACCORDION DOOR JAMB DETAIL

J-MOLD

FRAMED WALL



FURRING CHANNEL


4"

COLORSEAL PRE-COMPRESSED EXPANSIONJOINT SEALANT


FIELD APPLIED INJECTEDSEALANT (MIN. 3/4")

MIN

3/4

"

GYPSUM BOARD

2"X6" FRAMING

DRYWALL TAPE

J-MOLD

FRAMED WALL




COLORSEAL PRE-COMPRESSED EXPANSIONJOINT SEALANT


FIELD APPLIED INJECTEDSEALANT (MIN. 3/4")

GYPSUM BOARD

4"

MIN 3/4"

SHEE

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3" = 1'-0"4DETAIL

3" = 1'-0"5DETAIL

Rev

Dat

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evis

ion

Des

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library expansion a r c h i t e c t u r emyplace.frontier.com/~schellcreek1/wp library expansion -...

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