Volusia_County_DeLand_IT_Restroom,_Construction_Plans.pdf

OWNER

VOLUSIA COUNTY

119 WEST INDIANA AVENUE

DELAND, FLORIDA, 32720

PHONE: 386-736-5935 FAX:386-736-5972

WWW.VOLUSIA.ORG OR PURCHASING@VOLUCIA.ORG

POINT OF CONTACT: KAMRON GARDNER

ELECTRICAL

RAYMOND

9100 CONROY WINDERERE RD.

SUITE 200

WINDEREMERE, FLORIDA 34789

HTTP://RAYMOND.GLOBAL

770-483-9592

POINT OF CONTACT: FLOYD KEELS

PLUMBING

RAYMOND

9100 CONROY WINDERERE RD.

SUITE 200

WINDEREMERE, FLORIDA 34789

HTTP://RAYMOND.GLOBAL

770-483-9592

POINT OF CONTACT: CHARLES HANNING

ARCHITECT

RAYMOND

9100 CONROY WINDERERE RD.

SUITE 200

WINDEREMERE, FLORIDA 34789

HTTP://RAYMOND.GLOBAL

770-483-9592

POINT OF CONTACT: JOSE R. MCCAUSLAND

MECHANICAL

RAYMOND

9100 CONROY WINDERERE RD.

SUITE 200

WINDEREMERE, FLORIDA 34789

HTTP://RAYMOND.GLOBAL

770-483-9592

POINT OF CONTACT: CHARLES HANNING

PROJECT AREA

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SOLICITATION NO.:

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ISSUE DATE:

VOLUME:

1035 GREEN STREET SE, SUITE A

CONYERS, GA 30012

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RSQ No.23-SQ-17LL

PROJ. No. PC3627

02/24/2025

BID AND CONSTRUCT SET

VOLUSIA COUNTY

BID AND CONSTRUCT SET

DELAND IT RESTROOM ENERGY CONSERV. MEASURES

119 WEST INDIANA AVENUE

DELAND, FL 32720

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SITE MAP

VICINITY MAP

DRAWING LIST

NUMBER SHEET TITLE

I-604 SIGNAGE PLAN, SCHEDULE AND DETAILS

PLUMBING GENERAL

P-001 PLUMBING GENERAL NOTES, ABBREV., AND

LEGENDS

PLUMBING DEMOLITION

PD-101 GROUND FLOOR PLUMBING DEMOLITION PLAN

PD-102 GROUND FLOOR PLUMBING DEMOLITION PLAN

PLUMBING NEW WORK

PP-101 PLUMBING NEW WORK SUPPLY GROUND FLOOR

PLAN

PP-102 PLUMBING NEW WORK SUPPLY SECOND FLOOR

PLAN

PLUMBING FLOOR PLANS

PW-101 PLUMBING NEW WORK WASTE GROUND FLOOR

PLAN

PW-102 PLUMBING NEW WORK WASTE SECOND FLOOR

PLAN

P-501 PLUMBING DETAILS

PLUMBING SCHEDULES, DETAILS AND RISER DIAGRAMS

P-601 PLUMBING SCHEDULES

M-001 MECHANICAL GENERAL NOTES AND DESIGN

CRITERIA

M-002 MECHANICAL ABBREVIATIONS AND LEGENDS

MD-101 MECHANICAL DEMO GROUND FLOOR PLANS

MD-102 MECHANICAL DEMO SECOND FLOOR PLANS

MECHANICAL NEW WORK

M-101 MECHANICAL GROUND FLOOR PLANS

M-102 MECHANICAL SECOND FLOOR PLANS

ELECTRICAL

E-001 ELECTRICAAL GENERAL NOTES AND

ABBREVIATIONS

E-002 ELECTRICAL LEGEND

ED-101 1ST FLOOR DEMOLITION PLAN - POWER

ED-102 2ND FLOOR DEMOLITION PLAN - POWER

ED-201 1ST FLOOR DEMOLITION PLAN - LIGHTING

ED-202 2ND FLOOR DEMOLITION PLAN - LIGHTING

ELECTRICAL

E-101 1ST FLOOR NEW PLAN - POWER

E-102 2ND FLOOR NEW PLAN - POWER

E-201 1ST FLOOR NEW PLAN - LIGHTING

E-202 2ND FLOOR NEW PLAN - LIGHTING

ELECTRICAL

E-501 ELECTRICAL DETAILS

Grand total: 53

DRAWING LIST

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

ARCHITECTURAL - GENERAL

A-001 PROJECT INFORMATION - APPLICABLE CODE

INFO

A-002 ABBREVIATIONS

A-003 SYMBOLS AND LEGENDS

A-004 UL PIPE PENETRATIONS

A-005 ADA STANDARDS

A-006 LIFE SAFETY PLANS

ARCHITECTURAL - DEMOLITION

AD-101 1ST FLOOR DEMO PLAN

AD-102 2ND FLOOR DEMO PLAN

AD-121 1ST FLOOR REFLECTED CEILING DEMO PLANS

AD-122 2ND FLOOR REFLECTED CEILING DEMO PLANS

ARCHITECTURAL

A-101 1ST FLOOR NEW LAYOUT PLAN

A-102 2ND FLOOR NEW LAYOUT PLAN

A-121 1ST FLOOR REFLECTED CEILING NEW LAYOUT

PLAN

A-122 2ND FLOOR REFLECTED CEILING NEW LAYOUT

PLAN

A-350 TOILET PARTITIONS DETAILS

A-401 1ST FLR ENLARGED PLANS

A-402 2ND FLR ENLARGED PLANS

A-403 ENLARGED KITCHEN & MEDIA COUNTER

A-601 PARTITION TYPES

A-602 WALL FRAMING AND BLOCKING DETAILS

A-603 RESTROOM DETAILS

A-605 DOOR TYPES SCHEDULE AND WINDOW DETAILS

INTERIORS

I-601 INTERIOR FINISH PLAN

I-602 FIRST FLOOR RESTROOM ELEVATIONS

I-603 2ND FLOOR RESTROOM ELEVATIONS & DETAILS

27 (13.5) 1 1

53 (26.5) 2 2 12

1 1

3 3

2 32

1 11 12 321

1 1 2

1 2

4 1

1 11

1 10

1 1 1

LEVEL 02 - SECOND FLOOR

PLUMBING FIXTURES - FBC PLUMBING TABLE 403.1

OCCUPANCY

CLASSIFICATION/

DESCRIPTION

LEVEL 01 - FIRST FLOOR

BUSINESS - OFFICE BUILDING

MALE

PROPOSEDREQUIRED

WATER CLOSETS

FEMALE MALE

LAVATORIES

FEMALE 1 SER. SINK

OCCUPANT

LOAD

(DIVIDE

TOTAL BY

2. HALF

FOR EACH

SEX)

BUSINESS - OFFICE BUILDING

FOOTNOTES:

1. FPC 424.2 SUBSTITUTION FOR WATER CLOSETS IN EACH BATHROOM OR TOILET ROOM, URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 67 PERCENT OF THE REQUIRED WATER CLOSETS IN

ASSEMBLY AND EDUCATIONAL OCCUPANCIES.

URINALS SHALL NOT BE SUBSTITUTED FOR MORE THAN 50 PERCENT OF THE REQUIRED WATER CLOSETS IN ALL OTHER OCCUPANCIES.

DRINKING FOUNTAINS

(Substitution per 410.4)

SERVICE SINK

(Business per Level)

1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50

1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80

1 per 100

EXISTING

WC URN WC URN WC URN

EXISTING

WC

PROPOSEDREQUIRED

WC WC

PROPOSEDREQUIREDEXISTING PROPOSEDREQUIREDEXISTING PROPOSEDREQUIREDEXISTING PROPOSEDREQUIREDEXISTINGPROPOSED

WC

UNISEX

URN

PROPOSED

UNISEX

PROJECT INFORMATION

VOLUSIA COUNTY

119 WEST INDIANA AVENUE

DELAND, FLORIDA, 32720

PHONE: 386-736-5935 FAX:386-736-5972

WWW.VOLUSIA.ORG OR PURCHASING@VOLUCIA.ORG

MR. OR MS. POINT OF CONTACT

OCCUPANCY LOAD

NO ADDITIONAL OCCUPANCY LOAD

FBC TABLE 1004.5

NFPA LIFE SAFETY CODE 101 TABLE 7.3.1.2

EXISTING RESTROOMS AND ONE JANITOR CLOSET ARE

WITHIN AN EXISTING BUSINESS OCCUPANCY

a. TWO PRIVATE RESTROOMS ON 1ST FLOOR

FUNCTIONAL OCCUPANCY OF SPACE: PRIVATE

IT OFFICE OCCUPANT LOAD FACTOR: 150 GROSS

CALCULATION 1ST FLOOR: BUSINESS AREAS

GROSS 7881SF / 150 OCC FACTOR = 52.54 ~ 53

b. TWO PRIVATE RESTROOMS ON 2ND FLOOR

FUNCTIONAL OCCUPANCY OF SPACE: PRIVATE

IT OFFICE OCCUPANT LOAD FACTOR: 150 GROSS

CALCULATION 2ND FLOOR: BUSINESS AREAS

GROSS 4000SF / 150 OCC FACTOR = 26.667 ~ 27

FLAME SPREAD & SMOKE-

DEVELOPMENT INDEX

1. ALL INSULATION MATERIALS TO HAVE A FLAME

SPREAD INDEX OF NOT MORE THAN 25 & A SMOKE-

DEVELOPED INDEX OF NOT MORE THAN 450-FBC'

SCOPE OF WORK

SCOPE IS LIMITED TO: NOT A SUBSTANTIAL

IMPROVEMENT

1. VOLUSIA COUNTY IT DEPARTMENT RESTROOMS,

INCLUDING THE INTERIOR RENOVATION OF TWO

RESTROOMS ON 1ST LEVEL AND TWO RESTROOMS

ON 2ND LEVEL, ONE JANITOR'S ROOMS ON 1ST

LEVEL AND ADDITION OF ONE JANITOR'S ROOM ON

2ND FLOOR, THE SCOPE ALSO INCLUDES

REPLACEMENT OF WALL AND BASE CABINETS IN

KITCHEN AND CONFERENCE ROOM AS FOLLOWS:

2. THE WORK INCLUDES:

a. SELECTIVE INTERIOR DEMOLITION OF EXISTING

RESTROOMS/JANITORS.

b. NEW WET PARTITION WALLS & CHASES

A. NEW TOILET COMPARTMENTS

c. NEW FINISHES (FLOOR, WALL.CEILING)

d. NEW TOILET ACCESSORIES

e. NEW PLUMBING FIXTURES

3. STRUCTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING WORK AS REQUIRED.

APPLICABLE CODES:

CODE YEAR AUTHORITY HAVING

JURISDICTION

BUILDING FLORIDA BUILDING CODE 2023 VOLUSIA COUNTY

(EXISTING BUILDING)

ACCESSIBILITY FLORIDA BUILDING CODE 2023 VOLUSIA COUNTY

(ACCESSIBILITY)

LIFE SAFETY NFPA 101- LIFE SAFETY CODE 2023 VOLUSIA COUNTY

W/ FLORIDA AMENDMENTS FIRE DEPARTMENT

FIRE FFPC - FLORIDA FIRE 8th EDITION VOLUSIA COUNTY

PREVENTION PREVENTION CODE FIRE DEPARTMENT

NFPA-1 UNIFORM FIRE 8th EDITION VOLUSIA COUNTY

CODE W/ FLORIDA FIRE DEPARTMENT

AMENDMENTS

ENERGY FLORIDA BUILDING CODE 2023 VOLUSIA COUNTY

(ENERGY)

ELECTRICAL FLORIDA BUILDING CODE 2023 VOLUSIA COUNTY

(ELECTRICAL)

MECHANICAL FLORIDA BUILDING CODE 2023 VOLUSIA COUNTY

(MECHANICAL)

PLUMBING FLORIDA BUILDING CODE 2023 VOLUSIA COUNTY

(PLUMBING)

GAS FLORIDA BUILDING CODE 2023 VOLUSIA COUNTY

(GAS)

NOTES:

1. FBC SECTION 110.8.4.4: "TO THE BEST OF THE ARCHITECT/ENGINEER'S

KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE

APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY

STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE

WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES."

2. COMPLY WITH AMERICAN WITH DISABILITIES ACT AND UNIFORM FEDERAL

ACCESSIBILITY STANDARDS (UFAS), WHERE APPLICABLE AND TO THE BEST

OF THE ARCHITECT/ENGINEER'S KNOWLEDGE, THIS PROJECT HAS BEEN

DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT,

AND FLORIDA ACCESSIBILITY CODE 2023.

3. ANY CODES & STANDARDS REFERENCED IN THE APPLICABLE CODES CITED

HEREIN, ARE HEREBY INCORPORATED INTO THIS DOCUMENT AS IF THEY WERE

SPECIFICALLY CITED WITHIN THESE DOCUMENTS.

LEVEL OF ALTERATION:

ALTERATION

LEVEL 2 FBC-EXISTING BUILDING (2023)

Section 504.1 Scope.

Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment.

CLASSIFICATION OF REHABILITATION WORK CATEGORY

RENOVATION NFPA 101. LIFE SAFETY CODE W/ FLORIDA AMENDMENTS

AND (2015) MODIFICATION

43.2.2.1.2 Renovation. The replacement in kind, strengthening, or upgrading of building elements, materials, equipment, or fixtures, that does not result in a reconfiguration of the building spaces within.

43.2.2.1.3 Modification. The reconfiguration of any space; the addition, relocation, or elimination of any door or window; the addition or elimination of load-bearing elements;

there configuratlon or extension of any system; or the installation of any additional equipment.

GENERAL CONDITIONS

THIS SET OF DRAWINGS SHOULD NOT BE SCALED, USE DIMENSIONS AND INFORMATION

SHOWN.

PRIOR TO PROCEEDING WITH ANY WORK AND FABRICATION, THE CONTRACTOR SHALL:

VERIFY AND COORDINATE WITH ANY ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS

AND ELEVATIONS SHOWN OR NOT SHOWN ON THE STRUCTURAL DRAWINGS.

ANY DIMENSIONAL DISCREPANCY FOUND ON THE STRUCTURAL DRAWINGS SHALL BE

CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS.

CONTRACTOR SHALL FURTHER VERIFY AND CONFIRM WITH THE ARCHITECT AND THE

STRUCTURAL ENGINEER FOR RESOLUTION OF SUCH DISCREPANCY.

VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE, PROTECT AND MAINTAIN ALL

EXISTING STRUCTURES, UTILITIES, FACILITIES AND THEIR CONTENTS.

REFER TO ARCHITECTURAL AND OTHER DRAWINGS FOR ANY DEMOLITION AND

ADJUSTMENT / REMOVAL OF ANY UNDERGROUND / OVERHEAD UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL

STRUCTURAL MEMBERS, WALLS AND NON-STRUCTURAL ITEMS DURING

CONSTRUCTION.

THESE STRUCTURAL NOTES ARE LIMITED IN SCOPE TO PROVIDE ANCHORAGE &

SUPPORT TO INTERIOR PARTITIONS AT LOCATION OF ELEMENTS SUCH AS STRUCTURAL

CRITERIA FOR CEILING, AND STRUCTURAL BRACING FOR WALL.

REFER TO AND COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL

AND PLUMBING DRAWINGS FOR UTILITIES, OPENINGS, SLEEVES, ETC. NOT SHOWN ON

THE STRUCTURAL NOTES.

THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN A CURRENT APPROVED

SET OF DRAWINGS AT THE JOBSITE.

THE STRUCTURAL COMPONENTS FOR THIS PROJECT HAVE BEEN DESIGNED IN

COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) 2023.

THE FOLLOWING LOADS HAVE BEEN USED FOR THE STRUCTURAL DESIGN OF THE

SUPPORT ELEMENT & CEILING:

SUPERIMPOSED GRAVITY LOADS:

BABY CHANGING STATION & BENCH:

UNIFORM LOAD

DEAD LOAD = 40 PSF

LIVE LOAD = 40 PSF

CONCENTRATED LOAD = 300 LBS

CEILING LOADS:

UNIFORM LOAD

DEAD LOAD = 25 PSF

LIVE LOAD = 20 PSF

PARTITION PRESSURE: = 5 PSF

WIND LOADS:

IN ACCORDANCE WITH ASCE 7-16 WITH 3-SECOND SUSTAINED WIND GUSTS.

BUILDING CATEGORY III; WIND VELOCITY = 180 MPH

EXPOSURE = D

ENCLOSURE CATEGORY: ENCLOSED, ROOFTOP EQUIPMENT CHAPTER 29 ASCE 7-16

SHOP DRAWINGS

ALL REINF. STEEL, STRUCTURAL STEEL, SHOP DRAWINGS, ALONG WITH THEIR RESPECTIVE

CALCULATIONS (WHEN APPLICABLE), SHALL BE SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND SHALL BE SUBMITTED TO THE

ARCHITECT / ENGINEER FOR REVIEW PRIOR TO BE SUBMITTED TO THE BUILDING DEPARTMENT

AND PRIOR TO ERECTION AND / OR FABRICATION.

SHOP DRAWINGS WILL BE REVIEWED FOR COMPLIANCE WITH THE CONCEPTUAL DESIGN ONLY.

QUANTITY, DIMENSIONS, ELEVATIONS ARE RESPONSIBILITY OF THE CONTRACTOR.

CONCRETE

ALL SHALL BE A MIX DESIGNED IN ACCORDANCE WITH A.C.I. 301 (LATEST EDITION) TO ACHIEVE A

28-DAY COMPRESSIVE STRENGTH OF 3,500 P.S.I. AND A MAXIMUM WATER-CEMENT RATIO OF

0.40 AND A SLUMP OF 4"+1".

TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH A.C.I. 318

(LATEST EDITION).

ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN

ACCORDANCE WITH A.S.T.M. STANDARDS, FLORIDA BUILDING CODE 2023 AND ACI 318 (LATEST

EDITION)

BRACING

THE FRAME SHALL BE BUILT TRUE AND PLUMB AND TEMPORARY BRACING SHALL BE INTRODUCED

WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE

SUBJECTED, INCLUDING EQUIPMENT AND OPERATION OF SAME.

SUCH BRACING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE

LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY. CONTRACTOR SHALL PROVIDE BRACING SHOP

DRAWINGS SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

FLORIDA

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Approver

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Author

Checker

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A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

ABAN ABANDON

ABRSV ABRASIVE

ACC ACCESSIBLE

ACST INSUL ACOUSTICAL INSULATION

ACST PNL ACOUSTICAL PANEL

ACP AUTOMATIC CONTROL PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ ADJACENT or ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASD AUTOMATIC SPRINKLER DRAIN

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASSN ASSOCIATION

AVG AVERAGE

BAT BATTEN

BD BOARD

BD FT BOARD FEET (FOOT)

BDRY BOUNDARY

BF BOTH FACES

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKHD BULKHEAD

BLKT BLANKET

BN BULLNOSE

B/STL BOTTOM OF STEEL

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

BYP BY PASS

CAB CABINET

CANTIL CANTILEVER

CB CORNER BEAD

CCTV CLOSED CIRCUIT TELEVISION

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT\ CONTROL JOINT

C/L CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CLT CLEAT

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONF CONFERENCE

COORD COORDINATE

CORR CORRIDOR

CP CONTROL PANEL

CSB CONCRETE SPLASH BLOCK

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

DBL DOUBLE

DEMO DEMOLITION/DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DIST DISTANCE

ABBREVATION NOTES:

1. ABBREVIATIONS LISTED BELOW APPLY TO THE ARCHITECTURAL DRAWINGS ONLY, REFER TO CONSTRUCTION DOCUMENTS FOR ABBREVIATIONS USED.

2. REFER TO FINISH SCHEDULE FOR FINISH MATERIAL ABBREVAITIONS NOT SHOWN.

DMPF DAMPPROOFING

DPTN DEMOUNTABLE PARTITION

DS DOWNSPOUT

DSP DRY STANDPIPE

DSPL DISPOSAL

DW DISHWASHER

EA EACH

EC EDGE OF CURB

EFS EXTERIOR FINISH SYSTEM

EG EDGE GRAIN

EGB EXTERIOR GYPSUM WALL BOARD

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EFG ENTRANCE FLOOR GRILLE

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEM ELEMENTARY

ELEV ELEVATOR

EMER EMERGENCY

EMER SHR EMERGENCY SHOWER

ENAM ENAMEL

ENCL ENCLOSURE

ENTR ENTRANCE

EOS EDGE OF SLAB

EP EXPOXY PAINT

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESCAL ESCALATOR

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDCC FIRE DEPARTMENT CONNECTION CABINET

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FIRE HOSE/ FIRE HYDRANT

FIN FINISH

FIN GR FINISH GRADE

FIXT FIXTURE

FL FLOORLINE

FO FINISHED OPENING

FOC FACE OF CONCRETE/ FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FRG FIBER REINFORCED GYPSUM

FURN FURNITURE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GDR GUARD RAIL

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTER

GFRP GLASS-FIBER-REINFORCED PLASTIC

GL GLASS/GLAZING

GMP GUARANTEED MAXIMUM PRICE

GR GROUT

GRAN GRANITE

GT GREASE TRAP

GYP BD GYPSUM WALL BOARD

HB HOSE BIBB

HC HOLLOW CORE

HCP HANDICAPPED

HCWD HOLLOW CORE WOOD DOOR

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

ID INSIDE DIAMETER/ INSIDE DIMENSION

INSUL INSULATION

INSUL PNL INSULATED METAL PANEL

JAN JANITOR

JT JOINT

KD KNOCKED DOWN

KPL KICKPLATE

LAM LAMINATE

LAM GL LAMINATED GLASS

LAV LAVATORY

LCD LINEAR CEILING DIFFUSER

LCMU LIGHTWEIGHT CONCRETE MASONRY UNIT

LDG LANDING

LDR LEADER

LF LINEAR FEET (FOOT)

LOS LINE OF SIGHT

LVDR LOUVER DOOR

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

MAINT MAINTENANCE

MAX MAXIMUM

MC METAL-CLAD

MCB METAL CORNER BEAD

MED MEDICAL

MEL MELAMINE

MEZZ MEZZANINE

MF MILL FINISH

MID MIDDLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MLWK MILLWORK

MOD BIT MODIFIED BITUMEN

MOPR MOP RACK

MR MOISTURE RESISTANT

MTL METAL

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

N/A NOT APPLICABLE

NCOMBL NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NLB NONLOADBEARING

NO NUMBER

NOM NOMINAL

NTP NOTICE TO PROCEED

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OF/OI OWNER FURNISHED/OWNER INSTALLED

OFS OUTSIDE FACE OF STUDS

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

PAT PATTERN

PBD PARTICLEBOARD

PERF PERFORATED

PERM PERMANENT

PERP PERPENDICULAR

PGBD PEGBOARD

PJ PANEL JOINT

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

POL POLISHED

PORC PORCELAIN

PREFAB PREFABRICATE

PREFIN PREFINISH

PT PRESSURE TREATED

PTD PAINT

R RADIUS

RADN RADIATION

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING STEEL BARS

REF REFERENCE

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

RESP RESIN PANEL

RFG ROOFING

RH ROOF HATCH

RLG RAILING

RM ROOM

RO ROUGH OPENING

RTF RUBBER TILE FLOOR

RTU ROOF TOP UNIT

RV ROOF VENT

RVL REVEAL

SB SPLASH BLOCK

SBSTR SUBSTRATE

SCHED SCHEDULE

SCRN SCREEN

SD SMOKE DETECTOR

SHR SHOWER

SHRD SHOWER DRAIN

SIM SIMILAR

SP STANDPIPE

SPEC SPECIFICATION(S)

SPKLR SPRINKLER

SPKR SPEAKER

SQ FT SQUARE FOOT

SS SOLID SURFACE

SST STAINLESS STEEL

ST STAIR(S)

STC SOUND TRANSMISSION CLASS

STOR STORAGE

STN STAIN

SUSP CLG SUSPENDED CEILING

SYMM SYMMETRICAL

TBD TO BE DETERMINED

T&G TONGUE AND GROOVE

TD TRENCH DRAIN

TEMP TEMPORARY

TFA TO FLOOR ABOVE

TFB TO FLOOR BELOW

THRU THROUGH

TLT TOILET

T/ TOP OF ___

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB\ TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TRS (or TR) TRANSITION STRIP

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

W/ WITH

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WASH FOUNTAIN

WH WATER HEATER

WHSE WAREHOUSE

WP WALL PROTECTION

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

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SHEET NO.:

OF

SHEETS

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

ISSUE DATE:

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A-002

02/24/2025

Approver

Designer

Author

Checker

R S

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-S

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ABBREVIATIONS LIST

BATT

INSULATION

CONCRETE

POROUS FILL

(STONE OR

GRAVEL)

STEEL

BRICK

CONCRETE

MASONRY

UNIT (CMU)

RIGID

INSULATION

WOOD -

FINISHED

COMPACTED

EARTH

PLYWOOD

SAND, PLASTER,

CEMENT,

GROUT, GYPSUM

WALL BOARD

WOOD - ROUGH

LINE TYPES

BEYOND

CENTERLINE

DEMOLISHED

HIDDEN

OVERHEAD

ANNOTATIONS

'X' 'X'

CL

XX.X

CENTERLINE

DIMENSION

FACE

DIMENSION

COLUMN GRID TAG -

NEW

ALIGN FACE OF

SURFACES

ALIGN

SPOT ELEVATION

0'-0"

LEVEL / ELEVATION

HEIGHT

REVISION TAG AND

CLOUD

NORTH (PROJECT)

PROJECT NORTH

TRUE NORTH

FURNITURE TAGF1

EQUIPMENT TAGE123456

SIGNAGE TAGS99

CEILING TAG

AFF

1t

10'-0" CEILING TYPE (WHEN INDICATED)

CEILING HEIGHT

ROOM TAG(S):

ROOM TAG WITH AREA

(NO ROOM #)

ROOM NAME

1500 SF

DEPARTMENT OR PHASE

(IF SHOWN)ROOM NAME

00999

DEPT/ PHASE

ROOM NAME

FLOOR # = 1 OR 2 DIGITS

ROOM # = 2 OR 3 DIGITS

AREA (IF SHOWN)

ROOM NAME

00999

150 SF

DOOR TAG:

DOOR RATING (IF SHOWN)

FLOOR # = 1 OR 2 DIGITS

ROOM # = 2 OR 3 DIGITS

122A

DOOR SEQUENCE (ALPHABETIC)

VIEW REFERENCE

PHOTO REFERENCE TAG

1/ A

A1

VIEW NAME

1/8" = 1'-0"

PLAN VIEW TITLE REFERENCE

LOCATION ON THE SHEET

VIEW SCALE

SIM

A103

PLAN / DETAIL CALLOUT

REFERENCED

SHEET

A610

SIM

BUILDING SECTION CALLOUT

REFERENCED

SHEET

A5

A610

SIM

WALL SECTION CALLOUT

REFERENCED

SHEET

A601

SIM

DETAIL SECTION CALLOUT

REFERENCED

SHEET

A510

1 Ref

1 Ref 1 Ref

1 Ref

EXTERIOR ELEVATION CALLOUT

A1011 INTERIOR ELEVATION CALLOUT

A1 Ref

A1 Ref A1 Ref

A1 Ref

AREA ONLY1500 SF

XX.X BUILDING LINE GRID

TAG - NEW

WINDOW / CURTAIN WALL TAGA

LOUVER TAGL1

WALL TAG

KEYNOTE

ACCESSORY TAGTA-1

?A08

TRUE NORTHPLAN NORTH

A1

VIEW NAME

1/8" = 1'-0"

DETAIL VIEW TITLE REFERENCE

LOCATION ON THE SHEET

VIEW SCALE

WALL TYPE NUMBER

STUD SCHEDULE

1 = 4" ABOVE CEILING

2 = FLOOR TO UNDERSIDE OF TRUSS

3 = FULL HEIGHT OR AS INDICATED ON PLAN / SECTION

FIRE RESISTANCE DESIGNATION

4 = ONE HOUR

5 = TWO HOUR

INSULATION DESIGNATION

THERMAL INSULATION

SOUND INSULATION

ACOUSTIC WALL TREATMENT

A #

DRAWING NUMBERS SHALL BE FORMATTED AS SHOWN

BELOW. ESTABLISH IF LEVEL 1 AND/OR LEVEL 2 DISCIPLINE

DESIGNATORS ARE REQUIRED AND FOLLOW THE

DESIGNATORS AS DESCRIBED BELOW.

2 DIGIT DISCIPLINE

DESIGNATOR (IF ONLY

ONE LETTER IS USED, THE

SECOND LETTER IS

REPLACED WITH A DASH "-"

AS A PLACEHOLDER)**

1 DIGIT AREA

DESIGNATOR

(AREA DESIGNATOR

ONLY USED WHEN

PLANS ARE

SUBDIVIDED INTO

AREAS.)

1 DIGIT SHEET TYPE

DESIGNATOR

0 - GENERAL

1 - PLANS

2 - ELEVATIONS

3 - SECTIONS

4 - ENLARGED PLANS

5 - DETAILS

6 - SCHEDULES AND

DIAGRAMS

7 - VARIES

8 - VARIES

9 - 3D VIEWS (ISO,

PERSPECTIVES)

2 DIGIT SEQUENTIAL

# (01-99) (FIRST DIGIT

INDICATES PLAN

TYPE. SECOND DIGIT

INDICATES FLOOR)

A-001A

SHEET NUMBERING

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS

ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR

THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE

CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER

ITEMS NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS

OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR

INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND

MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND

WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND

SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES

LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEW

WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION

SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND

LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL

VERIFY ALL NEW AND EXISTING CONDITIONS SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF

ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS

GOVERN OVER SMALL-SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TO

RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.

11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM

SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED

SURFACE.

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION,

AND DEMOLITION OPERATIONS SHALL BE APPLIED.

13. IF BUILDING IS OCCUPIED DURING CONSTRUCTION, CONTRACTOR SHALL

AVOID PASSAGE THROUGH OCCUPIED AREAS.

14. DIMENSIONS SHOWN ARE TO FACE OF WALL OR CMU (U.N.O.).

15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER

PRODUCT MANUFACTURER'S STANDARDS.

16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL

APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL

OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES

HAVING JURISDICTION.

17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS

OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID

GALVANIC CORROSION.

19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND

MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL

SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND

HEIGHT OF WALL IS TO BE FINISHED OR FIRE RATED AS INDICATED.

21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR

OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME DETAILS DETERMINE

THE LOCATION OF ADJACENT WALLS AND FRAMES.

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

WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE CONTRACTING OFFICER BEFORE PROCEEDING

WITH THE WORK.

23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL

FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALL MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURAL AND

ARCHITECTURAL DRAWINGS.

24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS

REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS

PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH

THE CONTRACTING OFFICER PRIOR TO PROCEEDING.

25. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR

WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL

PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL

INTEGRITY OF THE BUILDING.

26. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR

PORTION OF THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR

SHOWN ON THE STRUCTURAL DRAWINGS.

27. INTERIOR PARTITION MOVEMENT CONTROL:

A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT

NOT MORE THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNLESS

NOTED OTHERWISE.

B. PROVISIONS SHALL BE MADE IN THE DESIGN, FABRICATION, AND

INSTALLATION OF INTERIOR PARTITIONS FOR TYPICAL FLOOR

DEFLECTIONS OF THE STRUCTURE UNDER SUPERIMPOSED LOADS AS

FOLLOWS:

1. TYPICAL ROOF/FLOOR MEMBERS: SPAN/360 BUT NOT LESS THAN 1/2”.

28. THE CONTRACTOR SHALL PLAN THE WORK TO PROVIDE ADEQUATE

PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE

THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND

PROPERTY AS NECESSARY.

29. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE

PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE

CONTRACTING OFFICER PRIOR TO START OF SUCH WORK.

30. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES INSIDE THE BUILDING

DURING CONSTRUCTION ACTIVITIES. ANY FLOORING, CEILING, WALLS, OR

OTHER FINISHES DAMAGED SHALL BE REPAIRED TO MATCH EXISTING

CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ALL

EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND PRESENT TO

COR.

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SHEET NO.:

OF

SHEETS

DESIGNED BY:

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CHECKED BY:

SUBMITTED BY:

ISSUE DATE:

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A-003

02/24/2025

Approver

Designer

Author

Checker

R S

Q N o .2

-S

Q -1

L L

P R

O J N o P

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B

ID

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O L S

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TYPICAL MATERIALS STANDARD GRAPHICS AND SYMBOLSAR-GENERAL NOTES

L Rating At 400 F -less than I CFM/sq ft

L Rating At Ambient -less than 1 CFM/sq ft

T Ratings -0, 1,2,3, and 4 Hr (See Item 3)

F Ratings -1,2,3 and 4 Hr (See Items 2 and 3)

(Formerly System No- 147)

March 28,2003

System No. W-L-1001

Through-penetration Firestop Systems

RatingRatingor Conduit

+When copper pipe is used, T Rating is 0 h

3M COMPANY - CP 25WB+.

*Bearing the UL Classification Mark

Diam In

01 or 2

3 or 4

1 or 2

3 or 4

1 or 2

HrHr

3 or 4

0+, 1 or 2

Fill Void or Cavity Material* - Caulk

Max Pipe

WARD MFG INC

A BUNDY CO

TITEFLEX CORP

OMEGA FLEX INC

TF

Through-Penetrate

SECTION A-A

Wall Assembly

Gypsum Board*

Studs

FIRESTOP SYSTEM MC TYPE CABLE

MINNESOTA MINING & MFG. CO.- CP 5WB+. *BEARING THE UL CLASSIFICATION MARKING

AFC CABLE SYSTEMS INC.

SYSTEM No. W-L-3015 (FORMERLY SYSTEM No. 328)

L RATING AT AMBIENT - LESS THAN 1 CFM PER SQ FT. (SEE ITEM 3)

L RATING AT 400 F - LESS THAN 1 CFM PER SQ. FT. (SEE ITEM 3)

F RATING - 1 AND 2 HR. (SEE ITEM 3)

T RATINGS - 0, 3/4 AND 2 HR. (SEE ITEM 2)

3.

2.

1.

A

A

DECEMBER 15, 1998

SYSTEM No. W-L-3015

SECTION A - A

A.

B.

C.

CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS

WALL ASSEMBLY - THE 1 OR 2 HR. FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING

CONSTRUCTION FEATURES:

FASTENERS - WHEN WOOD STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN. WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED TO STUDS WITH TYPE S SELF DRILLING, SELF TAPPING BUGLE HEAD STEEL SCREWS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION

DESIGN.

GYPSUM BOARD* - NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, NUMBER OF LAYERS AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM. OF OPENINGS CUT IN GYPSUM WALLBOARD IS 2 IN.

FILL, VOID OR CAVITY MATERIAL* - CAULK - CAULK FILL MATERIAL FORCED INTO ANNULAR SPACE AROUND ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING PRODUCT TO COMPLETELY FILL OPENING IN GYPSUM

WALLBOARD ON EACH SIDE OF THE WALL ASSEMBLY. A MIN. 5/8 IN. THICKNESS OF CAULK IS REQUIRED FOR

THE 1 HR. F RATING, A MIN. 1-1/4 IN. THICKNESS OF CAULK IS REQUIRED FOR THE 2 HR. F RATING.

THROUGH PENETRATING PRODUCT* - MAX FOUR COPPER CONDUCTOR No. 2 AWG (OR SMALLER) ALUMINUM OR STEEL ARMORED CABLE OR METAL-CLAD CABLE, MAX ONE ARMORED CABLE OR METAL CLAD CABLE TO BE INSTALLED NEAR CENTER OF CIRCULAR OPENING IN GYPSUM WALLBOARD. THROUGH PENETRATING PRODUCT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. WHEN INSTALLED IN 1 HR. FIRE RATED WALL

ASSEMBLY, T RATING IS 0 HR. WHEN INSTALLED IN 2 HR. FIRE RATED WALL ASSEMBLY, T RATING IS 3/4 HR.

WHEN MAX No. 2 AWG CABLE IS USED AND 2 HR. WHEN MAX 12 AWG CABLE IS USED.

DIAM. OF CIRCULAR THROUGH OPENING CUT THROUGH GYPSUM WALLBOARD ON EACH SIDE OF WALL

ASSEMBLY TO BE MIN. 1/4 IN. TO MAX 11/16 IN. LARGER THAN DIAM. OF THROUGH PENETRATING

PRODUCT (ITEM 2) INSTALLED IN THROUGH OPENING. SIDE EDGE OF CIRCULAR OPENING TO BE MIN. 3 IN.

FROM NEAREST STUD IN WALL CAVITY.

STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. WITH NOM 2 BY 4 IN. LUMBER END

PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS

SPACED MAX 24 IN. OC.

1. - The 1,2, 3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. - Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs.

Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC.

2. - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (point contact) to max 2 in. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing maybe used:

A. Steel Pipe - Nom 24 in. diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe - Nom 24 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe.

C. Conduit - Nom 6 in. diam (or smaller) steel conduit or nom 4 in diam (or smaller) steel electrical metallic tubing.

D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing

E. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe.

F. Through Penetrating Product*- Flexible Metal Piping The following types of steel flexible metal gas piping may be used:

2. Nom I in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

3. Nom I in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

3. - Min 5/8. 1-1/4,1-7/8 and 2-1/2 in. thickness of caulk for I, 2,3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. diam bead of caulk applied to gypsum board/penetrate interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below:

1. Nom 2 in. diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

B. -Nom or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in.

A

A

1C

1A

1B

1A

1B

UL PENETRATIONS DETAILS

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1 3 5 7 92 4 6 8 10 11

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IN

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SHEET NO.:

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DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

ISSUE DATE:

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02/24/2025

Approver

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PULL SIDE

FRONT APPROACHES

NOTE:

1. ALL DIMENSIONS SHOWN ARE MINIMUMS.

2. DIMENSIONS AND CLEARANCES SHOWN MUST

BE PROVIDED AT ALL DOORS.CONTRACTOR

SHALL REVIEW FIELD LAYOUT AND CONFIRM

THAT ALL OF THE APPROPRIATE CLEARANCES

ARE PROVIDED. ANY DISCREPANCIES SHALL BE

BROUGHT TO THE ARCHITECT'S ATTENTION.

ANY REMEDIAL WORK THAT SHOULD HAVE

BEEN AVOIDED BY BRINGING DISCREPANCIES

TO THE ARCHITECT'S ATTENTION SHALL BE AT

THE CONTRACTORS EXPENSE.

M

IN

IM

U

M

MIN

1' - 6"

M

IN

IM

U

M

BOTH A CLOSER AND LATCH

12" MINIMUM IF DOOR HAS

M

IN

IM

U

M

MINIMUM

3' - 0"

EXISTING BUILDING - VERIFY

3' - 6"

E X

IS

IN

G B

U

IL

D

IN

G

V E

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IF

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M

IN

IM

U

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IN

IM

U

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MINIMUM

1' - 10"

A C

L O

S E

R A

N D

L A

T C

H

IF

D

O O

R H

A S

MINIMUM

2' - 0"

(ALL DOORS)

2'-8" CLEAR

PUSH SIDE PULL SIDE

HINGE SIDE APPROACHES

PUSH SIDE

PULL SIDE

LATCH SIDE APPROACHES

PUSH SIDE

DOORS IN A SERIES

FRONT APPROACH

DOORWAY W/O DOORS, SLIDING DOORS, AND FOLDING DOORS

SIDE APPROACH POCKET OR HINGE APPROACH STOP OR LATCH APPROACH

M

IN

IM

U

M

MINIMUM

1' - 10"

MINIMUM

2' - 0"

M

IN

IM

U

M

M

IN

IM

U

M

M

IN

IM

U

M

E X

IS

T

IN

G

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G

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IF

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IN

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U

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IN

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U

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IN

IM

U

M

M

IN

IM

U

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MINIMUM

2' - 0"

E X

IS

T

IN

G

B U

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D

IN

G

V

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IF

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M

IN

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U

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" 5' - 0" IN EXISTING BUILDINGS

5' - 4"

MINIMUM

4' - 0"

MINIMUM

4' - 0"

UNOBSTRUCTED FORWARD REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH FORWARD REACH

M A

X

M A

X

MAX

10" >10" - 24" MAX

M A

X

M A

X

10" MAX

20" MAX

M A

X

>20" - 25" MAX

M

IN

M A

X

M A

X

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E

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A

F

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H

1 3 5 7 92 4 6 8 10 11

T H

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IN

F O

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A

IN

T H

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IN

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SHEET NO.:

OF

SHEETS

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

ISSUE DATE:

P R

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02/24/2025

Approver

Designer

Author

Checker

R S

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MANEUVERING CLEARANCES AT DOORS (ICC/ANSI-2017)

REACH RANGES

Refrigerator

W

T O

T A

L D

IS

T

F

T F

E

WOMEN

MEN

UNISEX

107A

JAN

KITCHEN

EXIST. VOID

EXIST.

EMPLOYEE

LOUNGE

6.2" 60"

EXIST. PAPER

SUPPLIES

EXIST. OFFICE

SUPPLIES

EXIST.

CORRIDOR

OPEN OFFICE

EXIST. LARGE

CONFERENCE

ROOM

ELEVATOR

EQUIPMENT

EXIST.

ELEVATOR

EXIST.

APPLICATIONS

DIRECTOR

EXIST.

ASSISTANT

DIRECTOR

EXIST.

DIRECTOR

SUPPLIES

EXIST.

TECHNICAL

DIRECTOR

EXIST.

DIRECTOR

EXIST. SMALL

CONFERENCE

EXIST. STAFF

ASSISTANT

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST. OFFICE

SUPPLIES

EXIST. PAPER

SUPPLIES

2.4" 34"

4.2" 60"

EXIST.

VESTIBULE

21T

117'-1 3/4"

143'-6 3/4"

12T

31T

MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING

TWO EXITS OR EXIT ACCESS DOORWAYS

ARE PLACED A DISTANCE APART EQUAL

TO NOT LESS THAN ONE-HALF OF THE

LENGTH OF THE MAXIMUM OVERALL

DIAGONAL DIMENSION OF THE BUILDING

T O

T A

L D

IS

T

F

T

T O

T A

L D

IS

T

F

T

3.8" 34"

WOMEN

MEN

CONFERENCE

JAN

1.6" 34"

EXISTING WORK

STATIONS

ROOM

EXISTING WORK

ROOM

EXISTING

OFFICE

ELEVATOR

STAIR

EXIST. ELECT

STOR

EXIST. OFFICE

EXIST.

TELEVISION

STUDIO

EXISTING

OFFICE

EXIST. SUPPLIES

EXIST. OFFICE

EXIST. STORAGE

EXIST. MEDIA

CLO

MEDIA

OLF

X.X" X.X"

OCCUPANT LOAD

REQ'D EGRESS WIDTH

EGRESS WIDTH

OL

OCCUPANT LOAD

TOTAL TRAVEL DISTANCE

1 HR WALL

LIFE SAFETY PLAN LEGENDS:

NOT IN SCOPE

LIMIT OF WORK

OT

OCCUPANT LOAD TOTAL

EXISTING EXIT SIGNS

OCCUPANCY LOAD CALCULATIONS

REFER TO SHEET A-001 FOR OCCUPANCY LOAD

CALCULATIONS AND PLUMBING CALCULATIONS

FBC 1007.1.1 TWO EXITS OR EXIT ACCESS

DOORWAYS ARE PLACED A DISTANCE APART

EQUAL TO NOT LESS THAN ONE-HALF OF THE

LENGTH OF THE MAXIMUM OVERALL DIAGONAL

DIMENSION OF THE BUILDING OR AREA TO BE

SERVED MEASURED IN A STRAIGHT LINE

BETWEEN THEM.

PROVIDED = 117 LF MIN. DISTANCE

FBC TABLE 1006.2.1 REQUIRED TRAVEL DISTANCE

FOR OL WITH SPRINKLER = 100

PROVIDED = 74 MAX FROM FURTHER POINT

R A

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TRUE

NORTH

G

E

C

A

F

D

B

H

1 3 5 7 92 4 6 8 10 11

T H

E

IN

F O

R M

A T

IO

N

C O

N T

A

IN

T H

IS

D

R A

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IN

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IS

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T U

A L

A N

D P

H Y

S

IC

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-6

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SHEET NO.:

OF

SHEETS

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

ISSUE DATE:

P R

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02/24/2025

Approver

Designer

Author

Checker

R S

Q N o .2

-S

Q -1

L L

P R

O J N o P

C

B

ID

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SCALE: 1/8" = 1'-0"A1

1ST FLOOR PLAN LIFE SAFETY

SCALE: 1/8" = 1'-0"E1

2ND FLOOR PLAN LIFE SAFETY

SCALE: = 1'-0"

0 8 168

1/8"

W

EXIST. PAPER

SUPPLIES

EXIST. VOID

MEN

EXIST.

TECHNICAL

DIRECTOR

ELEVATOR

EQUIPMENT

EXIST.

VESTIBULE

EXIST.

ELEVATOR

EXIST.

APPLICATIONS

DIRECTOR

EXIST.

ASSISTANT

DIRECTOR

EXIST.

DIRECTOR

SUPPLIES

EXIST.

DIRECTOR

EXIST. SMALL

CONFERENCE

EXIST. STAFF

ASSISTANT

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST. LARGE

CONFERENCE

ROOM

EXIST. PAPER

SUPPLIES

EXIST. OFFICE

SUPPLIES

EXIST.

INFORMATION

SERVICES

MANAGER

EXIST.

EMPLOYEE

LOUNGE

KITCHEN

OPEN OFFICE

EXIST. OFFICE

SUPPLIES

Room

EXIST.

CORRIDOR

CORRIDOR

WOMEN

LIMIT OF WORK

EXISTING CONDITIONS NOTES:

1. THIS DRAWING (ALONG WITH THE EXISTING CONDITIONS PLANS) IS PROVIDED

TO ILLUSTRATE EXISTING CONDITIONS INTO WHICH THE DESIGN WILL BE

INCORPORATED AND TO INDICATE PRIMARY ARCHITECTURAL DEMO WORK

REQUIRED TO ACHIEVE THE NEW DESIGN.

2. THIS DRAWING SHOULD NOT BE CONSTRUED AS AN "AS-BUILT" DRAWING OR A

COMPREHENSIVE RECORD OF ALL CONDITIONS THAT WILL IMPACT

INSTALLATION OF THIS DESIGN, NOR SHOULD IT BE UNDERSTOOD TO BE A

COMPLETE INDICATION OF ALL ITEMS REQUIRED TO BE REMOVED OR

DEMOLISHED IN ORDER TO EXECUTE THIS DESIGN.

3. REFER TO APPLICABLE ENGINEERING DRAWINGS FOR DESCRIPTION OF

EXISTING CONDITIONS AND DEMO WORK RELATED TO MECHANICAL, PLUMBING,

ELECTRICAL, OR OTHER UTILITY DISCIPLINES.

4. THE CONTRACTOR'S BID PRICE IS TO ACCURATELY REFLECT ANY SUCH

APPLICABLE CONDITIONS.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE SITE PRIOR TO BID

AND CONSTRUCTION TO CONFIRM AND VERIFY EXISTING CONDITIONS AND

DETERMINE THE FOLLOWING:

6. IF ANY ADDITIONAL DEMOLITION WORK WILL BE REQUIRED TO ACHIEVE THIS

DESIGN

7. IF EXISTING ELEMENTS, UTILITIES, BUILDING FEATURES, ETC. WILL INTERFERE

WITH THE EXECUTION OF THIS DESIGN AS SHOWN.

8. IF ANY OF THE EXISTING CONDITIONS, MATERIALS, UTILITIES, OR OTHER ITEMS

CAN BE USED (OR REUSED) AND INCORPORATED INTO THIS DESIGN.

GENERAL DEMOLITION NOTES:

1. REFER TO SPECIFICATIONS (GENERAL REQUIREMENTS) FOR ADDITIONAL

INFORMATION RELATED TO DEMOLITION / PATCH / REPAIR WORK AND

CONTRACTOR RESPONSIBILITIES.

2. DURING THE EXECUTION OF THE WORK, PRIMARY CONSIDERATION SHALL BE

GIVEN TO THE PROTECTION FROM DAMAGE TO THE STRUCTURE, EQUIPMENT,

WALL FINISHES, AND THE LIKE WHICH ARE NOT SPECIFICALLY INDICATED TO BE

REMOVED AND DISPOSED. DAMAGE AS A RESULT OF THIS WORK TO THE

EXISTING ITEMS OR SURFACES TO REMAIN, SHALL BE REFINISHED, REPAIRED

OR REPLACED, TO THE SATISFACTION OF THE ARCHITECT AND OWNER, AT NO

ADDITIONAL COST TO THE OWNER.

3. AREAS IN WHICH DEMOLITION AND SALVAGE WORK IS BEING DONE SHALL BE

CLEANED DAILY. ALL DIRT, DUST DEBRIS, UNSALVAGEABLE, AND UNREUSEABLE

ITEMS SHALL BE TOTALLY REMOVED FROM THE PROJECT SITE DAILY.

4. DURING REMOVAL OF ITEMS BEING SALVAGED, CAUTION SHALL BE USED TO

ELIMINATE POSSIBILITY OF DAMAGE TO SUCH ITEMS. ALL REUSABLE ITEMS

SALVAGED DURING DEMOLITION OPERATIONS SHALL BE RETAINED FOR THE

OWNER'S INSPECTION. ONLY ITEMS PROPERLY INSPECTED AND REJECTED BY

THE OWNER SHALL BE DISPOSED. ALL OTHER ITEMS SHALL BE TURNED OVER

TO THE OWNER FOR DISPOSITION.

5. WHERE ELEMENTS ARE SCHEDULED TO BE REMOVED THAT MAY CONTAIN

EXISTING POWER, WIRING, OUTLETS, LIGHTING, SWITCHES, OR OTHER

DEVICES OR COMPONENTS, G.C. IS TO TAKE CARE TO PROPERLY AND

ADEQUATELY REMOVE, RELOCATE OR DISABLE ELEMENTS NOT NECESSARY

FOR STORE OPERATION. THIS ALSO APPLIES TO REMOVAL OF ITEMS

CONTAINING PLUMBING OR OTHER UTILITY COMPONENTS THAT WILL NEED TO

BE PROPERLY DISABLED OR "CAPPED".

6. WHERE FLOOR, WALL OR CEILING ITEMS ARE REMOVED, G.C. IS TO PATCH,

REPAIR, RECONSTRUCT OR OTHERWISE PREP AFFECTED AREA TO RECEIVE

NEW MATERIALS OR FINISHES AS INDICATED IN THESE PLANS.

7. IF REQUIRED, CUT/REMOVE CEILING MATERIAL AS NECESSARY TO

ACCOMMODATE ANY ABOVE-CEILING UTILITY WORK INDICATED ON MEP OR FIRE

PROTECTION DRAWINGS.

DEMO PLAN LEGEND:

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NOT IN SCOPE

LIMIT OF WORK

R A

Y M

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PLAN N

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SHEET NO.:

OF

SHEETS

DESIGNED BY:

DRAWN BY:

CHECKED BY:

SUBMITTED BY:

ISSUE DATE:

P R

O J E

C T

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P R

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C T

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AD-101

02/24/2025

Approver

Designer

Author

Checker

R S

Q N o .2

-S

Q -1

L L

P R

O J N o P

C

B

ID

A N

D C

O N

S T

R U

C T

S E

T

S

T F

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M

L A

N

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T I N

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SCALE: 3/16" = 1'-0"A1

1ST FLOOR PLAN DEMO

KEYNOTE LEGEND

1 DEMOLISH PORTION OF EXISTING PARTITION.

2 REMOVE EXISTING DOORS AND/OR FRAMES, COMPLETE WITH ALL FASTENERS

AND APPURTENANCES, WHERE INDICATED OR REQUIRED TO COMPLETE THE

NEW WORK. EXISTING DOORS TO REMAIN SHALL BE PROTECTED FROM DAMAGE

BY CONSTRUCTION ACTIVITIES.

3 REMOVE EXISTING PARTITION TO EXPOSE EXISTING WINDOW.

4 REMOVE EXISTING TOILET PARTITIONS AND ANY SUPPORT STRUCTURES,

COMPLETE WITH ALL APPURTENANCES.

5 REMOVE EXISTING URINAL SCREEN.

6 REMOVE EXISTING TOILET FIXTURES INCLUDING ANY CARRIERS AND OTHER

APPURTENANCES.

7 REMOVE EXISTING VANITY COUNTER.

8 REMOVE EXISTING TOILET ACCESSORIES, GRAB BARS, AND ANY OTHER

APPURTENANCES, COMPLETE.

9 REMOVE EXISTING BASE AND WALL CABINETS.

10 REMOVE EXISTING APPLIANCES AND PROVIDE NEW SS OF LIKE

CONFIGURATION.

EXISTING REFRIGERATOR

AREA. ROOM 114

EXISTING OVERALL KITCHEN VIEW. ROOM 114 EXISTING 2ND MICROWAVE LOCATION. ROOM 114

Remove and install New wall and base cabinets, sink and Diswasher

EXISTING WATER HEATER LOCATION. ROOM 108

Relocate Existing Water heater

Remove ceiling panels, light fixtures, carpet and cabinets

EXISTING MEN RESTROOM. ROOM 111

Existing window to remain

Remove plumbing fixtures

Remove plumbing fixtures, urinal screen, flooring, ceiling panels, light fixtures.

EXISTING ROOM 114

Remove and Replace lavatories, mirror flooring,light fxitures and ceiling.

Remove and Replace toilet partitions flooring,light fxitures and ceiling.

EXISTING ROOM 107

Remove light fxitures and ceiling.Remove sections of cabinets and coordinate with owner for repurposing or disposal

SCALE: = 1'-0"3/16"

0 4 8 124

Contractor to remove and dispose of the existing appliaces and provide new stainless-steel appliances of like configuration.

• Refrigerator

• Microwave

• Dishwasher

UP

EXIST. OFFICE

EXIST. SUPPLIES

EXISTING WORK

STATIONS

ROOM

STOR

CONFERENCE

WOMEN

MEN

STORAGE

EXISTING

OFFICE

JAN

EXIST. ELECT

EXIST. MEDIA

MEDIA

EXISTING WORK

ROOM

EXIST. OFFICE

ELEVATOR

102STAIR

LIMIT OF WORK

EXISTING CONDITIONS NOTES:

1. THIS DRAWING (ALONG WITH THE EXISTING CONDITIONS PLANS) IS PROVIDED

TO ILLUSTRATE EXISTING CONDITIONS INTO WHICH THE DESIGN WILL BE

INCORPORATED AND TO INDICATE PRIMARY ARCHITECTURAL DEMO WORK

REQUIRED TO ACHIEVE THE NEW DESIGN.

2. THIS DRAWING SHOULD NOT BE CONSTRUED AS AN "AS-BUILT" DRAWING OR A

COMPREHENSIVE RECORD OF ALL CONDITIONS THAT WILL IMPACT

INSTALLATION OF THIS DESIGN, NOR SHOULD IT BE UNDERSTOOD TO BE A

COMPLETE INDICATION OF ALL ITEMS REQUIRED TO BE REMOVED OR

DEMOLISHED IN ORDER TO EXECUTE THIS DESIGN.

3. REFER TO APPLICABLE…