20250619_-_Warehouse_Convert_to_Parks_&_Rec_Department_100%_CD_KMW.pdf

PROJECT SITE

8 STATE OF

FLORIDA

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PROJECT NO:

DATE:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA 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.

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

SEE SHEETS G001/G002 FOR

GENERAL NOTES APPLICABLE TO

THE ENTIRE DRAWING SET

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G000

COVER SHEET

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06/19/2025

PERMIT DOCUMENTS

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WAREHOUSE CONVERSION TO CLERK OF COURT RECORDS

PERMIT DOCUMENTS

06/19/2025

VICINITY MAP

PROJECT DESCRIPTION

The project’s location is to be used for the new Parks & Recreation Department, as well as City Records Facility offices and center of operations. The site is located at 2801 Michigan Avenue, Fort Myers, and it’s composed of two main warehouse buildings and parking areas.

The existing buildings were erected back in the1980-1990, and as such the facilities need repairs and upgrades to make them functional and compliant with current building code requirements.

In general, the new facilities program is to house the New Parks and Recreation Department’s offices in the south building, while the north building is to be dedicated for the Records storage and related functions.

RESPEC

1412 JACKSON STREET, SUITE #1

FORT MYERS, FL 33901

(239) 418-0691

CIVIL ENGINEER & LANDSCAPE

MATTERN PROFESSIONAL ENGINEERING

12437 BRANTLEY COMMONS CT.

FORT MYERS, FL 33907

(239) 332-1187

MECHANICAL & ELECTRICAL ENGINEER

SELECT STRUCTURAL, INC.

5621 BANNER DRIVE

FORT MYERS, FL 33912

(239) 278-1992

STRUCTURAL ENGINEER

GRACE HEBERT CURTIS ARCHITECTS, LLC

501 GOVERNMENT STREET, SUITE 200

BATON ROUGE, LA 70802

225.338.5569

ARCHITECT

THE CITY OF FORT MYERS

2220 SECOND STREET

FORT MYERS, FL 33901

(239) 321-7000

OWNER

PROJECT DIRECTORY NO. DESCRIPTION DATE

kwilliams Stamp

OFFICE

DRAWING NAME

A2.1

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

SHEET NUMBER

DRAWING NUMBER

DRAWING NUMBER

SHEET NUMBER

DETAIL SECTION

EXTERIOR

ELEVATION

SECTION

DRAWING NAME

LEVEL LINE

1.

2.

3.

4.

5.

6.

7.

8.

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.

9. 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.

10.

A.

B.

C.

D.

E.

11.

12.

13.

14.

DIMENSIONS IN THE DOCUMENTS ARE AS LISTED BELOW.

DIMENSIONS ARE TAKEN FROM ([PICK ONE] FACE OF STUD /

COLUMN UNLESS OTHERWISE NOTED.

"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

CONSITION OR FLEXIBLE DIMENSION THAT CAN BE ADJUSTED.

DIMENSIONS ON REFLECTED CEILING PLANS AND LIGHTING PLANS

ARE CLEAR DIMENSIONS.

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.

BUILDINGS SHALL BE PROVIDED IN WEATHERPROOF AND SECURE

CONDITION AS EARLY AS POSSIBLE AND MAINTAINED THROUGHOUT

WORK.

FURNITURE IS FOR REFERENCE ONLY UNLESS OTHERWISE NOTED.

REFERNCE FURNITURE IS NOT IN PROJECT SCOPE.

THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED

INSPECTIONS, TEMPORARY UTILITIES AND TEMPORARY TOILET

FACILITIES. THE CITY OF FORT MYERS WILL PAY FOR ALL THE PERMITS

1.

2.

3.

4.

5.

6.

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.

NOT ALL SELECTIVE DEMOLITION IS IDENTIFIED ON ARCHITECTURAL

DRAWINGS. CONTRACTOR IS TO COORDINATE WITH MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS TO VERIFY EXTENTS OF

DEMOLITION REQUIRED TO ACCOMMODATE COMPLETE INSTALLATION

OF MECHANICAL, ELECTRICAL, AND PLUMBING COMPONENTS. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO FULLY CONDUCT THIS

COORDINATION PRIOR TO BID.

7.

8.

9.

10.

LIFE SAFETY FEATURES, INCLUDING SPRINKLER SYSTEM, FIRE ALARM

SYSTEM, ETC. MUST REMAIN ACTIVE DURING CONSTRUCTION.

PROTECT AND PRESERVE ALL EXIT SIGNS IN AREAS TO REMAIN AND

ENSURE EXIT SIGNS REMAIN OPERATIONAL THROUGHOUT THE

DURATION OF CONSTRUCTION.

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 BID VERIFY ON JOB

FOR EXACT TYPE, LOCATION AND NUMBER OF ITEMS TO BE

REMOVED TO MEET REQUIREMENTS OF PLANS AND SPECIFICATIONS.

AT CONSTRUCTION ENTRANCES/EXITS TO THE OCCUPIED PORTIONS

OF THE BUILDING PROVIDE TEMPORARY DUST MATS AND CLEAN

THEM WEEKLY.

1.

1.

2.

3.

4.

FLOOR PLAN:

ALL DOORS TO BE 4" TO 6” 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.

15.

16.

17.

18.

19.

20.

21.

ROOF PLAN NOTES:

SLOPE ROOF MEMBRANE ¼” PER FOOT MINIMUM, SLOPE

CRICKETS AT ½” PER FOOT MINIIMUM.

CRICKET THE UP SLOPE SIDE OF ALL SQUARE CURBS AND

PROJECTIONS OVER 20 INCHES IN WIDTH.

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.

PROVIDE ROOF MEMBRANE SYSTEM AT INTERIOR (ROOF) SIDE OF

VERTICAL PARAPET WALLS WHERE PARAPET WALL IS 2 ’-0” HIGH

OR LESS. PROVIDE METAL WALL PANEL SIDING SYSTEM AT

INTERIOR (ROOF) SIDE OF VERTICAL PARAPET WALLS WHERE

PARAPET WALLS ARE OVER 2’-0” HIGH

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.

ROOF MEMBRANE SOLUTIONS - IF USED / INSTALLED - SYSTEM

SHALL TURN UP OVER TOP OF COPING CAP, TO BE FLASHED INTO

WALL WRB SYSTEM TO ACHIEVE CONTINUOUS UNINTERRUPTED

BUILDING ENVELOPE WEATHER BARRIER SYSTEM

PROVIDE WALK PAD SYSTEM COMPATIBLE WITH SPECIFIED ROOF

SYSTEM, SPANNING FROM ROOF ACCESS POINT TO MAINTENANCE

SIDES OF ALL ROOFTOP EQUIPMENT.

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

PROVIDE INSULATED PREFABRICATED ROOF HATCH, FLASHED

INTO SPECIFIED ROOF SYSTEM AS REQUIRED TO ACHIEVE

SPECIFIED WARRANTY

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

SURFACE. PROVIDE PIPE SUPPORTS AT 8’-0” MAX.

AFTER SUBSTANTIAL COMPLETOIN 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 AR FOR INFORMATION AND

REFERENCE ONLY. EXACT SIZE AND LOCATIONS TO BE

COORDINATED WITH ALL DISCIPLINES.

REFER TO OTHER DISCIPLINES FOR SIZE AND LOCATIONS OF NEW

DECK PENETRATIONS AND ROOFTOP EQUIPMENT.

ALL SHEETMETAL SHALL BE INSTALLED TO COMPLY WITH THE

LATEST EDITION OF SMACNA’S ARCHITECTURAL SHEET METAL

MANUAL.

ANCHOR ROOFTOP UNITS SECUREY 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 WHCIH 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 ELIMINATE 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, NEVER EXCEED 1.8% SLOVE AND SLOPE AWAY

FROM THE BUILDING ¼” PER FOOT MAXIMUM.

PROVIDE HOSE STORAGE AT DUMPSTER ENCLOSURES

MUNICIPAL INFRASTRUCTURE REFER TO CIVIL ENGINEERING PLANS

RESTORE ALL DAMAGED SIDEWALKS AND CURBS TO THE

STANDARDS OF THE AUTHORITY HAVING JURISDICTION.

STATE FLORIDA

HISTORIC DISTRICT INFO. N/A

OTHER ZONE CLASSIFICATIONS N/A

CITY FORT MYERS

8 STATE OF

FLORIDA

5039RA TCETI HCRA DERE

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PROJECT NO:

DATE:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA 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.

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

SEE SHEETS G001/G002 FOR

GENERAL NOTES APPLICABLE TO

THE ENTIRE DRAWING SET

6/

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G001

DRAWING INDEX +

GENERAL INFORMATION

40-24105

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06/19/2025

PERMIT DOCUMENTS

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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

ABBREVIATIONS

DRAWING INDEX

SYMBOLS

GENERAL NOTES ZONING

EQUIP EQUIPMENT

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

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

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

ARCHITECTURE SHEETSARCHITECTURE SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

A101 1ST AND 2ND FLOOR PLANS NORTH BUILDING 06/19/2025

A102 1ST FLOOR PLAN SOUTH BUILDING 06/19/2025

A102-2 ALTERNATIVE 2 - 1ST FLOOR PLAN SOUTH BUILDING 06/19/2025

A141 OVERALL REFLECTED CEILING PLAN - NORTH BUILDING 06/19/2025

A142 OVERALL REFLECTED CEILING PLAN - SOUTH BUILDING -

FIRST FLOOR

06/19/2025

A142-2 ALTERNATIVE - OVERALL REFLECTED CEILING PLAN -

SOUTH BUILDING - FIRST FLOOR

06/19/2025

A145 CEILING DETAILS 06/19/2025

A151 ROOF PLAN 06/19/2025

A201 NORTH BUILDING - NORTH & EAST ELEVATIONS 06/19/2025

A202 NORTH BUILDING - WEST & SOUTH ELEVATIONS 06/19/2025

A203 SOUTH BUILDING - EAST & NORTH ELEVATIONS 06/19/2025

A204 SOUTH BUILDING - WEST & SOUTH ELEVATIONS 06/19/2025

A301 BUILDING SECTIONS - NORTH BUILDING 06/19/2025

A302 BUILDING SECTIONS - SOUTH BUILDING 06/19/2025

A320 WALL SECTIONS 06/19/2025

A321 SECTION DETAILS 06/19/2025

A401 SOUTH BUILDING - ENLARGED PLANS & INTERIOR

ELEVATIONS

06/19/2025

A402 SOUTH BUILDINGS - ENLARGED PLANS & INTERIOR

ELEVATIONS

06/19/2025

A403 SOUTH & NORTH BUILDINGS - ENLARGED PLANS &

INTERIOR ELEVATIONS

06/19/2025

A502 SIGNAGE ELEVATION AND SCHEDULE 06/19/2025

A601 DOOR SCHEDULE 06/19/2025

A601-2 ALTERNATIVE 1 - DOOR SCHEDULE 06/19/2025

A602 DOOR DETAILS 06/19/2025

A605 ROOM SCHEDULE & EQUIPMENT SCHEDULE 06/19/2025

A605-2 ALTERNATIVE - ROOM SCHEDULE & EQUIPMENT

SCHEDULE

06/19/2025

A606 TYPICAL WINDOW & STOREFRONT DETAILS 06/19/2025

A901 SOUTH BUILDING - RENDERING 06/19/2025

A902 SOUTH BUILDING - RENDERING 06/19/2025

A903 SOUTH BUILDING - RENDERING 06/19/2025

GENERAL SHEETSGENERAL SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

G000 COVER SHEET 06/19/2025

G002 TYPICAL TOILET & SPECIALTY EQUIPMENT INFORMATION 06/19/2025

G003 PARTITION TYPES 06/19/2025

G004 TYPICAL PARTITION DETAILS 06/19/2025

G005 UL ASSEMBLIES 06/19/2025

STRUCTURAL SHEETSSTRUCTURAL SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

S1.0 GENERAL NOTES 06/19/2025

S2.0 PARTIAL FOUNDATION PLANS 06/19/2025

S3.0 PARTIAL STRUCTURAL PLANS 06/19/2025

S3.1 CEILING FRAMING 06/19/2025

S4.0 TYPICAL DETAILS 06/19/2025

S4.1 FOUNDATION DETAILS 06/19/2025

S5.0 FRAMING DETAILS 06/19/2025

MECHANICAL SHEETSMECHANICAL SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

M001 GENERAL NOTES, LEGEND, ABBREVIATIONS & SHEET

INDEX

06/19/2025

M101-N 1ST AND 2ND FLOOR PLANS - NORTH BUILDING -

MECHANICAL

06/19/2025

M101-S 1ST FLOOR PLAN - SOUTH BUILDING - MECHANICAL 06/19/2025

M101-S-2 1ST FLOOR PLAN - SOUTH BUILDING - MECHANICAL -

ALTERNATE

06/19/2025

M201 SECTION VIEWS - MECHANICAL 06/19/2025

M502 CONTROLS - MECHANICAL 06/19/2025

M503 CONTROLS - MECHANICAL 06/19/2025

M504 CONTROLS - MECHANICAL 06/19/2025

M601 SCHEDULES - MECHANICAL 06/19/2025

M601-2 SCHEDULES - MECHANICAL - ALTERNATE 06/19/2025

M901 DETAILS - MECHANICAL 06/19/2025

M902 DETAILS - MECHANICAL 06/19/2025

M903 DETAILS - MECHANICAL 06/19/2025

MD101-N 1ST AND 2ND FLOOR DEMOLITION PLANS - NORTH

BUILDING - MECHANICAL

06/19/2025

MD101-S 1ST FLOOR DEMOLITION PLAN - SOUTH BUILDING -

MECHANICAL

06/19/2025

ELECTRICAL SHEETSELECTRICAL SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

E001 GENERAL NOTES, LEGEND, ABBREVIATIONS & SHEET

INDEX

06/19/2025

E001-2 GENERAL NOTES, LEGEND, ABBREVIATIONS & SHEET

INDEX

06/19/2025

E002 ELECTRICAL SYMBOL LEGEND 06/19/2025

E003 ELECTRICAL SYMBOL LEGEND 06/19/2025

E010 ELECTRICAL SITE PLAN - POWER AND SYSTEMS 06/19/2025

E041 ELECTRICAL SITE PLAN - LIGHTING 06/19/2025

E042-N ELECTRICAL SITE PLAN - PHOTOMETERICS 06/19/2025

E042-S ELECTRICAL SITE PLAN - PHOTOMETERICS 06/19/2025

E111-N POWER - 1ST AND 2ND FLOOR PLANS - NORTH BUILDING 06/19/2025

E111-S POWER - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

E111-S-2 POWER - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

E112 ELECTRICAL ROOF PLANS 06/19/2025

E311-N SYSTEMS - 1ST AND 2ND FLOOR PLANS - NORTH

BUILDING

06/19/2025

E311-S SYSTEMS - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

E311-S-2 SYSTEMS - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

E411-N LIGHTING - 1ST AND 2ND FLOOR PLANS - NORTH

BUILDING

06/19/2025

E411-S LIGHTING - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

E411-S-2 LIGHTING - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

E501 ELECTRICAL RISER DIAGRAMS 06/19/2025

E501-2 ELECTRICAL RISER DIAGRAMS 06/19/2025

E601 ELECTRICAL PANEL SCHEDULES 06/19/2025

E601-2 ELECTRICAL PANEL SCHEDULES 06/19/2025

E602 ELECTRICAL PANEL SCHEDULES 06/19/2025

E701 MECHANICAL FEEDER SCHEDULES 06/19/2025

E901 ELECTRICAL DETAILS 06/19/2025

ED111-N POWER & SYSTEMS - 1ST AND 2ND FLOOR DEMOLITION

PLANS - NORTH BUILDING

06/19/2025

ED111-S POWER & SYSTEMS - 1ST FLOOR DEMOLITION PLAN -

SOUTH BUILDING

06/19/2025

ED411-N LIGHTING - 1ST AND 2ND FLOOR DEMOLITION PLANS -

NORTH BUILDING

06/19/2025

ED411-S LIGHTING - 1ST FLOOR DEMOLITION PLAN - SOUTH

BUILDING

06/19/2025

PLUMBING SHEETSPLUMBING SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

P001 GENERAL NOTES, LEGEND, ABBREVIATIONS & SHEET

INDEX

06/19/2025

P101-N GRAVITY - 1ST AND 2ND FLOOR PLANS - NORTH

BUILDING

06/19/2025

P101-S GRAVITY - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

P101-S-2 GRAVITY - 1ST FLOOR PLAN - SOUTH BUILDING -

ALTERNATE

06/19/2025

P111-N PRESSURE - 1ST AND 2ND FLOOR PLANS - NORTH

BUILDING

06/19/2025

P111-S PRESSURE - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

P111-S-2 PRESSURE - 1ST FLOOR PLAN - SOUTH BUILDING -

ALTERNATE

06/19/2025

P601 PLUMBING SCHEDULES 06/19/2025

P602-2 PLUMBING SCHEDULES - ALTERNATE 06/19/2025

P901 PLUMBING DETAILS 06/19/2025

FIRE PROTECTION SHEETSFIRE PROTECTION SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

F001 GENERAL NOTES AND LEGENDS - FIRE PROTECTION 06/19/2025

F101-N FIRE PROTECTION - 1ST AND 2ND FLOOR PLANS - NORTH

BUILDING

06/19/2025

F101-S FIRE PROTECTION - 1ST FLOOR PLAN - SOUTH BUILDING 06/19/2025

F101-S-2 FIRE PROTECTION - 1ST FLOOR PLAN - SOUTH BUILDING

- ALTERNATE

06/19/2025

SITE PLAN SHEETSSITE PLAN SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

AS101 ARCHITECTURAL SITE PLAN 06/19/2025

AS102 RAMPS ENLARGED PLANS & ELEVATIONS 06/19/2025

DEMOLITION SHEETSDEMOLITION SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

AD101 DEMOLITION & EXISTING FLOOR PLAN - NORTH BUILDING 06/19/2025

AD102 DEMOLITION & EXISTING FLOOR PLAN - SOUTH BUILDING 06/19/2025

AD103 DEMOLITION & EXISTING ROOF PLAN 06/19/2025

LIFE SAFETY SHEETSLIFE SAFETY SHEETS

Sheet # Sheet Name

Sheet Issue Date

Revised Date

LS100 CODE COMPLIANCE 06/19/2025

LS101 LIFE SAFETY PLAN - NORTH BUILDING 06/19/2025

LS102 LIFE SAFETY PLAN - SOUTH BUILDING 06/19/2025

NO. DESCRIPTION DATE

Figure 308.2.1 Unobstructed

Forward Reach

This Drawing Produced by the U.S. Access Board m in m ax

510-635510

Figure 308.2.2 Obstructed High Forward Reach

This Drawing Produced by the U.S. Access Board m ax m ax

>20-25 max20 max

Figure 308.3.1 Unobstructed Side Reach

10 max m ax m in

5 11

Figure 308.3.2 Obstructed High

Side Reach

10 max m ax m ax m ax m ax

> 10-24 max(a) (b)

This Drawing Produced by the U.S. Access Board

Figure 307.2 Limits of

Protruding Objects

This Drawing Produced by the U.S. Access Board

4 max

X

X

1.

2.

3.

4.

5.

6.

7.

THIS SCHEDULE IS SHOWN AS A STANDARD TEMPLATE. ALL ITEMS MAY NOT BE USED ON THIS PROJECT. IF ANY ITEM PRESENTED ON THIS PROJECT DOES NOT COMPLY WITH THE STANDARDS ABOVE, BRING TO THE ATTENTION

OF THE ARCHITECT BEFORE INSTALLATION OF THE ITEM.

DIMENSIONS ARE TYP, UNLESS NOTED OTHERWISE. DIMENSIONS DO NOT NECESSARILY SHOW ALL THE DEVICES

THAT ARE LOCATED ON THE WALLS.

PROVIDE ADEQUATE BLOCKING AT ALL ACCESSORY & EQUIPMENT LOCATIONS.

ALL TOILET ACCESSORIES TO BE INSTALLED BY GC UNLESS NOTED OTHERWISE. GC TO COORDINATE OWNER

FURNISHED ITEMS.

SEE THE PLANS FOR ALL ADDITIONAL TOILET ACCESSORIES & ACTUAL ROOM DIMENSIONS.

ALL TOILET ACCESSORIES TO BE INSTALLED PER MANUFACTUER'S WRITTEN INSTRUCTIONS.

REFER TO ID SERIES FOR ALL TOILET WALL FINISHES

CONTROL WALL

" M

IN

" M

AX

"M

AX

"M

AX

18" 60" MIN LONG

HOSE

CLOCK TV BRACKET

TV

FF

FF

SEAT COVER

DISPENSER

DOUBLE

TOILET

TISSUE

SANITARY

NAPKIN

DISPOSAL

(SURFACE MTD)

GRAB BARPAPER TOWEL

DISPENSER

(SURFACE MTD)

PAPER TOWEL

DISPENSER

(SURFACE MTD)

PAPER TOWEL

DISPENSER

(AUTOMATIC)

"35 "43

48" GRAB BAR

"L" SHAPED GRAB BAR

42" GRAB BAR

SOAP

DISPENSER

TO

S

PO

UT

18"

@ SIDEWALL

OF LAV

HORIZONTAL BABY

CHANGING STATION

FRAMED

MIRROR

ROBE/ COAT

HOOKS

TO

R

EF

LE

C

TI

VE

SU

FA

C E

" M

IN

" M

AX

SPECIMEN

PASS-THRU

FULL HEIGHT

MIRROR

SHOWER

CURTAIN

ROD

TO

EF

LE

C

TI

VE

SU

FA

C E

6"

FIRE EXTINGUISHER

CABINET

TO

H

AN

D

LE

O

AS

EQ

D

B Y

FI

R

E M

AR

SH

AL 80

FIRE ALARM AUDIBLE

& VISUAL SIGNAL

MED GAS

ALARM PANEL

CHALK BOARD, TACK BOARD OR

DRY ERASE BOARD

POWER

DEVICES/ OUTLETS

" DUPLEX

TELE/

DATA

DESK

INTERCOM

THERMOSTAT

MANUAL FIRE

ALARM

DEVICES/ OUTLETS

@ COUNTERTOP

2"3"

LIGHTING

CONTROLS

TYP JANITOR CLOSET

BROOM & MOP

HOLDER STRIP

EQ EQ

MOP SINK

12"

VACUUM

BREAKER

HIGHEST OPERABLE PART OF ALL CONTROLS,

TELEPHONES, DISPENSERS, ALARMS & ALL

OTHER OPERABLE EQUIPMENT - WHEN

UNOBSTRUCTED

FORWARD

REACH

SIDE

REACH

"M

AX

"M

AX

ACCESSIBLE BI-LEVEL WATER COOLER

CODE REQUIRED CLEARANCES

TY

P

15"

30" x 48"

CLR FLR SPACE

DRINKING FOUNTAINS & WATER

COOLERS. NOTE: EQUIPMENT

PERMITTED IN SHADED AREA

MI

N9" 27 "M

IN

T.

O.

S

PO

UT

"M

AX

17"-19"

RE

FE

R

TO

P

LA

NS

TO

T

OP

" M

AX

CL

R

FF

MIN

11"

MIN

8"

ST

AN

DI

NG

H T

" T .O . S

PO

UT

A1 A2 A3 B

C2

C3

C5

D E F G J M1 M2 P R1

H

MOP

SINK

FAUCET

TO

O

PE

R

AT

E

3. WALKING PARALLEL TO WALL1. SIDE REACH DIMENSIONS 2. FORWARD REACH DIMENSIONS 4. H.C. RAILING

�1 1/4" ⌀ - 1 1/2" ⌀

(CLEAR)

�1 1/2" MIN.

THESE TYPICAL MOUNTING HEIGHTS SHALL BE USED UNLESS OTHERWISE NOTED

" A .F .F . M

AX

E ADA CLEARANCES

ROLL IN SHOWER PLAN

CONTROL

AREA

HAND-HELD

SHOWER

U-SHAPE

GRAB BAR

4'- 6"

S

TD

S

TD TO

V

AN

IT

Y

LIG

HT

7'- 0"

EQ EQ

C5

D

F

E

C2

A1

M1

B

" M

AX

MIN.

3'-0"

S

TD

U.N.O 1'-5"

K1 K2

A

DA

A

DA

C

HI

LD

A

DA

ACCESSIBLE STALL

NO "D" @ MALE TLTS

STANDARD STALL

NO "D" @ MALE TLTS

URINALS

T1 - STD TOILET

60" X 60" CLEAR

SPACE, TYP. IN

ADA TLT.

NOTE: PROVIDE ACCESSORY SKIRT @ UNPROTECTED ENDS OF ALL EWC'S

1'-6"

E

S2S1 T1

D

E

REF PLAN

3'-0" TYP

EQ EQ

OF

W

ET

W

AL

L

5'- 6" T O

FI

NI

SH

REF PLAN

5'-1" MIN, FIN TO FIN

OF

W

ET

W

AL

L

5'- 6" T O

FI

NI

SH

1'-6"

CLR OPNG

34" MIN

4" MAX

C2

C5

1'- 3"

1'- 3"

1'- 8"

1'- 8"

1'- 3"

1'- 3"

E

D

C5

C2

S1 SYMBOL INDICATES STALL LAYOUT TYPE T1 SYMBOL INDICATES TOILET LAYOUT TYPE U1 SYMBOL INDICATES URINAL LAYOUT TYPE EW SYMBOL INDICATES ELECT WATER COOLER LAYOUT TYPE

30" MIN

3'-0" STD

36" MIN.

3'-0"

1'-6"

REF PLAN

3'-0"

EQ EQ

X >2 4"

REF PLAN

36" MIN

ALCOVE URINAL

AP

PR

OA

CH

3'- 1"

LA

TC

H

AP

PR

OA

CH

" H

IN

GE

A1

L2

1'-6"

REF PLAN

2'-6" MIN

LAVATORIES

1'-6"

K2

K1

K1

TYP

K1

B

U2

URINALS

3'-0" 3'-0"

36" MIN.

3'-0"

K2

TYP

MIN

1'-6"

MA

X

2'- 0"

AT

A

LC

O

VE

ADA

30" X 48"

CLR FLR

SPACEIF

APPLICABLE

U3 U4SHOWN ADD 1 U1 @ 36" O.C.

1'- 3"

1'- 3"

1'- 8" D

NOTE: NO

OBSTRUCTIONS /

DISPENSERS

ALLOWED AT

PLUMBING WALL,

WITHIN THE FLR

AREA

U1

EWC'S

EW

BOTTLE

FILLER

M1B

LAVATORIES

A1

1'-8"

MIN

1'-4"

L1

F

FF

M1M1

B

A1

30" X 48"

LAVATORY

CLEAR SPACE,

LV2 TYP.

1'- 0"

1'- 0"

2'- 5"

1'-0"

NO "D" @ MALE TLTS

1'-0"

2'- 5"

1'- 0"

NOTE: REFER TO PLUMBING SHEETS FOR FIXTURE DESIGNATIONS

15" MIN.

1'-6"

REF. PLAN

3'-0"

8 STATE OF

FLORIDA

5039RA TCETI HCRA DERE

TSI

GE

R

CIL 72

DI

EDROIRETNI

RENGIS

SM

AI

LLIWLEAHCIMNIVEK

PROJECT NO:

DATE:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA 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.

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

SEE SHEETS G001/G002 FOR

GENERAL NOTES APPLICABLE TO

THE ENTIRE DRAWING SET

6/

/2

:2 8:

A

M

Au to de sk

D oc s:

//W ar eh ou se

C on ve rt to P ar ks

R ec D ep ar tm en t/4

W ar eh ou se

C on ve rt to P ar ks

R ec D ep ar tm en t_ Ba se B id .rv t

G002

TYPICAL TOILET &

SPECIALTY EQUIPMENT

INFORMATION

40-24105

W A R

EH

O U

SE

C O N

VE

R

SI

O N T O C

LE

R K O F C O U R T

R

EC

O R D S

C

IT

Y O

F

FO

R T

M

YE

R S

06/19/2025

PERMIT DOCUMENTS

S

EC

O N

D S

TR

EE

T

FO

R T

M

YE

R S, F L

SPECIALTY EQUIPMENT AND MOUNTING HEIGHTS SPECIALTY EQUIPMENT GENERAL NOTES

TYP. FIXTURE MOUNTING HEIGHT DIAGRAM

MARK DESCRIPTION MODEL NUMBER REMARKS

A1 PAPER TOWEL DISPENSER (SURFACE) PROVIDED BY OWNER FINISH -SS (SATIN)

A2 PAPER TOWEL DISPENSER (SURFACE) PROVIDED BY OWNER FINISH -SS (SATIN)

A3 PAPER TOWEL DISPENSER

(AUTOMATIC)

B SOAP DISPENSER PROVIDED BY OWNER

C1 36" GRAB BAR BOBRICK #B-5806-36" FINISH -SS (SATIN)

C2 42" GRAB BAR BOBRICK #B-5806-42" FINISH -SS (SATIN)

C3 24" GRAB BAR BOBRICK #B-5806-24" FINISH -SS (SATIN)

C4 18" VERTICAL GRAB BAR BOBRICK #B-5806-18" FINISH -SS (SATIN)

C5 48" GRAB BAR BOBRICK #B-5806-48" FINISH -SS (SATIN)

D SANITARY NAPKIN DISPOSAL

(SURFACE)

BOBRICK #B-270 FINISH -SS (SATIN)

E DOUBLE TOILET TISSUE HOLDER W/

SHELF

BOBRICK #B-2840 FINISH -SS (SATIN)

F SEAT COVER DISPENSER BOBRICK #B-221 FINISH -SS (SATIN)

G ROBE HOOK BOBRICK #B-76717 FINISH -SS (SATIN) MOUNT ON BACK OF DOORS @

ALL OFFICES, TLT & SHWR ROOMS

H BROOM & MOP HOLDER STRIP BOBRICK #B-223- 36"

J SHOWER CURTAIN ROD BOBRICK #B-207 - VARIOUS

LENGTHS

FINISH -SS (SATIN)

M1 FRAMED MIRROR BOBRICK #B-165-2436 FINISH -SS (SATIN)

M2 FRAMED MIRROR - FULL HEIGHT BOBRICK #B-165-2460 FINISH -SS (SATIN)

P SPECIMEN PASS-THRU BOBRICK #B-505 FINISH -SS (SATIN) 6" STUD WALLS REQUIRE A

DIFFERENT MODEL

R1 HORIZONTAL BABY CHANGING

STATION

KOALA CORP KB110-SSRE

RECESSED

FINISH -SS (SATIN)

SPECIALTY EQUIPMENT SCHEDULE

TYP. TOILET FIXTURE LAYOUTS NOTE: THESE DWGS/ DESCRIPTIONS ARE FOR CODE COMPLIANCE REFERENCE AND CLARIFICATION OF DIMENSIONAL VALUES.

REFER TO PROJECT SPECIFIC ENLARGED PLANS.

NO. DESCRIPTION DATE

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

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 D3s UNLESS NOTED OTHER WISE

PARTITION TYPES 'I' AND 'O' NOT USED

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

STEEL PURLIN / UNISTRUT

TYPE "A1"

1 5/8" MTL STUDS

TYPE "A2"

2 1/2" MTL STUDS

TYPE "A3"

3 5/8" MTL STUDS

REFER TO PLAN AREAS

FRO R-VALUE

INSULATION AS NOTED

COMPOSITE, NON-RATED PARTITION

(TO UNDERSIDE OF STRUCTURE)

TEMPERATURE / SOUND

ATTENUATION BLANKETS

AS NOTED ON PLANS OR

AT SOUND ATTENUATION

WALLS

TYPE "A6"

6" MTL STUDS

TYPE "A8"

8" MTL STUDS

W/ SOUND ATTENUATION

TYPE "A3s"

3 5/8" MTL STUDS

TYPE "A6s"

6" MTL STUDS

TYPE "A8s"

8" MTL STUDS

TYPE 'A'

CEILING RE:

REFLECTED CEILING

PLAN

GYP BOARD TO

STRUCTURE, BOTH

SIDES

ROOF PANELS / DECK

RE: EXIST. - V.I.F.

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

SMOKE RATED @

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

STEEL UNISTRUT

RUNNER

BETWEEN PURLINS @

48" O.C.

U.L. - U# 419

STC W/ S.A.B: 49

TYPE "B3"

3 5/8" MTL STUDS

TYPE "B6"

6" MTL STUDS

TYPE "B8"

8" MTL STUDS

TYPE 'B'

CEILING RE:

REFLECTED CEILING

PLAN

CONT. FIRE RATED SEALANT

AT SLAB

BASE, RE: FINISH KEY &

FINISH PLAN

CONT. METAL SLOTTED

DEFLECTION TRACK,

ATTACHED TO BOTTOM OF

STRUCTURE

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

GYP BOARD TO

STRUCTURE, BOTH

SIDES

ROOF PANELS / DECK

RE: EXIST. - V.I.F.

CONT FIRE RATED

SEALANT

MINERAL WOOL INSULATION

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL

FINISH MATERIALS

W/ SOUND ATTENUATION

TYPE "B3s"

3 5/8" MTL STUDS

TYPE "B6s"

6" MTL STUDS

TYPE "B8s"

8" MTL STUDS

1HR FIRE/SMOKE @

AT

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U.L. - U# 465

ROOF INSULATION

OVER HVAC / AC AREAS

MI

N6"

MTL STUD BRACING

@ 48" O.C. MAX,

VERIFY W/ STUD MFG

TO VERIFY LIMITING

HEIGHT

TYPE "D1"

1 5/8" MTL STUDS

TYPE "D2"

2 1/2" MTL STUDS

TYPE "D3"

3 5/8" MTL STUDS

NON-COMPOSITE, BRACED @ 48"

O.C. NON-RATED PARTITION

TYPE "D6"

6" MTL STUDS

TYPE "D8"

8" MTL STUDS

W/ SOUND ATTENUATION

TYPE "D3s"

3 5/8" MTL STUDS

TYPE "D6s"

6" MTL STUDS

TYPE "D8s"

8" MTL STUDS

TYPE 'D'

CEILING RE:

REFLECTED CEILING

PLAN

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY &

FINISH PLAN

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

GYP BOARD, BOTH SIDES

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL

FINISH MATERIALS

AT

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SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

36"MIN.

S.A.BLANKETS

36" MIN.

S.A.BLANKETS

MID-HT

FIRESTOP

TYP.

MTL STUD BRACING

@ 48" O.C. MAX,

VERIFY W/ STUD MFG

TO VERIFY LIMITING

HEIGHT

MI

N6"

TYPE "E1"

1 5/8" MTL STUDS

TYPE "E2"

2 1/2" MTL STUDS

TYPE "E3"

3 5/8" MTL STUDS

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

PARTITION. GYP ONE SIDE.

TYPE "E6"

6" MTL STUDS

TYPE "E8"

8" MTL STUDS

W/ SOUND ATTENUATION

TYPE "E3s"

3 5/8" MTL STUDS

TYPE "E6s"

6" MTL STUDS

TYPE "E8s"

8" MTL STUDS

TYPE 'E'

CEILING RE:

REFLECTED CEILING

PLAN

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY &

FINISH PLAN

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

GYP BOARD, ONE SIDE

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL

FINISH MATERIALS

ROOM SIDE

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SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

36"MIN.

S.A.BLANKETS

STEEL UNISTRUT

RUNNER

BETWEEN PURLINS

@ 48" O.C.

MID-HT

FIRESTOP

TYP.

TYPE "G1"

1 5/8" MTL STUDS

TYPE "G2"

2 1/2" MTL STUDS

TYPE "G3"

3 5/8" MTL STUDS

NON-COMPOSITE, NON-RATED

PARTITION; GYP ONE SIDE

TYPE "G6"

6" MTL STUDS

TYPE "G8"

8" MTL STUDS

W/ SOUND ATTENUATION

TYPE "G3s"

3 5/8" MTL STUDS

TYPE "G6s"

6" MTL STUDS

TYPE "G8s"

8" MTL STUDS

TYPE 'G'

CONT. METAL SLOTTED

DEFLECTION TRACK,

ATTACHED TO BOTTOM OF

STRUCTURE

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS -

REFER TO PLANS

CEILING RE:

REFLECTED CEILING

PLAN

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY &

FINISH PLAN

GYP BOARD, ONE SIDE

REFER TO INTERIOR FINISH

SHEETS FOR ADDITIONAL

FINISH MATERIALS

ROOM

SIDE

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AT

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MI

N.6"

SOUND ATTENUATION

BLANKETS AT SOUND

ATTENUATION WALLS

36"MIN.

S.A.BLANKETS

STEEL UNISTRUT

RUNNER

BETWEEN PURLINS

@ 48" O.C.

CEILING RE:

REFLECTED CEILING

PLAN

TYPE "K8"

EXISTING 8" CMU BLOCK

TYPE 'K'

AT

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PL

AN

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GROUTING AND REINFORCING,

RE: STRUCTURAL

CEILING RE:

REFLECTED CEILING

PLAN

TYPE 'F'

AT

F

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AN

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TYPE "F1"

1 5/8" MTL STUDS

NON-COMPOSITE, NON-RATED

PARTITION

GYP BOARD, ONE SIDE

3/8" AIR GAP

1 1/2" RIGID INSULATION

CONT. SEALANT AT SLAB

BASE, RE: FINISH KEY &

FINISH PLAN

MI

N.6"

1 5/8" METAL STUD

EXISTING CMU WALL TO

REMAIN

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© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA 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.

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

SEE SHEETS G001/G002 FOR

GENERAL NOTES APPLICABLE TO

THE ENTIRE DRAWING SET

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G003

PARTITION TYPES

40-24105

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NO. DESCRIPTION DATE

1/2

6 1 /2"

FINISH CEILING SEE ROOM FINISH SCHEDULE

STRUCTURE

FINISH FLOOR (SEE SCHEDULE)

FASTEN STUDS TO TRACK ON EACH SIDE

BOTTOM TRACK

FASTEN TO SLAB AT 24" O.C. WITH 5/32"

MIN POWDER DRIVEN FASTENERS

WALL BASE

(SEE SCHEDULE)

METAL STUD FRAMING AT 16" O.C.

WITH 5/8" GYP BOARD

UNLESS NOTED OTHERWISE (SEE WALL TYPES)

PROVIDE APPROVED 1/2" DEFLECTION TOP TRACK

METAL STUD BRACING

ALTERNATE DIRECTION AT 4'-0" O.C. TYP

SEE BRACING DETAIL THIS SHEET

EXISTING STEEL - PURLINGS AND

UNISTRUTS TO GAP SPACE BETWWEEN PURLINS

CASEWORK ACCESSORY WINDOW

C

B

D

D

D

A

DOOR

H

H

E

F

I

E

F

G

SEE METAL STUD PARTITION DETAIL THIS SHEET ROOF DECK

TOP TRACK BRACING

45° ALTERNATING STUDS @ 4'-0" O.C.

(SEE DIAGONAL BRACING DETAIL THIS SHEET) OR

FULL HEIGHT STUDS TO STRUCTURE ABOVE

TOP TRACK @ 6" ABOVE CEILING OR FLOOR/ROOF DECK

ABOVE AT FIRE RATED WALLS OR AS OTHERWISE NOTED -

SEE METAL STUD PARTITION DETAIL THIS SHEET

LINE OF CEILING PER ROOM FINISH SCHEDULE

GYP BOARD WALL FINISH EXTENDS TO TOP TRACK

STUDS SHALL BE 3 5/8" (MIN) @ 16" O.C.

UNLESS NOTED OTHERWISE, SEE WALL TYPES

(REFER TO MANUF. SPAN-TABLES FOR

STUD GAUGE REQUIREMENTS)

20 Ga STUD STIFFENERS AT 24" O.C. VERTICALLY x 2'-8"

MIN EACH SIDE OF OPENING, BUT NOT AT SMALL

RETURNS / CORNER ;LOCATIONS.

CLIP FLANGE AND BEND WEB AT BOTH ENDS, ATTACH

WITH (2) #8 SCREWS EACH END

SEE STUD STIFFENER DETAIL THIS SHEET

20 Ga (U.N.O.) FLOOR TRACK

ALL STUDS SHALL BE SCREWED TO TOP AND

BOTTOM TRACKS FROM BOTH SIDES, SEE METAL

STUD PARTITION DETAIL THIS SHEET

METAL DOOR FRAME SHOWN DASHED

A ACCESSORY BACKING PLATE, SEE DETAIL 5/G004

B 20 Ga STUDS TO STRUCTURE BEHIND ALL WALL HUNG CASEWORK AND

ONE STUD PAST EACH END FOR BACKING PLATE ATTACHMENT

SEE DETAIL 4/G004

C WALL CABINETS PER ELEVATIONS SHOWN DASHED

D CABINET BACKING PLATES SHOWN DASHED, SEE DETAIL 4/G004

E FRAMING AT DOOR AND WINDOW HEAD OPENING:

3'-6" OR LESS - 20 Ga x 1 1/4" TRACKS 3'-8" TO 8'-0" MAX - DOUBLE 20 Ga x 1 1/4" STUDS AND TRACKS

SEE DETAIL 7/G004

F FRAMING AT DOOR AND WINDOW JAMBS:

(2) 20 Ga STUDS TO STRUCTURE ABOVE, SCREW THROUGH GYPSUM

BOARD TO EACH STUD AT 16" O.C. VERTICALLY EACH SIDE

G 20 Ga TRACK AT WINDOW SILL

H BACKING PLATE FOR WALL STOPS WHEN SPECIFIED, SEE DETAIL 5/G004

I ANCHOR DOUBLE STUDS TO FLOOR TRACK WITH (2) #8 SHEET METAL SCREWS

TO EACH STUD TYPICAL

J AT WALL / SOFFIT MOUNTED SCREEN MONITORS - SEE DETAIL 3/G004

J

6" 6"

6"

WALL HUNG CABINET

BACKING CHANNEL

TYPICAL

BASE CABINET

FIRST STUD PAST END OF

CASEWORK

CASEWORK ELEVATION

* COORDINATE LOCATION WITH

PRODUCT INSTALLATION DRAWINGS

BRACING CHANNEL DETAIL

FULL HEIGHT 16 GAUGE METAL

STUD TO STRUCTURE ABOVE

16 GAUGE BACKING CHANNEL OR

METAL STUD

SECURE BACKING CHANNEL

WITH 1/8" POP RIVETS OR SELF

TAPPING SCREWS

CUT OUT FLANGE TO FIT

AROUND STUDS OR CUT AND

BEND FLANGE UP AT STUD

METAL STUDS PER PLAN AND

FRAMING ELEVATION

16 GAUGE x 6" WIDE STEEL PLATE

EXTEND TO STUD BEYOND

SUPPORTED ITEM (3 MIN)

CENTERLINE OF MOUNTING HEIGHT

CALL OUT FOR ELEVATIONS

(2) #8 SHEET METAL SCREWS TO EACH

STUD, TYPICAL

NOTES:

1. THIS CONDITION SHALL NOT BE USED FOR BACKING BEHIND CASEWORK,

HANDICAP GRAB BARS, OR SIMILAR ITEMS.

2. TO BE USED FOR ACCESSORIES WEIGHING LESS THAN 25 LBS.

3. MORE THAN ONE BACKER PLATE MAY BE REQUIRED PER ACCESSORY,

VERIFY MANUFACTURER'S MOUNTING REQUIREMENTS.

METAL STUDS PER PLAN AND FRAMING

ELEVATION

20 GAUGE STUD STIFFENER

CLIP FLANGES AT STUD BEHIND

WEB UP AT BOTH ENDS

SECURE STUD STIFFENER WITH (2)

#8 SELF TAPPING SCREWS

(2) 1 1/4" x 20 Ga TRACK TOP AND BOTTOM

(2) 20 Ga METAL STUDS

#8 SHEET METAL SCREWS @ 6" O/C TOP

AND BOTTOM STAGGERED

NOTES:

1. CONNECT TO STRUCTURAL MEMBER WHERE POSSIBLE.

2. 45° MIN ANGLE OF BRACING TO VERTICAL.

45° MIN

45° MIN

16 GAUGE TRACK WELDED TO

DECK WITH LEGS BENT TO

BRACE ANGLE

3 5/8" METAL STUDS (20 Ga MIN)

BRACING AT 4'-0"

16 GAUGE TRACK WELDED TO

STRUCTURAL MEMBER WITH

LEGS BENT TO BRACE ANGLE

3 5/8" METAL STUDS (20 Ga MIN)

BRACING AT 4'-0"

(2) FULL HT 16 Ga

METAL STUDS TO

STRUCTURE ABOVE

16 Ga BACKING CHANNEL

OR STUD

SECURE BACKING

CHANNEL W/ 1/8" POP

RIVET OR SELF TAPPING

SCREWS TO EACH STUD

CUT OUT FLANGE TO

FIT STUDS OR CUT

OR BEND FLANGE UP

AT STUD

COORD BACKING

CHANNEL OR STUD

WITH MONITOR

MOUNTING BRACKET

NOTE:

1. CHANNEL TO EXTEND ACROSS A MINIMUM , OF THREE STUDS

2. AT SOFFIT MOUNTED MONITORS PROVIDE HORIZONTAL AND

DIAGONAL BRACING AT EACH STUD.

3/4" PLYWOOD SHEATHING

24" X 24"

8 STATE OF

FLORIDA

5039RA TCETI HCRA DERE

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LLIWLEAHCIMNIVEK

PROJECT NO:

DATE:

© THIS SET OF DOCUMENTS INCLUSIVE OF

DRAWINGS,SPECIFICATIONS, AND ADDENDA 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.

PHASE:

ISSUED FOR

SEAL:

GRACE HEBERT CURTIS ARCHITECTS, LLC

SHEET NUMBER

SEE SHEETS G001/G002 FOR

GENERAL NOTES APPLICABLE TO

THE ENTIRE DRAWING SET

6/

/2

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C on ve rt to P ar ks

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R ec D ep ar tm en t_ Ba se B id .rv t

G004

TYPICAL PARTITION

DETAILS

40-24105

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3" = 1'-0"1 Metal Stud Partition

1/2" = 1'-0"2 Typical Interior Wall Framing Elevation

1/2" = 1'-0"4 Casework Bracing 1/2" = 1'-0"5 Accessory Backer Plate

1" = 1'-0"6 Stud Stiffener

1" = 1'-0"7 Framing at Door and Window Openings 1" = 1'-0"8 Top of Diagonal Bracing

1" = 1'-0"3 Monitor Mounting Detail

NO. DESCRIPTION DATE

January 25, 2018 Nonbearing Wall Ratings — 1/2 or 1 HR. (See Items 1, 1A, 2, 2A and 6)

Bearing Wall Rating — 1/2 HR. (See Items 3 and 6) Finish Rating — (See Item 3)

Loaded Per 2005 NDS Supplement, ASD Method, Wall Braced by Sheathing, 100% of Design Load Applied to Wall.

This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit

States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

1. Floor and Ceiling Runners — (Not shown- For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max.

1A. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1 - For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2A, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, min depth to accommodate stud size , attached to floor and ceiling with fasteners 24 in. OC. max.

CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK

1B. Framing Members* - Floor and Ceiling Runner — (Not shown, As an alternate to Item 1 - For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2B, proprietary channel shaped runners, min depth to accommodate stud size , attached to floor and ceiling with fasteners 24 in.

OC. max.

CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track FUSION BUILDING PRODUCTS — Viper25™ Track IMPERIAL MANUFACTURING GROUP INC — Viper25™ Track

1D. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1 - For the 1/2 or 1 Hour Nonbearing Wall Ratings) — For use with Item 2E , channel shaped, fabricated from min. 0.018 in. (min bare metal thickness) galvanized steel, min depth to accommodate stud size , attached to floor and ceiling with fasteners 24 in. OC. max.

STEEL INVESTMENT GROUP L L C — AlphaTRAK

2. Steel Studs — (For the 1/2 or 1 Hour Nonbearing Wall Ratings) Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min. 3-5/8

in. deep, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height.

2A. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) — channel shaped studs, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4

in. less than assembly height.

CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD

2B. Framing Members* - Steel Studs — (Not shown, As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ FUSION BUILDING PRODUCTS — Viper25™ IMPERIAL MANUFACTURING GROUP INC — Viper25™

2C. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) — channel shaped studs, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4

in. less than assembly height.

TELLING INDUSTRIES L L C — TRUE-STUD™

2D. Framing Members* - Steel Studs — (As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) - For use with Item 1 (3-5/8 in.

wide track), channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, 1-1/4 in. wide by 3-5/8 in. deep, spaced a max of 24 in.

OC. Studs to be cut 3/8 to 3/4 in. less than assembly height.

MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™

2E. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2- For the 1/2 or 1 Hour Nonbearing Wall Ratings) — channel shaped studs, min. 3-5/8 in. deep, fabricated from min. 0.018 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4

in. less than assembly height.

STEEL INVESTMENT GROUP L L C — AlphaSTUD

3. Wood Studs — (Not shown, As an alternate to Items 1 and 2- For the 1/2 Bearing Wall Rating) - Nom 2 by 4 in. spaced 16 in. OC max, effectively firestopped. When wood studs are used, Finish Rating is 16 Min.

4. Batts and Blankets* — (Optional, not shown) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies.

5. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws for steel studs and 1 in. long Type S screws for wood studs.

6. Gypsum Board* — 5/8 in. thick paper surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers need not be staggered.

1/2 Hour Bearing Rating On Wood Studs - Single layer secured with 1-5/8 in. long Type S steel screws spaced 12 in. OC at the perimeter and in the field.

1/2 Hour Nonbearing Rating On Steel Studs - Single layer secured with 1 in. long Type S steel screws spaced 8 in. OC at the perimeter and 8 in.

OC in the field.

1 Hour Nonbearing Rating On Steel Studs - Base layer boards secured with 1 in. long Type S steel screws spaced 16 in. OC at the perimeter and 16 in. OC in the field. Face layer boards secured with 1-5/8 in. long Type S steel screws spaced 16 in. OC at the perimeter and 16 in. OC in the field.

When joints are aligned, screws are offset 8 in. between layers.

CGC INC — 5/8 in. thick Type FC30 UNITED STATES GYPSUM CO — 5/8 in. thick Type FC30 USG MEXICO S A DE C V — 5/8 in. thick Type FC30

7. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers.

Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omit

Design No. U407Design No. U407

1. Floor or Wall Assembly — Min 3-3/4 in. (95 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete floor or wall.