7-8. 696-FD-26-P027 Exhibit 6 Drawings.pdf

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

5/

/2

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G000

COVER SHEET

MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/25

PROPOSAL

CONVERT TRUSTY CAMP TO

SHELTERED BEDS FACILITY

CONSTRUCTION DOCUMENTS

03/21/25

MEPCE

6341 CAMPUS CIRCLE EAST

LAS COLINAS, TEXAS 75063

972-870-9060

MEP ENGINEER

JQ ENGINEERING

100 GLASS STREET

DALLAS, TEXAS 75207

214-623-5835

CIVIL & STRUCTURAL ENGINEER

PROJECT MANAGER: BEN MARSHALL (BMARSHALL@GHC-ARCH.COM)

GRACE HEBERT CURTIS ARCHITECTS, LLC

5000 QUORUM DRIVE, SUITE 500

DALLAS, TEXAS 75254

214-378-9810

ARCHITECT

TEXAS DEPARTMENT OF CRIMINAL JUSTICE: FACILITIES DIVISION

TWO FINANCIAL PLAZA

HUNTSVILLE, TEXAS 77340

OWNER

PROJECT DIRECTORY

PE

AC

H

AV

EN

UE

PROJECT SITE

VICINITY MAP

PROJECT DESCRIPTION

CONVERSION OF EXISTING TRUSTY CAMP BUILDINGS TO SHELTERED BED FACILITY. RENOVATIONS

AND IMPROVEMENTS INCLUDE NEW HVAC, PLAN REVISIONS, NEW SALLY PORT, AND A PRIMARY

COVERED WALKWAY CONNECTING THE FACILTIES.

E SLATON HWY (US 84)E 82ND STREET

PLAN

NORTH

03/21/25

No. Description Date

Exhibit J.6

696-FD-26-P027

OFFICE

DRAWING NAME

A3.2

A7.2

A6.1

ROOM NAME

NUMBER

REVISION

NUMBER

DRAWING NUMBER

DRAWING SCALE

SCALE : 1/4" = 1'-0"

34 KEY NOTE

109'-0"

DRAWING NUMBER

SHEET NUMBER

SHEET NUMBER

DRAWING NUMBER INTERIOR

ELEVATION

DETAIL

4 A4.1

SHEET NUMBER

DRAWING NUMBER

DRAWING NUMBER

SHEET NUMBER

DETAIL SECTION

EXTERIOR

ELEVATION

WALL SECTION

DRAWING NAME

LEVEL LINE

A6.1

DRAWING NUMBER

SHEET NUMBER

A6.1

DRAWING NUMBER

SHEET NUMBER

BUILDING SECTION4

A6.1

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

A.

B.

C.

D.

E.

GENERAL

ARCHITECTURAL DOCUMENTS SHALL BE COORDINATED WITH ALL OTHER

DISCIPLINES’ DOCUMENTS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS

SHOULD BE REPORTED TO THE ARCHITECT FOR CLARIFICATION AND VERIFICATION

PRIOR TO PROCUREMENT OR INSTALLATION OF AFFECTED WORK.

DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE

SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED,

CONSULT THE ARCHITECT BEFORE PROCEEDING WITH AFFECTED WORK.

PROTECT ALL MATERIALS, CONSTRUCTION, UTILITIES AND FACILITIES FROM DAMAGE,

INCLUDING BUT NOT LIMITED TO CONSTRUCTION ACTIVITIES, THEFT, MOISTURE, AND

WEATHER. DAMAGED ELEMENTS AND CONDITIONS SHALL BE REPAIRED / REPLACED

AT NO COST TO OWNER.

DO NOT SCALE ANY DRAWINGS IN ANY OF THE DOCUMENTS FOR FIELD LAYOUT.

CONTACT ARCHITECT IF DIMENSIONS ARE NEEDED AND CANNOT BE FOUND IN

WRITING IN THE DOCUMENTS.

INFORMATION ON G SHEETS IS INTENDED TO BE TYPICAL. SOME INFORMATION

SHOWN MAY NOT BE RELEVANT TO PROJECT SPECIFICS. REVIEW THE DOCUMENTS

AND CONFIRM IN WRITING WITH DESIGN TEAM WHICH INFORMATION IS NOT

RELEVANT TO PROJECT SPECIFICS PRIOR TO THE START OF CONSTRUCTION.

REFER TO LEGENDS, SCHEDULES, AND KEYNOTES ON INDIVIDUAL SHEETS FOR

SPECIFIC INFORMATION.

HOLD ALL PIPES, CONDUIT, BRANCH LINES, ETC. AS CLOSE TO THE UNDERSIDE OF

STRUCTURE AS POSSIBLE. USE LOW PROFILE HANGERS WHERE POSSIBLE.

TEMPORARY SHORING AS REQUIRED DURING DEMOLITION AND CONSTRUCTION

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

PROVIDE ACCESS PANELS AT WALLS AND CEILINGS FOR: FIRE/SMOKE DAMPERS, VAV

BOXES, PLUMBING CLEANOUTS, ELECTRIC HEATERS, AIR HANDLING

UNITS/MECHANICAL EQUIPMENT, VALVES, FILTER BOXES AND OTHER CONCEALED

ITEMS REQUIRING ACCESS. COORDINATE WITH ARCHITECT IN FIELD FOR

INSTALLATION OF ACCESS PANELS WHERE REQUIRED AND NOT GRAPHICALLY

SHOWN ON PLANS.

UNLESS NOTED OTHERWISE DIMENSIONS IN THE DOCUMENTS ARE AS LISTED

BELOW.

DIMENSIONS ARE TAKEN FROM FACE OF GYP OR CENTERLINE OF COLUMN.

"CLEAR" REFERS TO DIMENSION BETWEEN FACES OF FINISH SURFACES.

"EQ" OR "EQUAL" INDICATES DIMENSION TO MATCH ADJACENT. LETTERED

DIMENSIONS (A,B,C,D,ETC.) INDICATE DIMENSION TO MATCH OPPOSITE OR REMOTE

(MATCHING LETTER) DIMENSION.

"+/-" INDICATES APPROXIMATE DIMENSION BASED ON FIELD CONDITION OR

FLEXIBLE DIMENSION THAT CAN BE ADJUSTED.

DIMENSIONS ON REFLECTED CEILING PLANS AND LIGHTING PLANS ARE CLEAR

DIMENSIONS.

1.

2.

3.

4.

5.

DEMOLITION

DURING THE COURSE OF THE WORK ITEMS UNCOVERED THAT VARY FROM WHAT

IS IDENTIFIED IN THE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE

ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.

THIS INCLUDES BUT IS NOT LIMITED TO COMPONENT SIZES, LOCATIONS,

CONFIGURATIONS AND DAMAGED, DETERIORATED, MALFUNCTIONING OR BROKEN

COMPONENTS.

IF NOT SHOWN IN THE DRAWINGS THE CONTRACTOR SHALL REMOVE ALL

EXISTING MATERIALS AND CONSTRUCTION AS NECESSARY TO COMPLETELY

INSTALL ALL NEW WORK AS REQUIRED BY OTHER PARTS OF THE CONTRACT

DOCUMENTS.

LOCATIONS OF TEMPORARY CONSTRUCTION BARRIERS/DUST PARTITIONS TO BE

COORDINATED WITH THE OWNER.

REMOVE ALL CONSTRUCTION DEBRIS AND TRASH DAILY. PROVIDE SEALED

COVERINGS FOR ALL BINS OR BARROWS USED TO REMOVE DEBRIS, MATERIALS

AND TRASH THROUGH OCCUPIED AREAS OF THE BUILDING.

REMOVE ALL EXISTING CONSTRUCTION IN CONFLICT WITH NEW DESIGN.

COORDINATE WITH DESIGN TEAM IF ELEMENTS OF EXISTING CONSTRUCTION

REQUIRED TO BE DEMOLISHED ARE NOT SHOWN ON DEMOLITION PLANS.

6.

7.

8.

9.

10.

11.

12.

13.

UNLESS OTHERWISE NOTED, PARTITIONS TO BE REMOVED FROM FLOOR SLAB TO

UNDERSIDE OF STRUCTURE OR TOP RUNNER AS APPLICABLE.

REMOVAL OF FIXTURES AND EQUIPMENT IS NOT LIMITED TO WHAT IS SHOWN ON

DRAWINGS. IT IS INDICATED FOR GENERAL CONTRACTOR'S INFORMATION ONLY.

PRIOR TO PROPOSAL VERIFY ON JOB FOR EXACT TYPE, LOCATION AND NUMBER

OF ITEMS TO BE REMOVED TO MEET REQUIREMENTS OF PLANS AND

SPECIFICATIONS.

MAINTAIN EXISTING DRIVES AND SERVICE ROAD SERVING THE PREMISES CLEAR

AND AVAILABLE AT ALL TIMES.

THE PORTIONS OF THE FACILITY SURROUNDING THE WORK AREA WILL BE

OCCUPIED AND REMAIN IN OPERATION DURING THE COURSE OF THE WORK.

CONTRACTOR TO COORDINATE SECURITY PROCEDURES WITH CLIENT PRIOR TO

AND THROUGHOUT THE COURSE OF THE WORK.

COORDINATE ANY UTILITY SHUTDOWNS OR INTERRUPTIONS WITH THE OWNER

DURING DEMOLITION AND OTHER PHASES OF THE WORK, SHOW PLANNED UTILITY

INTERRUPTIONS ON THE CONSTRUCTION SCHEDULE, AND PROVIDE 4 DAYS

NOTICE TO THE OWNER BEFORE ANY UTILITY SHUTDOWNS OR INTERRUPTIONS

ARE TO OCCUR.

AT THE INITIATION OF THE WORK AND THROUGH THE COURSE OF THE WORK,

CONTRACTOR SHALL PROVIDE A SECURE PHYSICAL SEPARATION BETWEEN THE

WORK AREA AND THE OTHER AREAS OF THE FACILITY AS SHOWN ON THE

DRAWINGS OR NOTED HEREIN.

CONTRACTOR SHALL NOT STORE OR STAGE CONSTRUCTION MATERIALS IN

AREAS NOT APPROVED BY THE OWNER.

CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND TRASH DAILY.

PROVIDE SEALED COVERINGS FOR ALL BINS OR BARROWS USED TO REMOVE

DEBRIS, MATERIALS AND TRASH ALONG THE HAULING ROUTE. ALL TRASH

CONTAINERS SHALL BE SEARCHED BY TDCJ SECURITY PRIOR TO LEAVING THE

FACILITY.

1.

1.

2.

3.

4.

FLOOR PLAN:

ALL DOORS TO BE 4 ” FROM FINISH FACE OF ADJACENT PARTITION AS MEASURED

TO OUTSIDE FACE OF DOOR JAMB UNLESS OTHERWISE NOTED.

CEILING PLAN:

CENTER ALL CEILING MOUNTED DEVICES INCLUDING BUT NOT LIMITED TO LIGHT

FIXTURES, EXIT LIGHTS, SPRINKLER HEADS, SPEAKERS IN CEILING TILE PANELS.

CENTER CEILING GRID IN ROOM IN BOTH DIRECTIONS UNLESS INDICATED

OTHERWISE.

ALL LIGHT FIXTURES IN GYPSUM BOARD CEILING SHALL BE CENTERED IN ROOM

UNLESS INDICATED OTHERWISE.

ALL GYPSUM BOARD SOFFITS ARE TO BE FINISHED WITH NO EXPOSED EDGES OR

VIEWS INTO THE PLENUM SPACE.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

ROOF PLAN NOTES:

ALL ROOF DRAINS, OVERFLOW DRAINS AND DOWNSPOUTS TO BE CONNECTED

TO SUBSURFACE DRAINAGE UNLESS NOTED OTHERWISE. SEE CIVIL FOR

CONNECTION OF ROOF DETAINAGE SYSTEM TO UNDERGROUND SERVICES.

ALL ROOF MATERIALS AND ACCESSORIES TO BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER’S WRITTEN INSTRUCTIONS, RECOMMENDATIONS,

AND SPECIFICATIONS TO ACHIEVE SPECIFIED WARRANTY AND PROVIDE

WEATHERTIGHT ROOF SYSTEM. (AND NRCA STANDARDS)

COORDINATE ALL ROOF PENETRATIONS AND EQUIPMENT / PLATFORM

SUPPORTS WITH ROOF STRUCTURE AND ROOFING INSTALLATION AND

FLASHING REQUIREMENTS.

ALL ROOF MOUNTED EQUIPMENT STANDS, CURBS, PENETRATOINS,

ACCESSORIES, UTILITIES, ETC. TO BE FLASHED INTO ROOF SYSTEM AS

REQUIRED TO ACHIEVE SPECIFIED WARRANTY.

PACK, SCREEN, INSULATE, AND SEAL ALL ROOF PENETRATION SYSTEMS AS

REQUIRED TO PREVENT ALL OUTSIDE AIR, MOISTURE, ANIMALS, INSECTS, ETC.

FROM COMMUNICATING WITH FRAMING CAVITY BELOW DECK.

DO NOT LOCATE ANY ROOFTOP EQUIPMENT WITHIN 10 ’ OF ROOF EDGE

UNLESS OTHERWISE NOTED.

ALL PIPING, CONDUITS, ETC. SHALL BE A MINIMUM 10 ” ABOVE ROOF SURFACE.

PROVIDE PIPE SUPPORTS AT 8 ’-0” MAX.

AFTER SUBSTANTIAL COMPLETION EXAMINE AND ENSURE ROOF DRAIN LINES

ARE FREE OF DEBRIS AND BLOCKAGE. FLUSH WITH WATER TO ENSURE THAT

DRAINS FLOW FREELY.

ISOLATE ALL HEAT PIPES/FLUES AS RECOMENDED AND OUTLINED IN THE NRCA

MANUAL FOR ISOLATED STACK FLASHING.

ALL ROOFTOP PENETRATIONS (SOIL STACKS, VENTS, ETC.) ARE INSTALLED

MINIMUM 4’-0” FROM OTHER DECK PENETRATIONS, RISE WALLS, AND ROOF

EDGE.

DIMENSIONS, DETAILS, EQUPMENT SIZES AND LOCATIONS SHOWN ON THESE

ROOF PLANS AND DETAILS ARE FOR INFORMATION AND REFERENCE ONLY.

EXACT SIZE AND LOCATIONS TO BE COORDINATED WITH ALL DISCIPLINES.

ALL SHEETMETAL SHALL BE INSTALLED TO COMPLY WITH THE LATEST

EDITION OF SMACNA ’S ARCHITECTURAL MANUAL.

ANCHOR ROOFTOP UNITS SECURELY IN PLACE WITH METHODS INDICATED

PROVIDING FOR THERMAL EXPANSION OF METAL UNITS. CONCEAL

FASTENERS WHERE POSSIBLE AND SET UNITS TRUE TO LINE AND LEVEL.

EXPOSED EDGES SHALL BE FOLDED BACK NEATLY FROM A ½" HEM ON THE

CONCEALED EDGE. INSTALL WORK WITH LAPS, JOINTS AND SEAMS WHICH

WILL BE WATERTIGHT AND WATERPROOF.

A ½" HEM ON THE CONCEALED EDGE. INSTALL WORK WITH LAPS, JOINTS AND

SEAMS WHCIH WILL BE WATERTIGHT AND WATERPROOF.

1.

2.

3.

4.

5.

6.

SITE PLAN NOTES:

SLOPE ALL PAVING AND GRADING AWAY FROM BUILDING TO ACHIEVE POSITIVE

DRAINAGE AND TO MINIMIZE PONDING WATER ON SITE.

IMMEDIATELY NOTIFY DESIGN TEAM IF UNDOCUMENTED UTILTIES ARE

DISCOVERED ON SITE.

ALL EXTERIOR LEVEL LANDINGS SHALL BE OFFSET ½ ” MAXIMUM FROM FINISH

FLOOR, RE: G SHEETS AND SLOPE AWAY FROM THE BUILDING ¼ ” PER FOOT

MAXIMUM.

PROVIDE HOSE STORAGE AT DUMPSTER ENCLOSURES.

PROVIDE WHEEL STOPS AT ALL NEW PARKING SPACES.

RESTORE ALL DAMAGED SIDEWALKS AND CURBS TO THE STANDARDS OF THE

AUTHORITY HAVING JURISDICTION.

11.

12.

13.

14.

15.

ASBESTOS ABATEMENT, LEAD PAINT REMOVAL, AND OTHER HAZARDOUS MATERIAL

REMOVAL IS NOT IN THE CONTRACT. SHOULD THE CONTRACTOR ENCOUNTER THE

PRESENCE, OR POSSIBLE PRESENCE, OF POTENTIALLY HAZARDOUS MATERIALS, THE

CONTRACTOR SHALL NOTIFY THE OWNER FOR INSTRUCTIONS PRIOR TO CONTINUING

WORK.

ALL EXISTING SANITARY SEWER MANHOLE TOPS, WATER VALVE BOXES, METERS,

STORM SEWERS, OR OTHER RELATED APPURTENANCES SHALL BE ADJUSTED TO

FINISH GRADE.

FURNITURE IS FOR REFERENCE ONLY UNLESS OTHERWISE NOTED. REFERNCE

FURNITURE IS NOT IN PROJECT SCOPE.

THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED TEMPORARY

UTILITIES AND TEMPORARY TOILET FACILITIES.

BRAND OR MANUFACTURER'S REFERENCES ARE DESCRI[TIVE ONLY, AND INDICATE

TYPE AND QUALITY TO BE PROVIDED. ALL REFERENCES TO BRAND OR

MANUFACTURER NAMES SHALL BE INTERPRETEDTO INCLUDE THE LANGUAGE "OR A/E

APPROVED EQUAL". ANY BRAND OR MANUFACTURER MEETING SPECIFICATIONS

SHALL BE CONSIDERED FOR APPROVAL, IRRESPECTIVE OF THE LANGUAGE "OR A/E

APPROVED EQUAL" APPEARING IN CONJUNCTION WITH THE BRAND OR

MANUFACTURER'S NAME.

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

5/

/2

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G001

DRAWING INDEX +

GENERAL INFORMATION

MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/25

PROPOSAL

AC ACOUSTICAL CEILING TILE

ADAAG AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT

BB BEAD BOARD (WAINSCOTT)

BD BOARD

BLDG BUILDING

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BUR BUILT UP ROOF

C CARPET OR CARPET TILE

CAB CABINET

CB CATCH BASIN

CC CUBICLE CURTAIN TRACK

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CLR CLEAR

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CR CRASH RAIL

CRM CROWN MOULDING

CTR CENTER

DBL DOUBLE

DET DETAIL

DF DECORATIVE FILM

DFC DOOR FRAME CASING

DIA DIAMETER

DIM DIMENSION

DM DECORATIVE METALS

DN DOWN

DR DOOR

DS DOWN SPOUT

DW DISHWASHER

DWG DRAWING

E EAST

EA EACH

EF EPOXY FLOORING

EHD ELECTRIC HAND DRYER

EIFS EXTERIOR INSULATED FINISHING SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

ELEV ELEVATION

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

ABBREVIATIONSSYMBOLSDRAWING INDEX

SHEET

NUMBER SHEET NAME CD

IS

SU

E

GENERAL

G000 COVER SHEET ●

G001 DRAWING INDEX + GENERAL INFORMATION ●

G002 PARTITION TYPES ●

G003 TYPICAL PARTITION DETAILS ●

LIFESAFETY

LS.3 LIFE SAFETY PLAN - BUILDING #300 ●

LS.7 LIFE SAFETY PLAN - BUILDING #700 ●

LS.9 LIFE SAFETY PLAN - BUILDING #900 ●

CIVIL

C0.01 GENERAL NOTES ●

C1.00 OVERALL EXISTING CONDITIONS ●

C1.01 DEMOLITION PLAN ●

C2.00 ENGINEERING SITE PLAN ●

C3.00 GRADING PLAN ●

C4.00 EROSION CONTROL PLAN ●

C4.01 EROSION CONTROL DETAIL ●

C5.00 CIVIL DETAILS ●

C5.01 CIVIL DETAILS ●

STRUCTURAL

S0.1 GENERAL NOTES ●

S0.2 GENERAL NOTES ●

S0.3 GENERAL NOTES ●

S1.0 STRUCTURAL SITE PLAN ●

S1.1 FOUNDATION PLAN - AREA A ●

S1.2 FOUNDATION PLAN - AREA B ●

S1.3 FOUNDATION PLAN - AREA C ●

S2.1 ROOF FRAMING PLAN - AREA A ●

S2.2 ROOF FRAMING PLAN - AREA B ●

S2.3 ROOF FRAMING PLAN - AREA C ●

S3.0 TYPICAL FOUNDATION SECTIONS AND SCHEDULES ●

S4.0 TYPICAL STEEL SECTIONS AND SCHEDULES ●

S4.1 TYPICAL STEEL SECTIONS ●

S4.2 STEEL SECTIONS ●

S4.3 STEEL SECTIONS ●

ARCHITECTURAL SITE

AS.1 ARCHITECTURAL SITE PLAN ●

AS.2 FENCE DETAILS ●

ARCHITECTURE DEMOLITION

AD.0 OVERALL DEMOLITION PLAN ●

AD.3 DEMOLITION PLAN - BUILDING #300 ●

AD.4 DEMOLITION PLAN - BUILDING #400 ●

AD.7 DEMOLITION PLAN - BUILDING #700 ●

AD.9 DEMOLITION PLAN - BUILDING #900 ●

ARCHITECTURE

A0.0 OVERALL FLOOR PLAN ●

A1.1 FLOOR PLAN - BUILDING #100 ●

A1.2 FLOOR PLAN - BUILDING #200 ●

A1.3 FLOOR PLAN - BUILDING #300 ●

A1.4 FLOOR PLAN - BUILDING #400 ●

A1.5 FLOOR PLAN - BUILDING #500 ●

A1.7 FLOOR PLAN - BUILDING #700 ●

A1.8 FLOOR PLAN - BUILDING #800 ●

A1.9 FLOOR PLAN - BUILDING #900 ●

A1.13 LARGE-SCALE PLANS ●

A1.19 LARGE-SCALE PLANS ●

A2.1 REFLECTED CEILING PLAN - BUILDING #100 ●

A2.2 REFLECTED CEILING PLAN - BUILDING #200 ●

A2.3 REFLECTED CEILING PLAN - BUILDING #300 ●

A2.4 REFLECTED CEILING PLAN - BUILDING #400 ●

A2.5 REFLECTED CEILING PLAN - BUILDING #500 ●

A2.7 REFLECTED CEILING PLAN - BUILDING #700 ●

A2.8 REFLECTED CEILING PLAN - BUILDING #800 ●

A2.9 REFLECTED CEILING PLAN - BUILDING #900 ●

A3.0 OVERALL ROOF PLAN ●

A4.1 EXTERIOR ELEVATIONS - BUILDING #100 ●

A4.2 EXTERIOR ELEVATIONS - BUILDING #200 ●

A4.3 EXTERIOR ELEVATIONS - BUILDING #300 ●

A4.4 EXTERIOR ELEVATIONS - BUILDING #400 ●

A4.5 EXTERIOR ELEVATIONS - BUILDING #500 ●

A4.7 EXTERIOR ELEVATIONS - BUILDING #700 ●

A4.8 EXTERIOR ELEVATIONS - BUILDING #800 ●

A4.9 EXTERIOR ELEVATIONS - BUILDING #900 ●

A5.0 WALL SECTIONS ●

A6.0 DOOR AND EQUIPMENT SCHEDULES ●

A6.1 DOOR DETAILS ●

INTERIOR DESIGN

I0.0 FINISH KEY AND ROOM FINISH SCHEDULES ●

I0.1 FINISH TRANSITION DETAILS ●

I1.3 FINISH PLAN - BUILDING #300 ●

I1.7 FINISH PLAN - BUILDING #700 ●

I1.9 FINISH PLAN - BUILDING #900 ●

I2.1 INTERIOR ELEVATIONS ●

I2.2 INTERIOR ELEVATIONS ●

I2.3 TYPICAL TOILET & SPECIALTY EQUIPMENT INFORMATION ●

I3.1 INTERIOR DETAILS ●

I3.2 INTERIOR DETAILS ●

MECHANICAL

M0.1 MECHANICAL GENERAL NOTES AND LEGENDS ●

MD.1 MECHANICAL DEMOLITION PLAN ●

MD.2 MECHANICAL DEMOLITION PLAN ●

M1.1 MECHANICAL PLAN - BUILDING #100 ●

M1.2 MECHANICAL PLAN - BUILDING #200 ●

M1.3 MECHANICAL PLAN - BUILDING #300 ●

M1.4 MECHANICAL PLAN - BUILDING #400 ●

M1.5 MECHANICAL PLAN - BUILDING #500 ●

M1.6 MECHANICAL PLAN - BUILDING #600 ●

M1.7 MECHANICAL PLAN - BUILDING #700 ●

M1.8 MECHANICAL PLAN - BUILDING #800 ●

M1.9 MECHANICAL PLAN - BUILDING #900 ●

M5.1 MECHANICAL DETAILS ●

M5.2 MECHANICAL DETAILS ●

M6.1 MECHANICAL SCHEDULES ●

M6.2 MECHANICAL SCHEDULES ●

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP. JT. EXPANSION JOINT

EXST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FAP FIRE ANNUNCIATOR PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLUOR FLORESCENT

FRP FIBERGLASS REINFORCED PLASTIC PANEL

FT FOOT or FEET

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GND GROUND

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HANDICAPPED

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HR HAND RAIL

HT HEIGHT

HW HAND WASH

HWH HOT WATER HEATER

ID INNER (OR INSIDE) DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JC JANITOR'S CLOSET

JT JOINT

KP KICK PLATE

LAM LAMINATE

LAV LAVATORY

LB(S) POUNDS

LDG LANDING

LF LINOLEUM FLOORING

LT LIGHT

LVT LUXURY VINYL TILE

LWC LINEAR WOOD CEILING

M MISCELLANEOUS

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MI MIRROR

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OH OPPOSITE HAND

OP OVERFLOW PIPE

OPG OPENING

OPP OPPOSITE

P PAINT

PC PRIVACY CURTAIN

PCN PAINTED CONCRETE

PL PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

QS QUARTZ SURFACE

R RISER

RAD RADIUS

RB RUBBER WALL BASE

RBM RUBBER WALL BASE MILWORK PROFILE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER

REF REFRIGERATOR

REFL REFLECTIVE

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RF RUBBER FLOORING

RM ROOM

RO ROUGH OPENING

RP RESIN PANEL

RR RUB RAIL

S SOUTH

SC SCUPPER

SC SEALED CONCRETE

SCHED SCHEDULE

SDT STATIC DISSIPATIVE FLOORING

SECT SECTION

SF SQUARE FOOT

SF SEAMLESS FLOORING

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

ST STONE

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SWP SPECIALTY WALL PANELS

T TREAD

T TRANSITION STRIP

T&G TONGUE & GROOVE

TEL TELEPHONE

THK THICK

TL TILE

TLT TOILET

TO TOP OF

TOS TOP OF STEEL

TP TOILET PARTITION

TR TRIM

TS TACKABLE SURFACE

TYP TYPICAL

TZ TERRAZZO

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VCF VINYL COMPOSITION FLOORING

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VOJ VERIFY ON JOB

VTR VENT TERMINATION PIPE

W WEST

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WALL COVERING

WC WATERCLOSET

WD WOOD

WIN WINDOW

WP WATERPROOF

WP WALL PROTECTION

WS WOOD STAIN

WT WEIGHT

WT WINDOW TREATMENTS

WV WOOD VENEER

WWF WELDED WIRE FABRIC

GENERAL NOTES

EQUIPMENT MATRIX

SECURITY CAMERAS & COMMUNICATIONS OF/OI

EQUIPMENT RESPONSIBILITY

CUBICLES OF/OI

SHOWER UNITS (SS) W/ FOLDING SHOWER SEAT,

CONTROLS, SHOWER HEAD AND SHOWER WAND

OF/OI

URINALS (SS) W/ FLUSH VALVE OF/OI

SHOWER PARTITIONS AND DOORS (SS)

STEAM TABLE (FUTURE)

ICE MACHINE (FUTURE)

DINING SEATING

DINING TABLES

TABLES

SHEET

NUMBER SHEET NAME CD

IS

SU

E

ELECTRICAL

E0.01 ELECTRICAL GENERAL NOTES AND LEGEND ●

E1.00 ELECTRICAL SITE DEMO PLAN ●

E1.01 ELECTRICAL SITE PLAN ●

E1.03 ELECTRICAL DEMOLITION PLAN - BUILDING #300 ●

E1.07 ELECTRICAL DEMOLITION PLAN - BUILDING #700 ●

E1.09 ELECTRICAL DEMOLITION PLAN - BUILDING #900 ●

E2.01 ELECTRICAL POWER PLAN -BUILDING #100 ●

E2.02 ELECTRICAL POWER PLAN -BUILDING #200 ●

E2.03 ELECTRICAL POWER PLAN -BUILDING #300 ●

E2.04 ELECTRICAL POWER PLAN -BUILDING #400 ●

E2.05 ELECTRICAL POWER PLAN -BUILDING #500 ●

E2.07 ELECTRICAL POWER PLAN -BUILDING #700 ●

E2.08 ELECTRICAL POWER PLAN -BUILDING #800 ●

E2.09 ELECTRICAL POWER PLAN -BUILDING #900 ●

E3.03 ELECTRICAL LIGHTING PLAN -BUILDING #300 ●

E3.07 ELECTRICAL LIGHTING PLAN -BUILDING #700 ●

E3.09 ELECTRICAL LIGHTING PLAN -BUILDING #900 ●

E5.01 ELECTRICAL DETAILS ●

E6.01 ELECTRICAL SCHEDULES ●

E6.02 ELECTRICAL SCHEDULES ●

E6.03 ELECTRICAL SCHEDULES ●

E6.04 ELECTRICAL SCHEDULES ●

E6.05 ELECTRICAL SCHEDULES ●

E6.06 ELECTRICAL SCHEDULES ●

E6.07 ELECTRICAL SCHEDULES ●

E6.08 ELECTRICAL SCHEDULES ●

E6.09 ELECTRICAL SCHEDULES ●

E6.10 ELECTRICAL SCHEDULES ●

E6.11 ELECTRICAL SCHEDULES ●

E7.01 ELECTRICAL DIAGRAMS ●

PLUMBING

P0.0 PLUMBING GENERAL NOTES AND LEGEND ●

P0.1 DEMOLITION SITE PLAN - PLUMBING ●

P0.2 SITE PLAN - PLUMBING ●

P1.1 PLUMBING DEMOLITION PLAN - BUILDING #100 ●

P1.2 PLUMBING DEMOLITION PLAN - BUILDING #200 ●

P1.3 PLUMBING DEMOLITION PLAN - BUILDING #300 ●

P1.4 PLUMBING DEMOLITION PLAN - BUILDING #400 ●

P1.5 PLUMBING DEMOLITION PLAN - BUILDING #500 ●

P1.7 PLUMBING DEMOLITION PLAN - BUILDING #700 ●

P1.8 PLUMBING DEMOLITION PLAN - BUILDING #800 ●

P1.9 PLUMBING DEMOLITION PLAN - BUILDING #900 ●

P2.3 PLUMBING UNDERSLAB PLAN -BUILDING #300 ●

P2.7 PLUMBING UNDERSLAB PLAN -BUILDING #700 ●

P2.9 PLUMBING UNDERSLAB PLAN -BUILDING #900 ●

P3.3 PLUMBING WASTE AND VENT PLAN -BUILDING #300 ●

P3.7 PLUMBING WASTE AND VENT PLAN -BUILDING #700 ●

P3.9 PLUMBING WASTE AND VENT PLAN -BUILDING #900 ●

P4.1 PLUMBING SUPPLY PLAN -BUILDING #100 ●

P4.2 PLUMBING SUPPLY PLAN -BUILDING #200 ●

P4.3 PLUMBING SUPPLY PLAN -BUILDING #300 ●

P4.4 PLUMBING SUPPLY PLAN -BUILDING #400 ●

P4.5 PLUMBING SUPPLY PLAN -BUILDING #500 ●

P4.7 PLUMBING SUPPLY PLAN -BUILDING #700 ●

P4.8 PLUMBING SUPPLY PLAN -BUILDING #800 ●

P4.9 PLUMBING SUPPLY PLAN -BUILDING #900 ●

P5.1 PLUMBING DETAILS ●

P5.2 PLUMBING DETAILS ●

P5.3 PLUMBING DETAILS ●

P6.1 PLUMBING SCHEDULES ●

P6.2 PLUMBING SCHEDULES ●

P7.1 PLUMBING RISERS ●

P7.2 PLUMBING RISERS ●

P7.3 PLUMBING GAS RISERS ●

P7.4 PLUMBING GAS RISERS ●

EQUIPMENT MATRIX NOTES:

CF/CI = CONTRACTOR FURNISHED / CONTRACTOR INSTALLED

OF/OI = OWNER FURNISHED / OWNER INSTALLED

LAVATORIES (SS) W/ CONTROL VALVES OF/OI

MIRRORS (SS) OVER LAVATORIES OF/OI

SIDE AND REAR GRAB BARS (SS) OF/OI

WATER CLOSETS (SS) COMPLETE W/ FLUSH VALVE OF/OI

TOILET PAPER DISPENSER (SS) OF/OI

TOILET PARTITIONS AND DOORS (SS) OF/OI

OF/OI

OF/OI

OF/OI

OF/OI

OF/OI

OF/OI

MOP SINK (SS) OF/OI

HAND SINK (ROOM 927) CF/CI

WATER CLOSETS COMPLETE W/ FLUSH VALVE

(ROOMS 906, 920, & 921 ONLY)

CF/CI

LAVATORIES W/ CONTROL VALVES

(ROOMS 906, 920, & 921 ONLY)

CF/CI

COUNTERTOP SINKS (SS) W/ CONTROL VALVES OF/OI

UTILITY SINK (ROOMS 302 & 702) CF/CI

03/21/25

SIDE AND REAR GRAB BARS (SS)

(ONLY IN ROOMS 906, 920, & 921)

CF/CI

MIRRORS (SS) OVER LAVATORIES

(ROOMS 906, 920, & 921 ONLY)

CF/CI

TOILET PAPER DISPENSER (SS)

(ROOMS 906, 920, & 921 ONLY)

CF/CI

DRINKING FOUNTAINS OF/OI

WIRE PARTITIONS

SECURITY FENCING AND GATES

OF/OI

OF/OI

No. Description Date

TYPE 'H'

CONT. METAL SLOTTED

DEFLECTION TRACK, ATTACHED TO

BOTTOM OF STRUCTURE

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

CEILING RE: REFLECTED

CEILING PLAN

DECK

RE: STRUCTURAL

ACOUSTICAL SEALANT AT

SOUND ATTENUATED WALLS

MINERAL WOOL INSULATION

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY & FINISH

PLAN

IMPACT RESISTANT GYP

BOARD, ONE SIDE

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL FINISH

MATERIALS

ROOM

SIDE

AT

F

LO

OR

SE

CT

IO

N

VI

EW

PL

AN

AT

C

EI

LIN

G

SE

CT

IO

N

AT

T

OP

SE

CT

IO

N

"H4" "H4s"4" MTL STUDS

W/ SOUND ATTENUATION

4" MTL STUDS

BASE PARTITION

ACOUSTICAL SEALANT AT

SOUND ATTENUATED WALLS;

FIRE RATED SEALANT AT

RATED WALLS

CEILING RE: REFLECTED

CEILING PLAN

TYPE 'K'

AT

F

LO

OR

SE

CT

IO

N

VI

EW

PL

AN

AT

C

EI

LIN

G

SE

CT

IO

N

AT

T

OP

SE

CT

IO

N

GROUTING AND REINFORCING, RE:

STRUCTURAL

"K4" "K6" "K8"

4" CMU BLOCK

6" CMU BLOCK

8" CMU BLOCK

BASE PARTITION

2'- 3"

2'- 1"

2'- 1 3

/4" 2'-

9 3 /4"

CONT. METAL SLOTTED

DEFLECTION TRACK, ATTACHED TO

BOTTOM OF STRUCTURE

"A4" "A8"

COMPOSITE, NON-RATED PARTITION

(TO UNDERSIDE OF STRUCTURE)

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

4" MTL STUDS

8" MTL STUDS

W/ SOUND ATTENUATION

TYPE 'A'

CEILING RE: REFLECTED

CEILING PLAN

IMPACT RESISTANT GYP

BOARD TO STRUCTURE,

BOTH SIDES

DECK

RE: STRUCTURAL

ACOUSTICAL SEALANT AT

SOUND ATTENUATED WALLS

MINERAL WOOL INSULATION

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY & FINISH

PLAN

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL FINISH

MATERIALS

AT

F

LO

OR

SE

CT

IO

N

VI

EW

PL

AN

AT

C

EI

LIN

G

SE

CT

IO

N

AT

T

OP

SE

CT

IO

N

1'- 4"

"A4s" "A8s"

4" MTL STUDS

8" MTL STUDS

BASE PARTITION

MI

N6"

MTL STUD BRACING @

48" O.C. MAX, VERIFY W/

STUD MFG TO VERIFY

LIMITING HEIGHT

NON-COMPOSITE, BRACED @ 48" O.C. NON-

RATED PARTITION

TYPE 'D'

CEILING RE: REFLECTED

CEILING PLAN

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY & FINISH

PLAN

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

IMPACT RESISTANT GYP

BOARD, BOTH SIDES

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL FINISH

MATERIALS

AT

F

LO

OR

SE

CT

IO

N

VI

EW

PL

AN

AT

C

EI

LIN

G

SE

CT

IO

N

AT

T

OP

SE

CT

IO

N

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

36"MIN.

S.A.BLANKETS

36" MIN.

S.A.BLANKETS

"D4" "D8"

4" MTL STUDS

8" MTL STUDS

W/ SOUND ATTENUATION

"D4s" "D8s"

4" MTL STUDS

8" MTL STUDS

BASE PARTITION

MTL STUD BRACING @

48" O.C. MAX, VERIFY W/

STUD MFG TO VERIFY

LIMITING HEIGHT

MI

N6"

NON-COMPOSITE, BRACED @ 48" O.C. NON-RATED PARTITION. GYP

ONE SIDE.

TYPE 'E'

CEILING RE: REFLECTED

CEILING PLAN

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY & FINISH

PLAN

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

IMPACT RESISTANT GYP

BOARD, ONE SIDE

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL FINISH

MATERIALS

ROOM SIDE

AT

F

LO

OR

SE

CT

IO

N

VI

EW

PL

AN

AT

C

EI

LIN

G

SE

CT

IO

N

AT

T

OP

SE

CT

IO

N

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

36"MIN.

S.A.BLANKETS

"E4" 4" MTL STUDS

W/ SOUND ATTENUATION

"E4s" 4" MTL STUDS

BASE PARTITION

1.

2.

3.

4.

5.

6.

7.

8.

9.

A.

B.

NOT ALL PARTITION TYPES SHOWN ON THIS SHEET MAY BE USED IN PROJECT.

REFER TO PLANS FOR ACTUAL PARTITION TYPES USED.

ALL PARTITION TYPES TO BE "A4" UNLESS NOTED OTHER WISE.

REFER TO PLANS AND WALL PARTITION LEGEND FOR RATED PARTITIONS.

ALL RATED PARTITIONS SHALL BE CONSTRUCTED FIRST, IN ORDER OF PRIORITY (SEE

WALL / PARTITION PRIORITY LEGEND BELOW). SECONDARY PARTITIONS TO ABUT

BUT NOT PENETRATE RATED WALLS AS SHOWN IN WALL ABUTMENT DETAIL ON

TYPICAL PARTITION DETAILS SHEET.

WHERE PARTITION TYPE INDICATES GYP. BD. TO BTM. OF DECK, STOP GYP. BD. 1/2"

BELOW LINE OF STRUCTURE AND SEAL.

IF A FIRE RATED PARTITION OCCURS UNDER A STRUCTURAL MEMBER (OR OTHER

OBSTRUCTION), IT IS THE CONTRACTORS RESPONSIBILITY TO CONTINUE THE FIRE

RATING OF THE PARTITION TO THE UNDERSIDE OF THE ROOF AND/OR FLOOR DECK.

SEAL ALL PENETRATIONS (DUCTS, CONDUITS, STRUCTURE, ETC.) THROUGH

ACOUSTIC AND FIRE RATED ASSEMBLIES IN CONFORMANCE WITH THE U.L. DESIGN

TYPE, THE STC RATING, APPLICABLE FIRE CODES, AND APPLICABLE LOCAL CODES.

BASE PROFILES DEPICTED IN WALL TYPES ARE DIAGRAMMATIC, CONTRACTOR TO

REFER TO FINISH KEY AND ENLARGED BASE DETAILS FOR MATERIALS,

CONSTRUCTION AND PLACEMENT.

REFER TO SPECIFICATIONS FOR METAL STUD GAUGE, SPACING, BRACING AND

DEFLECTION REQUIREMENTS.

ACOUSTICAL NOTES:

PARTITIONS INDICATED IN PLAN WITH PARTITION TAG TO BE INSTALLED W/ S.A.B

(SOUND ATTENUATION BLANKETS) AS INDICATED IN PARTITION TYPE. ADD

ACOUSTICAL SEALANT AT TOPS AND BOTTOMS OF WALLS, AND AT PENETRATIONS

TO MAINTAIN STC RATING OF PARTITION TYPE.

PROVIDE 2 STUDS BETWEEN PENETRATIONS (OUTLETS) ON OPPOSITE SIDES OF

PARTITIONS INDICATED TO ACHIEVE AN STC RATING. SEAL PERIMETER OF EACH

OUTLET WITH ACOUSTICAL SEALANT AND SEAL BACK OF OUTLET BOX WITH

OUTLET BOX PADS. REFER TO G SHEETS FOR DETAILS.

GENERAL PARTITION NOTES

WALL PARTITION / PRIORITY LEGEND

PRIORITY ORDER OF CONSTRUCTION

TWO HOUR FIRE /SMOKE BARRIER

TWO HOUR FIRE RATED BARRIER

ONE HOUR FIRE/SMOKE BARRIER

ONE HOUR FIRE RATED BARRIER

SMOKE PARTITION

NON RATED PARTITION

HIGHEST

LOWEST

**REFER TO WALL ABUTMENT DETAIL AND PARTITIONS @ EXTERIOR WALLS DETAILS ON

TYPICAL PARTITION DETAILS SHEET FOR ADDITIONAL INFORMATION

A6s

STUD SIZE

PARTITION TYPE

SOUND

ATTENUATION

(WHERE

APPLICABLE)

TYPICAL PARTITION TAG

CONT. METAL SLOTTED

DEFLECTION TRACK, ATTACHED TO

BOTTOM OF STRUCTURE

"L4" "L8"

COMPOSITE, NON-RATED PARTITION

(TO UNDERSIDE OF STRUCTURE)

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

4" x 16 GA MTL STUDS 8" x 16 GA MTL STUDS

W/ SOUND ATTENUATION

TYPE 'L'

CEILING RE: REFLECTED

CEILING PLAN

IMPACT RESISTANT GYP

BOARD TO STRUCTURE,

BOTH SIDES

DECK

RE: STRUCTURAL

ACOUSTICAL SEALANT AT

SOUND ATTENUATED WALLS

MINERAL WOOL INSULATION

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY & FINISH

PLAN

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL FINISH

MATERIALS

AT

F

LO

OR

SE

CT

IO

N

VI

EW

PL

AN

AT

C

EI

LIN

G

SE

CT

IO

N

AT

T

OP

SE

CT

IO

N

1'- 4"

"L4s" "L8s"

4" x 16 GA MTL STUDS 8" x 16 GA MTL STUDS

BASE PARTITION

14 GA SHEET STEEL

ATTACHED TO STUDS,

BOTH SIDES

TYPE 'M'

CONT. METAL SLOTTED

DEFLECTION TRACK, ATTACHED TO

BOTTOM OF STRUCTURE

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

CEILING RE: REFLECTED

CEILING PLAN

DECK

RE: STRUCTURAL

ACOUSTICAL SEALANT AT

SOUND ATTENUATED WALLS

MINERAL WOOL INSULATION

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY & FINISH

PLAN

IMPACT RESISTANT GYP

BOARD, ONE SIDE

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL FINISH

MATERIALS

ROOM

SIDE

AT

F

LO

OR

SE

CT

IO

N

VI

EW

PL

AN

AT

C

EI

LIN

G

SE

CT

IO

N

AT

T

OP

SE

CT

IO

N

"M4" "M4s"4" MTL STUDS

W/ SOUND ATTENUATION

4" MTL STUDS

BASE PARTITION

14 GA SHEET STEEL

ATTACHED TO STUDS,

BOTH SIDES

TYPE 'N'

5'- 4"

"N4" "N6" "N8"

4" CMU BLOCK

6" CMU BLOCK

8" CMU BLOCK

BASE PARTITION

GROUTING AND REINFORCING, RE:

STRUCTURAL

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

5/

/2

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PARTITION TYPES

MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/25

PROPOSAL

03/21/25

No. Description Date

30'-0" OC MAX30'-0" OC MAX

30'-0" OC MAX30'-0" OC MAX 30'-0" OC MAX30'-0" OC MAX

IN ALL RATED PARTITIONS AND SMOKE PARTITIONS, THE SURFACE AREA OF INDIVIDUAL METALLIC OUTLET OR SWITCH BOXES SHALL NOT EXCEED 16 SQUARE INCHES. THE AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. BOXES WHICH EXCEED THESE STANDARDS SHALL BE RECESSED AS SHOWN IN "RECESSED EQUIPMENT, BOXES AND DEVICES" DETAIL. BOXES LOCATED ON OPPOSITE SIDES OF RATED AND / OR SMOKE PARTITIONS SHALL BE SEPARATED BY HORIZONTAL DISTANCE OF 24 INCHES

MINIMUM.

ACOUSTICAL SEALANT BACK AND SIDES OF BOX AS

NECESSARY FOR SOUND RATING

TELEPHONE, ELECTRICAL

BOXES, ETC MAX 16 SQ IN

OPENING IN RATED OR SMOKE

WALL SEAL BOXES TIGHT TO

GYP BD WITH ACOUSTICAL

SEALANT (1/4" MAX JOINT

BETWEEN BOX AND ALL

LAYERS OF GYP BD)

ADJACENT ELECTRICAL BOXES

SHALLOW FIRE SIDE BOX DETAIL

NOTE:

REQUIRED WHERE BOX EXCEEDS 16 SQ IN OR

AGGREGATE OF BOXES EXCEEDS 100 SQ IN / 100 SF OF

WALL AREA

LAMINATE BACK PIECE TO

WALLBOARD

2'-0" MIN SPACING

W

AL

L T

YP

E

RE

FE

R

TO

"A" RATED WALL

REFER TO PARTITION TYPES FOR

WALL CONSTRUCTION

TAPE, FINISH AND SEAL ALL

PENETRATIONS IN GYP BOARD

BEHIND CABINET

VA

RI

ES

NOTE:

PROVIDE GYP BD CONTROL JOINTS AT 30'-0"

OC MAX EACH DIRECTION.

REFER TO PARTITION TYPES FOR TYPICAL

WALL CONSTRUCTION.

PROVIDE CONTROL JOINTS AT BOTH SIDES

OF DOOR FRAME TYPICAL UNO.GYP BD CONTROL

JOINT - TYP EA. SIDE

2 LAYERS

5/8" GYP BD

FIRESAFING

NON-RATED PARTITION

OPTION 1

ONE-HOUR RATED PARTITION

OPTION 2

ONE-HOUR RATED PARTITION

1/2"

1/2"1/2"

GYP BD CONTROL

JOINT - TYP EA. SIDE

NON-RATED WALL ASSEMBLY -

REF TO PARTITION TYPES FOR

WALL CONSTRUCTION

GYP BD

BATT

INSULATION

TAPE AND JOINT COMPOUND

STEEL STUDS - REF

STRUCTURAL

EXTERIOR SHEATHING AS

SPECIFIED

EXTERIOR WALL ASSEMBLY -

VARIES, REF PLAN AND WALL

SECTIONS FOR ACTUAL

CONSTRUCTION

GYP BD PATCH - BUTTER ENTIRE

BACK SIDE OF SURFACE. DO NOT

REMOVE JOINT COMPOUND

DISPLACED AT EDGES

CUT OPENING TO WITHIN 1/4" OF

PENETRATION AND SEAL WITH JOINT

COMPOUND

TYPE "S" SCREWS FASTENED TO

STUD - MIN 2 SCREWS PER SECTION

MI

N

2 2

/25 6"

MI

N3"

MI

N

2 2

/25 6"

MI

N3"

MIN

3"

OPENINGS UNDER 3"

1.

2.

3.

4.

5.

NOTES:

IF ANY PIPES ARE TO BE INSULATED, DO NOT RUN INSULATION THROUGH A RATED AND/OR SMOKE

WALL. AFTER PACKING GAP AROUND PIPE THROUGH THE WALL WITH SAFING INSULATION AND

DRYWALL MUD, FLARE INSULATION ONTO FACE OF WALL AROUND PIPE ON BOTH SIDES OF WALL, AND

SEAL TO FACE OF WALL WITH INSULATION MASTIC.

ONLY ONE (1) LAYER ON EACH SIDE OF WALL REQUIRED FOR 1 OR 2 HOUR WALLS. BLOW-OUT PATCH IS

NOT ACCEPTABLE ON WALLS RATED AT 3 OR 4 HOURS.

BUTTER ENTIRE BACK SIDE OF PATCH WITH JOINT COMPOUND.

LEAVE ALL SCREWS EXPOSED.

PATCHES SHALL BE TYPE "X" GYP IN THE SAME THICKNESS USED FOR WALL CONSTRUCTION.

CENTERLINE OF

STUD

3"

UN

DE

R

TAPE AND BED

GYP BD

GYP BD PATCH - CUT GYP BD

OPENING TO STUD ON EITHER SIDE

OF PENETRATION AND SECURE

PATCH TO STUDS W/ 3" MIN

OVERLAP. TAPE AND BED TO EXIST

GYP BD

CUT OPENING TO WITHIN 1/4" OF

PENETRATION AND SEAL WITH JOINT

COMPOUND

TYPE "S" SCREWS FASTENED TO

STUD - MIN 2 SCREWS PER SECTION

MI

N

3 3 /25

6"

MI

N3"

MI

N 3 3

/25 6"

MI

N3"

MIN

3"

OPENINGS OVER 3"

CENTERLINE OF

STUD

OV

ER

3"

SECTION

RUNNER CHANNELS, TYP

UNSLEEVED PENETRATIONS

WIRE PENETRATIONS

PLASTIC UP TO 2"

PIPE OR CONDUIT

TYPICAL SEAL

FOR PIPES AND CONDUITS NOT SUBJECT TO

MOVEMENT OR CONDENSATION

UNSLEEVED WIRE UP TO A 2" BUNDLE

SECURE

ACOUSTIC CAULK

1/2" MAX (PROVIDE SAFING INSUL. IF OVER 1/2")

TYPICAL FIRE-RATED SEAL

CONDUIT FOR BUNDLED WIRES OVER 2"

SLEEVES SHALL BE SECURED IN THE WALL

TO PREVENT MOVEMENT

FIRE AND/OR SMOKE WALL PENETRATIONS

PLASTER, DRYWALL, CONCRETE, OR MASONRY

TYPICAL SEALS AS FOLLOWS:

LESS THAN 1/2" - ACOUSTIC CAULK OR DRYWALL

JOINT COMPOUND (NOT TAPE)

MORE THAN 1/2" - BLOW-OUT PATCH OR

PROPRIETARY SYSTEM

SLEEVED PENETRATIONS

SAFING FOR PIPING NOT SUBJECT TO

CONDENSATION OR FOAMGLASS IN SLEEVE OR

FIBERGLASS WITH PROPRIETARY SYSTEM FOR

PIPING SUBJECT TO CONDENSATION

MIN 20 GA GALV SLEEVE - SECURE IN WALL

INSULATION WHERE APPLICABLE

TYPICAL SEAL

PROPRIETARY SYSTEMS

FOR PIPES AND CONDUITS SUBJECT TO VIBRATION, EXPANSION,

CONTRACTION, AND/OR CONDENSATION

15/16" 15/16"

RATED AND/OR SMOKE WALL

ASSEMBLY - REF TO PARTITION

TYPES FOR WALL CONSTRUCTION

REFER TO WALL

SECTIONS AND

DETAILS FOR

WALL MATERIALS

SEAL ANY PENETRATIONS THRU

RATED AND/OR SMOKE WALL

PER PENETRATION DETAILS

TAPE AND JOINT COMPOUND

STEEL STUDS - REF

STRUCTURAL

EXTERIOR SHEATHING AS

SPECIFIED

EXTERIOR WALL ASSEMBLY - VARIES, REF

PLAN AND WALL SECTIONS FOR ACTUAL

CONSTRUCTION

EXTEND RATED AND/OR

SMOKE WALL INTO

OVERHANG ABOVE AND/OR

INTO SILL BELOW AND SEAL

ALL PENETRATIONS PER

PENETRATION DETAILS

2-

HR

R

AT

ED

W

AL

L

1-HR RATED FLOOR

1-

HR

R

AT

ED

W

AL

L

2-HR RATED FLOOR

NO

N-

RA

TE

D W

AL

L

RATED FLOOR

22 GA. MTL SLEEVE, STUD BLOCKING

WHERE REQ. TO HOLD SLEEVE.

TERMINATE SLEEVE FLUSH WITH FACES

OF WALL

PENETRATING DUCT, PIPE, OR CONDUIT

TY

P

1/2

1"

AL

L S

ID

ES

FILL SPACE WITH RATED MINERAL

FIBER, RECESSED INTO SLEEVE 1/2"

U.N.O BY THE SPECIFIC U.L. SYSTEM

FOR THE REQ. SEALANT THICKNESS

SEAL RECESS WITH NON-HARDENING

SEALANT, BOTH SIDES OF WALL TYP.

RE: SPECIFICATIONS FOR ACOUSTICAL AND

FIRE RATED SEALANT

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

5/

/2

:1 2:

A

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//5

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U ni t/M on tfo rd

U ni t - A rc h

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G003

TYPICAL PARTITION

DETAILS

MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/25

PROPOSAL

1 1/2" = 1'-0"7 ELEC BOX RATED / SMOKE WALLS

1" = 1'-0"8 RECESSED EQUIPMENT, BOXES & DEVICES DETAIL

1 1/2" = 1'-0"3 GYP BD CONTROL JOINT DETAIL

1 1/2" = 1'-0"2 NON-RATED WALL ABUTTING EXTERIOR WALL DTL

1 1/2" = 1'-0"5

PATCH @ PENETRATIONS IN

RATED / SMOKE WALLS

1 1/2" = 1'-0"6 RATED SMOKE WALL PENETRATIONS

1 1/2" = 1'-0"1 RATED AND/OR SMOKE WALL @ EXTERIOR WALL

1 1/2" = 1'-0"4 FLOOR ABUTMENT DETAILS

1 1/2" = 1'-0"9 TYP. STUD WALL ACOUSTICAL PENETRATION

03/21/25

No. Description Date

LIFE SAFETY LEGEND

CPT PATH #

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

SMOKE PARTITION

1 HOUR RATED

FIRE/SMOKE BARRIER

2 HOUR RATED

FIRE/SMOKE BARRIER

COMMON PATH OF TRAVEL (CPT)

GREATEST DIAGONAL DISTANCE (GDD)

MAX TRAVEL DISTANCE (MTD)

EXIT SEPARATION DISTANCE (ESD)

CPT #-# MTD #-#

ESD #GDD #

CPT SEGMENT # MTD PATH # MTD SEGMENT #

GDD PATH # ESD PATH #

EXIT SIGN - SHADED SIDE

DENOTES FACE, ARROW DENOTES

DIRECTION TO EXIT

SQ. FT. OF

SPACE OR

ROOM

EXIT MAX CAPACITY

EXIT WIDTH (INCHES)

EXIT NO.

NUMBER OF OCC EXITING

FIRE HOSE REEL

A-1 9999 SF

Name

OCCUPANCY

CAP

32"

LIFE SAFETY GENERAL NOTES

1.

2.

3.

4.

5.

6.

REFER TO A100 SERIES SHEETS FOR RATED AND NON-RATED PARTITION TYPES.

REFER T0 THE MECHANICAL DRAWINGS FOR FIRE DAMPER AND/OR FIRE/ SMOKE DAMPER LOCATIONS.

REFER TO THE ELECTRICAL DRAWINGS FOR EMERGENCY ILLUMINATION AND ALL FIRE ALARM

DEVICES.

ALL DOOR HARDWARE SHALL MEET OR EXCEED ALL APPLICABLE CODES.

PROVIDE FIRE EXTINGUISHERS AS SHOWN ON PLANS AND/ OR AS DIRECTED BY THE FIRE MARSHAL'S

OFFICE.

REFER TO G003 FOR PARTITION TYPES

LIFE SAFETY SUMMARY #300

AUTHORITY HAVING JURISDICTION

APPLICABLE BUILDING CODES

TDJC, CITY OF LUBBOCK

BUILDING CODE

FIRE / LIFE SAFETY CODE

PLUMBING CODE

MECHANICAL CODE

ELECTRICAL CODE

ENERGY CODE

ACCESSIBILITY CODE

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2020 NATIONAL ELECTRICAL CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2012 TEXAS ACCESSIBILITY STANDARDS / 2010 ADA

FIRE SUPPRESSION (IEBC 403) FIRE HOSE REEL IN CABINET

IIBCONSTRUCTION TYPE

VARIES - RE: PLANOCCUPANCY TYPE

BUILDING CODE SUMMARY

BUILDING AREA (GROSS) 8,825 SF

AREA LIMITATION PER STORY N/A

HEIGHT LIMITATION

BUILDING OCCUPANT COUNT

EGRESS COMPONENTS

EXIT DOORS

EXITING

IBC 1006.3.3 2 REQ'D. 3 PROVIDED.

SPACES REQUIRING 2 EXITS 50+ OCCUPANTS

EXIT ACCESS TRAVEL DISTANCE N/A

COMMON PATH OF EGRESS N/A

ARRANGEMENT OF EXITS IBC 1007.1.1: 1/2 OF MAXIMUM OVERALL DIAGONAL

FIRE RESISTANCE REQUIREMENT

FIRE RATING REQUIREMENTS TABLE 601

PRIMARY STRUCTURAL FRAME: 0 HR

BEARING WALLS (EXT & INT): 0 HR

NON BEARING INTERIOR WALLS: 0 HR

FLOOR & SECONDARY MEMBERS: 0 HR

ROOF & SECONDARY MEMBERS: 0 HR

EXTERIOR FIRE SEPARATION

CONSTRUCTION TYPE: IIB

TABLE 705.5

X < 5 = 1 HR

5' < X < 10' = 1 HR

10' < X < 30' = 0 HR

X > 30' = 0 HR

CORRIDORS

OTHER PERMANENT PARTITIONS

N/A

IBC 602 & 603

IBC 1011.2

EXISTING BUILDING 2021 INTERNATIONAL EXISTING BUILDING CODE

CONSTRUCTION TYPE: IIB

32" MIN CLEAR. 48 MAX LEAF

N/A

PLUMBING FIXTURE CALCULATION

BASED ON 2021 IBC, CHAPTER 29 TABLE 2902.1

NO. OF OCCUPANTS: 56 GROUP: I-3 INSTITUTIONAL

WATER CLOSETS

PROVIDED

1:15

4 4 1

1:100 1

1 15

1:15

4 9

REQUIRED

LAVATORIES

PROVIDEDREQUIRED

DRINKING FOUNTAINS

PROVIDEDREQUIRED

SERVICE SINKS

PROVIDEDREQUIRED

1404 SFA3

DINING

798 SF-

TOILETS / SHOWERS

48 SF-

MECH / ELEC

6090 SFI-3

DORMITORY

34 SF-

JAN

181'-0" = GREATEST DIAGONAL

181'-0" / 2 = 90'-6" MIN EXIT SEPARATION

93'-4" EXIT SEPARATION

40 SF

MECH / ELEC

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

5/

/2

:1 2:

A

M Au to de sk D oc s:

//5

T D

C J

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U ni t/M on tfo rd

U ni t - A rc h

M od el .rv t

C O

N

VE

R T

TR

U

ST

Y

C A

M P

TO

SH

EL

TE

R

ED

B

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S

FA

C

IL

IT

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XA

S D

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T O

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K, T

X

LS.3

LIFE SAFETY PLAN -

BUILDING #300

MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/25

PROPOSAL

PLAN

NORTH

1/8" = 1'-0"1 LIFE SAFETY PLAN - BUILDING #300

03/21/25

No. Description Date

798 SF

TOILETS / SHOWERS

1404 SF

DINING

6090 SFI-3

DORMITORY

48 SF

MECH / ELEC

40 SF

MECH / ELEC

34 SF

JAN

181'-0" = GREATEST DIAGONAL

181'-0" / 2 = 90'-6" MIN EXIT SEPARATION

93'-4" EXIT SEPARATION

LIFE SAFETY LEGEND

CPT PATH #

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

SMOKE PARTITION

1 HOUR RATED

FIRE/SMOKE BARRIER

2 HOUR RATED

FIRE/SMOKE BARRIER

COMMON PATH OF TRAVEL (CPT)

GREATEST DIAGONAL DISTANCE (GDD)

MAX TRAVEL DISTANCE (MTD)

EXIT SEPARATION DISTANCE (ESD)

CPT #-# MTD #-#

ESD #GDD #

CPT SEGMENT # MTD PATH # MTD SEGMENT #

GDD PATH # ESD PATH #

EXIT SIGN - SHADED SIDE

DENOTES FACE, ARROW DENOTES

DIRECTION TO EXIT

SQ. FT. OF

SPACE OR

ROOM

EXIT MAX CAPACITY

EXIT WIDTH (INCHES)

EXIT NO.

NUMBER OF OCC EXITING

FIRE HOSE REEL

A-1 9999 SF

Name

OCCUPANCY

CAP

32"

LIFE SAFETY GENERAL NOTES

1.

2.

3.

4.

5.

6.

REFER TO A100 SERIES SHEETS FOR RATED AND NON-RATED PARTITION TYPES.

REFER T0 THE MECHANICAL DRAWINGS FOR FIRE DAMPER AND/OR FIRE/ SMOKE DAMPER LOCATIONS.

REFER TO THE ELECTRICAL DRAWINGS FOR EMERGENCY ILLUMINATION AND ALL FIRE ALARM

DEVICES.

ALL DOOR HARDWARE SHALL MEET OR EXCEED ALL APPLICABLE CODES.

PROVIDE FIRE EXTINGUISHERS AS SHOWN ON PLANS AND/ OR AS DIRECTED BY THE FIRE MARSHAL'S

OFFICE.

REFER TO G003 FOR PARTITION TYPES

PLUMBING FIXTURE CALCULATION

BASED ON 2021 IBC, CHAPTER 29 TABLE 2902.1

NO. OF OCCUPANTS: 56 GROUP: I-3 INSTITUTIONAL

WATER CLOSETS

PROVIDED

1:15

4 4 1

1:100 1

1 15

1:15

4 9

REQUIRED

LAVATORIES

PROVIDEDREQUIRED

DRINKING FOUNTAINS

PROVIDEDREQUIRED

SERVICE SINKS

PROVIDEDREQUIRED

LIFE SAFETY SUMMARY #700

AUTHORITY HAVING JURISDICTION

APPLICABLE BUILDING CODES

TDJC, CITY OF LUBBOCK

BUILDING CODE

FIRE / LIFE SAFETY CODE

PLUMBING CODE

MECHANICAL CODE

ELECTRICAL CODE

ENERGY CODE

ACCESSIBILITY CODE

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2020 NATIONAL ELECTRICAL CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2012 TEXAS ACCESSIBILITY STANDARDS / 2010 ADA

FIRE SUPPRESSION (IEBC 403) FIRE HOSE REEL IN CABINET

IIBCONSTRUCTION TYPE

VARIES - RE: PLANOCCUPANCY TYPE

BUILDING CODE SUMMARY

BUILDING AREA (GROSS) 8,825 SF

AREA LIMITATION PER STORY N/A

HEIGHT LIMITATION

BUILDING OCCUPANT COUNT

EGRESS COMPONENTS

EXIT DOORS

EXITING

IBC 1006.3.3 2 REQ'D. 3 PROVIDED.

SPACES REQUIRING 2 EXITS 50+ OCCUPANTS

EXIT ACCESS TRAVEL DISTANCE N/A

COMMON PATH OF EGRESS N/A

ARRANGEMENT OF EXITS IBC 1007.1.1: 1/2 OF MAXIMUM OVERALL DIAGONAL

FIRE RESISTANCE REQUIREMENT

FIRE RATING REQUIREMENTS TABLE 601

PRIMARY STRUCTURAL FRAME: 0 HR

BEARING WALLS (EXT & INT): 0 HR

NON BEARING INTERIOR WALLS: 0 HR

FLOOR & SECONDARY MEMBERS: 0 HR

ROOF & SECONDARY MEMBERS: 0 HR

EXTERIOR FIRE SEPARATION

CONSTRUCTION TYPE: IIB

TABLE 705.5

X < 5 = 1 HR

5' < X < 10' = 1 HR

10' < X < 30' = 0 HR

X > 30' = 0 HR

CORRIDORS

OTHER PERMANENT PARTITIONS

N/A

IBC 602 & 603

IBC 1011.2

EXISTING BUILDING 2021 INTERNATIONAL EXISTING BUILDING CODE

CONSTRUCTION TYPE: IIB

32" MIN CLEAR. 48 MAX LEAF

N/A

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

5/

/2

:1 2:

A

M Au to de sk D oc s:

//5

T D

C J

M on tfo rd

U ni t/M on tfo rd

U ni t - A rc h

M od el .rv t

C O

N

VE

R T

TR

U

ST

Y

C A

M P

TO

SH

EL

TE

R

ED

B

ED

S

FA

C

IL

IT

Y

TE

XA

S D

EP

AR

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EN

T O

F C

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J U

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P

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BB

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K, T

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LS.7

LIFE SAFETY PLAN -

BUILDING #700

MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/25

PROPOSAL

PLAN

NORTH

1/8" = 1'-0"1 LIFE SAFETY PLAN - BUILDING #700

03/21/25

No. Description Date

6498 SFI-3

Area

608 SFI-3

INMATE HOLDING

161'-0" = GREATEST DIAGONAL

161'-0" / 2 = 80'-6" MIN EXIT SEPARATION

82'-6" EXIT SEPARATION

1011 SF

STORAGE

276 SF

JAN

361 SF

STORAGE

127 SF

TOILETS / SHOWERS

136 SF

TOILETS / SHOWERS

LIFE SAFETY LEGEND

CPT PATH #

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

SMOKE PARTITION

1 HOUR RATED

FIRE/SMOKE BARRIER

2 HOUR RATED

FIRE/SMOKE BARRIER

COMMON PATH OF TRAVEL (CPT)

GREATEST DIAGONAL DISTANCE (GDD)

MAX TRAVEL DISTANCE (MTD)

EXIT SEPARATION DISTANCE (ESD)

CPT #-# MTD #-#

ESD #GDD #

CPT SEGMENT # MTD PATH # MTD SEGMENT #

GDD PATH # ESD PATH #

EXIT SIGN - SHADED SIDE

DENOTES FACE, ARROW DENOTES

DIRECTION TO EXIT

SQ. FT. OF

SPACE OR

ROOM

EXIT MAX CAPACITY

EXIT WIDTH (INCHES)

EXIT NO.

NUMBER OF OCC EXITING

FIRE HOSE REEL

A-1 9999 SF

Name

OCCUPANCY

CAP

32"

LIFE SAFETY GENERAL NOTES

1.

2.

3.

4.

5.

6.

REFER TO A100 SERIES SHEETS FOR RATED AND NON-RATED PARTITION TYPES.

REFER T0 THE MECHANICAL DRAWINGS FOR FIRE DAMPER AND/OR FIRE/ SMOKE DAMPER LOCATIONS.

REFER TO THE ELECTRICAL DRAWINGS FOR EMERGENCY ILLUMINATION AND ALL FIRE ALARM

DEVICES.

ALL DOOR HARDWARE SHALL MEET OR EXCEED ALL APPLICABLE CODES.

PROVIDE FIRE EXTINGUISHERS AS SHOWN ON PLANS AND/ OR AS DIRECTED BY THE FIRE MARSHAL'S

OFFICE.

REFER TO G003 FOR PARTITION TYPES

PLUMBING FIXTURE CALCULATION

BASED ON 2021 IBC, CHAPTER 29 TABLE 2902.1

NO. OF OCCUPANTS: 56 GROUP: I-3 INSTITUTIONAL

WATER CLOSETS

PROVIDED

1:15

4 4 1

1:100 1

1 15

1:15

4 9

REQUIRED

LAVATORIES

PROVIDEDREQUIRED

DRINKING FOUNTAINS

PROVIDEDREQUIRED

SERVICE SINKS

PROVIDEDREQUIRED

LIFE SAFETY SUMMARY #700

AUTHORITY HAVING JURISDICTION

APPLICABLE BUILDING CODES

TDJC, CITY OF LUBBOCK

BUILDING CODE

FIRE / LIFE SAFETY CODE

PLUMBING CODE

MECHANICAL CODE

ELECTRICAL CODE

ENERGY CODE

ACCESSIBILITY CODE

2021 INTERNATIONAL BUILDING CODE

2021 INTERNATIONAL FIRE CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL MECHANICAL CODE

2020 NATIONAL ELECTRICAL CODE

2021 INTERNATIONAL ENERGY CONSERVATION CODE

2012 TEXAS ACCESSIBILITY STANDARDS / 2010 ADA

FIRE SUPPRESSION (IEBC 403) FIRE HOSE REEL IN CABINET

IIBCONSTRUCTION TYPE

VARIES - RE: PLANOCCUPANCY TYPE

BUILDING CODE SUMMARY

BUILDING AREA (GROSS) 8,825 SF

AREA LIMITATION PER STORY N/A

HEIGHT LIMITATION

BUILDING OCCUPANT COUNT

EGRESS COMPONENTS

EXIT DOORS

EXITING

IBC 1006.3.3 2 REQ'D. 6 PROVIDED.

SPACES REQUIRING 2 EXITS 50+ OCCUPANTS

EXIT ACCESS TRAVEL DISTANCE N/A

COMMON PATH OF EGRESS N/A

ARRANGEMENT OF EXITS IBC 1007.1.1: 1/2 OF MAXIMUM OVERALL DIAGONAL

FIRE RESISTANCE REQUIREMENT

FIRE RATING REQUIREMENTS TABLE 601

PRIMARY STRUCTURAL FRAME: 0 HR

BEARING WALLS (EXT & INT): 0 HR

NON BEARING INTERIOR WALLS: 0 HR

FLOOR & SECONDARY MEMBERS: 0 HR

ROOF & SECONDARY MEMBERS: 0 HR

EXTERIOR FIRE SEPARATION

CONSTRUCTION TYPE: IIB

TABLE 705.5

X < 5 = 1 HR

5' < X < 10' = 1 HR

10' < X < 30' = 0 HR

X > 30' = 0 HR

CORRIDORS

OTHER PERMANENT PARTITIONS

N/A

IBC 602 & 603

IBC 1011.2

EXISTING BUILDING 2021 INTERNATIONAL EXISTING BUILDING CODE

CONSTRUCTION TYPE: IIB

32" MIN CLEAR. 48 MAX LEAF

N/A

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

5/

/2

:1 2:

A

M Au to de sk D oc s:

//5

T D

C J

M on tfo rd

U ni t/M on tfo rd

U ni t - A rc h

M od el .rv t

C O

N

VE

R T

TR

U

ST

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C A

M P

TO

SH

EL

TE

R

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B

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S

FA

C

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IT

Y

TE

XA

S D

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T O

F C

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IN

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J U

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LS.9

LIFE SAFETY PLAN -

BUILDING #900

MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/25

PROPOSAL

PLAN

NORTH

1/8" = 1'-0"1 LIFE SAFETY PLAN - BUILDING #900

03/21/25

No. Description Date

Site Plan General Notes:Site Demolition Plan Notes:

Paving Plan Notes:

Dimension Control Notes:

Grading Plan Notes:

Erosion Control Plan Notes:

Striping and Accessible Notes:

SEAL:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS, SPECIFICATIONS, AND ADDENDUMS MAY

NOT BE COPIED, SCANNED, NOR ELECTRONICALLY

DISTRIBUTED OR USED FOR CONSTRUCTION WITHOUT

THE EXPRESSED WRITTEN CONSENT OF GRACE

HEBERT CURTIS ARCHITECTS, LLC. NO PLAN ROOM,

ELECTRONIC PLAN SERVICE (INTERNET PLAN

SERVICE), NOR REPRODUCTION COMPANY SHALL BE

PERMITTED TO POST THESE DOCUMENTS WITHOUT

THE EXPRESSED WRITTEN CONSENT OF THE

ARCHITECT, GRACE HEBERT CURTIS ARCHITECTS,LLC.

SHEET NUMBER

DATE

PHASE

ISSUED FOR

PROJECT NO.

GRACE HEBERT CURTIS ARCHITECTS, LLC

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MWR NO. 09023014

CONSTRUCTION DOCUMENTS

03/21/2025

PROPOSAL

No. Description Date

PROJECT NO:

JQ INFRASTRUCTURE, LLC

100 GLASS STREET, SUITE 201

972.392.7340

DALLAS, TEXAS 75207

TBPE FIRM 7986

shaping the built environment

Infrastructure

4240051

OVIDIU M. SIPOS

STA T E OF T EXAS

PROF ES S I ONA L E NG I NEER

L I C E NS ED

111707

03/21/2025

C0.01

GENERAL NOTES

Exhibit J.6

696-FD-26-P027

AutoCAD SHX Text

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. FOR ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. FOR ANY WORK NOT GOVERNED BY CITY DETAILS. THE LATEST EDITION OF THE STANDARDS AND SPECIFICATIONS, NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHALL APPLY. 2. THE CONTRACTOR MUST BE FAMILIAR WITH OWNER & CITY CONSTRUCTION STANDARDS AND OTHER PROCEDURES PRIOR THE CONTRACTOR MUST BE FAMILIAR WITH OWNER & CITY CONSTRUCTION STANDARDS AND OTHER PROCEDURES PRIOR TO BIDDING AND CONSTRUCTION. IGNORANCE OF CONSTRUCTION SPECIFICATIONS SHALL NOT BE A BASIS FOR CHANGE ORDERS, WORK DELAYS, OR ADDITIONAL COMPENSATION. 3. ALL MATERIAL REQUIRED TO COMPLETE THE WORK AS SHOWN OR IMPLIED IN THE CONSTRUCTION PLANS AND AS ALL MATERIAL REQUIRED TO COMPLETE THE WORK AS SHOWN OR IMPLIED IN THE CONSTRUCTION PLANS AND AS SPECIFIED IN THE CONTRACT DOCUMENTS THAT ARE NOT LISTED AS A PAY ITEM IN THE PROPOSAL SHALL BE CONSIDERED SUBSIDIARY. 4. THE LOCATION, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN OBTAINED THE LOCATION, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN OBTAINED FROM FIELD MARKINGS, PHYSICAL APPURTENANCES AND UTILITY COMPANY RECORDS AND ARE CONSIDERED APPROXIMATE. THE ENGINEER DOES NOT CERTIFY THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS, SIZES AND DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION BY CONTACTING TEXAS811 AND RELEVANT UTILITY COMPANIES 48 HOURS PRIOR TO LOCATING EXISTING UTILITIES OR CONSTRUCTION ACTIVITIES. 5.