4-Appendix B Drawings 25027 - Harrisburg Station 1-2 - FULLSET - IFPP - 2026-09-11.pdf

DESIGN PROFESSIONAL IN-CHARGE

DENNIS F. SOWERS, AIA

PROJECT TEAM

CITY OF HARRISBURG - STATIONS 1 & 2

HARRISBURG, PA

CITY OF HARRISBURG

10 NORTH SECOND STREET

HARRISBURG, PA 17101

STATION 2 LOCATION MAP

ARCHITECT

PROJECT SITE

NOT TO SCALE

OWNER:

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED UNDER

MY SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT

UNDER THE LAWS OF THE COMMONWEALTH OF PENNSYLVANIA

LICENSE NO. RA-007999-X

EXPIRATION DATE: JUNE 30, 2027

SIGNATURE DATE

THE FOLLOWING ITEMS WILL CONSIST OF DEFERED SUBMITTALS

(DELEGATED DESIGN):

* NONE

MEP ENGINEER

3 JENNIFER COURT, SUITE 'E'

CARLISLE, PA 17015

(717) 249-4569

RENOVATIONS TO:

STATION 1 LOCATION MAP

PROJECT SITE

NOT TO SCALE

COPYRIGHT © 2025

BY SGS ARCHITECTS ENGINEERS,

INC. THIS DRAWING AND

INFORMATION IS AN INSTRUMENT

OF SERVICE AND SHALL NOT BE

COPIED OR USED IN ANY WAY

WITHOUT WRITTEN

AUTHORIZATION OF SGS. THIS

DRAWING NOT FOR GENERAL USE

AND ALL RIGHTS ARE RESERVED.

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS ON THE DRAWING

AND REPORT ANY ERROR TO

THE ARCHITECT BEFORE

STARTING WORK.

SHEET:

JOB NO.

DATE

CHECK

DRAWN

REVISIONS DATE

S C

A

LE

: 1 /8

1'

0"

0' 2'

8'

S C

A

LE

: 1 /4

1'

0"

0' 1'

2'

8'

S C

A

LE

: 3 /8

1'

0"

0' 1'

2'

6'

S C

A

LE

: 3 /4

1'

0"

0' 1'

2' 3'

S C

A

LE

: 1

/2

1'

0"

0" 6"

3"

S C

A

LE

: 3

1'

0"

0" 3"

6"

1"

2"

S C

A

LE

: 1

1'

0"

0" 6"

3"

R

EN

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O N

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SEPTEMBER 11, 2026

25027

0-C-0.00

C O

V

ER

S H

EE

T

H A

R R

IS

B

U R

G , P

A

DFS

DRAWING LIST

SHEET

NUMBER SHEET NAME

ISSUED FOR PRICING

AND PERMIT -- -- --

0-C-0.00 COVER SHEET 09/11/2026

0-A-0.01 ARCHITECTURAL SYMBOLS, ETC 09/11/2026

0-A-0.02 TYPICAL ADA DETAILS 09/11/2026

0-A-0.03 TYPICAL ASSEMBLIES 09/11/2026

0-A-5.01 TYPICAL DETAILS 09/11/2026

0-A-5.02 TYPICAL DETAILS 09/11/2026

0-M-0.01 MECHANICAL INFORMATION SHEET 09/11/2026

0-M-0.02 MECHANICAL GENERAL NOTES, SCHEDULES, & DETAILS 09/11/2026

0-P-0.01 PLUMBING INFORMATION SHEET 09/11/2026

0-P-0.02 PLUMBING DETAILS 09/11/2026

0-P-0.03 PLUMBING FIXTURE SCHEDULE 09/11/2026

0-E-0.01 ELECTRICAL INFORMATION SHEET 09/11/2026

0-E-4.01 ELECTRICAL DETAILS 09/11/2026

0-E-5.01 ELECTRICAL SCHEDULES 09/11/2026

1-D-1.01 STATION 1 - FIRST FLOOR DEMOLITION PLAN 09/11/2026

1-A-0.01 STATION 1 - CODE ANALYSIS 09/11/2026

1-A-0.02 STATION 1 - CODE ANALYSIS & LIFE SAFETY PLAN 09/11/2026

1-A-1.00 STATION 1 - OVERALL SITE 09/11/2026

1-A-1.01 STATION 1 - OVERALL FIRST FLOOR PLAN 09/11/2026

1-A-1.02 STATION 1 - PARTIAL ENLARGED FLOOR PLAN 09/11/2026

1-A-1.03 STATION 1 - PARTIAL ENLARGED FLOOR PLAN 09/11/2026

1-A-6.01 STATION 1 - INTERIOR ELEVATIONS 09/11/2026

1-A-6.02 STATION 1 - INTERIOR ELEVATIONS 09/11/2026

1-A-7.01 STATION 1 - DOOR SCHEDULE & DETAILS 09/11/2026

1-A-7.02 STATION 1 - ROOM FINISH SCHEDULE & DETAILS 09/11/2026

1-A-8.01 STATION 1 - REFLECTED CEILING PLANS & DETAILS 09/11/2026

1-MD-1.01 STATION 1 - ENLARGED PLANS - DEMOLITION - MECHANICAL 09/11/2026

1-M-1.01 STATION 1 - OVERALL FIRST FLOOR PLAN - MECHANICAL DUCT 09/11/2026

1-M-1.02 STATION 1 - ENLARGED PLANS - MECHANICAL DUCT 09/11/2026

1-PD-1.01 STATION 1 - FIRST FLOOR - DEMOLITION - PLUMBING 09/11/2026

1-P-1.01 STATION 1 - FIRST FLOOR PLAN - DOMESTIC WATER 09/11/2026

1-P-2.01 STATION 1 - FIRST FLOOR PLAN - SANITARY 09/11/2026

1-P-3.01 STATION 1 - ENLARGED PLANS - PLUMBING 09/11/2026

1-ED-1.01 STATION 1 - OVERALL FIRST FLOOR PLAN - DEMOLITION - LIGHTING 09/11/2026

1-ED-2.01 STATION 1 - OVERALL FIRST FLOOR PLAN - DEMOLITION - POWER 09/11/2026

1-E-1.01 STATION 1 - OVERALL FIRST FLOOR PLAN - LIGHTING 09/11/2026

1-E-2.01 STATION 1 - OVERALL FIRST FLOOR PLAN - POWER 09/11/2026

1-E-2.02 STATION 1 - PARTIAL ENLARGED FLOOR PLANS - POWER 09/11/2026

2-D-1.01 STATION 2 - FIRST FLOOR DEMOLITION PLAN 09/11/2026

2-A-0.01 STATION 2 - CODE ANALYSIS 09/11/2026

2-A-0.02 STATION 2 - CODE ANALYSIS & LIFE SAFETY PLAN 09/11/2026

2-A-1.00 STATION 2 - OVERALL SITE PLAN 09/11/2026

2-A-1.01 STATION 2 - OVERALL FIRST FLOOR PLAN 09/11/2026

2-A-1.02 STATION 2 - PARTIAL ENLARGED FLOOR PLAN 09/11/2026

2-A-1.03 STATION 2 - PARTIAL ENLARGED FLOOR PLAN 09/11/2026

2-A-6.01 STATION 2 - INTERIOR ELEVATIONS 09/11/2026

2-A-6.02 STATION 2 - INTERIOR ELEVATIONS 09/11/2026

2-A-7.01 STATION 2 - DOOR SCHEDULE & DETAILS 09/11/2026

2-A-7.02 STATION 2 - ROOM FINISH SCHEDULE & DETAILS 09/11/2026

2-A-8.01 STATION 2 - REFLECTED CEILING PLANS & DETAILS 09/11/2026

2-MD-1.01 STATION 2 - ENLARGED PLANS - DEMOLITION - MECHANICAL 09/11/2026

2-M-1.01 STATION 2 - OVERALL FIRST FLOOR PLAN - MECHANICAL DUCT 09/11/2026

2-M-1.02 STATION 2 - ENLARGED PLANS - MECHANICAL DUCT 09/11/2026

2-PD-1.01 STATION 2 - FIRST FLOOR - DEMOLITION - PLUMBING 09/11/2026

2-P-1.01 STATION 2 - FIRST FLOOR PLAN - DOMESTIC WATER 09/11/2026

2-P-2.01 STATION 2 - FIRST FLOOR PLAN - SANITARY 09/11/2026

2-P-3.01 STATION 2 - ENLARGED PLANS - PLUMBING 09/11/2026

2-ED-1.01 STATION 2 - OVERALL FIRST FLOOR PLAN - DEMOLITION - LIGHTING 09/11/2026

2-ED-2.01 STATION 2 - OVERALL FIRST FLOOR PLAN - DEMOLITION - POWER 09/11/2026

2-E-1.01 STATION 2 - OVERALL FIRST FLOOR PLAN - LIGHTING 09/11/2026

2-E-2.01 STATION 2 - OVERALL FIRST FLOOR PLAN - POWER 09/11/2026

2-E-2.02 STATION 2 - PARTIAL ENLARGED FLOOR PLANS - POWER 09/11/2026

ISSUED FOR PRICING

AND PERMIT

09/11/2026

A101

SIM

A.F.F.

1i

1'-0"

A101

A101

SIM

1 View Name 1/8" = 1'-0"

1i

ARCHITECTURAL SYMBOL REFERENCE LEGEND

GRAPHIC REPRESENTATIONS SHOWN BELOW ARE FOR GENERAL INFORMATION ONLY

NOT ALL REPRESENTATIONS MAY APPLY TO THIS PROJECT

SHEET IDENTIFIER

SECTION IDENTIFIER

VIEW DIRECTION ARROW

LINE OF CUT

BUILDING / WALL SECTION CALL-OUT

ENLARGED PLAN / DETAIL CALL-OUT

SHEET IDENTIFIER

DETAIL IDENTIFIER

AREA OF DETAIL /

ENLARGED PLAN

EXTERIOR ELEVATION CALL OUT

SHEET IDENTIFIER

INTERIOR ELEVATION CALL OUT

SHEET IDENTIFIER

ELEVATION IDENTIFIER

VIEW DIRECTION IDENTIFIER

ELEVATION IDENTIFIER

VIEW DIRECTION IDENTIFIER

A101 1

ROOM OR SPACE IDENTIFIER

ROOM OR SPACE NAME

ROOM OR SPACE NUMBER

AREA OF ROOM OR

SPACE IF INDICATED

STRUCTURAL GRID

GRID LINE IDENTIFIER

STRUCTURAL GRID IDENTIFIER

REVISION IDENTIFIER

DRAWING REVISION

NUMBER IDENTIFIER

DRAWING ITEM NAME

DRAWING ITEM SCALE

DRAWING ITEM NUMBER

VIEW TITLE

DOOR NUMBER

DOOR TAG

WINDOW TYPE

DESIGNATION WINDOW TAG

PARTITION TYPE CALL

OUT

PARTITION TYPE

IDENTIFIER

CEILING TYPE IDENTIFIER

CEILING TYPE IDENTIFIER

CEILING HEIGHT

IDENTIFIER

ACCESSORY IDENTIFIER

ELEVATION HEIGHT CALL OUT

TRUSS BEARING

0'-0" AFF

ELEVATION DESCRIPTION

ELEVATION DISTANCE

ABOVE SLAB

TOILET ACCESSORY TAG

? KEYNOTE TAG

KEYNOTE IDENTIFIER

7.1

ROOF / FLOOR ASSEMBLY TAG

RC-X

ROOF / CEILING

ASSEMBLY IDENTIFIER

Room name

150 SF

1i

A

ABBREVIATIONS

ABBREVIATIONS SHOWN BELOW ARE FOR

GENERAL INFORMATION ONLY - NOT ALL

REPRESENTATIONS MAY APPLY TO THIS PROJECT

A AB ANCHOR BOLT

ABV ABOVE

ACT / AT ACOUSTICAL CEILING TILE

ACM ALUMINUM COMPOSITE METAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

ALUM ALUMINUM

ANC ANCHOR

ANOD ANODIZED

APPROX APPROXIMATE

AP ACCESS PANEL

ARCH ARCHITECTURAL

B BD BOARD

BEL BELOW

BET BETWEEN

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BO BOTTOM OF

BRK BRICK

BSMT BASEMENT

C CAB CABINET

CERT CERTIFIED

CD COMPOSITION DECKING

CFMF COLD FORMED METAL FRAMING

CHNL CHANNEL

CJ CONTROL JOINT

CL CLOSET

CLG /

CLNG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNT COUNTER

COMP COMPOSITE

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COR CORRUGATED

CPT CARPET

CRS COURSE(S)

CT CERAMIC TILE

CW CURTAIN WALL

D DIA DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG(S) DRAWING(S)

E EA EACH

EIFS EXTERIOR INSULATING FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EP ELECTRICAL PANEL

EPS EXTERIOR PAINT SYSTEM

EQ EQUAL

ES EXPOSED STRUCTURE

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

EXT EXTERIOR

F FA FIRE ALARM

FB FIBER BOARD

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FN FINISH(ED)

FLG FIRE-RATED CERAMIC GLAZING

FLR FLOOR(ING)

FND FOUNDATION

FP FILLER PANEL

FO FACE OF

FRP FIBERGLASS REINFORCED PANEL

FTG FOOTING

FUR FURRED(ING)

G GA GAUGE

GALV GALVANIZED

GB GYPSUM BOARD

GF GROUND FACE

GL GLAZED, GLAZING

GLS GLASS

GHM GALVANIZED HOLLOW METAL

GIHM GALVANIZED INSULATED HOLLOW METAL

H HC HANDICAPPED

HCWD HOLLOW CORE WOOD

HDR HEADER

HM HOLLOW METAL

HR HOUR

HOR(IZ) HORIZONTAL

HT HEIGHT

HRDW HARDWOOD

HVAC HEATING VENTILATION AIR CONDITIONING

HWH HOT WATER HEATER

I ICF INSULATED CONCRETE FORM

INFO INFORMATION

INS(UL) INSULATION

INT INTERIOR

IPS INTERIOR PAINT SYSTEM

ISP INSULATED SPANDREL PANEL

J JT JOINT

K KIT KITCHEN

L LAM LAMINATE

LF LINEAR FEET

LG LONG

LIN LINOLEUM

LLV LONG LEG VERTICAL

LTL LINTEL

LOUV LOUVER

M MANUF MANUFACTURER

MAS MASONRY

MAS DIM MASONRY DIMENSION

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MFG MANUFACTURER

MIC MICROPHONE

MICRO MICROWAVE

MIN MINIMUM

MNB MEMBRANE

MO MASONRY OPENING

MR MOISTURE RESISTANT

MRGB MOISTURE RESISTANT GYPSUM BOARD

MTL METAL

MULL MULLION

N N NORTH

NA NOT APPLICABLE

NAT NATURAL

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O OC ON CENTER

OH OPPOSITE HAND

OPP OPPOSITE

OSB ORIENTED STAND BOARD

P P PAINT

PBD PARTICLE BOARD

PERF PERFORATED

PF PREFINISHED

PL / PLAM PLASTIC LAMINATE

PNL PANEL

PNLG PANELING

PCT PORCELAIN CERAMIC TILE

PRF POURED-IN-PLACE RUBBER FLOORING

PT PORCELAIN TILE

PTN PARTITION

PLY / PWD PLYWOOD

PLST PLASTER

R R RISERS

RA RETURN AIR

RAD RADIUS

RC RESILIENT COVE BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REQ'D REQUIRED

RES RESILIENT TILE FLOORING

REV REVISION

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

RWC RIGID WALL COVERING

S SA SUPPLY AIR

SBO SUPPLIED BY OTHER

SCWD SOLID CORE WOOD

SD SOAP DISPENSER

SE SITE ELEVATION

SIM SIMILAR

SIP STRUCTURAL INSULATED PANEL

SJ SCORE JOINT

SL SLOPE

SLD SEALED

SLR SEALER

SLT SLATE

SOG SLAB ON GRADE

SOD SECTIONAL OVERHEAD DOOR

SS STAINLESS STEEL

ST STAIN

STL STEEL

STV THIN CUT NATURAL STONE VENEER

STRUCT STRUCTURAL

SUSP SUSPENDED

T T TREADS

T&G TONGUE AND GROOVE

TBB TILE BACKER BOARD

TCPT CARPET TILE

TF TRANSPARENT FINISH

TG TEMPERED GLASS

TIG TEMPERED INSULATED GLASS

TO TOP OF

THK THICKNESS

TLT TOILET

TYP TYPICAL

U UNO UNLESS NOTED OTHERWISE

V VAR VARIES

VB VAPOR BARRIER

VC VINYL COVE BASE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

W W/ WITH

W/O WITHOUT

WD WOOD

WDWK WOODWORK

WF WIDE FLANGE

WIN WINDOW

WOM WALK OFF MAT

WSP WOOD SHEATHING PANEL

WWF WELDED WIRE FABRIC

GENERAL NOTES:

1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS NOT ALREADY ACQUIRED BY THE OWNER PRIOR TO THE START OF

CONSTRUCTION UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE AND EXECUTED WITH THE OWNER.

2. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, CODES, AND ORDINANCES. IF A PORTION OF THE WORK IS IN CONFLICT WITH APPLICABLE CODE REQUIREMENTS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROFESSIONAL AS SOON AS

POSSIBLE SO THAT A TIMELY RESOLUTION CAN BE INCORPORATED INTO THE WORK.

3. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND CONTRACT REQUIREMENTS ON THE JOB SITE. IF EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROFESSIONAL AS SOON AS POSSIBLE SO THAT A

TIMELY RESOLUTION CAN BE INCORPORATED INTO THE WORK

4. THE GENERAL CONTRACTOR SHALL COORDINATE LOCATIONS AND SIZES OF ALL INTERIOR AND EXTERIOR OPENINGS / PENETRATIONS, ETC. WITH ALL OTHER TRADES AND PRIME CONTRACTORS. THE GENERAL CONTRACTOR SHALL COORDINATE ALL SLEEVE WORK. EACH PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SLEEVES FOR THEIR PHASE OF THE WORK. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL SLEEVES HAVE BEEN PLACED PRIOR TO CLOSING UP THE WORK AND / OR PLACING CONCRETE. ALL CONTRACTORS SHALL COMPLY WITH THE GENERAL CONDITIONS OF THE CONTRACT.

5. UNLESS OTHERWISE NOTED OR INDICATED ON THE DRAWINGS OR SPECIFICATIONS AS "N.I.C." OR "NOT IN CONTRACT", ALL ITEMS, MATERIALS, AND CONSTRUCTION SHOWN SHALL BE CONSIDERED PART OF THE RESPECTIVE CONTRACTS. REFER TO

"GENERAL CONDITIONS" OF THE CONTRACT DOCUMENTS.

ARCHITECTURAL HATCH SYMBOL LEGEND

CONCRETE MASONRY UNITS (PLAN)

CONCRETE

CRUSHED STONE

EARTH

WOOD FINISHED

WOOD ROUGH

BATT INSULATION

RIGID INSULATION

NOTE: GRAPHIC REPRESENTATIONS SHOWN BELOW ARE FOR GENERAL INFORMATION ONLY

BRICK (PLAN)

BRICK (ELEVATION)

HORIZONTAL LAP SIDING

SAND / GROUT / PARGING

PLYWOOD

GLASS

CONCRETE MASONRY UNITS (ELEVATION)

COPYRIGHT © 2025

BY SGS ARCHITECTS ENGINEERS,

INC. THIS DRAWING AND

INFORMATION IS AN INSTRUMENT

OF SERVICE AND SHALL NOT BE

COPIED OR USED IN ANY WAY

WITHOUT WRITTEN

AUTHORIZATION OF SGS. THIS

DRAWING NOT FOR GENERAL USE

AND ALL RIGHTS ARE RESERVED.

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS ON THE DRAWING

AND REPORT ANY ERROR TO

THE ARCHITECT BEFORE

STARTING WORK.

SHEET:

JOB NO.

DATE

CHECK

DRAWN

REVISIONS DATE

S C

A

LE

: 1 /8

1'

0"

0' 2'

8'

S C

A

LE

: 1 /4

1'

0"

0' 1'

2'

8'

S C

A

LE

: 3 /8

1'

0"

0' 1'

2'

6'

S C

A

LE

: 3 /4

1'

0"

0' 1'

2' 3'

S C

A

LE

: 1

/2

1'

0"

0" 6"

3"

S C

A

LE

: 3

1'

0"

0" 3"

6"

1"

2"

S C

A

LE

: 1

1'

0"

0" 6"

3"

R

EN

O V

A

TI

O N

S T

O

J

EN

N

IF

ER

C O

U R

T, S

U

IT

E 'E

C

A R

LI

S

LE

, P

A

(7

9-

C

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Y O

F H

A R

R S

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U

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SEPTEMBER 11, 2026

25027

0-A-0.01

A R

C H

IT

EC

TU

R

A L

S Y

M B

O

LS

ET

C

H A

R R

IS

B

U R

G , P

A

DFS

ISSUED FOR PRICING

6"

9"

COLOR TO BE SELECTED BY

OWNER FROM MANUFACTURERS

FULL RANGE

ADA DETAILS / STANDARDS - ICC/ANSI A117.1-2009

M

IN

STANDARD TOILET STALL

TWO-HINGED DOORS IN SERIES

WHEELCHAIR TURNING SPACECLEAR FLOOR SPACE

DIMENSIONS OF ADULT-SIZED WHEELCHAIR

LATCH SIDE APPROACH-SWINGING DOOR

NOTE: Y = 54" MIN. IF DOOR HAS CLOSER

SIDE APPROACH-SWINGING DOOR

CLOSER AND LATCH

IF DOOR HAS BOTH A

NOTE: Y = 48" MIN.

HINGE SIDE APPROACH-SWINGING DOORFRONT APPROACH-SLIDING OR FOLDING DOORFRONT APPROACH-SWINGING DOORFRONT APPROACH-SWINGING DOOR

T-SHAPED SPACE FOR 180 TURNSTURNS AROUND AN OBSTRUCTION90 TURNSPACE NEEDED FOR U-TURN

DIMENSIONS OF ADULT-SIZED WHEELCHAIR

SPOUT HEIGHT AND KNEE CLEARANCE

PAPER TOWEL DISPENSERNAPKIN DISPOSALGRAB BARSTOILET TISSUE DISPENSER GRAB BARS

APPROACH

BRAILLE SIGN HEIGHTS

TEXT

TEXTTEXT

TEXT

ELECTRIC HAND DRYER

(59 FOR WALL HUNG)

APPROACH ONLY

42 MIN LATCH

-1

M

A X

M

A X

M

IN

M

IN

56 MIN

12 MAX

M

IN

42 MIN

48 MIN

60 MIN

17-19

24 MAX

48 MIN

M

IN

IN SHADED AREA

EQUIPMENT PERMITTED

8 MIN

M

IN

M

IN

6 MAX

17-19

M

A X

2424 7

RADIU

S31

Lc cL

CL

Y

X

PULL SIDE 24 MIN

M

IN

Y

PUSH SIDE

54 MIN

M

IN

X = 42" MIN. IF Y = 54"

NOTE: X = 36" MIN. IF Y = 60"

PULL SIDE

X

Y

M

IN

CLOSER AND LATCH

IF DOOR HAS BOTH A

NOTE: X = 12" MIN.

PUSH SIDE

X

M

IN

24 PREFERRED

PULL SIDE

18 MIN,

M

IN

M

IN

12 MIN12 MIN

M

IN

36 MIN

42 MINX42 MIN

M

IN

36 MIN48 MIN36 MIN

M

IN

78 MIN

M

IN

HANDLE

ARMREST

36 30

EYE LEVEL

LAP

SEAT

TOE

3-

FORWARD APPROACH

PARALLEL APPROACH

M A

X

TO

B A

SE

LI

N E

O F

TE

X

T

8"

M

IN

TO

B A

S

EL

IN

E

O F

B R

A

IL

LE

'-0

TOP OF

DISPENSING

OPENING OR TOP

OF CONTROLS

(WHICH -EVER IS

HIGHER)

2' -3

MIN.

3'-0"

24" MIN

42" MAX

M

IN

C ROLLL

12"

MAX

42"

M

IN

M A

X

MIN.

M

IN

1"

39"-41"

3' -1

M

A X

CL

M

IN

M A

X

FIRE

EXTINGUISHER

WALL HUNG

FIRE

EXTINGUISHER

IN RECESSED

CABINET

FIRE EXTINGUISHER MOUNTING HEIGHTS

EXIT SIGN

A/V

FIRE

ALARM

FIRE ALARM PULL

STATION

(GENERALLY

LOCATED UNDER

A/V ALARM)

MOUNTING HEIGHTS

7' -0

M

IN

6' -8

3' -6

12"

MIN

24" MIN.

1/

2" M

IN

B

EL

O W

G R

A B

B A

R

SE

E

EL

EC

. D

W G

S

FO

R

H

EI

G H

T

LIGHT

SWITCHES

OCCUPANCY

SENSOR

LL OS

CARD

READER

CR T

THERMOSTAT

SWITCHES AND CONTROLS - MOUNTING HEIGHTS - UON

" E

ELEC.

OUTLET

D

TEL /

DATA

TV

CATV

OUTLET

9"

MIRROR

0"

M A

X

B O

TT

O

M O

F R

EF

LE

C

TI

N G

U R

FA

C

E (N

O T

FR

A

M E)

General:

1. The Following Notes Are Provided for Clarification and Shall Not Limit Compliance or Relieve the Sub or General Contractor from Compliance with Other Provisions of the Locally Adopted ADA Codes and Amendments.

2. ADA Compliance Shall Require All Installations to Adhere to the Provisions of the 2010 ADA Standards for Accessible Design, State & Local Amendments, and the ICC/ANSI 117.1-2009. Where Discrepancies Exist Between This Document or the Provisions Contained Herein the Variation Shall Be Brought to the Attention of the Architect for Clarification.

3. Modifications of the Provisions Referenced Herein Shall Be Deemed Additional Requirements for Protection and Accessibility.

4. ICC-ANSI 606.6

A. There Will Be No Sharp or Abrasive Surfaces Permitted

Below Lavatories, Sinks or Countertops Intended for Approach by Wheelchairs.

B. Water Supply and Drainpipes Under Lavatories and Sinks Shall Be Insulated or Otherwise Configured to Protect Against Contact.

5. Provide All Horizontal / Vertical Bracing and Blocking for Fixtures and Bathroom Accessory Attachments. Coordinate with Owner for Owner Supplied Items.

6. Not All Details Shown May Apply.

Grab Bars:

1. ICC-ANSI 609.5 Grab Bars and Any Wall or Other Surfaces Adjacent to Grab Bars Shall Be Free of Sharp or Abrasive Elements. Edges Shall Have A Radius of 1/8 Inch Minimum.

2. ICC-ANSI 609.6 Grab Bars Shall Not Rotate Within Their Fittings.

3. ICC-ANSI 609.7 Grab Bars Shall Be Installed In Any Manner That

Provides A Gripping Surface At the Locations Specified In the ICC-ANSI Standard and That Does Not Obstruct the Clear Floor Space.

4. ICC-ANSI 609.8 Allowable Stresses In Bending, Shear, and Tension Shall Not Be Exceeded for Materials Used Where the Vertical or Horizontal Force of 250 Lbs Is Applied At Any Point On the Grab Bar, Fastener Mounting Device, or Supporting Structure.

5. All Grab Bars Shall Have A Penned Finish Gripping Surface.

Waterclosets:

1. Hand Operated Flush Controls Shall Comply with ADAAG 4.1.5

Lavatories:

1. Hand Operated Self-Closing Faucets Shall Remain Open for 10 Seconds Min.

2. Wrap / Insulate Hot & Cold-Water Lines and Drain Pipes At All Sink Locations Where Piping Is Exposed.

Signage:

1. Shall Comply with ICC-ANSI 703

2. ICC-ANSI 703.2.8 Shall Govern Mounting Location. When Sufficient

Space Is Available Signs Shall Be Located On the Latch Side of Single Doors and the Right Side of the Right Door for Double Doors. When Insufficient Space Is Available Signs Shall Be Located On the Nearest Adjacent Wall.

3. ICC-ANSI 703.28 Signs Containing Tactile Characters Shall Have An 18 Inch Square Min. Clear Ground Space Centered on the Sign, Beyond the Arc of Any Door Swing Between the Closed Position and 45 Degree Open Position.

ADA COMPLIANCE NOTES:

6"

9"

COLOR TO BE SELECTED BY

OWNER FROM MANUFACTURERS

FULL RANGE

6"

9"

COLOR TO BE SELECTED BY

OWNER FROM MANUFACTURERS

FULL RANGE

6"

9"

COLOR TO BE SELECTED BY

OWNER FROM MANUFACTURERS

FULL RANGE

COPYRIGHT © 2025

BY SGS ARCHITECTS ENGINEERS,

INC. THIS DRAWING AND

INFORMATION IS AN INSTRUMENT

OF SERVICE AND SHALL NOT BE

COPIED OR USED IN ANY WAY

WITHOUT WRITTEN

AUTHORIZATION OF SGS. THIS

DRAWING NOT FOR GENERAL USE

AND ALL RIGHTS ARE RESERVED.

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS ON THE DRAWING

AND REPORT ANY ERROR TO

THE ARCHITECT BEFORE

STARTING WORK.

SHEET:

JOB NO.

DATE

CHECK

DRAWN

REVISIONS DATE

S C

A

LE

: 1 /8

1'

0"

0' 2'

8'

S C

A

LE

: 1 /4

1'

0"

0' 1'

2'

8'

S C

A

LE

: 3 /8

1'

0"

0' 1'

2'

6'

S C

A

LE

: 3 /4

1'

0"

0' 1'

2' 3'

S C

A

LE

: 1

/2

1'

0"

0" 6"

3"

S C

A

LE

: 3

1'

0"

0" 3"

6"

1"

2"

S C

A

LE

: 1

1'

0"

0" 6"

3"

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3" = 1'-0"

1 DOOR SIGN #1

3" = 1'-0"

2 DOOR SIGN #2

3" = 1'-0"

3 DOOR SIGN #3

ISSUED FOR PRICING

AND PERMIT

09/11/2026

3" = 1'-0"

4 DOOR SIGN #4

WALL ASSEMBLIES

1. CONTRACTOR TO VERIFY AND INSTALL ALL

COMPONENTS PER LISTED ASSEMBLY.

2. ALL STUD SPACINGS LISTED IS MAXIMUM FOR

INTERIOR, EXTERIOR, AND RATED WALL ASSEMBLIES.

REFER TO STRUCTURAL DRAWINGS FOR STUD SPACING

ON ALL LOAD BEARING WALL ASSEMBLIES. STUDS

SMALLER THAN 3" SHALL HAVE A SPACING NOT GREATER

THAN 12" O.C.

3. ALL PENETRATIONS IN & THRU PARTITIONS WITH

SOUND BATT INSULATION SHALL BE SEALED WITH

APPROPRIATE SOUND SEALANT.

4. REFER TO DETAILS 16 & 17/0-A5.01 FOR ALL TOP OF WALL

DETAILS WHERE WALLS ARE INDICATED TO EXTEND TO

UNDERSIDE OF DECK.

5. ALL RATED PARTITIONS SHALL BE LABELED, ABOVE THE

CEILING WITH STENCILED LETTERS, 3 INCH HIGH MIN,

IN CONTRASTING COLOR TO THE WALL, EVERY 30 FEET

ON CENTER, AND WITHIN 5 FEET OF THE END OF THE

WALL, WITH THE FOLLOWING WORDING "FIRE AND/OR

SMOKE BARRIER - PROTECT ALL OPENINGS", VISIBLE

FROM ANYWHERE ABOVE THE CEILING.

6. REFER TO DETAILS 16 & 17/0-A-5.01 FOR DEFLECTION

TRACK DETAILS FOR ALL WALL PARTITIONS INDICATED

TO EXTEND TO UNDERSIDE OF DECK.

GENERAL NOTES:

5/8" GYPSUM WALLBOARD -

BOTH SIDES

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX

3 5/8" x 20 GA METAL

STUD RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

3 5/8" MINERAL WOOL

SOUND BATT INSULATION

CONTINUE PARTITION TO

UNDERSIDE OF DECK & SEAL

ALL VOIDS & PENETRATIONS -

REFER TO WALL SECTIONS FOR

TOP OF WALL DETAILS

5/8" GYPSUM WALLBOARD -

BOTH SIDES

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX

3 5/8" x 20 GA METAL

STUD RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

3 5/8" MINERAL WOOL

SOUND BATT INSULATION

8'

A .F

.F

1'

3 5/8" x 20 GA METAL

STUD RUNNER CHANNEL

5/8" GYPSUM BOARD

WALL CAP

GYP CORNER BEAD - BOTH

SIDES

5/8" GYPSUM WALLBOARD -

BOTH SIDES

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX

3 5/8" x 20 GA METAL

STUD RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

CONTINUE PARTITION TO

UNDERSIDE OF DECK & SEAL

ALL VOIDS & PENETRATIONS -

REFER TO WALL SECTIONS FOR

TOP OF WALL DETAILS

5/8" MOISTURE RESISTANT

GYPSUM WALLBOARD -

EXTEND TO 6" ABOVE CEILING

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX - EXTEND

METAL STUDS TO 6" ABOVE

HIGHEST ADJACENT

CEILING

3 5/8" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING -

REFER TO RCP FOR TYPE &

HEIGHT

BASE - REFER TO

FINISH SCHEDULE

6"

5/8" MOISTURE RESISTANT

GYPSUM WALLBOARD -

EXTEND TO 6" ABOVE

CEILING - BOTH SIDES

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX - EXTEND

METAL STUDS TO 6" ABOVE

HIGHEST ADJACENT

CEILING

3 5/8" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING -

REFER TO RCP FOR TYPE &

HEIGHT - BOTH SIDES

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

6"

5/8" GYPSUM WALLBOARD

6" x 20 GA METAL STUD @

16" O.C. MAX

6" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

6" MINERAL WOOL SOUND

BATT INSULATION

CONTINUE PARTITION TO

UNDERSIDE OF DECK & SEAL

ALL VOIDS & PENETRATIONS -

REFER TO WALL SECTIONS FOR

TOP OF WALL DETAILS

5/8" TILE BACKER BOARD

B A

TH

R

O O

M S

ID

E

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX

3 5/8" x 20 GA METAL

STUD RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

3 5/8" MINERAL WOOL

SOUND BATT INSULATION

CONTINUE PARTITION TO

UNDERSIDE OF DECK & SEAL

ALL VOIDS & PENETRATIONS -

REFER TO WALL SECTIONS FOR

TOP OF WALL DETAILS

(N) CMU TO MATCH EXISTING

THICKNESS - 6" OR 4"

NOMINAL THICKNESS -

TOOTH-IN TO EXISTING

MASONRY

(N) 3/4" PLASTER TO

MATCH EXISTING -

FEATHER INTO EXISTING

5/8" MOISTURE RESISTANT

GYPSUM WALLBOARD -

EXTEND TO 6" ABOVE

CEILING - BOTH SIDES

6" x 20 GA METAL STUD @

16" O.C. MAX - EXTEND

METAL STUDS TO 6" ABOVE

HIGHEST ADJACENT

CEILING

6" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING -

REFER TO RCP FOR TYPE &

HEIGHT - BOTH SIDES

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

6"

(N) CMU TO MATCH EXISTING

THICKNESS - 6" OR 4"

NOMINAL THICKNESS -

TOOTH-IN TO EXISTING

MASONRY

(N) 3/4" PLASTER TO

MATCH EXISTING -

FEATHER INTO EXISTING

5/8" TYPE 'X' FIRE-RATED

GYPSUM WALLBOARD -

BOTH SIDES

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX

1-HOUR FIRE-CAULKING -

BOTH SIDES - FULL DEPTH

OF WALL MATERIAL

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

3 5/8" MINERAL WOOL

SOUND BATT INSULATION

3 5/8" x 20 GA METAL

STUD RUNNER CHANNEL

1-HOUR RATED FIRE-PARTITION

UL# U419

SUSPENDED CEILING -

REFER TO RCP FOR TYPE &

HEIGHT

SCHLUTER JOLLY TRIM AT

BOTTOM EDGE OF TILE ABOVE

WALL BASE - MITRE ALL

CORNERS - SAND DOWN

ROUGH POINTS AT MITRE

LIQUID APPLIED WATER-

PROOFING

5/8" GYPSUM WALLBOARD

5/8" TILE BACKER BOARD

B A

TH

R

O O

M S

ID

E

SCHLUTER JOLLY TRIM AT

BOTTOM EDGE OF TILE ABOVE

WALL BASE - MITRE ALL

CORNERS - SAND DOWN

ROUGH POINTS AT MITRE

LIQUID APPLIED WATER

PROOFING

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX - EXTEND

METAL STUDS TO 6" ABOVE

HIGHEST ADJACENT

CEILING

3 5/8" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO

FINISH SCHEDULE

6"

5/8" TILE BACKER BOARD

SCHLUTER JOLLY TRIM AT

BOTTOM EDGE OF TILE ABOVE

WALL BASE - MITRE ALL

CORNERS - SAND DOWN

ROUGH POINTS AT MITRE

LIQUID APPLIED WATER-

PROOFING

B A

TH

R

O O

M S

ID

E

3 5/8" x 20 GA METAL STUD

@ 16" O.C. MAX - EXTEND

METAL STUDS TO 6" ABOVE

HIGHEST ADJACENT

CEILING

3 5/8" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

6"

5/8" TILE BACKER BOARD

SCHLUTER JOLLY TRIM AT

BOTTOM EDGE OF TILE ABOVE

WALL BASE - MITRE ALL

CORNERS - SAND DOWN

ROUGH POINTS AT MITRE

LIQUID APPLIED WATER-

PROOFING

6" x 20 GA METAL STUD @

16" O.C. MAX - EXTEND

METAL STUDS TO 6" ABOVE

HIGHEST ADJACENT

CEILING

6" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

6"

5/8" TILE BACKER BOARD

SCHLUTER JOLLY TRIM AT

BOTTOM EDGE OF TILE ABOVE

WALL BASE - MITRE ALL

CORNERS - SAND DOWN

ROUGH POINTS AT MITRE

LIQUID APPLIED WATER-

PROOFING

(E) CMU

(N) 3/4" PLASTER & LATH TO

MATCH EXISTING - FEATHER

INTO EXISTING - EXTEND TO

6" ABOVE CEILING

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO

FINISH SCHEDULE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

6"

CONTINUE PARTITION TO

UNDERSIDE OF DECK & SEAL ALL

VOIDS & PENETRATIONS W/ 1-

HOUR RATED FIRE-CAULKING

5/8" TYPE 'X' FIRE-RATED

GYPSUM WALLBOARD

6" x 20 GA METAL STUD @

16" O.C. MAX

6" x 20 GA METAL STUD

RUNNER CHANNEL

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO FINISH

SCHEDULE - BOTH SIDES

6" MINERAL WOOL SOUND

BATT INSULATION

CONTINUE PARTITION TO

UNDERSIDE OF DECK & SEAL

ALL VOIDS & PENETRATIONS -

REFER TO WALL SECTIONS FOR

TOP OF WALL DETAILS

5/8" TILE BACKER BOARD

B A

TH

R

O O

M S

ID

E

SCHLUTER JOLLY TRIM AT

BOTTOM EDGE OF TILE ABOVE

WALL BASE - MITRE ALL

CORNERS - SAND DOWN

ROUGH POINTS AT MITRE

LIQUID APPLIED WATER-

PROOFING

1-HOUR RATED FIRE-PARTITION

UL# U419

5/8" TYPE 'X' FIRE-RATED GYPSUM

WALLBOARD ABOVE CEILING

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

LIQUID APPLIED WATER-

PROOFING

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

(E) CMU / PLASTER - WALL

CONSTRUCTION VARIES -

VERIFY IN FIELD

SUSPENDED CEILING - REFER

TO RCP FOR TYPE & HEIGHT

BASE - REFER TO

FINISH SCHEDULE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

LIQUID APPLIED WATER-

PROOFING

CRACK ISOLATION MEMBRANE

CRACK ISOLATION MEMBRANE

CRACK ISOLATION MEMBRANE

CRACK ISOLATION MEMBRANE CRACK ISOLATION MEMBRANE

CRACK ISOLATION MEMBRANE

CRACK ISOLATION MEMBRANE

CRACK ISOLATION MEMBRANE

COPYRIGHT © 2025

BY SGS ARCHITECTS ENGINEERS,

INC. THIS DRAWING AND

INFORMATION IS AN INSTRUMENT

OF SERVICE AND SHALL NOT BE

COPIED OR USED IN ANY WAY

WITHOUT WRITTEN

AUTHORIZATION OF SGS. THIS

DRAWING NOT FOR GENERAL USE

AND ALL RIGHTS ARE RESERVED.

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS ON THE DRAWING

AND REPORT ANY ERROR TO

THE ARCHITECT BEFORE

STARTING WORK.

SHEET:

JOB NO.

DATE

CHECK

DRAWN

REVISIONS DATE

S C

A

LE

: 1 /8

1'

0"

0' 2'

8'

S C

A

LE

: 1 /4

1'

0"

0' 1'

2'

8'

S C

A

LE

: 3 /8

1'

0"

0' 1'

2'

6'

S C

A

LE

: 3 /4

1'

0"

0' 1'

2' 3'

S C

A

LE

: 1

/2

1'

0"

0" 6"

3"

S C

A

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: 3

1'

0"

0" 3"

6"

1"

2"

S C

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: 1

1'

0"

0" 6"

3"

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ISSUED FOR PRICING

3/4" OSB COUNTERTOP W/

PLASTIC LAMINATE FACECAULK JOINT - WIPE

SMOOTH

WALL FINISH - REFER TO

FINISH SCHEDULE

CONT. 2x4 FRT WOOD BLOCKING -

PAINT TO MATCH WALL

RAKKS COUNTER SUPPORT,

EH1818, ANCHOR TO WALL AND

COUNTER PER MANUFACTURERS

WRITTEN INSTRUCTIONS - REFER

TO ELEVATIONS FOR SPACING

CONT. 2x6 FRT WOOD BLOCKING

BETWEEN STUDS - ENTIRE LENGTH

OF COUNTERTOP

2'

BASE - REFER TO

FINISH SCHEDULE

1/

2"

3"

2' - 1"

3/4" OSB THICKENED EDGE

W/ PLASTIC LAMINATE FACES

3/4" PLASTIC LAMINATE

BACK (SIDE) SPLASH

BASE - REFER TO FINISH SCHEDULE

1/2" SOLID SURFACE

COUNTERTOP W/

BUILT UP NOSING &

EASED EGDES

1/2" SOLID SURFACE BACK

(SIDE) SPLASH

CAULK JOINT - WIPE SMOOTH

CONT. 2x4 WOOD

BLOCKING

1/2" SOLID

SURFACE APRON

1/

2"

2'

2' - 1"

1"

WALL FINISH - REFER TO

FINISH SCHEDULE

2'

/2

CONT. 2x4 WOOD

BLOCKING

1/2" PLYWOOD

UNDERLAYMENT

CAULK JOINT - WIPE

SMOOTH

RAKKS COUNTER SUPPORT, EH1818,

ANCHOR TO WALL AND COUNTER

PER MANUFACTURERS WRITTEN

INSTRUCTIONS - REFER TO

ELEVATIONS FOR SPACING

BASE - REFER TO FINISH SCHEDULE

3/4" OSB COUNTERTOP W/

PLASTIC LAMINATE FACE

3/4" PLASTIC LAMINATE

BACK (SIDE) SPLASH

CAULK JOINT - WIPE

SMOOTH

CONT. 2x4 WOOD

BLOCKING

WALL FINISH - REFER TO

FINISH SCHEDULE

1/

2" 2'

/2

2'

2' - 1"

3"

RAKKS COUNTER SUPPORT, EH1818,

ANCHOR TO WALL AND COUNTER

PER MANUFACTURERS WRITTEN

INSTRUCTIONS - REFER TO

ELEVATIONS FOR SPACING

GWB CONTROL JOINT -

FILL W/ SEALANT

GYPSUM WALLBOARD

GYPSUM WALLBOARD

GWB CONTROL

JOINT - FILL W/

SEALANT

REFER TO PLANS

FOR WALL TYPE

1/2" TYP.

METAL STUDS @

16" O.C. U.N.O.

NOTE: - CONTROL JOINTS

SHALL BE 30'-0" O.C. MAX U.N.O.

(E) PREFINISHED ALUMINUM

STOREFRONT FRAMING SYSTEM

(N) PREFINISHED ALUMINUM

DRYWALL MOULDING END

CLOSURE TRIM - MULLION MATE

END CAP - MMEC-487 - FINISH TO

MATCH (E) ALUMINUM FRAMING

(N) 5/8" TYPE 'X' GYPSUM WALL

BOARD - BOTH SIDES

(N) DOUBLE STUDS FROM FLOOR

TO TOP OF WALL - REFER TO

WALL TYPE FOR WALL HEIGHT

(N) FIELD APPLIED GASKET W/

ADHESIVE

(E) WINDOW GLAZING

(N) FIRE-RATED DOOR & FRAME -

REFER TO PLAN / DOOR SCHEDULE

CENTER WALL ON EXISTING

MULLION

FACE OF WALL

WALL ANGLE

CUT EDGE OF PERIMETER CEILING TILE

TO MATCH TILE EDGE PROFILE - IF CORE

IS DIFFERENT COLOR THAN FACE, PAINT

CUT EDGE TO MATCH FACE COLOR

BASE - REFER TO FINISH SCHEDULE

1/2" SOLID SURFACE

COUNTERTOP W/

BUILT UP NOSING &

EASED EGDES

1/2" SOLID SURFACE BACK

(SIDE) SPLASH

CAULK JOINT - WIPE SMOOTH

CONT. 2x4 WOOD

BLOCKING

1/2" SOLID

SURFACE APRON

1/

2"

2'

1' - 9"

1"

WALL FINISH - REFER TO

FINISH SCHEDULE

2'

/2

CONT. 2x4 WOOD

BLOCKING

1/2" PLYWOOD

UNDERLAYMENT

CAULK JOINT - WIPE

SMOOTH

RAKKS COUNTER SUPPORT, EH1818,

ANCHOR TO WALL AND COUNTER

PER MANUFACTURERS WRITTEN

INSTRUCTIONS - REFER TO

ELEVATIONS FOR SPACING

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/

DRYWALL RETURNS

METAL STUD HEADER

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH

SIDES

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/

DRYWALL RETURNS

DOUBLE METAL JAMB STUDS

METAL STUD ANCHOR

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

REFER TO PLANS

FOR WALL TYPE

HM CASED OPENING

FRAME W/ DRYWALL

RETURNS

METAL STUD HEADER

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH

SIDES

REFER TO PLANS

FOR WALL TYPE

HM CASED OPENING FRAME

W/ DRYWALL RETURNS

DOUBLE METAL JAMB STUDS

METAL STUD ANCHOR

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/ DRYWALL

RETURNS - INSTALLED OVER

CERAMIC TILE

METAL STUD HEADER

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH

SIDES

CERAMIC TILE - BOTH SIDES

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/ DRYWALL

RETURNS - INSTALLED OVER

CERAMIC TILE

DOUBLE METAL JAMB STUDS

METAL STUD ANCHOR

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

CERAMIC TILE - BOTH SIDES

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/ DRYWALL

RETURNS - INSTALLED OVER

CERAMIC TILE

METAL STUD HEADER

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH

SIDES

CERAMIC TILE - ONE SIDE -

VARIES

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/ DRYWALL

RETURNS - INSTALLED OVER

CERAMIC TILE

DOUBLE METAL JAMB STUDS

METAL STUD ANCHOR

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

CERAMIC TILE - ONE SIDE - VARIES

ROOF DECK ASSEMBLY - REFER

TO SECTIONS & A-003

SLOTTED DEFLECTION TRACK -

3" LEG - 20 GUAGE - WIDTH TO

MATCH STUD ASSEMBLY

GYPSUM WALL BOARD - DO

NOT FASTEN THRU DEFLECTION

TRACK - NOR WITHIN 3" OF

EDGE OF DEFLECTION TRACK

METAL STUD - WIDTH VARIES -

REFER TO WALL ASSEMBLIES

ROOF DECK ASSEMBLY - REFER

TO SECTIONS & A-003

CLARK-DIETRICH BLAZE FRAME

(DSLW-2) DEFLECTION TRACK - 3" LEG -

20 GUAGE - WIDTH TO MATCH STUD

ASSEMBLY - OR APPROVED EQUAL

FIRE-RATED GYPSUM WALL

BOARD - DO NOT FASTEN THRU

DEFLECTION TRACK - NOR WITHIN

3" OF EDGE OF DEFLECTION TRACK

METAL STUD - WIDTH VARIES -

REFER TO WALL ASSEMBLIES

FILL DECK FLUTE WITH MINERAL

WOOL FIRE-SAFING INSULATION

CLARK-DIETRICH BLAZE FRAME

PERIMETER L-BEAD W/

COMPRESSIBLE FOAM - BOTH

SIDES OF WALL ASSEMBLY

6" = 1'-0"

2 ACT - WALL MOULDING DETAIL - TEGULAR

3" = 1'-0"

1 GWB CONTROL JOINT DETAIL - METAL STUDS

COPYRIGHT © 2025

BY SGS ARCHITECTS ENGINEERS,

INC. THIS DRAWING AND

INFORMATION IS AN INSTRUMENT

OF SERVICE AND SHALL NOT BE

COPIED OR USED IN ANY WAY

WITHOUT WRITTEN

AUTHORIZATION OF SGS. THIS

DRAWING NOT FOR GENERAL USE

AND ALL RIGHTS ARE RESERVED.

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS ON THE DRAWING

AND REPORT ANY ERROR TO

THE ARCHITECT BEFORE

STARTING WORK.

SHEET:

JOB NO.

DATE

CHECK

DRAWN

REVISIONS DATE

S C

A

LE

: 1 /8

1'

0"

0' 2'

8'

S C

A

LE

: 1 /4

1'

0"

0' 1'

2'

8'

S C

A

LE

: 3 /8

1'

0"

0' 1'

2'

6'

S C

A

LE

: 3 /4

1'

0"

0' 1'

2' 3'

S C

A

LE

: 1

/2

1'

0"

0" 6"

3"

S C

A

LE

: 3

1'

0"

0" 3"

6"

1"

2"

S C

A

LE

: 1

1'

0"

0" 6"

3"

R

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1 1/2" = 1'-0"

4 WORK COUNTER DETAIL - STUD

1 1/2" = 1'-0"

5 VANITY COUNTER DETAIL

1 1/2" = 1'-0"

3 WORK COUNTER DETAIL - CMU

3" = 1'-0"

6 PARTITION @ ALUM FRAMING DETAIL

1 1/2" = 1'-0"

7 VANITY COUNTER DETAIL - SHORT

3" = 1'-0"

8 HEAD DETAIL

3" = 1'-0"

9 JAMB DETAIL

3" = 1'-0"

10 HEAD DETAIL

3" = 1'-0"

11 JAMB DETAIL

3" = 1'-0"

12 HEAD DETAIL

3" = 1'-0"

13 JAMB DETAIL

3" = 1'-0"14 HEAD DETAIL

3" = 1'-0"15 JAMB DETAIL

1 1/2" = 1'-0"16 TYPICAL DEFLECTION TRACK DETAIL

1 1/2" = 1'-0"17 FIRE-RATED DEFLECTION TRACK DETAIL

ISSUED FOR PRICING

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/

DRYWALL RETURNS

(E) CMU

(E) PLASTER & LATH - PATCH AND

REPAIR AS REQUIRED - BOTH SIDES

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/

DRYWALL RETURNS

CMU INFILL - MATCH EXISTING

THICKNESS - TOOTH-IN

PLASTER & LATH - THICKNESS TO

MATCH EXISTING - BOTH SIDES

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

REFER TO PLANS

FOR WALL TYPE

HM DOOR FRAME W/

DRYWALL RETURNS

CMU INFILL - MATCH EXISTING

THICKNESS - TOOTH-IN

PLASTER & LATH - THICKNESS TO

MATCH EXISTING

CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

REFER TO PLANS

FOR WALL TYPE

(N) HM / GHM DOOR FRAME W/

DRYWALL RETURNS - REFER TO

PLANS / DOOR SCHED.

(E) CMU

(E) PLASTER & LATH - PATCH AND

REPAIR AS REQUIRED - BOTH SIDES

(N) CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

(E) HEADER

(N) DOOR - REFER TO PLANS AND

DOOR SCHEDULE FOR SIZE & TYPE

REFER TO PLANS

FOR WALL TYPE

(N) HM / GHM DOOR FRAME W/

DRYWALL RETURNS - REFER TO

PLANS / DOOR SCHED.

(E) CMU - CUT AS REQUIRED TO

INSTALL NEW ANGLE HEADER

(E) PLASTER & LATH - PATCH AND

REPAIR AS REQUIRED - BOTH SIDES

(N) CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

(N) GALV. STEEL ANGLE HEADER -

TWO (2) L3"x2.5"x0.25" - EXTEND

4" BEYOND OPENING EACH SIDE

(N) DOOR - REFER TO PLANS AND

DOOR SCHEDULE FOR SIZE & TYPE

REFER TO PLANS

FOR WALL TYPE

(N) HM / GHM DOOR FRAME W/

DRYWALL RETURNS - REFER TO

PLANS / DOOR SCHED.

(E) CMU

(E) PLASTER & LATH - PATCH AND

REPAIR AS REQUIRED

(N) CAULKING AROUND ENTIRE

FRAME PERIMETER - BOTH SIDES

(E) HEADER

(N) DOOR - REFER TO PLANS AND

DOOR SCHEDULE FOR SIZE & TYPE

R

EF

ER

T

O F

IN

IS

H S

C H

E D

U

LE

RADIUS (PER MANUF.

WRITTEN REQUIREMENTS)

SEAMLESS EPOXY

FLOORING - THICKNESS

PER SPECIFICATIONS

ALUMINUM COVE CAP STRIP -

FINISH TO BE SELECTED BY

ARCHITECT FROM FULL LINE

SEAMLESS EPOXY INTEGRAL

BASE - THICKNESS PER

SPECIFICATIONS

R

EF

ER

T

O F

IN

IS

H S

C H

E D

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LE

RADIUS (PER MANUF.

WRITTEN REQUIREMENTS)

SEAMLESS EPOXY

FLOORING - THICKNESS

PER SPECIFICATIONS

ALUMINUM COVE CAP STRIP -

FINISH TO BE SELECTED BY

ARCHITECT FROM FULL LINE

SEAMLESS EPOXY INTEGRAL

BASE - THICKNESS PER

SPECIFICATIONS

5/8" TILE BACKER BOARD

SCHLUTER JOLLY TRIM AT

BOTTOM EDGE OF TILE ABOVE

WALL BASE - MITRE ALL

CORNERS - SAND DOWN

ROUGH POINTS AT MITRE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

APPLY AT JOINT, JOINT

COMPOUND AND JOINT TAPE

MOLDING ANGLE, SECURE TO WALL

WITH APPROPRIATE FASTENER,

TYPICAL.

SCREW GYPSUM BOARD TO

ANGLE MOLDING

GWB CASING BEAD

5/8" MOISTURE RESISTANT

GYPSUM WALLBOARD

GYPSUM BOARD

SUSPENSION CROSS TEE

GYPSUM BOARD

SUSPENSION MAIN TEE

HANGER WIRE

3/8" BACKER ROD & SEALANT

3/8"

PREFINISHED FULLY

ADHERED FRP PANEL

PREFINISHED FRP J-CHANNEL -

FULLY ADHERED

ALUMINUM MATERIAL BREAK -

COLOR AS SELECTED BY ARCH -

CENTERED UNDER DOOR

V.C.T. FLOORING

SEAMLESS EPOXY FLOORING

CONCRETE SLAB

5/8" TILE BACKER BOARD

SCHLUTER RONDEC TRIM

AT ALL VERTICAL

OUTSIDE CORNERS

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

5/8" TILE BACKER BOARD

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

5/8" TILE BACKER BOARD

SCHLUTER DILEX-AHK

TRIM AT ALL VERTICAL

INSIDE CORNERS

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

CERAMIC WALL TILE - REFER

TO FINISH SCHEDULE

1. CONTRACTOR TO VERIFY AND INSTALL ALL COMPONENTS PER LISTED ASSEMBLY.

2. ALL STUD SPACINGS LISTED IS MAXIMUM FOR INTERIOR, EXTERIOR, AND RATED WALL ASSEMBLIES.

REFER TO STRUCTURAL DRAWINGS FOR STUD SPACING ON ALL LOAD BEARING WALL ASSEMBLIES.

STUDS SMALLER THAN 3" SHALL HAVE A SPACING NOT GREATER THAN 12" O.C.

3. ALL PENETRATIONS IN & THRU PARTITIONS WITH SOUND BATT INSULATION SHALL BE SEALED

WITH APPROPRIATE SOUND SEALANT.

4. REFER TO DETAILS 16 & 17/0-A5.01 FOR ALL TOP OF WALL DETAILS WHERE WALLS ARE INDICATED

TO EXTEND TO UNDERSIDE OF DECK.

5. ALL RATED PARTITIONS SHALL BE LABELED, ABOVE THE CEILING WITH STENCILED LETTERS, 3 INCH HIGH MIN, IN CONTRASTING COLOR TO THE WALL, EVERY 30 FEET ON CENTER, AND WITHIN 5 FEET

OF THE END OF THE WALL, WITH THE FOLLOWING WORDING "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS", VISIBLE FROM ANYWHERE ABOVE THE CEILING.

6. REFER TO DETAILS 16 & 17/0-A-5.01 FOR DEFLECTION TRACK DETAILS FOR ALL WALL PARTITIONS

INDICATED TO EXTEND TO UNDERSIDE OF DECK.

GENERAL NOTES:

FLOOR ASSEMBLIES

F-A

LOAD BEARING

FIRE RATING: NONE

(N) FLOOR FINISH - REFER TO FINISH SCHEDULE

(N) CAST-IN-PLACE CONCRETE SLAB - 4,000 PSI -

W/ 6x6 W2.1xW2.1 WWF IN CENTER OF SLAB -

MATCH EXISTING SLAB THICKNESS

(E) COMPACTED FILL

(E) UNDISTURBED / COMPACTED SOIL

(N) CONT. 10 MIL POLYETHYLENE UNDERSLAB

VAPOR BARRIER - TAPE ALL SEAMS /

PENETRATIONS. LAP MINIMUM 6" AT ALL

JOINTS

(E) CONCRETE SLAB

(E) VAPOR BARRIER

(N) COMPACTED SUBBASE - CRUSHED 2B STONE -

THICKNESS TO MATCH EXISTING - 4" MIN

(N) 6" LONG x #3 REBAR @ 36" O.C. MAX (BOTH

SIDES OF TRENCH) - SET IN EPOXY @ CENTER

HEIGHT OF EXISTING SLAB

COPYRIGHT © 2025

BY SGS ARCHITECTS ENGINEERS,

INC. THIS DRAWING AND

INFORMATION IS AN INSTRUMENT

OF SERVICE AND SHALL NOT BE

COPIED OR USED IN ANY WAY

WITHOUT WRITTEN

AUTHORIZATION OF SGS. THIS

DRAWING NOT FOR GENERAL USE

AND ALL RIGHTS ARE RESERVED.

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS ON THE DRAWING

AND REPORT ANY ERROR TO

THE ARCHITECT BEFORE

STARTING WORK.

SHEET:

JOB NO.

DATE

CHECK

DRAWN

REVISIONS DATE

S C

A

LE

: 1 /8

1'

0"

0' 2'

8'

S C

A

LE

: 1 /4

1'

0"

0' 1'

2'

8'

S C

A

LE

: 3 /8

1'

0"

0' 1'

2'

6'

S C

A

LE

: 3 /4

1'

0"

0' 1'

2' 3'

S C

A

LE

: 1

/2

1'

0"

0" 6"

3"

S C

A

LE

: 3

1'

0"

0" 3"

6"

1"

2"

S C

A

LE

: 1

1'

0"

0" 6"

3"

R

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3" = 1'-0"2 JAMB DETAIL

3" = 1'-0"4 JAMB DETAIL

3" = 1'-0"6 JAMB DETAIL

3" = 1'-0"

1 HEAD DETAIL

3" = 1'-0"

3 HEAD DETAIL

3" = 1'-0"

5 HEAD DETAIL

6" = 1'-0"8 EPOXY COVE BASE DETAIL AT CERAMIC TILE

6" = 1'-0"

7 EPOXY COVE BASE DETAIL

6" = 1'-0"

9 GYPSUM BOARD SUSPENDED CEILING DETAIL

ISSUED FOR PRICING

AND PERMIT

09/11/2026

12" = 1'-0"

10 SEAMLESS EPOXY TO VCT TRANSITION

6" = 1'-0"

11 CERAMIC TILE VERTICAL OUTSIDE CORNER

6" = 1'-0"12 CERAMIC TILE VERTICAL INSIDE CORNER

NOTE:

NOT ALL ABBREVIATIONS AND SYMBOLS INDICATED

MAY APPEAR ON THESE CONTRACT DRAWINGS.

THIS IS FOR REFERENCE ONLY.

ABBREVIATIONS

A/C

AFF

AFG

AMB

AMP

AP

APROX

ARR

ATC

AUTO

AUX

AVG

BF

BHP

BOD

BOP

BOT

BP

BSMT

BTU

CA

CAP

CF

CFM

CL

CO

COL

CONC

CONN

CONT

CTR

D

DB

DDC

DEG

DET

DIA

DISC

DN

DWG

EA

EAT

EER

EFF

EJ

EL

ELEC

ENT

ESP

EVAP

EWT

EXH

EXP

EXST

EXT

F&T

FC

FDW

FLA

FLR

FO

FPM

FPS

FS

FT

GA

GAL

GALV

GND

GPH

GPM

GR

HD

HG

HGT

HMD

HORIZ

HP

HTD

HTR

AIR CONDITIONING

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMBIENT

AMPERE

ACCESS PANEL

APPROXIMATE

ARRANGEMENT

AUTOMATIC TEMPERATURE CONTROL

AUTOMATIC

AUXILIARY

AVERAGE

BOILER FEED

BRAKE HORSEPOWER

BOTTOM OF DUCT

BOTTOM OF PIPE

BOTTOM

BACK PRESSURE

BASEMENT

BRITISH THERMAL UNIT

COMPRESSED AIR

CAPACITY

CUBIC FOOT (FEET)

CUBIC FOOT (FEET) PER MINUTE

CENTER LINE

CLEANOUT

COLUMN

CONCRETE OR CONCENTRIC

CONNECT OR CONNECTION

CONTINUATION

CENTER

DRAIN OR DEEP

DRY BULB

DIRECT DIGITAL CONTROL

DEGREE

DETAIL

DIAMETER

DISCONNECT

DOWN

DRAWING

EACH

ENTERING AIR TEMPERATURE

ENERGY EFFICIENCY RATIO

EFFICIENCY

EXPANSION JOINT

ELEVATION

ELECTRICAL

ENTERING

EXTERNAL STATIC PRESSURE

EVAPORATOR

ENTERING WATER TEMPERATURE

EXHAUST

EXPANSION

EXISTING

EXTERNAL

FLOAT & THERMOSTATIC

FLEXIBLE CONNECTION

FEED WATER

FULL LOAD AMPS

FLOOR

FUEL OIL

FOOT (FEET) PER MINUTE

FOOT (FEET) PER SECOND

FLOW SWITCH

FOOT (FEET)

GAUGE

GALLONS

GALVANIZED

GROUND

GALLONS PER HOUR

GALLONS PER MINUTE

GRAIN

HEAD

HOT GAS

HEIGHT

HUMIDITY

HORIZONTAL

HORSEPOWER

HEATED

HEATER

Hz

INSUL

INTL

LAT

LBS

LIN

LP

LRA

LVL

LVR

LWT

MAN

MAX

MBH

MIN

MOD

MTD

MU

NA

NC

NEG

NIC

NO

NTS

OA

OED

OFCI

OV

PCR

PD

PG

PL

PNEU

PRESS

PROP

PSIG

QTY

REF

REQD

REV

RL

RM

RS

RTN

S

SCH

SD

SEC

SENS

SEP

SEQ

SER

SERV

SHT

SOL

SP

SPLY

SS

STL

SUCT

TD

TEMP

TH

THK

TSP

TYP.

UON

V

VAC

VAV

VB

VEL

VERT

VIB

VOL

VSD

VTR

W

WB

WMS

HERTZ

INSULATION

INTERNAL

LEAVING AIR TEMPERATURE

POUNDS

LINEAL

LOW PRESSURE

LOCKED ROTOR AMPS

LEVEL

LOUVER

LEAVING WATER TEMPERATURE

MANUAL

MAXIMUM

THOUSAND BRITISH THERMAL UNITS PER HOUR

MINIMUM

MODEL

MOUNTED

MAKEUP

NOT APPLICABLE

NORMALLY CLOSED

NEGATIVE

NOT IN CONTRACT

NORMALLY OPEN

NOT TO SCALE

OUTSIDE AIR

OPEN END DUCT

OWNER FURNISHED CONTRACTOR INSTALLED

OUTLET VELOCITY

PUMPED CONDENSATE RETURN

PRESSURE DROP

RESSURE GAUGE

PLATE

PNEUMATIC

PRESSURE

PROPELLER

POUNDS PER SQUARE INCH GAUGE

QUANTITY

REFERENCE

REQUIRED

REVISION

REFRIGERANT LIQUID

ROOM

REFRIGERANT SUCTION

RETURN

SWITCH

SCHEDULE

SMOKE DAMPER

SECONDARY SECONDS

SENSIBLE

SEPARATE

SEQUENCE

SERIES

SERVICE

SHEET

SOLENOID

STATIC PRESSURE

SUPPLY

STAINLESS STEEL

STEEL

SUCTION

TEMPERATURE DIFFERENTIAL

TEMPERATURE

THERMOMETER

THICK

TOTAL STATIC PRESSURE

TYPICAL

UNLESS OTHERWISE NOTED

VENT OR VOLT

VACUUM

VARIABLE AIR VOLUME

VACUUM BREAKER

VELOCITY

VERTICAL

VIBRATION

VOLUME

VARIABLE SPEED DRIVE

VENT THRU ROOF

WATT, WIDTH OR WIDE

WET BULB

WIRE MESH SCREEN

SYMBOL DESCRIPTION

SHUT-OFF VALVE

GLOBE VALVE

CHECK VALVE

FLOW SETTER

ANGLE GATE VALVE

RELIEF OR SAFETY VALVE

SOLENOID VALVE

BUTTERYFLY VALVE

2-WAY CONTROL VALVE

3-WAY CONTROL VALVE

PRESSURE REDUCING VALVE

UNION

STRAINER W/BLOW-OFF & CAP

PIPE GUIDE

PIPE ANCHOR

FLEXIBLE CONNECTOR

EXPANSION JOINT

THERMOMETER

PRESSURE GAUGE W/COCK

AUTOMATIC AIR VENT

MANUAL AIR VENT

DIRECTION OF FLOW

DIRECTION OF SLOPE

CONCENTRIC REDUCER

ECCENTRIC REDUCER

PIPE UP

PIPE DOWN

PIPE THROUGH

TOP TAKE-OFF

EXISTING TO REMAIN

EXISTING TO BE REMOVED

NEW WORK

BOILER FEED WATER

COMPRESSED AIR

CHILLED WATER RETURN

CHILLED WATER SUPPLY

CONDENSER WATER RETURN

CONDENSER WATER SUPPLY

CONDENSATE DRAIN OR DRAIN

FUEL OIL RETURN

FUEL OIL SUPPLY

FUEL OIL TANK VENT

HOT GAS

HIGH PRESSURE CONDENSATE RETURN

HIGH PRESSURE STEAM SUPPLY

HEATING WATER RETURN

HEATING WATER SUPPLY

LOW PRESSURE CONDENSATE RETURN

LOW PRESSURE STEAM SUPPLY

MEDIUM PRESSURE CONDENSATE RETURN

MEDIUM PRESSURE STEAM SUPPLY

PUMPED CONSENSATE RETURN

REFRIGERANT LIQUID

REFRIGERANT SUCTION

VENT LINE

PIPING SYMBOLS

A

M

36x14Ø

UP DN

24x36

DOUBLE LINE

ROUND DUCT UP

45°ELBOW (NO VANES)

DIRECTION OF FLOW

ROUND DUCT DOWN

36x14Ø

UP DN

24x36

SINGLE LINE

NEW WORK

SUPPLY AIR DOWN

SUPPLY AIR UP

EXISTING TO BE REMOVED

EXISTING TO REMAIN

DESCRIPTION

4-WAY DIFFUSER

EXHAUST OR RETURN GRILLE

FLAT OVAL DUCT SIZE

(FIRST FIGURE-SIDE SHOWN)

DUCT INCLINED RISE OR DROP

IN DIRECTION OF FLOW

90° ELBOW WITH

TURNING VANES

SUPPLY OR RETURN BRANCH CONNECTION

SUPPLY BRANCH WITH SPIN

COLLAR CONNECTION

LATERAL CONNECTION

ROUND DUCTWORK

CONICAL TEE ROUND DUCTWORK

EXHAUST OR RETURN AIR UP

EXHAUST OR RETURN AIR DOWN

DUCTWORK SYMBOLS

3-WAY, 2-WAY, OR 1-WAY GRILLE

RECTANGULAR DUCT SIZE SHOWN IN

INCHES (FIRST FIGURE-SIDE SHOWN)

DUCT SMOKE DETECTOR SDT

MOTORIZED DAMPER

BACK DRAFT DAMPER

VOLUME DAMPER

MD

FLEXIBLE DUCTWORK

(DUCT PRESSURE CLASS)

SMOKE DAMPER WITH ACCESS DOOR

FIRE DAMPER WITH ACCESS DOOR

COMBINATION FIRE & SMOKE

DAMPER WITH ACCESS DOOR

MD

BDD BDD

BYPASS DAMPER

BD BD

STATIC PRESSURE SENSOR

SP SP

POINT OF CONNECTION-NEW TO EXISTING

H HUMIDISTAT

DRAWING NOTE SYMBOL

REVISION SYMBOL

# SECTION NUMBER

# DETAIL OR SECTION NUMBER

DIRECTION OF VIEW

MISCELLANEOUS SYMBOLS

T THERMOSTAT

DRAWING FROM WHICH SECTION

OR DETAIL IS TAKEN

DRAWING ON WHICH SECTION

OR DETAIL IS SHOWN

S SWITCH

POINT OF DEMOLITION CONCLUSION

CWS

V

LPR

LPS

PCR

MPS

RS

RL

MPR

FOR

FOS

HG

FOV

HPR

HPS

HWR

HWS

CD

CHWR

CA

BF

CHWS

CWR

VFD (VARIABLE FREQUENCY DRIVE)

RUNOUT SCHEDULE

FLEXIBLE DUCT

SCHEDULE

0.0 - 3.0

3.1 - 6.5

6.6 - 11.5

11.6 - 18.5

18.6 - 40.0

40.1 - 69.0

69.1 - 122.0

3/4"

1"

1 1/4"

1 1/2"

2"

2-1/2"

3"

GPM PIPE SIZE

CFM

UP TO 125

126 TO 280

281 TO 380

381 TO 550

551 TO 750

DUCT DIAMETER

6"

8"

10"

12"

14"

122.1 - 255.0 4"

255.1 - 750.0 6"

S*

AIR TERMINAL DESIGNATION

AIR TERMINAL NECK SIZE

AIR TERMINAL CFM

DOUBLE-WALL SPIRAL DUCT

(COLOR SHALL BE SELECTED BY ARCHITECT)

MEDIUM PRESSURE DUCTWORK

D

12x10

12x10 12x10

12x10

COPYRIGHT © 2025

BY SGS ARCHITECTS ENGINEERS,

INC. THIS DRAWING AND

INFORMATION IS AN INSTRUMENT

OF SERVICE AND SHALL NOT BE

COPIED OR USED IN ANY WAY

WITHOUT WRITTEN

AUTHORIZATION OF SGS. THIS

DRAWING NOT FOR GENERAL USE

AND ALL RIGHTS ARE RESERVED.

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS ON THE DRAWING

AND REPORT ANY ERROR TO

THE ARCHITECT BEFORE

STARTING WORK.

SHEET

JOB NO.

DATE

CHECK

DRAWN

REVISIONS DATE

S C

A L E

/8

S C

A L E

/4

S C

A L E

/8

S C

A L E

/4

S C

A L E

/2

S C

A L E

S C

A L E

R E

N O

V A

T

IO

N

A D

D

IT

IO

N

T O

J

E N

N

IF

E R

C O

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SEPTEMBER 11, 2026

25027

0-M-0.01

M E

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T A

T

IO

N S

H A

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IS

B

U R

G P

A

SRA

MECHANICAL DRAWING LIST

0-M-0.01 MECHANICAL INFORMATION SHEET

0-M-0.02 MECHANICAL GENERAL NOTES, SCHEDULES, & DETAILS

1-MD-1.01 STATION 1 - ENLARGED PLANS - DEMOLITION - MECHANICAL

1-M-1.01 STATION 1 - OVERALL FIRST FLOOR PLAN - MECHANICAL DUCT

1-M-1.02 STATION 1 - ENLARGED PLANS - MECHANICAL DUCT

2-MD-1.01 STATION 2 - ENLARGED PLANS - DEMOLITION - MECHANICAL

2-M-1.01 STATION 2 - OVERALL FIRST FLOOR PLAN - MECHANICAL DUCT

2-M-1.02 STATION 2 - ENLARGED PLANS - MECHANICAL DUCT

1 ISSUED FOR PRICING

1. ALL WORK AND EQUIPMENT SHALL COMPLY WITH ALL APPLICABLE LAWS, CODES, AND

REQUIREMENTS; OF ALL AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT

LIMITED TO THE INTERNATIONAL MECHANICAL CODE, THE INTERNATIONAL PLUMBING

CODE, THE INTERNATIONAL ENERGY CODE, THE LOCAL FIRE MARSHALL, UNDERWRITERS

LABORATORY, IRI, FM, OSHA, AND THE NATIONAL ELECTRICAL CODE. MODIFICATIONS

REQUIRED BY THE ABOVE AUTHORITIES IN ORDER TO BRING THE PROJECT INTO CODE

COMPLIANCE SHALL BE MADE AT NO ADDITIONAL COST TO OWNER. IF CONTRACT

DOCUMENTS ARE MORE STRINGENT THAN CODE REQUIREMENTS, THE CONTRACT

DOCUMENTS SHALL GOVERN.

2. ALL SPECIFICATIONS AND DRAWINGS ARE COMPLIMENTARY AND MUST BE USED IN

COMBINATION TO OBTAIN COMPLETE CONSTRUCTION INFORMATION. ANY CONFLICTING

INFORMATION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, AND WORK

SHALL CEASE ON THAT PORTION OF THE PROJECT UNTIL CLARIFICATIONS ARE ISSUED.

3. HEATING CONTRACTOR (H.C.) AND MECHANICAL CONTRACTOR (M.C.) TERMINOLOGY IS

INTERCHANGEABLE.

4. CONTRACTOR SHALL COORDINATE, PREPARE AND SUBMIT SHOP DRAWINGS TO THE

ARCHITECT AND ENGINEER FOR APPROVAL. SHOP DRAWINGS TO BE SUBMITTED

INCLUDE: SHEET METAL, DIFFUSERS, GRILLES, REGISTERS, FIRE DAMPERS, AND ALL

EQUIPMENT. SHEET METAL SHOP DRAWINGS SHALL BE COORDINATED AND SHOW DUCT

ELEVATIONS. INCLUDE RISES, DROPS, AND OFFSETS TO PROVIDE A COMPLETE AND

FUNCTIONAL SYSTEM. AREAS OF POTENTIAL CONFLICT SHALL BE BROUGHT TO THE

ENGINEER'S ATTENTION.

5. A SET OF MEP RECORD/COORDINATION DRAWINGS SHALL BE MAINTAINED BY THE

CONTRACTOR AT THE JOB SITE. ACTUAL LOCATIONS OF ALL EQUIPMENT, PIPING,

DUCTWORK, AND ALL OTHER ITEMS INCLUDED IN THIS CONTRACT, AND ALL DEVIATIONS

OF THE WORK FROM THAT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE MARKED

ON THE RECORD/COORDINATION DRAWINGS. EACH TRADE SHALL REVIEW THE

COORDINATION DRAWINGS AND RESOLVE ANY POTENTIAL CONFLICTS WITH OTHER

TRADES PRIOR TO INSTALLING ANY PORTION OF THEIR WORK.

6. THE MECHANICAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER AS-BUILT

DRAWINGS AND OPERATION AND MAINTENANCE MANUALS INCLUDING ALL NAMEPLATE

DATA, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, AND PARTS LIST UPON PROJECT

COMPLETION.

7. WORK SHALL BE EXECUTED IN A GOOD WORKMANLIKE MANNER USING MECHANICS IN

THEIR RESPECTIVE TRADES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR

COORDINATING THE WORK UNDER THIS CONTRACT. UPON COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL DELIVER COMPLETE AND FUNCTIONAL

SYSTEMS AS ENCOMPASSED BY THE CONTRACT. ALL EQUIPMENT SHALL BE INSTALLED

PER MANUFACTURER'S RECOMMENDATIONS AND CODE REQUIREMENTS.

8. THE HVAC CONTRACTOR SHALL ARRANGE THE PROGRESS OF HIS WORK SO AS TO

CONFORM TO THE PROGRESS OF THE TRADES AND SHALL COMPLETE THE ENTIRE

INSTALLATION AS SOON AS THE CONDITION OF THE PROJECT WILL PERMIT.

9. ALL TEMPERATURE CONTROL SYSTEM WORK AND INSPECTION SHALL BE ACCOMPLISHED

BY THIS CONTRACTOR. THERMOSTATS SHALL BE INSTALLED IN CLOSE PROXIMITY TO

RETURN AIR INLETS UNDER THIS CONTRACT. STANDARD MOUNTING HEIGHT TO TOP OF

THERMOSTAT IS 48" ABOVE FINISHED FLOOR OR AS INDICATED ON THE ARCHITECTURAL

DRAWINGS. COORDINATE ALL LOCATIONS WITH ARCHITECT PRIOR TO ROUGH-IN AND

INSTALLATION. DO NOT INSTALL THERMOSTATS NEAR DIMMER SWITCHES. WIRING OF ALL

MOTORIZED OPERATORS AND THERMOSTATS, REGARDLESS OF VOLTAGE ARE THE

RESPONSIBILITY OF THE MECHANICAL CONTRACTOR.

10. MECHANICAL CONTRACTOR SHALL COORDINATE ALL SENSOR MOUNTING LOCATIONS

WITH INTERIORS DRAWINGS.

11. THE CONTRACTOR SHALL PROVIDE ADEQUATE CLEARANCE FOR ALL UNIT CONTROLS.

12. CONTRACTOR SHALL MAKE ALL FINAL EQUIPMENT CONNECTIONS AND PROVIDE THE

NECESSARY ADAPTERS, FITTINGS, VALVES, AND DEVICES FOR A COMPLETE OPERABLE

SYSTEM. COORDINATE REQUIREMENT FOR PROVISION OF CONTACTORS AND CONTROL

WIRING FOR PROPER FUNCTIONING SYSTEM WITH ELECTRICAL CONTRACTOR. MOTOR

STARTERS, COMBINATION MOTOR STARTERS, AND DISCONNECTS ARE TO BE PROVIDED

BY THIS CONTRACTOR FOR INSTALLATION BY OTHERS.

13. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE RELATION OF PIPING,

DUCTWORK, CONNECTIONS, AND EQUIPMENT. CONTRACTOR SHALL TAKE ALL

INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS OR

TRANSITIONS WITH EQUIVALENT AREAS TO MATCH DUCT SIZES AS INDICATED ON

DRAWINGS. ALL PIPING AND DUCTWORK TO BE CONCEALED IN CEILINGS AND WALLS,

EXCEPT IN MECHANICAL ROOMS, SPACES WITHOUT CEILINGS, OR WHERE NOTED

OTHERWISE.

14. COORDINATE INSTALLATION OF NEW WORK WITH ARCHITECTURAL PLANS, STRUCTURAL

PLANS, AND LIGHTING PLANS. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS

FOR CEILING TYPES AND LOCATIONS OF ALL GRILLES AND DIFFUSERS. PROVIDE

APPROPRIATE FRAMES AND MOUNTING HARDWARE FOR ALL AIR DEVICES. MECHANICAL

CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL MOUNTING DETAILS AND

REQUIREMENTS WITH CEILING CONTRACTOR.

15. COORDINATE EXACT LOCATIONS OF DIFFUSERS/DUCTWORK WITH LIGHTS, SPRINKLERS,

AND CEILING WITH REFLECTED CEILING PLAN AND ARCHITECT.

16. ALL DIMENSIONS AND PIPE SIZES ARE IN INCHES UNLESS NOTED OTHERWISE.

17. INSTALL DUCTWORK IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION

STANDARDS. PRESSURE CLASSIFICATION OF DUCTWORK TO BE AS FOLLOWS:

• CAV SUPPLY = 1"

• FPU/VAV SUPPLY = 1" DOWNSTREAM OF BOX

• RETURN = 1"

• EXHAUST = 1"

GENERAL NOTES:

18. FOR ALL BRANCH DUCT CONNECTIONS TO MAIN TRUNK, PROVIDE 45 DEGREE…