PPE EXPANSION south... · 1001 fannin street first city tower, suite 300 houston, tx 77002 phone:...

1001 FANNIN STREETFIRST CITY TOWER, SUITE 300HOUSTON, TX 77002

PHONE: (713) 622-1180FAX: (713) 622-7021

PHONE:FAX:

PHONE:FAX:

TENANTPLANT PROCESS GROUP2525 SOUTH SHORE BLVD, SUITE 410/420

PHONE: (281)-333-7700FAX: (281)-333-7703

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SION

AP.

rvt3/1

7/201

5 4:04

:38 P

M

03/17/2015R304433.01

A0.00

COVE

R SH

EET

PPE EXPANSION2525 SOUTH SHORE

ISSU

E FO

R PE

RMIT

, PRI

CING

& C

ONST

RUCT

ION

03/17

/2015

ANICO2600 SOUTH SHORE BLVDLEAGUE CITY, TX 77573

(713) 521-2090N/A

MEP ENGINEERT&D ENGINEERS, LLC738 HWY 6, SUITE 260HOUSTON, TX 77079

(713)- 933-1001N/A

SITE LOCATION

SECTION

GRADE/EARTH

CMU

BRICK

PRECAST CONCRETE

CAST/CUT STONE

NATURAL STONE

STEEL

ALUMINUM

BRASS/BRONZE

CONT. WOOD BLOCKING

GRAVEL

SAND

CONCRETE

DISCONT. WOOD SHIM

FINISHED WOOD

PLYWOOD

SPRAYED FIREPROOFING

BATT/BLANKET/ACOUS INSULATON

RIGID INSULATION

ROOF DECK INSULATION

EXTERIOR PLASTER & LATH

GYPSUM SHEATHING

GYPSUM WALLBOARD

BACKER ROD & SEALANT

ACOUS. CEILING

PLASITIC LAMINATE

CERAMIC/QUARRY TILE

JOINT FILLER

CARPET

GLASS/MIRROR

OR

ELEVATION

OR

NORTH ARROW

01/A-1.10

ENLARGE FLOOR PLAN REFERENCE

01A-7.20

ENLARGE DETAIL REFERENCE

01A-3.00

BUILDING SECTION

01A-3.20

WALL SECTION

01A-4.00

DETAIL SECTION

EXTERIOR ELEVATION

INTERIOR ELEVATION

11 3/4"

5"

DIMENSIONS

MATCHLINE

1 REVISION NUMBER & AFFECTED AREA

EXISTING ELEVATION

WINDOW TYPE

LEVEL NAME

0' - 0"VERTICAL ELEVATION

EX: 152' - 6"

NEW ELEVATION152' - 6"

A31

PARTITIONDESIGNATION

HOURLY "FIRERESISTIVE RATING"

22

ROOM NAME ROOM NAME & NUMBERINDENTIFICATION

PARTITION TYPERE: PARTITION SHEETS A-5.10 & A-5.11

1001A DOOR/OPENING IDENTIFICATION

1001

EXIT SIGN w/ CHEVRON(DIRECTIONAL ARROWS)

FLUORESCENTLIGHT FIXTURE

INCANDESCENTLIGHT FIXTURE

SYMBOLS DESCRIPTION

01A-4.00

OR

01A-2.00

01/A-1.13

01/A-1.14

09111.A02 -METAL STUDFRAMING

SPECIFICATIONSECTION

DESCRIPTION

KEYNOTE

N

01/A2.00

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:

1001 Fannin Street, Suite 300 | Houston, TX 77002 USAPhone 713.622.1180 | Fax 713.622.7021

www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:39 P

M

As indicated


03/17/2015

R304433.01

PROJECTINFORMATION,ABBREVIATIONS,SYMBOLS & LEGEND

A0.01

N/AVICINITY MAP 02

STOR STORAGESTRUCT STRUCTURE/STRUCTURALS/AD SUPPLY AIR DIFFUSERSUSP SUSPENDEDSW SWITCHSYN SYNTHETIC

TKBD TACKBOARDTEL TELEPHONETTC TELEPHONE TERMINAL

CABINETTV TELEVISIONTEMP TEMPEREDTRZO TERRAZZOTCOC TEXTURE COATING ON

CONCRETETHK THICK(NESS)THRES THRESHOLDTOC TOP OF CURBTOS TOP OF STEELTOSS TOP OF STRUCTURAL

SLABTRANS TRANSFORMERT TREADTYP TYPICAL

UL UNDERWRITERSLABORATORY

UofC UNIVERSITY OFCALIFORNIA

UNO UNLESS NOTEDOTHERWISE

UR URINAL

VAC VACUUMVERT VERTICALVEST VESTIBULEVCT VINYL COMPOSITE TILEVWC VINYL WALLCOVERING

WH WALL HUNGWC WATER CLOSETWR WATER RESISTANTWP WATERPROOF(ING)WT WEIGHTWWF WELD WIRE FABRICWF WIDE FLANGEW WIDTHWDW WINDOWW/ WITHW/I WITHINW/O WITHOUTWD WOODW.P. WORK POINTWI WROUGHT IRON

& ANDANGLE

@ ATCENTERLINE

[ CHANNEL/ PER

PLATEROUND/DIAMETERSQUARE

GR GRADE/GRADINGGMP GUARANTEED MAXIMUM

PRICEGD GUARDGYP. GYPSUM

HDCP HANDICAPPEDHDW HARDWAREHDWD HARDWOODHD HEADHVAC HEATING/VENTILATING/AIR

CONDITIONINGH HEIGHTHC HOLLOW COREHM HOLLOW METALHORIZ HORIZONTALHP HORSEPOWERHB HOSE BIBBHR HOURHYD HYDRANT

INCAND INCANDESCENTIN INCHINCL INCLUDEINFO INFORMATIONID INSIDE DIAMETERIPS INSIDE PIPE SIZEINSUL INSULATION/INSULATINGINT INTERIOR

JAN JANITORJT JOINTJST JOIST

LAM LAMINATE(D)LAV LAVATORYLH LEFT HANDLGTH LENGTHLV LEVELLT LIGHTLWT LIGHTWEIGHTLWC LIGHTWEIGHT CONCRETELIN LINEARLL LIVE LOAD

MACH MACHINEMAINT MAINTENANCEMH MANHOLEMFR MANUFACTURERMAS MASONRYMO MASONRY OPENINGMATL MATERIALMAX MAXIMUMMECH MECHANICALMEP MECHANICAL,

ELECTRICAL, PLUMBINGMEMB MEMBRANEMTL METALML METAL LATHMIN MINIMUMMISC MISCELLANEOUSMR MOISTURE RESISTANTMTD MOUNTEDMTG MOUNTINGMULL MULLION

NRC NOISE REDUCTIONCOEFFICIENT

NOM NOMINALNIC NOT IN CONTRACTNTS NOT TO SCALENO. or # NUMBER

OFF OFFICEOC ON CENTER(S)OPNG OPENINGOP OPERABLE PARTITIONOPP OPPOSITEOPH OPPOSITE HANDO/A OUTSIDE AIROD OUTSIDE DIAMETEROA OVERALLORD OVERFLOW ROOF DRAINOH OVERHEADOFCI OWNER FURNISHED,

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED,

OWNER INSTALLED

PTD PAINTEDPR PAIRPNL PANELPRKG PARKINGPART PARTITIONPVMT PAVEMENTPVG PAVINGPERF PERFORATEDPLAST PLASTERPLAS PLASTICPLBG PLUMBINGPLWD PLYWOODPOL POLISHEDPVC POLYVINYL CHLORIDEPCT PORCELAIN CERAMIC TILEPCP PORTLAND CEMENT

PLASTERPCF POUNDS PER CUBIC

FOOT/FEETPSF POUNDS PER SQUARE

FOOT/FEETPSI POUNDS PER SQUARE

INCHP/C PRECASTPFP PREFINISHED PANELP.L. PROPERTY LINE

QTY QUANTITYQT QUARRY TILE

RAD RADIUSRECEP RECEPTACLERECEPT RECEPTIONREC RECESSEDRECOM RECOMMENDATIONRE: REFER TORCP REFLECTED CEILING PLANREG REGULATIONREINF REINFORCEDREBAR REINFORCING BARREQD REQUIREDRES RESILIENTRET RETURNR/A RETURN AIRR/AG RETURN AIR GRILLEREV REVISIONRH RIGHT HANDROW RIGHT OF WAYR RISERRD ROOF DRAINRFG ROOFINGRM ROOM

SCHED SCHEDULESECT SECTIONSHTHG SHEATHINGSHT SHEETSHLV SHELVES/SHELVINGSIM SIMILARSC SOLID CORESTC SOUND TRANSMISSION

COEFFICIENTSPEC SPECIFICATIONSQ SQUARESF SQUARE FOOT/FEETSTAB STABILIZE(D)SSTL STAINLESS STEELSTD STANDARDSTA STATIONSTL STEEL

AFF ABOVE FINISH FLOORAP ACCESS PANELACOUS ACOUSTICALADJ ADJACENTADJUST ADJUSTABLEAGG AGGREGATEA/C AIR CONDITIONINGAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMAB ANCHOR BOLTANOD ANODIZEDAPPROX APPROXIMATELYARCH ARCHITECT(URAL)ASPH ASPHALTATN ATTENUATION /

ATTENUATINGAV AUDIO VISUALAUTO AUTOMATICAUX AUXILIARYAVE AVENUEAVG AVERAGE

B-B BACK TO BACKB&B BALLED AND BURLAPPEDBSMT BASEMENTBM BEAMBRG BEARINGB.M. BENCH MARKBTW BETWEENBLK BLOCKBLKG BLOCKINGBD. BOARDB/F BOTH FACESBOT BOTTOMBRKT BRACKETBLDG BUILDINGBUR BUILT UP ROOF(ING)

CAB CABINETC.O. CASED OPENINGCSMT CASEMENTCIP CAST IN PLACECI PIPE CAST IRON PIPECB CATCH BASINCLG CEILINGCEM CEMENTCTR CENTERC-C CENTER TO CENTERCT CERAMIC TILECKBD CHALKBOARDCLR CLEAR(ANCE)CCTV CLOSED CIRCUIT

TELEVISIONCL CLOSETCFMF COLD FORMED METAL

FRAMINGCOL COLUMNCOMP COMPOSITIONCOMPRES COMPRESSIBLECONC CONCRETECMU CONCRETE MASONRY

UNITCOND CONDITIONCONF CONFERENCECONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCFCI CONTRACTOR

FURNISHED,CONTRACTOR INSTALLED

CJ CONTROL JOINTCG CORNER GUARDCORR CORRIDORCORRU CORRUGATEDCNTR COUNTERCTSK COUNTERSINKCU FT CUBIC FOOT/FEETCU YD CUBIC YARDC CURB

DMPFG DAMP PROOFINGDL DEAD LOADDEFL DEFLECTIOND DEPTHDTL DETAILDIAG DIAGONALDIA DIAMETERDIM DIMENSIONDISC DISCONNECTDISP DISPENSERDR DOORDBL DOUBLEDN DOWNDS DOWNSPOUTDWG DRAWINGDF DRINKING FOUNTAINDWC DRYWALL FURRING

CHANNEL

EA EACHEW EACH WAYESR ELASTIC SHEET ROOFINGELAS ELASTIC/ELASTOMERICEWC ELECTRIC WATER

COOLEREWH ELECTRIC WATER HEATERELEC ELECTRICALEL ELEVATIONELEV ELEVATOREMER EMERGENCYEQ EQUALEQUIP EQUIPMENTEXH EXHAUST(E) / EXIST EXISTINGEXPAN EXPANSIONEJ EXPANSION JOINTEP EXPLOSION PROOFEXP EXPOSEDEXT EXTERIOREFOB EXTERIOR FACE OF

BUILDING

FM FACTORY MUTUALFCU FAN COIL UNITFIN FINISH/FINISHEDFA FIRE ALARMFC FIRE CODEFEC FIRE EXTINGUISHER

CABINETFHC FIRE HOSE CABINETFH FIRE HYDRANTFVC FIRE VALVE CABINETFRPF FIREPROOFFIXT FIXTUREFLSHG FLASHINGF.P.W. FLOOD PROTECTIONFLR FLOORFD FLOOR DRAINFLRG FLOORINGFL FLOW LINEFLUOR FLUORESCENTFSEC FOOD SERVICE

EQUIPMENTCONTRACTOR

FT FOOT/FEETFTG FOOTINGFS FULL SIZEFURN FURNISH(ED)FURR FURRED/FURRING

GA GAGEGAL GALLONGALV GALVANIZEDGI GALVANIZED IRONGEN GENERALGC GENERAL CONTRACTORGL GLASS/GLAZING

21N/AABBREVIATIONS 1" = 1'-0"MATERIAL INDICATIONS 16 1 1/2" = 1'-0"SYMBOLS LEGEND 11

PROJECT NAME: PPE EXPANSION- TENANT BUILDOUT

PROJECT LOCATION: 2525 SOUTH SHORE BLVD-SUITE 410/420

PROJECT AREA: SUITE 410/420

PROJECT DESCRIPTION: INTERIOR BUILDOUT

MORRIS ARCHITECTS NO: R304433.01

OCCUPANCY GROUP: B- BUSINESS

OCCUPANCY LOAD: 100SF/OCC = 25 TOTAL OCCUPANTS

TYPE OF CONSTRUCTION: TYPE II-A

EXTENT OF FIRE SPRINLERS: SPRINKLERED

NUMBER OF STORIES: 4 FLOORS

APPLICABLE CODES AND ORDINANCES

INTERNATIONAL BUILDING CODE, 2006 EDITIONINTERNATIONAL EXISTING BUILDING CODE, 2006 EDITIONNFPA 101 LIFE SAFETY CODEINTERNATIONAL MECHANICAL CODE, 2006 EDITIONINTERNATIONAL PLUMBING CODE, 2006 EDITIONNATIONAL ELECTRICAL CODE (NEC) 2005 EDITIONINTERNATIONAL FIRE PREVENTION CODE, 2006 EDITIONCODES MODIFIED BY CITY ORDINANCES- CHAPTER 22 BUILDINGS AND BUILDING REGULATIONSTEXAS ACCESIBILITY STANDARDS

*FIRE ALARMS AND SPRINKLER SYSTEMS TO BE PERMITTED SEPERATELY*

SHEET INDEXSHEET NO. SHEET NAME

ARCHITECTURALA0.00 COVER SHEETA0.01 PROJECT INFORMATION, ABBREVIATIONS, SYMBOLS &

LEGENDA0.02 2012 TEXAS ACCESSIBILITY STANDARDSA0.03 2012 TEXAS ACCESSIBILITY STANDARDSLS1.01 LIFE SAFETY LEVEL 1A1.00 DEMOLITION PLANA1.10 DEMO REFLECTED CEILING PLANA1.20 FLOOR PLAN/FINISH PLANA1.60 NEW REFLECTED CEILING PLANA1.80 POWER/DATA PLANA5.10 PARTITION TYPESA5.20 DOOR SCHEDULE & DETAILSA6.00 MILLWORK ELEVATIONS/SECTIONS & DETAILSMEPMEP0.04 MEP LEGENDS, NOTES & SYMBOLSM1.04 MECHANICAL PLANM2.04 MECHANICAL SPECS & SCHEDULESM3.04 MECHANICAL DETAILSE0.04 FIRE ALARM PLANE1.04 ELECTRICAL POWER PLANE2.04 ELECTRICAL LIGHTING PLANE3.04 ELECTRICAL ONE-LINE, DETAILS & SCHEDULESE4.04 ELECTRICAL SPECSP1.04 PLUMBING PLANP2.04 PLUMBING RISER & SCHEDULES

SITE LOCATION

N/AAREA MAP 01

N/ACODE ANALYSIS 03

N/ASHEET INDEX 04

1 03/7/2015 ISSUE FOR PERMIT AND BID &CONSTRUCTION

FIGURE 308.2.1UNOBSTRUCTED

FORWARD REACH

FORWARD OR SIDE REACH AGES 3 AND 4 AGES 5 THROUGH 8 AGES 9 THROUGH 12

HIGH ( MAXIMUM) 36 in. (915 mm) 40 in. (1015 mm) 44 in. (1120 mm)

LOW (MINIMUM) 20 in. (510 mm) 18 in. (455 mm) 16 in. (405 mm)

CHILDREN'S REACH RANGES

FIGURE 308.2.2OBSTRUCTED HIGHFORWARD REACH

FIGURE 308.3.1UNOBSTRUCTED SIDE

REACH

(a)

(b)

FIGURE 308.3.2UNOBSTRUCTED HIGH SIDE

REACH

(a)

(b)

48" M

AX.

20" MAX.

44" M

AX.

>20" - 25" MAX.

15" M

IN. 48

" MAX

.

10" MAX.

15" M

IN.

48" M

AX.

10" MAX.

34" M

AX.

48" M

AX.

>10" - 24" MAX.

34" M

AX.

46" M

AX.

(a)NEW CONSTRUCTION

(b)EXCEPTION 1

(c)EXCEPTION 2

15 SQ. FT. MIN.

FIG. 408.4.1LIMITED-USE/LIMITED-APPLICATION (LULA)

ELEVATOR CAR DIMENSIONS

42" MIN

32" MIN.

54" M

IN.

51" MIN.

36" MIN.

51" M

IN.

36" MIN.

54" M

IN.

FIG. 409.4.6.2LOCATION OF PRIVATE RESIDENCE

ELEVATOR CONTROL PANEL

12" M

IN.

LIFT

MECH

ANIS

M

PLATFORM

FIG. 410.6PLATFORM LIFT DOORS AND GATES

42" M

IN.

32" MIN.

FIG 502.2VEHICLE PARKING SPACES

FIG 502.3PARKING SPACE ACCESS AISLE

AREA TO BE MARKED

(a)CAR

(b)VAN

132" MIN.96" MIN.

FULL

LENG

HT O

F PA

RKIN

G SS

PACE

60" MIN.

FIG 503.3PASSENGER LOADING ZONE

ACCESS AISLE

CURB LINE

AREA TO BEMARKED

VEHICLE PULL-UP SPACE

FULL LENGTH OF

60" M

IN.

(a)RADIUS OF TREAD EDGE

(TYPICAL FOR ALL PROFILES)

RADIUS 1/2"MAX.

(b)ANGLED RISER

(c)CURVED NOSING

(d)BEVELED NOSING

FIG. 504.5STAIR NOSINGS

30° MAX.

1 1/2" MAX. 1 1/2" MAX.

(a)STAIRS

(b)RAMPS

(c)WALKING SURFACE

FIG. 505.4HANDRAIL HEIGHT

FIG. 505.5HANDRAIL CLEARANCE

FIG. 505.6HORIZONTAL PROJECTIONS BELOW

GRIPPING SURFACE

(a) (b)

FIG. 505.7.2HANDRAIL NON-CIRCULAR CROSS SECTION

4" - 6 1/4" PERIMETER

FIG. 505.10.1TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS

FIG. 505.10.2TOP HANDRAIL EXTENSION AT STAIRS

FIG. 505.10.3BOTTOM HANDRAIL EXTENSION AT STAIRS

NOTE: X = TREAD DEPTH

34" -

38"

34" -

38"

34" -

38"

1 1/2" MIN.

1 1/

2" M

IN.

2 1/4" MAX.

2 1/4" MAX.

12" MIN.

12" MIN.

12" MIN.

X

X

FIG. 602.5DRINKING FOUNTAIN SPOUT

LOCATION

NOTE: 602.4 SPOUT HEIGHTSPOUT OUTLETS SHALL BE 36"INCES MAXIMUM ABOVE THEFINISH FLOOR OR GROUND

5" MAX. 15" MIN.

FIG. 604.5.1SIDE WALL GRAB BAR AT WATER CLOSETS

(a)WHEELCHAIR ACCESSIBLE

WATER CLOSETS

(b)AMBULATORY ACCESSIBLE

WATER CLOSETSFIG. 604.2

WATER CLOSET LOCATION

FIG. 604.3.1SIZE OF CLEARANCE AT WATER CLOSET

FIG. 604.5.2REAR WALL GRAB BAR AT WATER CLOSETS

TRANSFERSIDE

FIG. 604.7DISPENSER OUTLET LOCATION

(a)ADULT WALL HUNG

WATER CLOSET

FIG. 604.8.1.1SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

ALTERNATEDOOR

LOCATION

FIG. 604.8.1.2WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS

(a)ELEVATION

ADULT

(b)ELEVATIONCHILDREN

(c)PLAN

FIG. 604.8.1.4WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE

FIG. 604.8.2AMBULATORY ACCESSIBLE TOILET COMPARTMENT

11 TO 12 IN.(280 TO 305 MM)

12 TO 15 IN.(305 TO 380 MM.)

15 TO 17 IN.(380 TO 430 MM.)

18 TO 20 IN.(280 TO 305 MM.)

20 TO 25 IN.(510 TO 635 MM.)

25 TO 27 IN.(635 TO 685 MM.)

14 IN. (355 MM.) 14 TO 17 IN.(355 TO 430 MM.)

17 TO 19 IN.(430 TO 485 MM.)

WATER CLOSET CENTERLINE

TOILET SEAT HEIGHT

GRAB BAR HEIGHT

DISPENSER HEIGHT

AGES 3 & 4 AGES 5THROUGH 8

AGES 9THROUGH 12

12 IN. (305 MM.)12 TO 15 IN.(305 TO 380 MM.)

15 TO 18 IN.(380 TO 455 MM.)

ADVISORY SPECIFICATIONS FOR WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12

FIG. 604.3.2(EXCEPTION) OVERLAP OF WATER CLOSET

CLEARANCE IN RESIDENTIAL DWELLING

NOTE: 604.4 SEATSTHE SEAT HEIGHT OF A WATER

CLOSET ABOVE THE FINISHFLOOR SHALL BE 17 INCESMINIMUM AND 19 INCHES

MAXIMUM MEASURED TO THETOP OF THE SEAT. SEATS SHALLNOT BE SPRUNG TO RETURN TO

A LIFTED POSITION.

PARTITIONPARTITION

12" MAX. 42" MIN.

54" MIN.

16" - 18"

17" - 19"

56" M

IN.

60" MIN.

12" MIN.24" MIN.

36" MIN.

7" - 9"

15" M

IN.

48" M

AX.

59" M

IN.

60" MIN.

56" M

IN.

60" MIN.

4" MAX.

4" M

AX.

42" M

IN.

6" MIN.

9" M

IN.

6" MIN.

12" M

IN.

6" MIN.6"

MIN

.

35" - 37"

66" M

IN.

60" MIN.

18" MIN.

FIG. 605.2HEIGHT AND DEPTH OF URINALS

(a)WALL HUNG TYPE

(b)STALL TYPE

13 1/2" MIN.

17" M

AX.

13 1/2" MIN.

CONTROLENDWALL

BACK WALL

HEADENDWALL

BACK WALL

CONTROLENDWALL

HEADENDWALL

(a)REMOVABLE IN-TUB SEAT

(b)PERMANENT SEAT

FIG. 607.2CLEARANCE FOR BATHTUBS

CONTROLENDWALL

BACKWALL

HEADENDWALL

(b)PLAN

(a)ELEVATION

FIG. 607.4.2GRAB BARS FOR BATHTUBS WITH REMOVABLE IN-TUB SEATS

CONTROLEND WALL

FIG. 607.5BATHTUB CONTROL LOCATION

30" M

IN.

OF BATHTUB

LENGTH

30" M

IN.

LENGTH OF BATHTUB

12" MIN.

8" - 1

0"

33" -

36"

12" M

IN.

24" MAX.24" MIN.

12" MAX.

24" M

IN.

NOTE: INSIDE FINISHED DIMENSIONS ME ASUREDAT THE CENTER POINTS OF OPPOSING SIDES

SEAT WALL

BACK WALL

CONTROL WALL

FIG. 608.2.1TRANSFER TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

BACK WALL

SIDEWALL

SIDEWALL

NOTE: INSIDE FINISHED DIMENSIONS ME ASUREDAT THE CENTER POINTS OF OPPOSING SIDES

FIG. 608.2.2STANDARD ROLL-IN TYPE SHOWER


BACK WALL

SIDEWALL

SIDEWALL

FRONTWALL

NOTE: INSIDE FINISHED DIMENSIONS MEASUREDAT THE CENTER POINTS OF OPPOSING SIDES

FIG. 608.2.3ALTERNATE ROLL-IN TYPE SHOWER


BACKWALL

SEATWALL

CONTROL WALL

FIG. 608.3.1GRAB BARS FOR

TRANSFER TYPE SHOWERS

SIDEWALL SIDE

WALL

BACK WALL

(a)WITHOUT SEAT

BACK WALL

SIDEWALL

SIDEWALL

(b)WITH SEAT

BACK WALL

FRONTWALL

SIDEWALL

FIG. 608.3.2GRAB BARS FOR STANDARD

ROLL-IN TYPE SHOWERS

FIG. 608.3.3GRAB BARS FOR ALTERNATE

ROLL-IN TYPE SHOWERS

FIG. 608.5.1TRANSFER TYPE SHOWER

COMPARTMENT CONTROL LOCATION

CAN BE LOCATED ONANY WALL OF SHOWER

(a)WITHOUT SEAT

BACKWALL

(b)WITH SEAT

FIG. 608.5.2STANDARD ROLL-IN TYPE SHOWER

COMPARTMENT CONTROL LOCATION

(b)WITH SEAT

(ELEVATION)

(a)WITH SEAT

(ELEVATION)

FRONT WALL

SIDEWALL

BACK WALL

SIDEWALL

SIDEWALL

SIDEWALL

BACK WALL

(c)WITHOUT SEAT

(PLAN)

(d)WITH SEAT

(PLAN)FIG. 608.5.3

ALTERNATE ROLL-IN TYPE SHOWERCOMPARTMENT CONTROL LOCATION

36".

36".

36" M

IN.

48" MIN.

60" MIN.

30" M

IN.

30" M

IN.

36" MIN.

60" MIN.

36".

18".

6" MAX.

6" M

AX.

6" MAX.

6" M

AX.

6" MAX.

6" M

AX.

6" MAX.6" MAX.

6" M

AX.

15" MAX.

38" M

IN.

48" M

AX.

48" M

AX.

27" MAX.

48" M

AX.

27" MAX.

48" M

AX.

15" MAX.

48" M

AX.

(a) (b)FIG. 609.2.2

GRAB BAR NON-CIRCULAR CROSS SECTION

4" - 4.8" PERIMETER

(a)PROJECTING OBJECTS

(b)RECESSED OBJECTSFIG. 609.3

SPACING OF GRAB BARS

2" MAX.

2" MAX.

1 1/2"

MIN

.12

" MIN

.

(b)L-SHAPED

(a)RECTANGLE

FIG. 610.3EXTENT OF SEAT

FIG. 610.3.1RECTANGULAR SHOWER SEAT

SEATWALL

(a)SIZE

SEATWALL

(b)DISTANCE FROM WALL

SEATWALL

FIG. 610.3.2L-SHAPED SHOWER SEAT

3" M

AX.

3" M

AX.

2 1/2" MAX.

15" - 16"

1 1/2"

MAX

.

15" - 16"

22" - 23"

14" -

15"

1 1/2"

MAX

.

2 1/2" MAX.

FIG. 703.4.1HEIGHT OF TECTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND

FIG. 703.7.2INTERNATIONAL SYMBOLS

FIG. 703.7.2.2INT. SYMBOL OF TTY

FIG. 703.7.2.4INT. SYMBOL OF ACCESS FOR

HEARING LOSS

FIG. 703.7.2.1PROPORTIONS INT. SYMBOL OF

ACCESSIBILITY

FIG. 703.7.2.3VOLUME CONTROL TELEPHONE

AREA OFREFUGE

AREA OFREFUGE

MEN

FIG. 703.6.1PICTOGRAM FIELD

HEIGHT TO FINISH FLOOR OR GROUNDFROM BASELINE OF CHARACTER

HORIZONTAL VIEWINGDISTANCE MINIMUM CHARACTER HEIGHT

40 IN. (1015MM) TO LESS THANOR EQUAL TO 70 IN.(1780 MM)

LESS THAN 72IN. (1830 MM) 5/8 IN. (16 MM)

40 IN. (1015 MM) TO LESS THAN OREQUAL TO 70 IN. (1780 MM)

72 IN. (1830 MM)AND GREATER

5/8 IN (16 MM), PLUS 1/8 IN. (3.2 MM)PER FOOT (305 MM) OF VIEWINGDISTANCE ABOVE 72 IN. (1830 MM)

GREATER THAN 70 IN (1780 MM) TO LESSTHAN OR EQUAL TO 120 IN (3050 MM)

LESS THAN 180IN (5470 MM) 2 IN (51 MM)

GREATER THAN 70 IN. (1780 MM) TOLESS THAN OR EQUAL TO 120 IN (3050 MM)

180 IN. (4560 MM)AND GREATER

2 IN. (51 MM), PLUS 1/8 IN. (3.2 MM)PER FOOT (3-5 MM) OF VIEWINGDISTANCE ABOVE 180 IN. (4570 MM)

GREATER THAN 120 IN. (3050 MM) LESS THAN 21FEET (6400 MM) 3 IN. (75 MM)

HORIZONTALVIEWING DISTANCE

3 IN. (75 MM), PLUS 1/8 IN. (3.2 MM) PERFOOT 305 MM) OF VIEWING DISTANCEABOVE 21 FEET (6400 MM)

GREATER THAN 120 IN. (3050 MM)

TABLE 703.5.5 VISUAL CHARACTER HEIGHT

FIG. 703.4.2LOCATION OF TACTILE SIGNS AT DOORS

CENTERED ONTACTILECHARACTERS

48" M

IN.

60" M

AX.

6" M

IN.

18" MIN.

18" M

IN.

45°

FIG. 704.2.1.1PARALLELAPPROACH

TO TELEPHONE

FIG. 704.2.1.2FORWARDAPPROACH

TO TELEPHONE

10" M

AX.

20" M

AX.

FIG. 802.1.2WIDTH OF WHEELCHAIR SPACES IN ASSEMBLY AREAS

(a)SINGLE SPACE

(b)TWO SPACES

(b)SIDE ENTRY

(a)FRONT OR REAR

ENTRYFIG. 802.1.3

DEPTH OF WHEELCHAIR SPACES IN ASSEMBLY AREAS

NOTE: 802.3COMPANION SEAT SHALL COMPLY

WITH 802.348

" MIN

.

60" M

IN.

36" MIN. 33" MIN. 33" MIN.

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:42 P

M

1/4" = 1'-0"


03/17/2015

R304433.01

2012 TEXASACCESSIBILITYSTANDARDS

A0.02 1/4" = 1'-0"308 REACH RANGES1 01

1/4" = 1'-0"408 LIMITED-USE ELEVATORS1 03

1/4" = 1'-0"409 PRIVATE RESIDENCE ELEVATORS1 04

1/4" = 1'-0"410 PLATFORM LIFTS1 05

1/4" = 1'-0"502 PARKING SPACES1 06

1/4" = 1'-0"503 PASSENGER LOADING ZONES1 07

1/4" = 1'-0"504 STAIRWAYS1 08 1/4" = 1'-0"505 HANDRAILS1 13

1/4" = 1'-0"602 DRINKING FOUNTAINS1 09

1/4" = 1'-0"604 TOILET AND BATHING ROOMS1 11

1/4" = 1'-0"605 URINALS1 20

1/4" = 1'-0"607 BATHTUBS1 18

1/4" = 1'-0"608 SHOWER COMPARTMENTS1 21

1/4" = 1'-0"609 GRAB BARS1 23

1/4" = 1'-0"610 SEATS1 24

1/4" = 1'-0"703 SIGNS1 28

1/4" = 1'-0"704 TELEPHONES1 25 1/4" = 1'-0"802 WHEELCHAIR SPACES1 30


104.1 Dimensions. Dimensions that are not stated as "maximum" or "minimum" are absolute.

104.1.1 Construction and Manufacturing Tolerances. All dimensions are subject toconventional industry tolerances except where the requirement is stated as a range withspecific minimum and maximum end points.

104.2 Calculation of Percentages. Where the required number of elements or facilities to beprovided is determined by calculations of ratios or percentages and remainders or fractionsresult, the next greater whole number of such elements or facilities shall be provided. Wherethe determination of the required size or dimension of an element or facility involves ratios orpercentages, rounding down for values less than one half shall be permitted.

104.3 Figures. Unless specifically stated otherwise, figures are provided for informationalpurposes only.

DOMINANT DIRECTION OFTRAVEL

FIG. 302.2CARPET PILE HEIGHT

FIG. 302.3ELONGATED OPENINGS IN FLOOR OR

GROUND SURFACES

1/2" M

AX.

1/2" MAX.

LONG

DIM

ENSI

ON P

ERPE

NDIC

ULAR

TO

DOMI

NANT

DIR

ECTIO

N OF

TRA

VEL

1

2

FIG. 303.3BEVELED CHANGE IN LEVEL

FIG. 303.2VERTICAL CHANGE IN LEVEL

1/4" M

AX.

1/4".

1/4".

1/2".

FIG. 304.3.2T-SHAPED TURNING

SPACE

60" MIN.

36" M

IN.

24" M

IN.

36" MIN.

12" MIN.

36" M

IN.

24" M

IN.

12" MIN.

FIG. 305.3CLEAR FLOOR OR GROUND SPACE

FIG. 305.5POSITION OF CLEAR FLOOR OR GROUND SPACE

(a)FORWARD

(b)PARALLEL

FIG. 305.7.1MANEUVERING CLEARANCE IN AN ALCOVE,

FORWARD APPROACH

FIG. 305.7.2MANEUVERING CLEARANCE IN AN ALCOVE,

PARALLEL APPROACH

48" MIN.

30" M

IN.

30" M

IN.

48" MIN.48" M

IN.

30" MIN.

36" MIN. 60" MIN.

X > 2

4"

X > 1

5"

FIG. 306.2TOE CLEARANCE

(a)ELEVATION (b)

PLAN

FIG. 306.3KNEE CLEARANCE

(a)ELEVATION

(b)PLAN

30" M

IN.

30" M

IN.

8" MIN.

27" M

IN.

11" MIN.

9" M

IN.

9"

6" MAX.17" - 25"

25" MAX.

FIG. 307.4VERITCAL CLEARANCE

FIG. 307.2LIMITS OF PROTRUDING

OBJECTS

FIG. 307.3POST-MOUNTED PROTRUDING OBJECTS

(a) (b)

27" M

AX

X < 8

0"

4" MAX.

X >

27"

X ≥

80"

27" -

80"

12" MAX. 12" MAX.

27" M

AX. 80

" MIN

.

X > 12"

X > 12"

FIG. 403.5.2CLEAR WIDTH AT TURN

(a)180 DEGREE TURN

(b)180 DEGREE TURN

(EXCEPTION)

FIG. 403.5.1CLEAR WIDTH OF AN ACCESSIBLE ROUTE

60" M

IN.

36" MIN. 36" MIN.X < 48"

48" M

IN.

42" MIN. 42" MIN.

X < 48"

48" MIN.24" MAX. 24" MAX.

32" M

IN.

36" M

IN.

32" M

IN.

36" M

IN.

(c)FOLDING DOOR

(b)SLIDING DOOR

(a)HINGED DOOR

FIG. 404.2.3CLEAR WIDTH OF DOORWAYS

(a)FRONT APPROACH, PULL SIDE

(b)FRONT APPROACH, PUSH SIDE

(c)FRONT APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

(d)HINGE APPROACH, PULL SIDE

(e)HINGE APPROACH, PULL SIDE

(f)HINGE APPROACH, PUSH SIDE

FIG. 404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES

(g)HINGE APPROACH, PUSH SIDE, DOOR

PROVIDED WITH BOTH CLOSER AND LATCH

(h)LATCH APPROACH, PULL SIDE

(i)LATCH APPROACH, PULL SIDE, DOOR

PROVIDED WITH CLOSER

(j)LATCH APPROACH, PUSH SIDE,

(k)LATCH APPROACH, PUSH SIDE,DOOR PROVIDED WITH CLOSER

(a)FRONT APPROACH

(b)SIDE APPROACH

(c)PCKET OR HINGE APPROACH

(e)STOP OR LATCH APPROACH

FIG. 404.2.4.2MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DORS, GATES, AND FOLDING DOORS

(a)PULL SIDE

(b)PUSH SIDE

(c)PUSH SIDE, DOOR PROVIDED WITH

BOTH CLOSER AND LATCH

FIG. 404.2.4.3MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES

(a)

(b)

(c)

FIG. 404.2.6DOORS IN SERIES AND GATES IN SERIES

32" MIN.

90°

32" MIN.

32" MIN.

60" M

IN.

18" MIN. 60" M

IN.

36" MIN.48" M

IN.

42" M

IN.

48" M

IN.

12" MIN.

54" M

IN.

42" MIN.22" MIN.

48" M

IN.

22" MIN.

48" M

IN.

24" MIN.

54" M

IN.

24" MIN. 24" MIN.

42" M

IN.

24" MIN.

48" M

IN.

48" M

IN.

22" MIN. 42" M

IN.

24" MIN.42" M

IN.

18" MIN.

X >

8"

60" M

IN.

X >

8"

48" M

IN.

48" M

IN.

X > 8

"

12" MIN.

48" MIN.

48" MIN.

48" MIN.

LANDING LANDINGRAMP RUN RAMP RUN

RAMP RUN

LANDING

(a)STRAIGHT

(b)CHANGE IN DIRECTION

FIG. 405.7RAMP LANDINGS

FIG. 405.9.2CURB OR BARRIER EDGE PROTECTION

FIG. 405.9.1EXTENDED FLOOR OR GROUNDSURFACE EDGE PROTECTION

60" MIN. 60" MIN.

AT LE

AST

AS W

IDE

AS R

AMP

RUN

60" MIN.

60" M

IN.

X < 4

"

12" MIN. 12" MIN.

201

ADJOININGSURFACE MAXIMUMSLOPE

CURB RAMP SLOPE

FIG. 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS FIG. 406.3 SIDES OF CURB RAMPS

FIG. 406.4 LANDINGS AT THE TOP OF CURB RAMPS

SLOPESLOPE

FLARED SIDES 1:10 MAX SLOPE

FIG. 406.6DIAGONAL OR CORNER TYPE CURB RAMPS

(b)CURB RAMP AT ISLAND

(a)CUT THROUGH AT ISLAND

FIG. 406.7ISLANDS IN CROSSINGS

AS CURB RAMPAT LEAST AS WIDE

36" M

IN.

24" MIN.

24" MIN.

48" MIN.

36" MIN.

48" M

IN.

FIG. 407.2.2.2VISIBLE HALL SIGNALS

2

C

2C1

1

FIG. 407.2.3.1FLOOR DESIGNATIONS ON JAMBS

OF ELEVATOR HOISTWAYENTRANCES

FIG. 407.2.3.2CAR DESIGNATIONS ON JAMBS OF

DESTINATION-ORIENTEDELEVATOR HOISTWAY ENTRANCES

(a)CENTERED DOOR

(b)SIDE (OFF-CENTERED) DOOR

(c)ANY DOOR LOCATION

(d)ANY DOOR LOCATION

(e)EXCEPTION

EXISTING ELEVATOR CAR CONFIGURATION

16 SQ. FT. MIN.

FIG. 407.4.1ELEVATOR CAR DIMENSIONS

2 1/2"

MIN

.72

" MIN

.

2 1/2"

MIN

.

2" M

IN.

2" M

IN.

80" MIN.

42" MIN.

51" M

IN.

54" M

IN.

68" MIN.

51" M

IN.

54" M

IN.

36" MIN.

54" MIN.

36" MIN.

80" M

IN.

60" MIN.

36" MIN.

60" M

IN.

36" MIN.

36" MIN.

54" M

IN.

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:44 P

M

1/4" = 1'-0"


03/17/2015

R304433.01

2012 TEXASACCESSIBILITYSTANDARDS

A0.03 1/4" = 1'-0"104 CONVENTIONS1 01

1/4" = 1'-0"302 FLOOR OR GROUND SURFACES1 03

1/4" = 1'-0"303 CHANGES IN LEVEL1 04

1/4" = 1'-0"304 TURNING SPACE1 05

1/4" = 1'-0"305 CLEAR FLOOR OR GROUND SPACE1 07

1/4" = 1'-0"306 KNEE AND TOE CLEARANCE1 08

1/4" = 1'-0"307 PROTRUDING OBJECTS1 06

1/4" = 1'-0"403 WALKING SURFACES1 09

1/4" = 1'-0"404 DOORS, DOORWAYS, AND GATES1 11

1/4" = 1'-0"405 RAMPS1 25

1/4" = 1'-0"406 CURB RAMPS1 26

1/4" = 1'-0"407 ELEVATORS1 28


21'-1"

dwref

MECH.WOMEN

STAIR A

TOTAL TRAVEL DISTANCEX' - XX" TTD

GENERAL NOTES:

1. RE: A-5.10 FOR PARTITION TYPES.

EXISTING TO REMAIN - NOT IN SCOPE

GRAPHIC LEGEND

TTD- 116 ' - 8"

TTD- 118 ' - 8"

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:55 P

M

As indicated


03/17/2015

R304433.01

LIFE SAFETY LEVEL 1

LS1.01

N/ALIFE SAFETY LEGEND

1/16" = 1'-0"LIFE SAFETY/ MASTER FLOOR PLAN 01

04


MECH.WOMEN

STAIR A

2

1

14

4

5

3

NOT IN SCOPE

1 REMOVE FLOOR FINISHES THROUGHOUT.

2 DEMOLISH EXISTING MILLWORK.

3 EXISTING WOOD BASE TO REMAIN, U.N.O. PROTECT DURINGDEMOLITION AS REQ'D.

4 REMOVE EXISTING RUBBER BASE THROUGHOUT, U.N.O.

5 REMOVE EXISTING POWER WHERE NOTED.

1. DEMOLISH ANY BLANK PLATES, EMPTY HOLES, AND SWITCHES THATARE NOT TO BE UTILIZED IN BUILD-OUT. PATCH HOLES.

2. REMOVE EXISTING FLOOR FINISHES THROUGHOUT AND PREPFLOOR TO RECEIVE NEW FINISHES, UNO.

3. SALVAGE ALL DOORS AND HARDWARE FOR POSSIBLE REUSE.CONTACT BUILDING ENGINEER FOR STORAGE IF NOT REUSED.

4. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONSPRIOR TO PRICING AND DEMOLITION. ANY DISCREPANCIES SHALL BEREPORTED TO THE ARCHITECT.

5. DASHED LINES INDICATE CONDITION TO BE DEMOLISHED/REMOVEDUNLESS NOTED OTHERWISE.

6. ALL ITEMS TO BE REUSED SHOULD BE STORED IN A MANNER TOPREVENT DAMAGE WITHIN THE SUITE. IF DAMAGE OCCURS TO ITEMSBEING STORED WITHIN THE SUITE, CONTRACTOR SHALL REPAIR ORREPLACE THE ITEM AT CONTRACTOR'S EXPENSE. ANY UNUSEDMATERIALS SHALL BE RETURNED TO THE BUILDING ENGINEER ANDSTORED AT THEIR DIRECTION.

7. ALL TELEPHONE/CABLE WIRING NOT TO BE REUSED SHALL BEREMOVED BACK TO ORIGIN POINT.

8.EXISTING BLINDS TO REMAIN. REMOVE & REPLACE DAMAGED BLINDSAS REQ'D. NEW TO MATCH EXISTING, PROTECT DURINGCONDTRUCTION. CLEAN AT END OF CONSTRUCTION.

9. PATCH AND REPAIR GYPSUM BOARD PARTITIONS AS REQUIRED ANDPREP FOR NEW FINISHES.

10. REMOVE ALL WALL SIGNAGE, UNO.

11. PRESERVE FIRE-RATINGS IN PARTITIONS TO REMAIN.

12. ALL CONTRACTORS MUST COMPLY WITH THE BUILDINGCONTRACTOR RULES AND REGULATIONS. CONTRACTORS SHALLADHERE TO THE HOURS OF AVAILABILITY FOR THE REMOVAL OFDEBRIS AND MAKE EVERY REASONABLE EFFORT TO AVOIDCONFLICT AND INTERFERENCE WITH THE BUILDING OPERATIONS.CONTRACTOR TO FOLLOW DEMOLITION VENTILATIONREQUIREMENTS.

13.DEMOLITION OF FIRE SAFETY EQUIPMENT, SUCH AS ALARMS,SPEAKERS, AND SMOKE DETECTORS, MUST BE COORDINATEDWITH THE BUILDING ENGINEER AND/OR BUILDING MANAGEMENT.

14. ALL FIRE SAFETY EQUIPMENT AND ASSOCIATED CONDUIT ANDWIRING SHALL BE PROTECTED FROM ANY PHYSICAL DAMAGEDURING DEMOLITION AND/OR CONSTRUCTION.

15. ALL PUBLIC AREAS SUCH AS ELEVATOR LOBBIES, SHAREDCORRIDORS, AND STAIRWELLS SHALL BE PROTECTED AND MUSTBE CONTINUOUSLY KEPT CLEAN PATHS ARE TO BEUNOBSTRUCTED AND ALLOW FOR SAFE TRAVEL TO FIRE EGRESSSTAIRS. EQUIPMENT AND OTHER BELONGING TO THE BUILDINGSHALL ALSO BE PROTECTED AND REFURBISHED IF DAMAGEDDURING THE COURSE OF DEMOLITION AND CONSTRUCTION.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OFDEMOLISHED MATERIALS FROM THE SITE. ALL MATERIALS SHALLBE DISPOSED OF IN A LAWFUL MANNER.

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:45 P

M

As indicated


03/17/2015

R304433.01

DEMOLITION PLAN

A1.00

1/8" = 1'-0"DEMO PLAN 03

N/ADEMO PLAN KEYED NOTES 11 N/ADEMO PLAN GENERAL NOTES 01


ref

MECH.WOMEN

STAIR A

GENERAL NOTES - RCP DEMO

1. DASHED LINE INDICATES CONDITION TO BE DEMOLISHED / REMOVED UNLESS NOTEDOTHERWISE.

2. ALL ITEMS TO BE REUSED SHOULD BE STORED IN A MANNER TO PREVENT DAMAGE WITHINSUITES. IF DAMAGE OCCURS TO ITEMS BEING STORED WITHIN SUITE, CONTRACTOR SHALLREPAIR / REPLACE THE ITEM AT CONTRACTOR'S EXPENSE. ANY UNUSED MATERIALS SHALLBE RETURNED TO THE BUILDING ENGINEERS AND STORED AT THEIR DIRECTIONS.

3. GENERAL CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO PRICING ANDDEMOLITION. ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECTS.

4. REMOVE EXISTING LIGHTS AND CEILING FIXTURES AS NOTED. RETAIN FOR POSSIBLERELOCATION. IF NOT REUSED, CONTACT BUILDING ENGINEER FOR STORAGE. COORDINATESPRINKLER HEADS W/ PLUMBING DRAWINGS.

5. PATCH AND REPAIR CEILING TILES AND CEILING GRID AS REQUIRED AND PREP FOR NEWFINISHES.

6. FIELD VERIFY EXISTING CEILING GRIDS AND TILES. REMOVE ALL BROKEN, DAMAGED ORSTAINED CEILING TILES. REPLACE WITH NEW CEILING TILES. NEW TILES SHALL MATCH EXISTING.COORDINATE WITH BUILDING MANAGEMENT.

RCP SYMBOLS LEGEND

EXISTING DIRECT/INDIRECT 2X4 FIXTURE TO REMAIN

DEMOLISHED DIRECT/INDIRECT 2x4 FIXTURE. SALVAGE FOR REUSE.

SPRINKLER

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:46 P

M

As indicated


03/17/2015

R304433.01

DEMO REFLECTEDCEILING PLAN

A1.10

1/8" = 1'-0"DEMO REFLECTED CEILING PLAN 02

N/ADEMO RCP GENERAL NOTES 06 N/ADEMO RCP LEGEND. 01


OFFICE106

KITCHEN107

OFFICE108

OFFICE109

5' - 0" CLEAR

OFFICE100

OFFICE101

OFFICE102 OFFICE

103OFFICE

104

INTERNAL CONF.105

OFFICE116

OFFICE115

OPEN AREA114

OPEN AREA111

RECEPTION112 RECEPTIONIST

113

COPY/LIBRARY110

IT CLOSET117

CPT-1

PT-1RB-1

1

2

CPT-1

PT-1RB-1

LVT-2

PT-1RB-1

CPT-1

PT-1RB-1

PT-3

PT-1RB-1

LVT-1

PT-1WD-1

TS-1

TS-1

CPT-1

PT-1RB-1

LVT-2

PT-1RB-1

PT-2 PT-2 PT-2 PT-2 PT-2

PT-2PT-2PT-2

PT-2

PT-2

PT-2

PT-2

PT-2PT-2

PT-2

WC-1

PT-2

PT-2

02/A

6.00

TS-1

TS-1

TS-1

TS-1

WC-2

PT-2

PT-2

PT-2 PT-2

PT-2

3

3

OFFICE118

OFFICE119

OFFICE122

OFFICE123

OFFICE121

OFFICE120

OFFICE126

KITCHEN125

OFFICE124

OFFICE127

OFFICE128

OFFICE130

OFFICE132

OFFICE133

OFFICE131

OFFICE129

CONFERENCE134

STORAGE135

PT-2

TYP. INOFFICES

04/A6.00

PT-2

PT-2

PT-2CPT-1PT-1

RB-1

5

4

4

3' - 0

"

5' - 0

" CLE

AR

ALIGNALIGN

50' - 0"

6' - 0

" CLE

AR

EQEQ

4' - 8"

ALIGN

ALIGN

CORRIDOR136

CORRIDOR137

109A108A107A

106A

101A 102A

136A

112A

PARALLELTO EXIST.

6

6

GENERAL NOTES:

1. ALL CEILING TILES AND GRIDS TO MATCH EXISTING.

2. VERIFY ALL TRANSITIONS ARE PROPERLY COORDINATED WITH FINISH THICKNESS PRIOR TO ORDERING.

3. FLOAT FLOORING AS REQUIRED AT FLOORING CHANGES SO THE TOP FACES ARE FLUSH.

4. FLOOR TRANSITIONS ARE TO OCCUR AT THE CENTERLINE OF DOOR, UNLESS NOTED OTHERWISE.

5. ALL FLOORING TO BE CPT-2, UNLESS NOTED OTHERWISE.

6. ALL WALL BASE TO BE RB 1, UNLESS NOTED OTHERWISE.

7. ALL WALLS TO BE PT-1, UNLESS NOTED OTHERWISE.

INDICATES CARPET INSTALLATION DIRECTION.

GENERAL NOTES

1. ALL PARTITIONS TO BE TYPE J2 UNLESS NOTED OTHERWISE.

2. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS NOTED OTHERWISE.

3. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES.

4. PARTITIONS SHOWN ALIGNED WITH EXISTING WALLS SHOULD BE FINISHED FLUSH AND SMOOTH WITH EXISTING SURFACES.

5. ALL WOOD BLOCKING USED INSIDE OF PARTITIONS TO BE FIRE RETARDANT TREATED.

6. REFER TO SHEETS A-5.20 FOR DOOR SCHEDULE, HARDWARE SCHEDULE AND DOOR FRAME TYPES.

7. CONTRACTOR TO VERIFY EXISTING DEMISING PARTITION EXTENDS TO UNDERSIDE OF SLAB ABOVE. PROVIDE INSULATED PONY WALL ABOVE EXISTING PARTITION AS REQUIRED.

8. ALL HEAD TRACK AND DOOR FRAMES TO BE CLEAR ANODIZED ALUMINUM.

TAG TYPE MANUFACTURER PRODUCT STYLE PRODUCT COLOR NOTES / GENERAL LOCATION

FLOORING

RB-1 RUBBER BASE FLEXCO 024 STONE BASE TO BE USED W/CARPET, 4"H,1/8"THK, ROLL GOOD, STRAIGHT BASE

BASE

WC-1 WALLCOVERING WOLF GORDON BARRETT GOH 09767013 RECEPTION WALLCOVERING

WALL

WC-2 GLASS FILM INFINITE OPTIKS 231-01FLOOR TO CEILING FILM ON GLASSWHERE NOTED

CPT-2 CARPET MOHAWK HEADSTRONG BT354 COOL HAND 955 OFFICE CARPETMONOLITHIC INSTALLATION

LVT-1 LUXURY VINYL TILE MANNINGTON NATURE'S PATHS,WINDSOR OAK GAINSBORO RECEPTION FLOORING

6" X 36" PLANK

LVT-2 LUXURY VINYL TILE MANNINGTON NATURE'S PATHS, VIA CORSO KITCHEN FLOORING18" X 18"

CPT-1 CARPET MOHAWK STREETSCAPES GT308 949 SHARP CORRIDOR & OPEN AREA CARPET,MONOLITHIC INSTALLATION

PL-1 PLASTIC LAMINATE WILSONART 7966K-12 5TH AVE. ELM MILLWORK- LOWER CABINETS

MILLWORK

PL-2 PLASTIC LAMINATE NEVAMAR S6014T BLACK PEARL UPPER CABINETS & COUNTERTOP

T-1 TRANSITION STRIP SCHLUTER SCHIENE F60EB

PT-1 PAINT SHERWINWILLIAMS EGGSHELL LATTICE SW7654 APPROVE FINAL COLOR W/TENANT

PRIOR TO PAINTING

PT-2 PAINT SHERWINWILLIAMS EGGSHELL UNUSUAL GRAY SW7059 ACCENT PAINT

RB-2 RUBBER BASE JOHNSONITE 22 PEARL BASE TO BE USED IN KITCHENS, 4"H,1/8"THK, ROLL GOOD, COVE BASE

WD-1 WOOD BASE MILLWORKER STAIN TO MATCH EXISTING TO MATCH EXISTING

PLEASE CONTACT MOLLIE STRIEDNIGW.MCKILLICAN AT 281-770-3607

PT-3 FLOOR PAINT SHERWINWILLIAMS ARMORSEAL 1000HS HAZE GRAY PREP SURFACE FOR FLOOR PAINT

OVER EXISTING CONCRETE

1 PROVIDE WATER LINE FOR REFRIGERATOR & COFFEE MAKER.COFFEE MAKER CONNECTION SHALL RUN THROUGHMILLWORK. PROVIDE GROMMET IN COUNTERTOP.

2 COORD. REQ'D CLEARANCE AT WALL FOR PLUMBING CHASE.

3 IN ROOMS WITH CHAIR RAIL, USE PT-1 ABOVE CHAIR RAIL &PT-2 BELOW CHAIR RAIL.

4

5

PROVIDE NEW LOCKING HARDWARE. STYLE TO MATCH EXISTING.KEY CORE TO MATCH TYPICAL OFFICE STANDARD. COORD.W/TENANT & BUILDING OWNER.

PROVIDE NEW LOCKING HARDWARE. STYLE TO MATCHEXISTING. KEY CORE TO BE NEW TYPE. COORD. W/TENANT& BUILDING OWNER.

6 CARPET, PAINT, & BASE TO MATCH EXISTING CORRIDORFINISHES. SALVAGE MATCHING CARPET FROM DEMOLITIONTO PATCH AND REPAIR CORRIDOR CARPET AS REQ'D.

7 PATCH WALL AT AREA WHERE OUTLETS ARE REMOVED.

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:48 P

M

As indicated


03/17/2015

R304433.01

FLOOR PLAN/FINISHPLAN

A1.20

1/8" = 1'-0"FLOOR PLAN/FINISH PLAN 02

N/AFINISH PLAN GENERAL NOTES 11 N/AFLOOR PLAN GENERAL NOTES 01N/AFINISH LEGEND 16 N/APLAN KEYED NOTES 06


ref

MECH.WOMEN

STAIR A

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

ROFFICE106

KITCHEN107

OFFICE100

OFFICE101

OFFICE102

OFFICE103

OFFICE104

INTERNAL CONF.105

OPEN AREA111

COPY/LIBRARY110

OFFICE109OFFICE

108

IT CLOSET117

RECEPTION112

RECEPTIONIST113

OPEN AREA114

OFFICE115

OFFICE116

R

R R

R

1

RCP SYMBOLS LEGEND

EXISTING DIRECT/INDIRECT 2X4 FIXTURE TO REMAIN

RELOCATED DIRECT/INDIRECT 2x4 FIXTURE

EXISTING SPRINKLER

R

1 PATCH AND REPAIR CEILING WHERE REQ'D.

GENERAL NOTES:

1. FIELD VERIFY EXISTING CEILING GRID, PROVIDE REMAINING CEILING GRID AND 2X4 CEILING TILES AS REQUIRED TO MATCH EXISTING.

2. THIS PLAN IS FOR FIXTURE LOCATION ONLY. REFER TO ELECTRICAL AND MECHANICAL ENGINEERING DRAWINGS FOR CIRCUITING AND SWITCHES.

3. CENTER RELOCATED AND NEW SPRINKLER HEADS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS IN LAY-IN CEILING TILE, U.N.O.

4. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE.

5. ALL DIMENSIONS ARE TO CENTERLINE OF FIXTURES U.N.O.

6. REPLACE DAMAGED CEILING TILES AS NEEDED TO MATCH EXISTING. PAINT/REPAIR GRIDAS REQUIRED.

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:50 P

M

As indicated


03/17/2015

R304433.01

NEW REFLECTEDCEILING PLAN

A1.60

1/8" = 1'-0"NEW REFLECTED CEILING PLAN 02

N/ARCP LEGEND/KEYED NOTESN/ARCP GENERAL NOTES 06 01


MECH.WOMEN

STAIR A

DD

D

D D

D

DD

DD

D D

D

D

D

DD

D

D

DD D

D

DD

D

DD

D

D

D

D

D

D D

D

D

DD

D D

D

DD

D DD

D D

DD

D

DD

D

DDDD

D

D

D

D

DUPLEX RECEPTACLE TO BE DEMOLISHED

DATA/VOICE PULL STRING TO BE DEMOLISHED

SWITCH TO BE DEMOLISHED

ELECTRICAL GRAPHIC LEGEND

QUAD RECEPTACLE TO BE DEMOLISHEDD

D

D

D

DUPLEX RECEPTACLE TO REMAIN

DATA/VOICE PULL STRING TO REMAIN

SWITCH TO REMAIN

QUAD RECEPTACLE TO REMAIN

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:50 P

M

N/A


03/17/2015

R304433.01

DEMO POWER/DATAPLAN

A1.70

1/8" = 1'-0"DEMO POWER/DATA 02

N/ADEMO POWER/DATA EGEND 01


MECH.WOMEN

STAIR A

CM

PROVIDESTUB STUDBETWEENWALLFRAMING FORMIDDLE BOX

BACK TO BACKOUTLETS TO BESEPARATED BYMTL STUDFRAMING

PROVIDESTUB STUDBETWEENWALLFRAMINGFOR MIDDLEBOX

OFFICEOFFICE

EQEQ

EQEQ

4'-9"

3'-6"

EE

EE

EE

E

E

EE

E

E EE

E EE

EE

E

E

E

EE

E

E

E

OFFICE104

INTERNAL CONF.105OFFICE

103OFFICE

102OFFICE

101OFFICE

100

OFFICE106

KITCHEN107

OFFICE108

OFFICE109

COPY/LIBRARY110

OPEN AREA111

IT CLOSET117

RECEPTION112

RECEPTIONIST113

OPEN AREA114

OFFICE115

OFFICE116

JJJ J

1

1

2

3

4

2

E

E E

EEE

E

EE

E

E

E

42" A.F.F.

42" A.F.F.

FLOOR RECESSED POWER & DATA. HARDWIRECONNECTION TO FURNITURE.

POWER & DATA HDMI CONNECTION FOR WALLMOUNTED T.V.. 60" A.F.F.

1

2

GENERAL NOTES:

A. THIS PLAN IS FOR DEVICE LOCATION ONLY. REFER TO ELECTRICAL ENGINEERSDRAWINGS FOR CIRCUITING AND ADDITIONAL OUTLETS AS REQUIRED.

C. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITYSYSTEMS.

D. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITHMANUFACTURER TO ENSURE PROPER FIT AND FUNCTION.

E. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELECOM AND OTHEREQUIPMENTS.

F. RECEPTACLES MOUNTED ABOVE COUNTERS / BACKSPLASHES SHALL BE ORIENTEDHORIZONTALLY AND FLUSH WITH THE TOP OF THE BACKSPLASH. REFER ALSO TOELEVATIONS. DIMENSIONS A.F.F. NOTED ON THIS PLAN ARE INTENDED AS A GUIDE.

H. ALL ELECTRICAL RECEPTACLES, SWITCHES, MISCELLANEOUS DEVICES AND TRIMPLATES SHALL BE BUILDING STANDARD, U.N.O.

I. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPERATE STUD CAVITIES. DONOT INSTALL BACK TO BACK.

J. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDEONE-PIECE TYPE GANG COVER PLATES, U.N.O.

K. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT.

L. ALL PLENUM CABLING SHALL BE ENCLOSED IN CONDUIT OR COATED WITH TEFLON (OROTHER APPROVED LOW-SMOKE MATERIAL). THIS APPLIES TO TENANT PROVIDED DATAAND COMMUNICATIONS LINES AS WELL AS CONTRACTOR PROVIDED WORK.

M. FACEPLATES AND GENERAL PURPOSE OUTLET SHALL MATCH EXISTING. PROVIDESAMPLE TO ARCHITECT FOR REVIEW. OTHER OUTLETS SHALL MATCH EXISTING.

NEW DEDICATED RECEPTACLE

NEW DUPLEX RECEPTACLE

NEW DATA/VOICE PULL STRING

NEW WALL MOUNTED POWERJUNCTION BOX

NEW WALL MOUNTED DATAJUNCTION BOX

ELECTRICAL GRAPHIC LEGEND

NEW QUAD RECEPTACLE

J

J

EXISTING DUPLEX RECEPTACLE

EXISTING QUAD RECEPTACLEE

E

E EXISTING DATA/VOICE PULL STRING

1 REFRIDG: TENANT FURNISHED, CONTRACTOR INSTALLEDADA COMPLIANT

2 MICROWAVE: TENANT FURNISHED, CONTRACTOR INSTALLEDADA COMPLIANT

COFFEE MAKER: TENANT FURNISHED, CONTRACTOR INSTALLEDPROVIDE WATERLINE

3

COPIER: TENANT FURNISHED, TENANT INSTALLED4

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:51 P

M

As indicated


03/17/2015

R304433.01

POWER/DATA PLAN

A1.80

1/8" = 1'-0"POWER PLAN 03

N/APOWER/DATA GENERAL NOTES 11 N/APOWER/DATA LEGEND 01N/AAPPLIANCE SCHEDULE 06 12" = 1'-0"BACK TO BACK OUTLET LAYOUT 21


THE ALPHANUMERIC DESIGNATION IN EACH PARTITION TYPE SYMBOL DESCRIBES THEPARTITION CONSTRUCTION AND THICKNESS. THE NUMBER IN THE BOTTOM HALF OF THESYMBOL, WHERE OCCURRING, INDICATES THE HOURLY "FIRE RESISTIVE RATINGS"REQUIRED OF THAT PARTITION. A DASH (-) INDICATES A NON-RATED PARTITION.

ALL PARTITION TYPES SHOWN HERE ARE DRAWN AS "NON FIRE-RATED". WHERE FIRERESISTIVE GYPSUM WALLBOARD CONSTRUCTION IS INDICATED, PROVIDE GYPSUMWALLBOARD PER UL DESIGN # AND PROVIDE RATED JOINT ASSEMBLY AT TOP AND BOTTOMAND ALL PENETRATIONS, TYPICAL BOTH SIDES OF PARTITION.

UNDERWRITERS LABORATORY AND OTHER TESTING AGENCY DESIGNATIONSINDICATED FOR FIRE RESISTIVE CONSTRUCTION ARE GIVEN FOR PURPOSESOF DESCRIBING CONSTRUCTION REQUIREMENTS ONLY AND ARE NOTINTENDED TO LIMIT MANUFACTURERS OF MATERIALS. COMPLY WITH THECONSTRUCTION REQUIREMENTS OF THE INDICATED DESIGN.

LIMITING HEIGHT INDICATES GIVE THE MAXIMUM UNSUPPORTED HEIGHT FOR THATPARTITION TYPE BASED ON A DEFLECTION CRITERIA RATION OF L/240. WHERE FLOORTO STRUCTURE HEIGHT OF PARTITION EXCEEDS THE INDICATED LIMITING HEIGHT, PROVIDESUPPLEMENTAL BRACING TO THE STRUCTURE OVERHEAD AS REQUIRED TO MAINTAINDEFLECTION RATIO WITHIN L/240. HEIGHTS LISTED ARE FOR INFORMATION ONLY BASED ON USGMANUFACTURER'S CATALOGUE

PARTITION DESIGNATIONC32 PARTITION DESIGNATION

SUPPLEMENT BRACINGCONSISTING OF MTL. STUDS ORMTL. ANGLESVERIFY W/ SCHED. CEILING

.

LIMITING HEIGHT

FOR PARTITION WITH "BRITTLE" FINISHES SUCH AS PLASTER AND CERAMIC TILE,DESIGN PARTITION SYSTEM TO MAINTAIN DEFLECTION RATIO WITH L/360.

SUSPENDED CEILINGS SHALL NOT BE CONSIDERED AS BRACING.

WHERE GYPSUM WALLBOARD IS THE SUBSTRATE FOR APPLICATION OF CERAMIC TILE, PROVIDE"WATER-RESISTANT" BOARD. WHERE FIRE RESISTIVE CONSTRUCTION IS INDICATED, PROVIDEFIRE RESISTIVE W/R BOARD.

STC RATINGS SHOWN FOR SOUND WALLS ARE BASED ON LABORATORY TESTED ASSEMBLIESAND DO NOT NECESSARILY INDICATE THE ACTUAL STC RATING OF THE COMPLETED WORK.PROVIDE MTL. DECK FILLERS WHERE FULL HEIGHT PARTITIONS ARE PERPENDICULAR TO SPANOF DECK. DECK FILLERS ARE TO BE COMPATIBLE WITH ALL FIRE RATED ASSEMBLIES ANDARE TO BE APPROVED BY ALL GOVERNING AGENCIES.

REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR APPLIED FINISHES TOPARTITIONS.

A3

A4

A6

A2

A1.

.

.

5 1/4"

.

4 7/8"

3 3/4"

2 7/8"

7 1/4"

PARTITION TYPE A: 25 GA METAL STUDSWITH ONE LAYER OF 5/8" GYP BD EACH SIDE.STC RATING ** WITH FULL PERIMETER ACOUSTICAL SEALANT

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

FIRERATING

STC RATING**

A1A2A3A4A6

8'-3"10'-9"13'-6"14'-3"15'-0"

9'-6"12'-6"16'-0"17'-3"20'-0"

1 HR UofC 7-31-621 HR UL U4191 HR UL U4651 HR UL U4651 HR UL U465

3838+4040+40+

PROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY

1 5/8" METAL STUD

2 1/2" METAL STUD

3 5/8" METAL STUD

4" METAL STUD

6" METAL STUD

1/2"

PROVIDE UL # HW-D-0003JT ASSEMBLY AT HEAD OF FIRERATED PARTITIONS ONLY(CONCRETE STRUCTURE)

OVERHEAD STRUCTURE

RUNNER

TOP OF METAL STUD

REVI

SE N

OTE

AT T

OP F

OR S

TEEL

STR

UCTU

RE T

O:PR

OVID

E UL

# HW

-D-0

076,

HW-D

-008

4 JOI

NT A

SSEM

BLY

ATHE

AD O

F FI

RE R

ATED

PAR

TITI

ONS

ONLY

B3

B4

B6

B2

B1.

.

.

5 1/4"

.

4 7/8"

3 3/4"

2 7/8"

7 1/4"

PARTITION TYPE B: 25 GA METAL STUDS WITH ONE LAYER OF5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT.

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

FIRERATING

STC RATING**

B1B2B3B4B6

8'-3"10'-9"13'-6"14'-3"15'-0"

9'-6"12'-6"16'-0"17'-3"20'-0"


--4748+48+48+

CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY

1 5/8" METAL STUD

1/2"


OVERHEAD STRUCTURE

RUNNERTOP OF METAL STUD

1 1/2" ACOUS INSUL

2 1/2" METAL STUD2 1/2" ACOUS INSUL

3 5/8" METAL STUD3" ACOUS INSUL

4" METAL STUD4" ACOUS INSUL


CONT ACOUS SEALANTTYP. BOTH SIDES

REVI

SE N

OTE

AT T

OP F

OR S

TEEL

STR

UCTU

RE T

O:PR

OVID

E UL

# HW

-D-0

076,

HW-D

-008

4 JOI

NT A

SSEM

BLY

ATHE

AD O

F FI

RE R

ATED

PAR

TITI

ONS

ONLY

C3

C4

C6

C2

C1

PARTITION TYPE C: 25 GA METAL STUDSWITH TWO LAYERS OF 5/8" GYP BD EACH SIDE.STC RATING ** WITH FULL PERIMETER ACOUSTICAL SEALANT

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

FIRERATING

STC RATING**

C1C2C3C4C6

8'-9"11'-3"13'-6"14'-3"15'-0"

10'-6"13'-6"16'-9"17'-3"20'-0"

2 HR UL U4192 HR UL U4112 HR UL U4112 HR UL U4112 HR UL U411

----4848+48+

PROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY

1 5/8" METAL STUD

2 1/2" METAL STUD

3 5/8" METAL STUD

4" METAL STUD

6" METAL STUD

3/4"


OVERHEAD STRUCTURE

RUNNER

TOP OF METAL STUD

REVI

SE N

OTE

AT T

OP F

OR S

TEEL

STR

UCTU

RE T

O:PR

OVID

E UL

# HW

-D-0

076,

HW-D

-008

4 JOI

NT A

SSEM

BLY

ATHE

AD O

F FI

RE R

ATED

PAR

TITI

ONS

ONLY

6 1/2"

.

.

.

.

8 1/2"

6 1/8"

5"

4 1/8"

D3

D4

D6

D2

D1

PARTITION TYPE D: 25 GA METAL STUDSWITH TWO LAYERS OF 5/8" GYP BD EACH SIDE ANDACOUSTICAL INSULATION FULL HEIGHT.

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

FIRERATING

STCRATING

D1D2D3D4D6

8'-9"11'-3"13'-6"14'-3"15'-0"

10'-6"13'-6"16'-9"17'-3"20'-0"

2 HR UL U4192 HR UL U4112 HR UL U4112 HR UL U4112 HR UL U411

--515656+56+

3/4"

REVI

SE N

OTE

AT T

OP F

OR S

TEEL

STR

UCTU

RE T

O:PR

OVID

E UL

# HW

-D-0

076,

HW-D

-008

4 JOI

NT A

SSEM

BLY

ATHE

AD O

F FI

RE R

ATED

PAR

TITI

ONS

ONLY

6 1/2"

.

.

.

.

8 1/2"

6 1/8"

5"

4 1/8"

CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY

1 5/8" METAL STUD


OVERHEAD STRUCTURE

RUNNERTOP OF METAL STUD

1 1/2" ACOUS INSUL





CONT ACOUS SEALANTTYP. BOTH SIDES

E6

E4

E2

PARTITION TYPE E: 25 GA METAL C-H STUDS AT 24" O.C. W/ 1" SHAFT WALL LINER ANDTWO LAYERS OF 5/8" GYP BD AT FINISHED SIDE. ACOUSTICAL INSULATION FULL HEIGHT.20 GA METAL STUD REQUIRED - DEPENDING ON WALLBOARD PRODUCT USED.PARTITION TYPE E6: 20 GA METAL STUD REQUIRED.PARTITIONTYPE

LIMITINGHT

FIRERATING

STCRATING

E2E4E6

10'-5"13'-10"21'-11" (20 GA)

2 HR UL U415, SYSTEM B2 HR UL U415, SYSTEM B2 HR UL U415, SYSTEM B

39+39+39+

REVI

SE N

OTE

AT T

OP F

OR S

TEEL

STR

UCTU

RE T

O:PR

OVID

E UL

# HW

-D-0

076,

HW-D

-008

4 JOI

NT A

SSEM

BLY

ATHE

AD O

F FI

RE R

ATED

PAR

TITI

ONS

ONLY

SEALANT CONT AT STRUCTUREPROVIDE UL #BW-S-0001JT ASSEMBLY AT BOTTOM OFFIRE RATED PARTITIONS ONLY

2 1/2" METAL STUD


OVERHEAD STRUCTURE

CONT "J" RUNNER

1" ACOUS INSUL



SEALANT CONTAT STRUCTURE

.

5 1/4"

.

7 1/4"

3 3/4"

CEILING WHERE SCHEDULED

CONT "J" RUNNER

USER NOTE: INSULATION MAY BE DELETEDW/O AFFECTING THE FIRE RATING

DETAIL NOTE: LIMITING HEIGHT BASED ON INTERMITTENTAIR PRESSURE LOAD OF 7.5 PSF. VERIFY W/ ELEVATOR SPECIFICATIONS.

PLAN

F3

F4

F6

F2

F1

PARTITION TYPE F: 25 GA METAL STUDS WITHONE LAYER OF 5/8" GYP BD EACH SIDE.**FIRE RATINGS MAY OR MAY NOT APPLY - SEE NOT ABOVE

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

FIRERATING **

F1F2F3F4F6

8'-3"10'-9"13'-6"14'-3"15'-0"

9'-6"12'-6"16'-0"17'-3"20'-0"


CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OFFIRE RATED PARTITIONS ONLY

1 5/8" METAL STUD

2 1/2" METAL STUD

3 5/8" METAL STUD

4" METAL STUD

6" METAL STUD

FIRE

RAT

INGS

MAY

APP

LY IF

YOU

R PR

OJEC

T ME

ETS

REQU

IREM

ENTS

OF

SPRI

NKLE

RING

, CON

STRU

CTIO

N TY

PE,

AND

OCCU

PANC

Y US

E. R

EVIE

W W

ITH

CURR

ENT

CODE

1/2"

.

5 1/4"

.

.

.

7 1/4"

4 7/8"

3 3/4"

2 7/8"

1 1/2" SOUND ATTENUATIONINSULATION FOLD OVER 12"AT TOP AND BOTTOM

TOP OF METAL STUDRUNNER

GYP BD CASING BEAD TRIM& CONT ACOUS SEALANTTYP BOTH SIDES

ATTACH TOP RUNNER TACK TOCLG GRID MAIN TEES @ 48" O.C.THROUGH CONT NEOPRENE TAPE

CONT 2" ACOUSTICAL INSULATIONEXTEND 48" BOTH SIDES OF WALL

J3

J4

J6

J2

J1

PARTITION TYPE J: 25 GA METAL STUDS WITHONE LAYER OF 5/8" GYP BD EACH SIDE.**FIRE RATINGS MAY OR MAY NOT APPLY - SEE NOT ABOVE

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

FIRERATING **

J1J2J3J4J6

8'-3"10'-9"13'-6"14'-3"15'-0"

9'-6"12'-6"16'-0"17'-3"20'-0"


CONT ACOUS SEALANTTYP. BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OFFIRE RATED PARTITIONS ONLY

1 5/8" METAL STUD

2 1/2" METAL STUD

3 5/8" METAL STUD

4" METAL STUD

6" METAL STUD

FIRE

RAT

INGS

MAY

APP

LY IF

YOU

R PR

OJEC

T ME

ETS

REQU

IREM

ENTS

OF

SPRI

NKLE

RING

, CON

STRU

CTIO

N TY

PE,

AND

OCCU

PANC

Y US

E. R

EVIE

W W

ITH

CURR

ENT

CODE

1/2"

.

5 1/4"

.

.

.TOP OF STEEL STUD

RUNNER

GYP BD CASING BEAD TRIMTYP BOTH SIDES

ATTACH TOP RUNNER TACK TOCLG GRID MAIN TEES @ 48" O.C.THROUGH CONT NEOPRENE TAPE

7 1/4"

4 7/8"

3 3/4"

2 7/8"

HEADERTRACK

G3

G2

G1

PARTITION TYPE G: TWO 25 GA METAL STUD WALLSIN BOTH WALLS AND ONE LAYER OF 5/8"GYP BD ON EACH SIDE.

PARTITIONTYPE

LIMITING HT24" OCL/240


FIRERATING

G1G2G3

11'-6"15'-6"19'-3"

1 HR UL U4201 HR UL U4201 HR UL U420

CONT ACOUS SEALANTTYP BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY

1 5/8" METAL STUD

2 1/2" METAL STUD

3 5/8" METAL STUD


OVERHEAD STRUCTURE

CONT METAL STUD RUNNERS

TOP OF METAL STUD

REVI

SE N

OTE

AT T

OP F

OR S

TEEL

STR

UCTU

RE T

O:PR

OVID

E UL

# HW

-D-0

076,

HW-D

-008

4 JOI

NT A

SSEM

BLY

ATHE

AD O

F FI

RE R

ATED

PAR

TITI

ONS

ONLY

1/4"

.

.

PLANS. (24" MAX.)

VARIES: REFER TO FLOOR

PLAN


BRACING CUT FROM STEEL STUDRUNNERS MINIMUM 9 1/2"LONG @ 48" O.C. VERTICAL.WHERE STUD CAVITY DEPTH IS9 1/2" OR LESS BRACING TOBE 5/8" GYP BD X 12" WIDE@ 48" O.C. VERTICAL

METAL STUDS

CONT ACOUS SEALANTTYP BOTH SIDES



13'-3"17'-6"22'-9"

10'-0"13'-6"17'-3"

11'-6"15'-6"19'-9"

PARTITION USED MAINLY WITH BRITTLE FINISHES L/360

H3

H2

H1

PARTITION TYPE H: TWO 25 GA METAL STUD WALLS INBOTH WALLS AND ONE LAYER OF 5/8" GYP BD ON EACHSIDE, AND ACOUSTICAL INSULATION FULL HEIGHT.

PARTITIONTYPE



FIRERATING

H1H2H3

11'-6"15'-6"19'-3"

1 HR UL U4201 HR UL U4201 HR UL U420

CONT ACOUS SEALANTTYP BOTH SIDESPROVIDE UL # BW-S-0001JT ASSEMBLY AT BOTTOM OF FIRERATED PARTITIONS ONLY

1 5/8" METAL STUD

2 1/2" METAL STUD

3 5/8" METAL STUD


OVERHEAD STRUCTURE


TOP OF METAL STUD

REVI

SE N

OTE

AT T

OP F

OR S

TEEL

STR

UCTU

RE T

O:PR

OVID

E UL

# HW

-D-0

076,

HW-D

-008

4 JOI

NT A

SSEM

BLY

ATHE

AD O

F FI

RE R

ATED

PAR

TITI

ONS

ONLY

1/4"

.

.

PLANS. (24" MAX.)

VARIES: REFER TO FLOOR

PLAN


BRACING CUT FROM STEEL STUDRUNNERS MINIMUM 9 1/2"LONG @ 48" O.C. VERTICAL.WHERE STUD CAVITY DEPTH IS9 1/2" OR LESS BRACING TOBE 5/8" GYP BD X 12" WIDE@ 48" O.C. VERTICAL

METAL STUDS




13'-3"17'-6"22'-9"

10'-0"13'-6"17'-3"

11'-6"15'-6"19'-9"

1 1/2" ACOUS INSUL

2 1/2" ACOUS INSUL

3" ACOUS INSUL

PARTITION USED MAINLY WITH BRITTLE FINISHES L/360

K

PARTITION TYPE K: 7/8" METAL FURRING CHANNELS AT 24"O.C. ANCHORED TO SUBSTRATE, WITH 5/8" GYP BD ONFINISHED SIDE

WOOD BLOCKING OR FURRINGCHANNEL HORIZONTAL @ BASE;CONT BETWEEN VERTICALFURRING CHANNELS

7/8" METAL FURRING CHANNEL

OVERHEAD STRUCTURE

LINE OF CEILING WHERESCHEDULED. WHERE NOCEILING, EXTEND FURRINGAND GYP BD AND SEAL TOSTRUCTURE

MAX1/2" 1 1/2"

SHIM SPACE AS REQUIRED

SHIM SPACE AS REQUIRED

4" M

IN.

L3

L4

L6

L2

L1

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

L1L2L3L4L6

7'-3"9'-9"

12'-9"13'-9"15'-0"

8'-3"11'-0"14'-6"15'-9"20'-0"

1 5/8" METAL STUD

OVERHEAD STRUCTURE

RUNNER

1 1/2" ACOUS INSUL





.

4 3/4"

.

.

.

6 5/8"

4 1/4"

3 1/8"

2 1/4"

PARTITION TYPE L: 25 GA METAL STUDS WITH ONELAYER OF 5/8" GYP BD AT FINISHED SIDE.ACOUSTICAL INSULATION FULL HEIGHT

P3

P4

P6

P2

P1

PARTITION TYPE P: 25 GA METAL STUDS WITHONE LAYER OF 5/8" GYP BD AT FINISHED SIDE.

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

P1P2P3P4P6

7'-3"9'-9"

12'-9"13'-9"15'-0"

8'-3"11'-0"14'-6"15'-9"20'-0"

1 5/8" METAL STUD

OVERHEAD STRUCTURE

RUNNER

2 1/2" METAL STUD

3 5/8" METAL STUD

4" METAL STUD

6" METAL STUD.

4 3/4"

.

.

.

6 5/8"

4 1/4"

3 1/8"

2 1/4"

M3

M4

M6

M2

M1

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

M1M2M3M4M6

8'-3"10'-9"13'-6"14'-3"15'-0"

9'-6"12'-6"16'-0"17'-3"20'-0"

1 5/8" METAL STUD

OVERHEAD STRUCTURE

METAL STUD BRACE TOSTRUCTURE @ 48" O.C.

1 1/2" ACOUS INSUL





PARTITION TYPE M: 25 GA METAL STUDS AT 24" O.C. WITH ONE LAYER OF5/8" GYP BD EACH SIDE AND ACOUSTICAL INSULATION FULL HEIGHT

.

.

.

5 1/4"

.7 1/4"

4 7/8"

3 3/4"

2 7/8"

6"

CEILING WHERESCHEDULED


N3

N4

N6

N2

N1

PARTITIONTYPE

LIMITING HT24" OC

LIMITING HT16" OC

N1N2N3N4N6

8'-3"10'-9"13'-6"14'-3"15'-0"

9'-6"12'-6"16'-0"17'-3"20'-0"

1 5/8" METAL STUD

OVERHEAD STRUCTURE

20 GA METAL STUD BRACETO STRUCTURE @ 48" O.C.ON LATCH SIDE OF DOOR

1 1/2" ACOUS INSUL





PARTITION TYPE N: 25 GA METAL STUDS AT 24" O.C. WITH ONELAYER OF 5/8" GYP BD EACH SIDE.

.

.

.

5 1/4"

.7 1/4"

4 7/8"

3 3/4"

2 7/8"

6"

CEILING WHERESCHEDULED

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:52 P

M

As indicated


03/17/2015

R304433.01

PARTITION TYPES

A5.10 6" = 1'-0"PARTITION TYPE NOTES 01

3" = 1'-0"PARTITION TYPE A 02

3" = 1'-0"PARTITION TYPE B 04

3" = 1'-0"PARTITION TYPE C 06

3" = 1'-0"PARTITION TYPE D 07

3" = 1'-0"PARTITION TYPE E 09

3" = 1'-0"PARTITION TYPE F 11 3" = 1'-0"PARTITION TYPE J 16

3" = 1'-0"PARTITION TYPE G 12

3" = 1'-0"PARTITION TYPE H 14

3" = 1'-0"PARTITION TYPE K 17

3" = 1'-0"PARTITION TYPE L 19 3" = 1'-0"PARTITION TYPE P 24

3" = 1'-0"PARTITION TYPE M 3

3" = 1'-0"PARTITION TYPE N 5

NOT USED NOT USED NOT USED NOT USED

NOT USEDNOT USEDNOT USEDNOT USEDNOT USED

NOT USED NOT USED NOT USED

NOT USED


SCHED.

PARTITION

VARIES

1 15/16"

1 1/2"

SCHED. DOOR

JAMB BEYOND

DOOR HEAD

1 15/16"

3'-0" DOOR WIDTH

1

ANODIZED ALUMINUM FRAME AND SOLID CORE DOOR TOMATCH BUILDING STANDARD

1A-5.20

01

1A-5.20

07

1A-5.20

06

9'- 0"

OVE

RALL

HEI

GHT

04

03

02

1. REFER TO TYPICAL DETAILS ON THIS SHEET FOR OFFSETS AND MOUNTING HEIGHTS.

2. INSTALL DOORS COMPLETE WITH ALL HARDWARE FITTING AND ACCESSORIES.

3. CONTRACTOR SHALL PROVIDE ANY SPECIAL ITEMS REQUIRED FOR CODECONFORMANCE AT SPECIAL DOOR LOCATIONS.

4. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYSOR ANY SPECIAL KNOWLEDGE OR PARTICULAR EFFORT.

5. ALL EXIT DOORS SHALL BE 20 MINUTE FIRE RATED AND EQUIPPED WITH DOORCLOSERS.

6. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED FOR CEILING MOUNTED DOORHARDWARE.

7. ALUMINUM FRAMES TO BE RACO CLEAR ANODIZED FRAMES (OR EQUAL), UNLESSNOTED OTHERWISE.

8. DOOR CLOSERS TO BE LOCATED INSIDE OF ROOMS (NON CORRIDOR SIDE).

SCHE

DULE

D PA

RTIT

ION

1 1/2"

2"VA

RIES

2"

DOUBLE STUDS AT OPENING

DOOR JAMBSCHEDULED DOOR

1/2"

SCHEDULED DOOR

SCHEDULEDFRAME BEYOND

SCHEDULED TRANSITION STRIPBETWEEN DISSIMILAR MATERIALSSCHEDULED FLOOR FINISH

TYPICAL OFFSET AT PULL SIDE- FRONT APPROACH

TYPICAL OFFSET AT HINGE SIDE

1' - 6"

MIN.

6"

1. ALL DOOR HARDWARE TO MATCH BUILDING STANDARD. CONFIRM WITH BUILDINGENGINEER PRIOR TO INSTALLATION.

SET NO. 1 LEVER LOCKSET (OFFICE LOCK), FLOOR MOUNTED DOOR STOP.

SET NO. 2 CLASSROOM FUNCTION LOCK

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:53 P

M

As indicated


03/17/2015

R304433.01

DOOR SCHEDULE &DETAILS

A5.20 1/2" = 1'-0"DOOR TYPES 1 1/2" = 1'-0"GENERAL NOTES- DOORS 01

3" = 1'-0"ALUMINUM DOOR HEAD DETAIL 02

3" = 1'-0"ALUMINUM DOOR JAMB DETAIL 03

3" = 1'-0"ALUMINUM DOOR SILL DETAIL 04

3/8" = 1'-0"TYPICAL DOOR OFFSETS

1 1/2" = 1'-0"HARDWARE SCHEDULE 07

05

06

DOOR SCHEDULE

DOOR NO. ROOM NAME

DOOR FRAME

CommentsSIZE

TYPE MATERIAL FINISH TYPE MATERIAL FINISHDETAILS

W H THK HEAD JAMB SILL101A OFFICE 101 3' - 0" 7' - 0" 1 3/4" - - - 1 1/2"

THKALUM TO

MATCHBLDGSTD.

A5.20/02 A5.20/03 A5.20/04

EXISTING DOOR TO BE RELOCATED

102A OFFICE 102 3' - 0" 7' - 0" 1 3/4" - - - 1 1/2"THK

ALUM TOMATCHBLDGSTD.

A5.20/02 A5.20/03 A5.20/04


106A OFFICE 106 3' - 0" 7' - 0" 1 3/4" 1 SC/WD MATCHEXIST.

1 1/2"THK


A5.20/02 A5.20/03 A5.20/04

CONFIRM SIZES MATCH EXISTING

107A KITCHEN 107 3' - 0" 7' - 0" 1 3/4" - - - 1 1/2"THK


A5.20/02 A5.20/03 A5.20/04


108A OFFICE 108 3' - 0" 7' - 0" 1 3/4" 1 SC/WD MATCHEXIST.

1 1/2"THK


A5.20/02 A5.20/03 A5.20/04


109A OFFICE 109 3' - 0" 7' - 0" 1 3/4" - - - 1 1/2"THK


A5.20/02 A5.20/03 A5.20/04


112A RECEPTION 112 3' - 0" 7' - 0" 1 3/4" 1 SC/WD MATCHEXIST.

1 1/2"THK


A5.20/02 A5.20/03 A5.20/04


136A CORRIDOR 136 3' - 0" 7' - 0" 1 3/4" 1 SC/WD MATCHEXIST.

1 1/2"THK


A5.20/02 A5.20/03 A5.20/04

3" = 1'-0"DOOR SCHEDULE 08


3' - 0" 2 EQ CABS

CMMICROWAVE

REFRIGERATOR

4' - 8" 3 EQ CABS 2' - 6" 2 EQ CABS

PL-2

PL-2PT-1

PL-1

4' - 8" 3 EQ CABS 2' - 6" 3' - 0" 2 EQ CABS

4"

2' - 1

0"2'

- 0"

3' - 0

"1'

- 2"

VERI

FY W

/MAN

UF. S

PEC.

1' - 6

".

16A6.00

07A6.00

06A6.00

09A6.00

9' - 0

"

1. ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE ON 3/4" MDF, U.N.O. REFERTO ELEVATIONS FOR LAMINATE DESIGNATIONS.

2. ALL CABINET AND DRAWER INTERIORS TO BE WHITE MELAMINE, U.N.O.

3. CABINET AND DRAWER PULLS TO BE DOUG MOCKETT DP105B/2 (5-7/16" LONG3/8" SQUARE PULL).

4. OPENING FOR COUNTER MOUNTED FIXTURES TO BE LOCATED PER MANUFACTURER'S SPECIFICATION.

5. HOLES FOR LAVATORY TRIM AND ACCESSORIES TO BE SHOP LOCATED ANDDRILLEDPER MANUFACTURER'S SPECIFICATIONS.

6. PULLS TO BE MOUNTED HORIZONTAL AT CABINET DOORS

7. COORDINATE MILLWORK OPENINGS FOR APPLIANCES AS REQUIRED.

8. ADDITIONAL TRASH/GROMMET HOLES MAY BE FIELD LOCATED. GROMMETS TOBE DOUG MOCKETT 2 1/2" METALLIC SILVER (23).

9. ALL MILLWORK BASE TO RECEIVE PLASTIC LAMINATE, TYP.

2'-1"

4"

SCHEDULED A.D.A. SINK

BACKSPLASH & COUNTERTOP

P-LAM SKIRT

WD 2X FRAMING AT PERIMETER

P-LAM CLAD 3/4"REMOVABLE MDFPANEL

05/A-6.00

7"2'

- 3" C

LEAR

2' - 1

0"

9"

+/- 7" 1' - 5"

8"

1/4"

1 1/2"

PLAM COUNTER & SELF EDGE

PLAM DOOR OR DRAWER

3/4" PLAM CLADMILLWORK, TYP.

SCHED COUNTERTOP &BACKSPLASH

3/4" PLAM CLAD ADJUSTABLESHELF ON PIN/HOLESUPPORT; NOTCH SHELF

PULL, TYP.

P-LAM BASE

2' - 1

0"

2' - 1"

6".

4"

2"

3"

3/4" MDF ADJUSTABLESHELF (1)

SCHED. PULLS

COUNTERTOP ANDBACKSPLASH, REFERTO ELEVATION TYP.05/A-6.00

BORE HOLES

1/4" PLYWOOD BACK

CABINET DOOR

P-LAM BASE

2' - 1"

4"

1 1/2"

2' - 1

0"

4"

3" TYP.

PLAM CABINET DOOR

SCHED PULLS

3/4" MDF ADJUSTABLE SHELF (2)PIN/HOLE SUPPORT, NOTCH SHELF

BORE HOLES

1/4" PLYWOOD BACK

1' - 4" TYP.

RE: E

LEVA

TION

FOR

HEI

GHT

4"

2' - 1

0"2'

- 0"

3' - 0

"1'

- 2"

2 EQ. CABS

EXISTING COLUMN

PL-1

PL-2

PL-2PT-19' - 0

"

07A6.00

09A6.00

2 EQ CABS

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:54 P

M

As indicated


03/17/2015

R304433.01

MILLWORKELEVATIONS/SECTIONS& DETAILS

A6.00

3/8" = 1'-0"KITCHEN ELEVATION EAST 02

1 1/2" = 1'-0"GENERAL NOTES 01 1 1/2" = 1'-0"SECTION AT ADA SINK 16

3" = 1'-0"MILLWORK EDGE DETAILS 05

1 1/2" = 1'-0"SECTION AT LOWER CAB WITH DRAWERS 06

1 1/2" = 1'-0"TYPICAL LOWER CABINET 07

1 1/2" = 1'-0"TYPICAL UPPER CABINET 09

3/8" = 1'-0"KITCHEN ELEVATION NORTH 04


21'-1"

dwref

MECH.WOMEN

STAIR A

TOTAL TRAVEL DISTANCEX' - XX" TTD

GENERAL NOTES:

1. RE: A-5.10 FOR PARTITION TYPES.

EXISTING TO REMAIN - NOT IN SCOPE

GRAPHIC LEGEND

TTD- 116 ' - 8"

TTD- 118 ' - 8"

G

L T E R

OTT

AL.

GAR

Y

2311 0

SA

XETFOET

AT

S

TC

ETI

HCRADERET

SIG

ER

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

Project Name

Project Team

3/17/2015

C:\U

sers\

alliso

n.pow

ell\D

eskto

p\My R

evit\S

OUTH

SHO

RE 25

25 P

PE E

XPAN

SIO N

AP.

rv t3/1

7 /201

5 4:04

:55 P

M

As indicated


03/17/2015

R304433.01

LIFE SAFETY LEVEL 1

LS1.01

N/ALIFE SAFETY LEGEND

1/16" = 1'-0"LIFE SAFETY/ MASTER FLOOR PLAN 01

04


Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com

MORRIS ARCHITECTSARCHITECT

Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER

T H O M A S & D U N N E

E N G I N E E R S , L L C

7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4

T E X A S R E G I S T R A T I O N # F - 1 0 4 2 1

ISSUE FOR BID03.16.15ISSUE FOR PERMIT AND CONSTRUCTION03.17.15

MEP LEGENDS,NOTES AND SYMBOLS

MEP0.04NTSMEP LEGENDS, NOTES AND SYMBOLS 01

MECH.

WOMEN

STAIR A

OFFICE106

BREAKROOM107

OFFICE108

OFFICE109

OFFICE100

OFFICE101

OFFICE102 OFFICE

103OFFICE

104

INTERNAL CONF.105

OFFICE116

OFFICE115

OPEN AREA114

OPEN AREA111

RECEPTION112

RECEPTIONIST113

COPY/LIBRARY110

IT CLOSET117

ELEC.

SCOPE OF WORK

SCOPE OF WORK

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



MECHANICALPLAN

M1.04

1/8" = 1'-0"MECHANICAL PLAN 03

NTSKEYED NOTES 02 NTSGENERAL NOTES 01

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



MECHANICAL SPECSAND SCHEDULES

M2.04NTSMECHANICAL SPECS AND SCHEDULES 01

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



MECHANICALDETAILS

M3.04NTSMECHANICAL DETAILS 01

MECH.

WOMEN

STAIR A

OFFICE106

BREAKROOM107

OFFICE108

OFFICE109

OFFICE100

OFFICE101

OFFICE102 OFFICE

103OFFICE

104

INTERNAL CONF.105

OFFICE116

OFFICE115

OPEN AREA114

OPEN AREA111

RECEPTION112

RECEPTIONIST113

COPY/LIBRARY110

IT CLOSET117

ELEC.

SCOPE OF WORK

SCOPE OF WORK

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



FIRE ALARMPLAN

E0.04

1/8" = 1'-0"FIRE ALARM PLAN 03


MECH.

WOMEN

STAIR A

OFFICE106

BREAKROOM107

OFFICE108

OFFICE109

OFFICE100

OFFICE101

OFFICE102 OFFICE

103OFFICE

104

INTERNAL CONF.105

OFFICE116

OFFICE115

OPEN AREA114

OPEN AREA111

RECEPTION112

RECEPTIONIST113

COPY/LIBRARY110

IT CLOSET117

ELEC.

SCOPE OF WORK

SCOPE OF WORK

MECH.

WOMEN

STAIR A

OFFICE106

BREAKROOM107

OFFICE108

OFFICE109

OFFICE100

OFFICE101

OFFICE102

OFFICE103

OFFICE104

INTERNAL CONF.105

OFFICE116

OFFICE115

OPEN AREA114

OPEN AREA111

RECEPTION112

RECEPTIONIST113

COPY/LIBRARY110

IT CLOSET117

ELEC.

SCOPE OF WORK

SCOPE OF WORK

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



ELECTRICAL POWERPLAN

E1.04

1/8" = 1'-0"ELECTRICAL POWER PLAN 04

NTSKEYED NOTES 02 NTSGENERAL NOTES 01ELECTRICAL POWER PLAN 03 1/16" = 1'-0"

MECH.

WOMEN

STAIR A

OFFICE106

BREAKROOM107

OFFICE108

OFFICE109

OFFICE100

OFFICE101

OFFICE102 OFFICE

103OFFICE

104

INTERNAL CONF.105

OFFICE116

OFFICE115

OPEN AREA114

OPEN AREA111

RECEPTION112

RECEPTIONIST113

COPY/LIBRARY110

IT CLOSET117

ELEC.

SCOPE OF WORK

SCOPE OF WORK

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



ELECTRICALLIGHTING PLAN

E2.04

1/8" = 1'-0"ELECTRICAL LIGHTING PLAN 03


Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



ELECTRICALONE-LINE, DETAILSAND SCHEDULES

E3.04NTSELECTRICAL ONE-LINE, DETAILS AND SCHEDULES 01

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



ELECTRICALSPECS

E4.04NTSELECTRICAL SPECS 01

MECH.

WOMEN

STAIR A

OFFICE106

BREAKROOM107

OFFICE108

OFFICE109

OFFICE100

OFFICE101

OFFICE102 OFFICE

103OFFICE

104

INTERNAL CONF.105

OFFICE116

OFFICE115

OPEN AREA114

OPEN AREA111

RECEPTION112

RECEPTIONIST113

COPY/LIBRARY110

IT CLOSET117

ELEC.

SCOPE OF WORK

SCOPE OF WORK

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



PLUMBINGPLAN

P1.04

1/8" = 1'-0"PLUMBING PLAN 05

NTSPLUMBING SPECS 02 NTSPIPING MATERIALS 01NTSKEYED NOTES 04 NTSGENERAL NOTES 03

Drawing Number

Project Number

Drawing Name

Issue

DescriptionDateNo.

Scale:


www.morris-hz.com


Project Name

Project Team

As indicated


03/17/15

15080

PPEOWNER



7 3 8 S . H I G H W A Y 6

S U I T E # 2 6 0

H O U S T O N , T X 7 7 0 7 9

PHONE: 7 1 3 . 9 3 3 . 1 0 0 1

FAX: 7 1 3 . 9 3 3 . 1 0 0 4



PLUMBING RISERAND SCHEDULES

P2.04NTSPLUMBING RISER, DETAILS AND SCHEDULES 01

BREAKROOM (107) PLUMBING RISER DIAGRAMSCALE: NTS

FLOOR LEVEL

CEILING

FLOOR ABOVE

PPE EXPANSION south... · 1001 fannin street first city tower, suite 300 houston, tx 77002 phone:...

Documents

Transcript of PPE EXPANSION south... · 1001 fannin street first city tower, suite 300 houston, tx 77002 phone:...