1-810 26-03-09 (REV) 100% Bid Set WDs .pdf

SWIFTWATER TOWNSHIP, MONROE COUNTY, PA 18370

POCONO MOUNTAIN SCHOOL DISTRICT

EAST TRANSPORTATION BUILDING ALTERATIONS

LIST OF DRAWINGS

CIVIL

C101 SITE PLANS

March 9, 2026

ALLENTOWN, PENNSYLVANIA

AD101

A101 A102

FIRST FLOOR DEMOLITION PLAN

FLOOR PLANS & SCHEDULES

REFLECTED CEILING PLANS & ENLARGED PLANS

ARCHITECTURAL

M000

MD101

MD102

M101 M102 M500 M600

COVERSHEET - MECHANICAL

FIRST & SECOND FLOOR DEMOLITION PLANS - MECHANICAL

ROOF DEMOLTION PLAN - MECHANICAL

FIRST & SECOND FLOOR PLANS - MECHANICAL

ROOF PLAN - MECHANICAL

DETAILS - MECHANICAL

SCHEDULES - MECHANICAL

MECHANICAL

P000

PD101

P101 P102 P601

COVERSHEET - PLUMBING

FIRST FLOOR DEMOLITION PLAN - PLUMBING

FIRST FLOOR DRAIN AND VENT PIPING - PLUMBING

SUPPLY PIPING, PARTIAL SITE PLAN AND DETAILS - PLUMBING

DETAILS - PLUMBING

PLUMBING

E000

ED101

ED102

ED103

E101 E201 E202 E601 E602

COVERSHEET - ELECTRICAL

FLOOR PLANS - DEMOLITION - LIGHTING

FLOOR PLANS - DEMOLITION - POWER

ROOF PLAN - DEMOLITION - ELECTRICAL

FLOOR PLANS - LIGHTING

ROOF PLANS - POWER

ROOF PLAN POWER & AREA CLASSIFICATION PLANS

SCHEDULES & DETAILS - ELECTIRCAL

SCHEDULES & DETAILS - ELECTRICAL

ELECTRICAL

POCONO MOUNTAIN SCHOOL DISTRICT

FOR THE

s e.

0- I -I-

C101

1226 Union Boulevard

(610) 437-9626

(610) 437-4769

Tel Fax

BRESLIN ARCHITECTS

DRAWN

Allentown, Pennsylvania 18109

MKA / SJB

DESIGNED

CHECKED

SHEET NO.

COMMISSION NO.

DATE

SCALE

03/09/2026

AS NOTED

NO. BY YYYY.MM.DD REVISION

SWIFTWATER, MONROE COUNTY, PENNSYLVANIA

POCONO MOUNTAIN SCHOOL DISTRICT-

EAST TRANSPORATION BUILDING ALTERATIONS

Tel (610) 694-8020

SNYDER HOFFMAN ASSOCIATES

1005 West Lehigh Street Bethlehem, Pennsylvania 18018

MEP ENGINEERS

web: www.snyderhoffman.com SITE PLAN & DETAILS

SWIFTWATER

INTERMEDIATE SCHOOL

POCONO MOUNTAIN EAST

JUNIOR HIGH SCHOOL

POCONO MOUNTAIN EAST

TRANSPORATION BUILDING

POCONO MOUNTAIN EAST

HIGH SCHOOLPOCONO MOUNTAIN EAST

STADIUM

POCONO MOUNTAIN

SCHOOL

ROAD

C

AM

PU

S

DR

IV

E

POCONO MOUNTAIN SD

ADMINISTRATION

+/-24'-6" PAD

3' -0

3'

-0

4' -0

M

IN

4' -0

M

IN

4'-0"

MIN

4'-0"

MIN

THREE 1000 GALLON ABOVE GROUND

LIQUID PROPANE TANKS BY PC

CONCRETE UTILITY PAD

BY GC

CHAINLINK FENCE ENCLOSURE

BY GC

DASHED LINE DELINEATES THE APPROXIMATE

LOCATION OF A NON-EXTANT WASTEWATER

TREATEMENT FACILITY

EXISTING

ASPHALT

PAVEMENT

EXISTING

ASPHALT

PAVEMENT

EXISTING

LOOSE

PERMEABLE

PAVEMENT

ASPHALT REPAIR BY GC

A

LI

G N

BOLLARD BY GC

C101

C101

5&6 C101

C101

- 3

5' -0

-2 3'

-0 " P

A D

EAST TRANSPORTATION

BUILDING

6' -0

4'

-0

3"

2'-0"

1" 3"

10'-0" MAX 4'-0" GATE OPENING

1-5/8" ID PIPE TOP RAILS,

GALV W/ BLACK VINYL -

TYPICAL

2" ID PIPE LINE POSTS, GALV W/

BLACK VINYL - TYPICAL

2-1/2" ID END POSTS, GALV AND

BLACK VINYL - TYPICAL

2" MESH CHAIN LINK

FABRIC, 6 GAUGE, GALV

W/ BLACK VINYL,

KNUCKLED TOP AND

BOTTOM - TYPICAL

1-5/8" ID PIPE BRACE RAILS, GALV W/

BLACK VINYL - TYPICAL

1-5/8" ID PIPE BOTTOM RAILS, GALV W/

BLACK VINYL - TYPICAL

TIE WIRES @ 12" OC - TYPICAL

POST CAPS. GLAV W/ BLACK VINYL -

TYPICAL

TRUSS ROD W/ (GALV)

TURNBUCKLES, AT ENDS, CORNERS,

GATE PANELS - TYPICAL

1-5/8" ID GATE FRAME, GALV

W/ BLACK VINYL - TYPICAL

LOCKING HASP

STRETCHER BAR W/ BANDS AT ENDS

AND CORNERS - TYPICAL

4000 PSI CONCRETE FOOTING

GRADE:

VARIES

LINE OF UTILITY PAD

CROWN FOR DRAINAGE - TYPICAL

PAVEMENT INSTALLATION

3' -0

4'

-0

1'-4"

6" DIA, SCHEDULE 80

GALV STEEL PIPE W/

WELDED DOME CAP -

CONCRETE FILLED

CONCRETE PAD OR

PAVEMENT

COMPACTED SUBGRADE

4000 PSI CONCRETE

FOUNDATION

DIA

GRADE:

VARIES

NOTES:

1. SET BOLLARDS AT EQUAL DISTANCE, NOT MORE THAN 4'-0" - SEE

PLAN

2. SHOP PRIMER: PRIMER FORMULATEFOR EXTERIOR USE OVER ZINC-

COATED METAL AND COMPATIBLE WITH FINISH PAINT MATERIAL.

3. PROVIDE TWO (2) COATS OF SHERWIN WILLIAMS PRO INDUSTRIAL

WATERBASED ALKYD URETHANE ENAMEL, SEMI-GLOSS OR

APPROVED EQUAL.

EXPANSION FILLER STRIP -

SEAL W/ SELF LEVELING

URETHANE SEALANT

2" DIA CORED OPENING

COMPACTED 2A MODIFIED

GRAVEL FILL

4' -0

" M

IN

3"3"

1'-0"

8" 6"

EQUALLY SPACED, 20' MAX

3'-0" MIN

2" MIN

4000 PSI CONCRETE PAD W/

PERIMETER FROST WALL

6" 2A CRUSHED STONE

#4 BARS HORIZ @ 12" OC

COMPACTED SUB GRADE

#4 12 x 12 WELDED WIRE MESH

1/4" X 1 1/2" SAW CUT CONTROL

JOINT, UERATHANE SEALANT

#4 BARS VERT @ 12" OC

GRADE:

VARIES

LINE OF FROST WALL BEYOND

1/2" x 6" GRADE 8 GALVANIZED BOLTS

EACH LEG

LIQUID PROPANE TANK

1'-0" MIN

CUTBACK

1'-0"

1 - 1/2" WMA WEARING

COURSE / OVERLAY

NEW PAVING - FULL DEPTH -SEE

6/C101

EXISTING PAVEMENT

PG 64-22 SEALER

RECOMPACTED SUBGRADE (2A

STONE)

SEE PLUMBING DWGS FOR

TRENCHING, BACKFILL AND

PROPANE PIPE INSTALLATION

DETAILS

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING

COURSE, PG 64-22, 0 T0 <.03 MILLION DESIGN ESALS,

9.5 MM MIXTURE, SR-L, 1 1/2" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER

COURSE, PG 64-22, 0 T0 <.03 MILLION DESIGN ESALS, 19

MM MIXTURE, SR-L, 2" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE

COURSE, PG 64-22, 0 T0 <.03 MILLION DESIGN ESALS, 25

MM MIXTURE, SR-L, 4" DEPTH

COMPACTED SUBGRADE - COMPACT SUBGRADE TO AT

LEAST 95% OF ITS MAXIMUM DRY DENSITY

DETERMINED IN ACCORDANCE WITH ASTM D-1557 AND

WITHIN +/- OF OPTIMUM MOISTURE CONTENT

COMPACTED SUBBASE - 6" MIN 2A STONE

N

PLAN

NORTH

SCALE: 1" =100' 1AERIAL SITE PLAN

SCALE: 1/16" = 1'-0" 2LP TANK LOCATION (SEE NOTE BELOW)

SCALE: 1/2" = 1'-0" 3CHAINLINK ENCLOSURE DETAIL

SCALE: 1" = 1'-0" 7BOLLARD DETAILS

SCALE: 1" = 1'-0" 4CONCRETE UTILITY PAD DETAIL

SCALE: 1" = 1'-0" 5ASPHALT REPAIR @ OVERLAY DETAIL

SCALE: 1" = 1'-0" 6ASPHALT PAEMENT DETAIL

NOTE: TANK LOCATION IS APPROXIMATE. FINAL LOCATION TO BE DETERMINED,

BASED ON RESULTS OF GROUND PENETRATING RADAR SURVEY AND

COORDINATION WITH OWNER.

AD101

1226 Union Boulevard

(610) 437-9626

(610) 437-4769

Tel Fax

BRESLIN ARCHITECTS

DRAWN

Allentown, Pennsylvania 18109

MKA / SJB

DESIGNED

CHECKED

SHEET NO.

COMMISSION NO.

DATE

SCALE

03/09/2026

AS NOTED

NO. BY YYYY.MM.DD REVISION

SWIFTWATER, MONROE COUNTY, PENNSYLVANIA

POCONO MOUNTAIN SCHOOL DISTRICT-

EAST TRANSPORATION BUILDING ALTERATIONS

Tel (610) 694-8020

SNYDER HOFFMAN ASSOCIATES

1005 West Lehigh Street Bethlehem, Pennsylvania 18018

MEP ENGINEERS

web: www.snyderhoffman.com FIRST FLOOR DEMOLITON PLAN

1 1

1 1

1 1

4 4

3.1

9 8

8 8

8 8

4.1

2.16

A

B

C

1 2

3.1

2.1

4.1

GENERAL DEMOLITION NOTES

1. CONTRACTOR SHALL NOT CONSIDER DEMOLITION NOTES TO BE ALL INCLUSIVE. IT

IS THE CONTRACTORS' RESPONSIBILITY TO INSPECT AND ASSESS THE TRUE

CONDITION OF EACH AREA TO DETERMINE THE FULL EXTENT OF DEMOLITION

REQUIRED TO FULFILL THE INTENT OF THE WORK INDICATED BY THE CONTRACT

DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS

WITHIN THE CONTRACT LIMITS AND COORDINATE ALL DEMOLITION INDICATED ON

THESE DRAWINGS WITH ALL OTHER CONTRACT DOCUMENTS. DEVIATIONS FROM

THE CONTRACT DOCUMENTS NECESSITATED BY FIELD CONDITIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT UPON DISCOVERY.

2. REFER TO ALL CONTRACT DRAWINGS, INCLUDING BUT NOT LIMITED TO, CIVIL ("C"),

ARCHITECTURAL ("A"), PLUMBING ("P"), HVAC ("H"), ELECTRICAL ("E"), FIRE

PROTECTION ("F") AND SPECIFICATIONS FOR ADDITIONAL INFORMATION

PERTINENT TO DEMOLITION AND REMOVAL REQUIRED.

3. SHOULD A CONTRACTOR ENCOUNTER A MATERIAL DURING THE DEMOLITION

REQUIRED BY THIS PROJECT THAT THEY SUSPECT CONTAINS A HAZARDOUS

MATERIAL (E.G. ASBESTOS) AND THAT REQUIRES REMOVAL TO ACCOMPLISH THE

WORK OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY OWNER AND ARCHITECT IN WRITING BEFORE ANY WORK ON THE

MATERIAL IS PERFORMED. THE OWNER WILL HAVE THE MATERIAL TESTED AND

HAVE IT REMOVED, UNDER SEPARATE CONTRACT, AS TEST RESULTS WARRANT.

4. MATERIALS RESULTING FROM DEMOLITION AND REMOVAL OPERATIONS SHALL

BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE COMPLETELY

REMOVED FROM THE SITE UNLESS NOTED OTHERWISE IN THE CONTRACT

DOCUMENTS.

5. STORAGE OF DEBRIS AND OTHER MATERIALS RESULTING FROM DEMOLITION

OPERATIONS SHALL NOT BE PERMITTED TO REMAIN ON SITE UNLESS NOTED

OTHERWISE.

6. WHEN REMOVING AN EXISTING ITEM (E.G. WINDOWS, DOORS, HANDRAILS,

FRAMES, BACKBOARDS, MARKER BOARDS, ETC.), THE CONTRACTOR SHALL

REMOVE ASSOCIATED / ANCILLARY SEALANTS, ADHESIVES, ANCHORS,

FLASHINGS, BLOCKING AND / OR OTHER ITEMS NOT REQUIRED FOR INCLUSION IN

THE COMPLETED WORK.

7. WHERE REMOVAL OF EXISTING FINISHES OCCURS (E.G. VINYL TILE, TERRAZZO

FINISH, WOOD FLOORING, COVE BASE, ETC), CONTRACTOR SHALL REMOVE ALL

MASTIC, ADHESIVES, ANCHORS, ETC, AND PREPARE THE SUBSTRATE AS

REQUIRED FOR INSTALLATION OF NEW WORK.

8. WHERE REMOVAL OF A MASONRY WALL (INTERIOR OR EXTERIOR) IS INDICATED,

THE GENERAL CONTRACTOR SHALL REMOVE THE WALL TO A DEPTH BELOW THE

SURFACE OF ADJACENT FLOOR SLAB (AT LEAST 5") TO ALLOW FOR THE

SATISFACTORY INFILL / PATCH ACROSS THE AREA OF WALL REMOVAL AND THE

SATISFACTORY INSTALLATION OF INDICATED FINISHES.

9. WHERE ANY EXISTING CONSTRUCTION (E.G. PARTITIONS, FLOORS AND BASES,

DOOR AND WINDOW FRAMES, CEILINGS, VWC, CASEWORK, EQUIPMENT, HVAC,

ELECTRICAL DEVICES, JUNCTION BOXES, DATA OUTLETS, RECEPTACLES AND

PLUMBING FIXTURES) ARE REMOVED OR ALTERED, CONTRACTOR SHALL REPAIR

ADJACENT SURFACES DISTURBED BY REMOVAL OR ALTERATION WORK AND

PREPARE EXISTING SURFACES TO RECEIVE NEW CONSTRUCTION AND/OR NEW

SCHEDULED FINISHES. PATCH AND LEVEL FLOORS AT ALL PARTITION AND

FLOORING REMOVAL AS REQUIRED FOR THE COMPLETED WORK.

10.. CONTRACTOR(S) SHALL PROTECT AND PRESERVE ALL EXISTING CONSTRUCTION

(E.G. FLOORS, WALLS, CEILINGS, FURNISHINGS AND/OR OTHER ADJACENT

ELEMENTS) TO REMAIN IN THE COMPLETED WORK. PROTECTIONS INCLUDE BUT

ARE NOT LIMTED TO SHORING, BRACING, SUPPORT, WEATHER / WATER

BARRIERS, CONSTRUCTION OF TEMPORARY PARTITIONS, BARRIERS AND SHEDS,

BOARDING, PADDING, NETTING, MASKING, COVERING, DUST CONTROL,

VACUUMING, PEST CONTROL, AND AIR FILTRATION SYSTEMS AS WARRANTED. ANY

DAMAGE SHALL BE PATCHED / REPAIRED.

11. PATCHES / REPAIRS TO EXISTING CONSTRUCTION TO REMAIN IN THE COMPLETED

WORK SHALL MATCH EXISTING ADJACENT AND/OR SIMILAR SURFACES IN

MATERIALS, FINISH AND WORKMANSHIP.

12. ALL TEMPORARY FACILITIES AND/OR WORK INDICATED OR REQUIRED (E.G.

TEMPORARY EXIT DEVICES, TRANSITIONS, ETC.) SHALL BE REMOVED AT THE

APPROPRIATE TIME TO ACCOMMODATE THE CONSTRUCTION AND COMPLETION

OF THE WORK. ALL SURFACES/FINISHES AFFECTED BY TEMPORARY

CONSTRUCTION SHALL BE PATCHED/ REPAIRED/ OR REPLACED TO MATCH

ADJACENT SURFACES.

13. UNLESS OTHERWISE INDICATED, EACH PRIME CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF EXISTING MATERIALS,

SYSTEMS OR EQUIPMENT THAT WOULD TYPICALLY BE HANDLED OR INSTALLED BY

THAT PRIME DURING THE COURSE OF MULTI-PRIME CONSTRUCTION AS

APPLICABLE.

DEMOLITION KEY NOTES

WINDOW OR DOOR, FRAME AND ACCESSORIES TO BE REMOVED

EXISTING CONSTRUCTION TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

DEMOLITION KEYNOTE

DEMOLITION LEGEND

REMOVE AND DISPOSE OF FLOOR FINISH (INCLUDING WALL BASE) TO

CONCRETE SUBSTRATE; CLEAN AND PREPARE SUBSTRATE TO RECEIVE NEW

FLOOR FINISH SCHEDULED FOR THE COMPLETED WORK.

REMOVE AND DISPOSE OF CERAMIC TILE FLOOR (INCLUDING MORTAR BED IF

PRESENT) TO CONCRETE SUBSTRATE; CLEAN AND PREPARE SUBSTRATE TO

RECEIVE NEW FLOOR FINISH SCHEDULED FOR THE COMPLETED WORK.

REMOVE AND DISPOSE OF DOOR PANEL AND HARDWARE AND PREPARE

EXISTING DOOR FRAME FOR NEW DOOR ASSEMBLY SCHEDULED FOR THE

COMPLETED WORK.

REMOVE AND DISPOSE OF CONCRETE LOCKER BASE (LOCKERS PREVIOSULY

REMOVED)

REMOVE AND DISPOSE OF MASONRY WALL CONSTRUCTION

REMOVE AND DISPOSE OF CERAMIC TILE WAINSCOT (4'-0" AFF AND INCLUDING

MORTAR BED IF PRESENT) TO CONCRETE MASONRY SUBSTRATE; CLEAN AND

PREPARE SUBSTRATE TO RECEIVE NEW WALL FINISH SCHEDULED FOR THE

COMPLETED WORK.

REMOVE AND DISPOSE OF CERAMIC TILE WAINSCOT (6'-8" AFF & INCLUDING

MORTAR BED IF PRESENT) TO CONCRETE MASONRY SUBSTRATE; CLEAN AND

PREPARE SUBSTRATE TO RECEIVE NEW WALL FINISH SCHEDULED FOR THE

COMPLETED WORK.

REMOVE AND DISPOSE OF CERAMIC TILE SHOWER PAN / FLOOR AND CURB

(INCLUDING MORTAR BED IF PRESENT) TO CONCRETE SUBSTRATE; CLEAN AND

PREPARE SUBSTRATE TO RECEIVE NEW FLOOR FINISH SCHEDULED FOR THE

COMPLETED WORK.

REMOVE AND DISPOSE OF TOILET COMPARTMENTS / PARTITIONS AND TOILET /

TOILET / BATH ACCESSORIES

REMOVE AND DISPOSE OF ACOUSTIC PANEL CEILING, SUSPENSION SYSTEM

AND ACCESSORIES

REMOVE AND DISPOSE OF DOOR FRAME, DOOR PANEL AND HARDWARE;

PREPARE RO FOR NEW DOOR ASSEMBLY SCHEDULED FOR THE COMPLETED

WORK.

REMOVE AND SALVAGE WINDOW TREATMENTS; REINSTALL IN COMPLETED

WORK.

MIXED-USE, NON-SEPERATED PER 508.4

• BUSINESS - B

• STORAGE - S1

EXISTING BUILDING AREA - 10,300 SF

LEVEL 2 WORK AREA - 296 SF

10,300 / 300 = 3% OF EXISTING AREA

CLASSIFICATION OF WORK (IEBC)

• ALTERATIONS - LEVEL 2

• WORK AREA INCLUDES THE RECONFIGURATION OF SPACE IN AN AREA THAT IS

LESS THAN 50% OF THE EXISTING BUILDING AREA.

COMPLIANCE METHOD (IEBC)

• WORK AREA COMPLIANCE METHOD SELECTED FOR EVALUATION AND DESIGN

OF ALTERATIONS.

• ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES

WITHIN THE WORK AREA SHALL COMPLY WITH THE REQUIREMENTS OF THE

INTERNATIONAL BUILDING CODE.

CONSTRUCTION TYPE (IBC)

TYPE 2B - NON COMBUSTIBLE

BUILDING USE AND OCCUPANCY

CODES ENFORCED

ALL CONSTRUCTION HAS BEEN DESIGNED IN ACCORDANCE WITH THE

PENNSYLVANIA UNIFORM CONSTRUCTION CODE (UCC) AND PUBLISHED IN THE

PENNSYLAVNIA BULLETIN (VOLUME 55, NUMBER 45), NOVEMBER 8, 2025.

BUILDING CONSTRUCTION

MECHANICAL CONSTRUCTION

2021 ICC INTERNATIONAL MECHANICAL CODE

ENERGY CONSERVATION

2021 ICC INTERNATIONAL ENERGY CONSERVATION CODE

FIRE PROTECTION CONSTRUCTION

2021 ICC INTERNATIONAL FIRE CODE AS REFERENCED IN OTHER ICC CODES

ADOPTED BY PA UCC

ELECTRICAL CONSTRUCTION

2021 NATIONAL ELECTRIC CODE

NFPA-70

USE AND OCCUPANCY CLASSIFICATION

2021 ICC INTERNATIONAL EXISTING BUILDING CODE

2021 ICC INTERNATIONAL BUILDING CODE

2018 ICC INTERNATIONAL BUILDING CODE, CHAPTER 11, APPENDIX E, AND 2009

ICC A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (AS REF IN CH

35, IBC 2018)

ACCESSIBILTY

PLUMBING CONSTRUCTION

2021 ICC INTERNATIONAL PLUMBING CODE

PLAN

NORTH

SCALE: 1/8" = 1'-0" 2FIRST FLOOR DEMOLITION PLAN

A101

1226 Union Boulevard

(610) 437-9626

(610) 437-4769

Tel Fax

BRESLIN ARCHITECTS

DRAWN

Allentown, Pennsylvania 18109

MKA / SJB

DESIGNED

CHECKED

SHEET NO.

COMMISSION NO.

DATE

SCALE

03/09/2026

AS NOTED

NO. BY YYYY.MM.DD REVISION

SWIFTWATER, MONROE COUNTY, PENNSYLVANIA

POCONO MOUNTAIN SCHOOL DISTRICT-

EAST TRANSPORATION BUILDING ALTERATIONS

Tel (610) 694-8020

SNYDER HOFFMAN ASSOCIATES

1005 West Lehigh Street Bethlehem, Pennsylvania 18018

MEP ENGINEERS

web: www.snyderhoffman.com FLOOR PLANS & SCHEDULES

A305

A 101C

A

A301

G

OFFICE

4 A501

4'-11 3/8"

13'-4"

GENERAL NOTES

THE CONTRACTOR MUST NOTIFY THE ARCHITECT, IN WRITING OF ANY

AND ALL DISCREPENCIES & ERRORS WITH ANY AND ALL OF THE

CONSTRUCTION DRAWINGS PRIOR TO BEGINNING THE WORK. THIS

SHALL INCLUDE, BUT NOT BE LIMITED TO: ALL DIMENSIONS, FLOOR TO

FLOOR HEIGHTS, TOP OF STEEL ELEVATIONS, MASONRY OPENING

LOCATIONS AND SIZES, COLUMN LOCATIONS ETC.

THE CONTRACTOR SHALL COMPLY WITH, AND PERFORM ITS WORK IN

ACCORDANCE WITH, ALL APPLICABLE LAWS, STATUTES, ORDINANCES,

LAWFUL ORDERS OF GOVERNMENTAL AUTHORTIES, BUILDING CODES,

RULES AND REGULATIONS, UNLESS THE CONTRACT DOCUMENTS

REQUIRE A HIGHER OR GREATER STANDARD, IN WHICH CASE THE

CONTRACTOR SHALL CONFORM TO SUCH HIGHER OR GREATER

STANDARD IN ACCORDANCE WITH THE GENERAL CONDITIONS. IF THE

CONTRACTOR RECOGNIZES THAT PORTIONS OF THE CONTRACT

DOCUMENTS DO NOT MEET THE STANDARDS ESTABLISHED THEREBY,

THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT, AND THE

OWNER IN WRITING BEFORE PROCEEDING WITH THE WORK.

EACH CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE WORK TO

BE DONE AND MATERIALS AND EQUIPMENT TO BE INSTALLED BY

HIMSELF AND OTHERS AND COORDINATE, IN ADVANCE, PRIOR TO

INSTALLING ANY SYSTEM OR PORTION THEREOF.

EACH CONTRACTOR WHO FAILS TO COORDINATE THE INSTALLATION

OF HIS WORK WITH THE OTHER TRADES, SHALL BEAR ALL COSTS OF

EACH TRADE FOR DISCONNECTING, REMOVAL AND RE-INSTALLATION

OF AFFECTED SYSTEMS, EQUIPMENT OR PORTION THEREOF.

THE BUILDING PLAQUE IS NOT INDICATED ON PLANS. IT SHALL BE

LOCATED IN FIELD BY ARCHITECT.

ALL CONCRETE FLOORS NOT SCHEDULED TO RECEIVE A FINISH SHALL

BE SEALED IN ACCORDANCE WITH THE SPECIFICATIONS.

ALL MASONRY WALLS ARE DIMENSIONED TO THE NOMINAL FACE OF

MASONRY. ALL STUD WALLS ARE DIMENSIONED TO THE FACE OF

STUD. ALL TILE CEILINGS, SOFFITS, FASCIA, ETC. ARE DIMENSIONED

TO THE FINISH SURFACE. (UNLESS NOTED OTHERWISE)

ALL METAL STUD AND GYPSUM BOARD FASCIA SHALL HAVE THE

GYPSUM BOARD EXTEND A MINIMUM 6" ABOVE THE FINISHED CEILING..

ALL CMU WALLS SHALL HAVE CONTROL JOINTS AS SPECIFIED OR AS

SHOWN ON THE DRAWINGS. ALL LOCATIONS MUST BE REVIEWED

WITH THE ARCHITECT BEFORE STARTING MASONRY WORK. PROVIDE

CONTROL JOINT AT ALL LOCATIONS WHERE CMU REDUCES IN THICKNESS

TO PASS A COLUMN, PIPE, OR OTHER OBSTRUCTION.

UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR PROVIDING ALL STRUCTURAL STEEL,

MISCELLANEOUS STEEL, AND LOOSE LINTELS THAT ARE NECESSARY

TO SUPPORT ALL ROOF TOP MOUNTED EQUIPMENT, ALL MASONRY

OPENINGS, PASSAGES, WINDOWS, ETC., AND TO FRAME ALL ROOF,

WALL AND FLOOR OPENINGS. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR REVIEWING ALL DRAWINGS OF ALL CONTRACTS

TO DETERMINE THE QUANTITY, SIZE, AND LOCATIONS OF ALL ROOF

TOP EQUIPMENT, ALL MASONRY OPENINGS, AND ALL ROOF, WALL

AND FLOOR OPENINGS. OPENINGS IN GYPSUM BOARD PARTITIONS

SHALL BE NEATLY CUT TO THE PROFILE OF THE PIPE, CONDUIT, DUCTS,

ETC. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH

FIRE STOPPING INSULATION & SEALANT BY THE CONTRACTOR

RESPONSIBLE FOR THE PENETRATION.

RECESSES FOR PANELBOARDS, CABINET HEATERS, DRINKING

FOUNTAINS, ETC. SHALL BE PROVIDED BY THE GENERAL CONTRACTOR

IN NEW CONSTRUCTION. EACH PRIME CONTRACTOR SHALL BE

RESPONSIBLE FOR THE OPENING REQUIREMENTS AND EQUIPMENT

INSTALLATION IN EXISTING CONSTRUCTION.

SEE WALL SECTIONS AND REFLECTED CEILING PLANS FOR ADDITIONAL

FASCIA AND SOFFITS NOT LISTED ON THE FINISH SCHEDULE OR SHOWN

ON THE PLANS.

REFER TO THE INTERIOR ELEVATIONS AND PLUMBING / HEATING

DRAWINGS FOR RECESSED/SEMI-RECESSED PLUMBING/ HEATING

EQUIPMENT AND WALL GRILLE LOCATIONS NOT SHOWN ON THE

ARCHITECTURAL PLANS. VERIFY EXACT LOCATION WITH THE ARCHITECT

PRIOR TO CONSTRUCTING WALLS.

WALL SECTION

DETAIL OR ENLARGED

PLAN REFERENCE

ROOM NUMBER

INTERIOR ELEVATION

Drawing Number

Interior Elevation Number & Direction of View

SHEET NUMBER

SECTION NUMBER

DETAIL NUMBER

SHEET NUMBER

PARTITION TYPE

WINDOW TYPE

DOOR NUMBER

SOFFIT OR CABINETRY

ABOVE

COLUMN GRID LINE

DATUM POINT /

ELEVATION MARK

TOILET ACCESSORY

ONE HOUR U.L.FIRE RATED

ASSEMBLY

TWO HOUR U.L.FIRE RATED

ASSEMBLY (2 HOUR FIRE

SEPARATION ASSEMBLY

WHERE NOTED)

CONCRETE

BRICK

CONCRETE BLOCK (CMU)

CAST STONE

FLOOR PLAN DRAWING LEGEND

ROOM NAME

TALL

STORAGE

NOTES

DIMENSIONSA100

AREA B

AREA A

MATCH

LINE

LAVATORY

PLUMBING FIXTURE

WC

ADA

WC

URINAL

ADA

URINAL

ADA

LAV

04.1A

1069'-6"

SERVICE / REPAIR

SERVICE / REPAIR

A102

A102

A102

07A

21B 04A

21C

20C

20B

15D

19A 18A 16A17A

15B

15B

22A

21D

20D

20E

22B

15A

10B

11A

03A06A

05A

21D

13A

14B

21A

09A 08A

11.1A

11.2B

11.3A

07.1A

03B

02A

20A

11.2A

12A

12C

12D

12B

12E

14A

20F

10A

1071'-6"

1070'-0"

R A

M P

UP

D N

UP SERVICE PIT

FD

FD

FD

FD

FD

RECEPTION

HALL

CUST

OFFICE

OFFICE

OFFICE

STOR

SERVICE / REPAIR

STOR

ELEC

PARTS

HALL

OFFICE

11.1

OFFICE

11.2 OFFICE

11.3

STOR

OFFICE

HALL

07.1

MEN

OFFICE

EQUIPMENT

WASH

STAFF

TLT

04.1

WOMEN

A

B

C

1 2

C

DN

PARTS MEZZ

14.1

DOOR SCHEDULE

DOOR

NUMBER

01A

02A

03A

03B

04.1A

04A

05A

06A

07.1A

07A

08A

09A

10A

10B

11.1A

11.2A

11.2B

11.3A

11A

12A

12B

12C

12D

12E

FRAME

elev

A

A mat ExHM

ExHM

ExHM

ExHM

HM

ExHM

ExHM

ExHM

HM

ExHM

ExHM

ExHM

ExHM

ExHM

ExWD

ExHM

ExWD

ExWD

ExHM

ExHM

ExSTL

ExSTL

ExSTL

ExHM size 5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

0"

0"

0"

5 3/4" jamb jamb head glaz

DOOR

type

II

II

I

I

III

I

I

I

I

I

II

III

mat Ex HM

WD

WD

WD

HM

HM

HM

WD

WD

ExHM

WD

WD

HM

HM

ExWD

ExHM

ExWD

ExWD

WD

ExHM

ExSTL

ExSTL

ExSTL

ExHM size 3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 6'-10"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

2'-8" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 6'-8"

3'-0" x 7'-0"

3'-0" x 6'-8"

3'-0" x 6'-8"

3'-0" x 7'-0"

3'-0" x 7'-0"

12'-0" x 15'-6"

12'-0" x 15'-6"

12'-0" x 15'-6"

3'-0" x 6'-10"

Louver glazing

UL

label sill

ADA

Sign

REMARKS

PNT INTERIOR FRAME AND DOOR

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE F.25RAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY ROUGH OPENING SIZE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

PNT INTERIOR FRAME AND DOOR

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

VERIFY DOOR SIZE; PNT & PREPARE FRAME FOR HARDWARE

PNT FRAME AND CASING

PNT INTERIOR FRAME AND DOOR

PNT FRAME AND CASING

PNT FRAME AND CASING

PNT FRAME

NO WORK

OVERHEAD DOOR; NO WORK

OVERHEAD DOOR; NO WORK

OVERHEAD DOOR; NO WORK

NO WORK

DOOR

NUMBER

01A

02A

03A

03B

04.1A

04A

05A

06A

07.1A

07A

08A

09A

10A

10B

11.1A

11.2A

11.2B

11.3A

11A

12A

12B

12C

12D

12E

S E

E S

C H

E D

U

LE

FO

R

D O

O R

S

IZ

E

2"

2"

SEE

SCHEDULE

FOR DOOR

SIZE

2"

8" 8"

8" 2'

-8

3' -4

6" 6"

6"

A

H M

F R

A M

E

TY

PE

S

III

D O

O R

T

YP

ES

III

24" X 24" SQUARE EDGED LAY-IN

FINISH SCHEDULE ABBREVIATIONS

ACOUSTIC PANEL TYPES

SEE INTERIOR ELEVATIONS AND ENLARGED PLANS FOR

LOCATIONS OF GWT TYPES AND PATTERNS.

AP

CARP T

CEM BACK

CMT

CMU

CMU-2

CONC

EIFS

ENT FL

EPX

EPX TER

EXP STRUCT

FAAF

GYP BD

HDT

ACOUSTICAL PANEL

CARPET TILE

CEMENTITIOUS BACKER UNIT

CERAMIC MOSAIC TILE

CONCRETE MASONRY UNIT

CENTER SCORED CONCRETE MASONRY UNIT

CONCRETE

EXTERIOR INSULATION FINISH SYSTEM

ENTRANCE FLOORING

EPOXY COATING

EPOXY TERRAZZO

EXPOSED STRUCTURE

FLUID APPLIED ATHLETIC FLOORING

GYPSUM BOARD

HEAVY DUTY RESILIENT TILE

PLY WD

PNT

POR T

PS CONC

QT

RB

RSIF

RT

SEAL C

SEP

SIE

SOL S

SPC

SRCP

VCT

WD

WD ATH FLR

WD PNL

WD ST FLR

PLYWOOD

PAINT

PORCELAIN TILE

POLISHED STAINED CONCRETE

QUARRY TILE

RUBBER BASE

RUBBER SPORTS IMPACT FLOORING

RUBBER TILE

SEALED CONCRETE

SEE ENLARGED PLAN FOR ADDITIONAL INFO.

SEE INTERIOR ELEVATION FOR ADDITIONAL INFO.

SOLID SURFACE

SYNTHETIC PLASTER CEILING

SEE REFLECTED CEILING PLAN FOR ADDITIONAL INFO.

VINYL COMPOSITION TILE

WOOD

WOOD ATHLETIC FLOORING

WOOD PANELING

OAK HARDWOOD STAGE FLOORING

VWF VINYL WALL FABRIC

SVT SOLID VINYL TILE

AP-1

AP-2 24" X 24" "CERAMAGUARD" SQUARE EDGED LAY-IN

CMU-3 ACOUSTIC BLOCK - VENEER

CMU-4 GROUND FACE BLOCK

SVAF SHEET VINYL ATHLETIC FLOORING

WD GRL WOOD GRILLE SYSTEM

LS LIMESTONE

TC TERRA COTTA CLAY TILE PANEL SYSTEM

CMU-3A ACOUSTIC BLOCK - REINFORCED

AC CMU ACOUSTICAL CONCRETE MASONRY UNIT

AC CMU-2 FLUTED ACOUSTICAL CONCRETE MASONRY UNIT

TB TACKBOARDGWT GLAZED WALL TILE*

Ex EXISTING

FB FACE BRICK

FINISH SCHEDULE

FIRST FLOOR

SECOND FLOOR

ROOM

NUMBER

04.1

07.1

11.1

11.2

11.3

14.1

ROOM NAME

OFFICE

OFFICE

OFFICE

STAFF

TLT

STOR

WOMEN

HALL

HALL

CUST

MEN

OFFICE

RECEPTION

OFFICE

OFFICE

OFFICE

SERVICE / REPAIR

OFFICE

PARTS

WASH

ELEC

STOR

STOR

HALL

SERVICE / REPAIR

SERVICE / REPAIR

EQUIPMENT

PARTS MEZZ

FLOOR

FIN

Ex

CARP T

CARP T

HDT / RES

CMT RES

HDT

CMT /

RES

RT

RT

HDT

CMT /

RES

HDT

HDT

CARP T

CARP T

CARP T

ExCONC

HDT

ExCONC

ExCONC

ExCONC

ExCONC

ExCONC

ExCONC

ExCONC

ExCONC

ExCONC

ExWD

BASE

mat

Ex

RB

RB

RB /RES

CMT /

RES

RB

CMT /

RES

RB

RB

RB

CMT /

RES

RB

RB

RB

RB

RB

RB

hgt

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

4"

WALLS

mat'l

CMU

CMU

CMU

CMU

CMU / GYP BD

CMU

CMU

CMU / GYP BD

CMU / GYP BD

CMU

CMU

CMU

CMU / WD PNL

CMU / WD PNL

CMU / WD PNL

CMU / WD PNL

CMU / BRK

CMU

CMU

CMU

CMU

CMU

CMU

CMU

CMU

CMU

CMU

CMU

fin

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

PNT

SPECIAL FINISHES

NORTH WALL

mat'l fin

EAST WALL

mat'l fin

SOUTH WALL

mat'l fin

WEST WALL

mat'l fin

CEILING

mat'l

AP-1

AP-1

AP-1

AP-2

AP-2

AP-1

AP-2

AP-1

AP-1

AP-1

AP-2

AP-1

AP-1

AP-1

AP-1

AP-1

EXP STRUCT

/ PNT

AP-1

EXP STRUCT

EXP STRUCT

AP-1

AP-1

AP-1

AP-1

EXP STRUCT

/ PNT

EXP STRUCT

/ PNT

EXP STRUCT

/ PNT

EXP STRUCT

UL

Rating fin

FASCIA / SOFFITS

mat'l UL rating fin NOTES

SEE SCHEDULE

OF ALTERNATES

SEE SCHEDULE

OF ALTERNATES

SEE SCHEDULE

OF ALTERNATES

SEE SCHEDULE

OF ALTERNATES

SEE SCHEDULE

OF ALTERNATES

SEE SCHEDULE

OF ALTERNATES

SEE SCHEDULE

OF ALTERNATES

SEE SCHEDULE

OF ALTERNATES

ROOM

NUMBER

04.1

07.1

11.1

11.2

11.3

14.1

13A

14A

14B

15A

15B

15B

15D

16A

17A

18A

19A

20A

20B

20C

20D

20E

20F

21A

21B

21C

21D

21D

22A

22B

ExHM

ExHM

ExHM

ExHM

ExHM

ExSTL

ExSTL

ExHM

ExHM

ExHM

ExHM

ExHM

ExSTL

ExSTL

ExSTL

ExSTL

ExHM

ExHM

ExHM

ExSTL

ExHM

ExSTL

ExHM

ExHM

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

0"

0"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

5 3/4"

0"

0"

0"

0"

5 3/4"

5 3/4"

5 3/4"

0"

5 3/4"

0"

5 3/4"

5 3/4"

II

ExHM

ExHM

ExHM

ExHM

ExHM

ExSTL

ExSTL

ExHM

ExWD

ExWD

ExHM

ExHM

ExSTL

ExSTL

ExSTL

ExSTL

ExHM

ExHM

HM

ExSTL

ExHM

ExSTL

ExHM

ExHM

(2) 3'-0" x 6'-10"

3'-0" x 7'-0"

3'-0" x 2'-0"

3'-0" x 6'-10"

3'-0" x 6'-10"

12'-0" x 15'-6"

12'-0" x 15'-6"

3'-0" x 7'-0"

(2) 2'-6" x 7'-0"

3'-0" x 6'-10"

3'-0" x 6'-10"

3'-0" x 7'-0"

12'-0" x 15'-6"

12'-0" x 15'-6"

12'-0" x 15'-6"

12'-0" x 15'-6"

3'-0" x 7'-0"

3'-0" x 7'-0"

3'-0" x 7'-0"

12'-0" x 15'-6"

3'-0" x 7'-0"

12'-0" x 15'-6"

3'-0" x 7'-0"

3'-0" x 7'-0"

NO WORK

NO WORK

NO WORK

NO WORK

NO WORK

OVERHEAD DOOR

OVERHEAD DOOR

NO WORK

NO WORK

NO WORK

NO WORK

NO WORK

OVERHEAD DOOR; NO WORK

OVERHEAD DOOR; NO WORK

OVERHEAD DOOR; NO WORK

OVERHEAD DOOR; NO WORK

NO WORK

NO WORK

PNT & PREPARE FRAME FOR HARDWARE

OVERHEAD DOOR; NO WORK

NO WORK

OVERHEAD DOOR; NO WORK

NO WORK

NO WORK

13A

14A

14B

15A

15B

15B

15D

16A

17A

18A

19A

20A

20B

20C

20D

20E

20F

21A

21B

21C

21D

21D

22A

22B

DOOR SCHEDULE

DOOR

NUMBER

FRAME

elev mat size jamb jamb head glaz

DOOR

type mat size Louver glazing

UL

label sill ADA Sign REMARKS DOOR

NUMBER

S1 M1

6"6"

PARTITION TYPE GENERAL NOTES:

1. # DENOTES NOMINAL SIZE OF FRAMING OR MASONRY UNIT.

2. SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR FINISHES.

3. 5/8" TYPE X (UNLESS INDICATED OTHERWISE) GYPSUM BOARD SHALL BE USED IN CEILINGS, SOFFITS, FASCIAS, AND BULKHEADS CONSTRUCTION.

4. 1/2" BACKER BOARD SHALL BE USED IN WET LOCATIONS OR AS OTHERWISE INDICATED.

5. CERAMIC WALL TILE TO STOP AT THE CEILING / CEILING TRIM IN ROOMS W/ ACOUSTIC TILE OR GYPSUM BOARD CEILINGS. IN ROOMS WITH WOOD

GRILLE CEILING SYSTEM, CERAMIC WALL TILE SHALL EXTENDS PAST BOTTOM OF CEILING AS INDICATED ON THE CONSTRUCTION DOCUMENTS.

STEEL STUD RUNNER

STEEL STUD

DEFLECTION TRACK

LINE OF FINISHED

CEILING - SEE RCP

1/2" BACKER BOARD OR

5/8" GYP BOARD AND

FINISHES AS

SCHEDULED

REINFORCING PER

STRUCTURAL DRAWINGSSTEEL STUDS #

CMU # AND FINISHES AS

SCHEDULED

FLOOR STRUCTURE

UNDERSIDE FLOOR OR

ROOF STRUCTURE

LINE OF FINISHED

CEILING - SEE RCP

NON STRUCTURAL METAL STUD FRAMING NOTES:

1. FRAMING MEMBERS TO COMPLY WITH ASTM C754 AND AISI S220 FOR CONDITIONS INDICATED.

A. STEEL SHEET TO COMPLY WITH ASTM C645 REQUIREMENTS FOR METAL.

B. PROTECTIVE COATING TO COMPLY WITH ASTM A653, G40 HOT-DIP GALVANIZED ZINC COATING AS STANDARD WITH MANUFACTURER.

2. STEEL STUDS AND RUNNERS: ASTM C645, CONVENTIONAL MEMBERS, ROLL-FORMED INTO STANDARD SHAPES WITHOUT SURFACE DEFORMATIONS TO

STIFFEN FRAMING MEMBERS TO COMPLY WITH THE FOLLOWING FOR MINIMUM THICKNESS BASE (UNCOATED) METAL AND FOR DEPTH:

A. THICKNESS: 20 GA (18 MILS).

B. DEPTH: AS INDICATED.

3. SLOTTED DEFLECTION TRACK: ASTM C645 STEEL SHEET TOP TRACK; THICKNESS AND DEPTH TO MATCH / ACCOMODATE STUDS INDICATED.

4. U-CHANNEL: COLD- ROLLED, 0.0538-IN MINIMUM BASE-STEEL THICKNESS, W/ MIN 1/2" WIDE FLANGES.

5. FASTENERS OF TYPE, MATERIALS, SIZE, CORROSIVE RESISTANCE, HOLDING POWER REQUIRED TO FASTEN FRAMING AND FURRING MEMBERS SECURELY TO

SUBSTRATES; SHALL COMPLY WALLBOARD OR BACKER BOARD MFR RECOMMENDATIONS FOR APPLICATIONS INDICATED.

6. ISOLATION STRIPS: ASTM D226, TYPE I (#15 ASPHALT FELT), NON-PERFORATED.

7. INSTALL STEEL FRAMING TO COMPLY WITH ASTM C754.

8. INSTALL FRAMING AND ACCESSORIES PLUMB SQUARE AND TRUE TO LINE, W/ CONNECTIONS SECURELY FASTENED.

9. INSTALL SUPPLEMNTARY FRAMING, BLOCKING AND BRACING AT TERMINATIONS IN THE WORK AND FOR SUPPORT OF FIXTURES, EQUIOPMENT SERVICES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, FURNISHING AND SIMILAR CONSTRUCTION INDICATED AND PER WALLBOARD OR BACKER BOARD MFR

RECOMMENDATIONS.

10.INSTALL TRACKS AT FLOORS AND OVERHEAD SUPPORTS. EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS ABOVE CEILING UNLESS OTHERWISE INDICATED. CONTINUE FRAMING AROUND DUCTS PENETRATING PARTIIONS ABOVE CEILING.

11. WHERE STUDS ARE INSTALLED AGAINT EXTERIOR MASONRY OF DISSIMILAR METALS, INSTALL ISOLATION STRIPS BTW STUDS AND SUBSTRATE.

12. INSTALLATION TOLERANCE: INSTALL EACH FRAMING MEMBER SO FASTENING SURFACES VARY NOT MORE THAN 1/8" FROM PLANE FORMED BY FACES OF

ADJACENT MEMBERS.

BOND BEAM

PLAN

NORTH

SCALE: 1/8" = 1'-0" 1FIRST FLOOR PLAN

SCALE: 1/8" = 1'-0" 2PARTIAL SECOND FLOOR PLAN

SCALE: 1' = 1'-0" 4DOOR SCHEDULE

SCALE: 1/4" = 1'-0" 3DOOR AND FRAME TYPES

SCALE: 1' = 1'-0" 5FINISH SCHEDULE

NOT TO SCALE

6PARTITION TYPES

A102

1226 Union Boulevard

(610) 437-9626

(610) 437-4769

Tel Fax

BRESLIN ARCHITECTS

DRAWN

Allentown, Pennsylvania 18109

MKA / SJB

DESIGNED

CHECKED

SHEET NO.

COMMISSION NO.

DATE

SCALE

03/09/2026

AS NOTED

NO. BY YYYY.MM.DD REVISION

SWIFTWATER, MONROE COUNTY, PENNSYLVANIA

POCONO MOUNTAIN SCHOOL DISTRICT-

EAST TRANSPORATION BUILDING ALTERATIONS

Tel (610) 694-8020

SNYDER HOFFMAN ASSOCIATES

1005 West Lehigh Street Bethlehem, Pennsylvania 18018

MEP ENGINEERS

web: www.snyderhoffman.com REFL CEILING PLANS & ENLARGED PLANS

+8'-0"

+8'-0" +8'-0" +8'-0"

+8'-0"

+8'-6"

+8'-6"

+8'-6"

+8'-6" +8'-0" +8'-0"

+8'-0" +8'-0" +8'-0"

+8'-0"+8'-0"

+8'-0"

+8'-0"

EXP STRUCT

EXP STRUCT

EXP STRUCT

EXP STRUCT

EXP STRUCT

EXP STRUCT

EXP STRUCT

+18'-0"

+20'-6"

+20'-6"

OFFICE

HALL

07.1HALL

WOMEN

OFFICE

STORAGE

RECEPTION

11.1

OFFICE

11.4

OFFICE

11.3

OFFICE

11.2

SERVICE / REPAIR

TLT

04.1

STAFF

SERVICE / REPAIR

OFFICE

SERVICE / REPAIR

STOR

STOR

ELEC

EQUIPMENT

PARTS

OFFICE

WASH

OFFICE

HALL

MEN

A

B

C

1 2

A100

A600

ROOM TITLE &

NUMBER

OFFICE

REFLECTED CEILING

DETAIL

ACOUSTIC PANEL CEILING-

SEE FINISH SCHEDULE

FOR TYPE(S)

CEILING LEGEND

CEILINGS, SOFFITS -

GYPSUM WALLBOARD-

SEE FINISH SCHEDULE

RECESSED LIGHT

FIXTURES- SEE

ELECTRICAL

DRAWINGS FOR

TYPES

LINEAR RECESSED

LIGHT / COVE LIGHT

FIXTURES- SEE

ELECTRICAL DRAWINGS

FOR TYPES.

INDIRECT COVE LIGHT

FIXTURES- SEE

ELECTRICAL DRAWINGS

FOR TYPES

WALL MOUNTED LIGHT

FIXTURES - SEE

ELECTRICAL DRAWINGS

FOR TYPES

EXPOSED HVAC GRILLES -

SEE HVAC DRAWINGS

LINEAR SLOT DIFFUSER -

SEE HVAC DRAWINGS

EXPOSED STEEL LINTEL /

BEAM TO BE PAINTED

WOOD GRILLE SYSTEM

DETAIL NUMBER

SHEET NUMBER

PENDANT MOUNTED

LIGHT FIXTURES -

SEE ELECTRICAL

DRAWINGS FOR TYPES

CEILINGS, SOFFITS -

SYNTHETIC PLASTER

EIFS - SEE FINISH

SCHEDULE

STAGE EQUIPMENT -

SEE STAGE RIGGING

DRAWING

TYPICAL REVEAL /

CONTROL JOINT

(GYPSUM WALLBOARD

OR EIFS)

EXPOSED STEEL

STRUCTURE WITH

INTUMESCENT PAINT

ACOUSTICAL PLASTER

CEILING SYSTEM

SOFFIT / CEILING HEIGHT

ABOVE FINISH FLOOR

1. ALL ACOUSTIC PANEL CEILINGS ARE TO BE CENTERED IN

SPACES PROVIDED FOR PANEL CEILINGS WITH PANELS

EQUALLY CUT ON OPPOSITE SIDES UNLESS OTHERWISE

INDICATED ON THE DRAWINGS.

2. LIGHT FIXTURES ARE TO BE CENTERED IN EACH PANEL

UNLESS OTHERWISE INDICATED ON THE DRAWINGS. SEE

ELECTRICAL SPECIFICATIONS AND DRAWINGS FOR FIXTURE

TYPES AND SIZES.

7. ALL CONTROL JOINTS TO BE CONTINUOUS THROUGH, SOFFITS

AND FASCIA UNLESS NOTED OTHERWISE.

GENERAL REFLECTED

CEILING NOTES:

3. WHERE SURFACE MOUNTED LIGHT FIXTURES ARE USED,

ELECTRICAL CONTRACTOR SHALL CHECK THAT NO DOOR

SWING IS OBSTRUCTED BY ANY LIGHT FIXTURE, INCLUDING

EXIT SIGNS. ELECTRICAL CONTRACTOR SHALL NOTIFY

ARCHITECT PRIOR TO RELOCATING ANY LIGHT FIXTURE.

8. DETAILS, LEGENDS AND NOTES INDICATED ON THIS DRAWING

ARE TYPICAL FOR ALL REFLECTED CEILING PLANS.

4. REFER TO FINISH SCHEDULE FOR ALL CEILING TYPES .

5. REFER TO ELECTRICAL AND MECHANICAL DRAWINGs

FOR LIGHT FIXTURES AND DIFFUSERS NOT INDICATED

ON REFLECTED CEILING PLANS.

6. ALL SOFFIT AND FASCIA DIMENSIONS ON REFLECTED CEILING

PLANS ARE FINISH TO FINISH (UNLESS NOTED OTHERWISE).

4'x4' LAY-IN CEILING

ACOUSTIC SOUND

DIFFUSER PANEL

+14'-4" +12'-0"

C

EXP STRUCT

PARTS (UPPER)

PARTIAL

F

B

D

E

H C

8 A102

5' -2

2'

-1 0"

3' -9

5' -2

/2

3' -7

1'-4" 1'-4"

5' -1

1"

A

G

G

11A

09A

08A

F

B

D

E

H C

D

D

D

H

H

H

BE

6 A102

3' -9

2'

-1 1"

2' -1

1" 2'

-1 1"

1' -5

2'

-6

2' -6

2' -1

1" 2'

-1 1"

8' -8

1'-5"

5' -2

/2

A

G

A

G

A

03A06A

04.1A C

B

D

E

H

J K

L

M 9 A102

3' -9

1'-5"

5' -1

8'-1"

5' -2

/2

1' -1

0"

A

G

G

04A

H

EH

C B

K

B

G A A F

A

B

D

E

G

H

J

C

F

E

K

L

L

J

M

2' -6

3'-4"

6" 4'-0"

2' -7

2' -1

0"

1'-6"

3' -0

"35

3' -6

3' -6

3' -3

34"

3'-6" 4"

42" MIN.

2' -6

1' -1

0"

4' -0

" 5' -0

1' -6

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPOSAL

B-354 - DOUBLE SIDED TO

MOUNT IN TOILET PARTITION

B-3544 - SINGLE UNIT TO

MOUNT SIDE WALL OF

SINGLE COMPATRMENT

ADA /

ACCESSIBLE

WATER CLOSET

ASSEMBLY

STANDARD

LAVATORY

STATION

ADA /

ACCESSIBLE

LAVATORY

STATION

SOAP

DISPENSER

TO

T

O P

O F

D

IS

P E

N S

IN

G

B U

TT

O

N

TO

T

O P

O F

D

IS

P E

N S

IN

G

O P

E N

IN

G

TO

B

O

TT

O M

O F

R E

LE

C

TI

V

E S

U R

FA

C

E

A

LI

G N

W

IT

H A

C C

E S

S

IB

LE

LA

V M

IR

R

O R

24" MIN TO 36" MAX

TO TP DISPENSER

OPENING

NOTE:

1. ALL ACCESSIBLE WATER CLOSETS SHALL HAVE FIXTURES AND ACCESSORIES INSTALLED IN COMPLIANCE WITH ANSI/ ICC A117-2009.

PAPER TOWEL DISPENSER

SANITARY NAPKIN DISPOSAL BOBRICK B-354 / B-3544 INSTALL IN GANG TOILETS

& SINGLE USER WHERE SHOWN

HAND SOAP DISPENSER

SEE FIXTURE AND

ACCESSORY ELEVATIONS

SYMBOL DESCRIPTION MFR MODEL # MOUNTING

HEIGHT REMARKS

TOILET ACCESSORY SCHEDULE

18" X 36" MIRROR

STRAIGHT GRAB BAR (42")

STRAIGHT GRAB BAR (18") SEE FIXTURE AND

ACCESSORY ELEVATIONS SATIN ENDS AND FLANGE

SATIN ENDS AND FLANGE

TOILET TISSUE DISPENSER

BOBRICK B-165-1836

BOBRICK B-5806 X 42"

STRAIGHT GRAB BAR (48") SATIN ENDS AND FLANGEBOBRICK B-5806 X 48"

SEE FIXTURE AND

ACCESSORY ELEVATIONS

SEE FIXTURE AND

ACCESSORY ELEVATIONS

SEE FIXTURE AND

ACCESSORY ELEVATIONS

SEE FIXTURE AND

ACCESSORY ELEVATIONS

SEE FIXTURE AND

ACCESSORY ELEVATIONS

30" TO BOT. OF DISPENSER

AT NON-ADA TOILETS

SEE FIXTURE AND

ACCESSORY ELEVATIONS

BOBRICK B-5806 X 18"

ADA BENCH SEAT

SUPPLIED BY OWNER

INSTALLED BY GC

ADA /

ACCESSIBLE

WATER CLOSET

ASSEMBLY

STANDARD

WATER

CLOSET

ADA / ACCESSIBLE

URINAL

STANDARD

URINAL

STANDARD

TOILET TISSUE

DISPENSER

SUPPLIED BY OWNER

INSTALLED BY GC

SUPPLIED BY OWNER

INSTALLED BY GC

COAT / STORAGE

COAT / STORAGE

GLARO - 8000B-SA-24

GLARO - 8000B-SA-78

STANDARD

COAT /

STORAGE

ADA /

ACCESSIBLE

COAT /

STORAGE

ADA /

ACCESSIBLE

BENCH

SEE FIXTURE AND

ACCESSORY ELEVATIONS

SEE FIXTURE AND

ACCESSORY ELEVATIONS

SEE FIXTURE AND

ACCESSORY ELEVATIONS

WB MANUFACTURING

LBSBKT20042

PEDESTAL BENCH SEAT N/AWB MANUFACTURING

LBSMP1260SS

STAINLESS STEEL BRACKETS

STAINLESS STEEL PEDESTALS

1'-3" 1'-7"1'-3"

AAA

G G F

1'-3" 1'-7"

A

G

F

1'-6"

F

1'-3" 1'-3"

A

G G

A

PLAN

NORTH

SCALE: 1/8" = 1'-0" 1FIRST FLOOR REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0" 2SECOND FLOOR REFLECTED CEILING

SCALE: 1/4" = 1'-0" 3ENLARGED PLAN: MEN 09

SCALE: 1/4" = 1'-0" 4ENLARGED PLAN: WOMEN 06

SCALE: 1/4" = 1'-0" 5STAFF 04, TLT 04.1

PLUMBING FIXTURE & ACCESSORY MOUNTING STANDARDS

SCALE: 1/4" = 1'-0" 6ELEVATION

SCALE: 1/4" = 1'-0" 9ELEVATION

SCALE: 1/4" = 1'-0" 7ELEVATION

SCALE: 1/4" = 1'-0" 8ELEVATION

ENLARGED PLAN:

DRAWN

DESIGNED

CHECKED

SHEET NO.

COMMISSION NO.

DATE

SCALE

NO. BY YYYY.MM.DD REVISION

SWIFTWATER, MONROE COUNTY, PENNSYLVANIA

POCONO MOUNTAIN SCHOOL DISTRICT-

EAST TRANSPORATION BUILDING ALTERATIONS

03/09/26

HOT WATER (H)

GAS (G)

HOT WATER RETURN (R)

TEMPERED WATER (T)

GAS (G 2psi)

COLD WATER (C)

WATER PIPING

LEGEND

VENT (V)

RAINWATER (RW)

CONDENSATE DRAIN (CD)

SANITARY (SAN)

WASTE (W)

DRAIN (D)

STORM WATER (ST)

DRAINAGE PIPING

LEGEND

COMPRESSED AIR (CA)

OIL SANITARY (OSAN)

AIR GAP FITTING

CLEANOUT - WALL CLEANOUT

FLOOR DRAIN - FUNNEL

FLOOR DRAIN - INDIRECT

FLOOR DRAIN - ROUND

FLOOR DRAIN - SQUARE

FLOOR SINK - FULL GRATE

FLOOR SINK - HALF GRATE

FLOOR SINK - NO GRATE

FLOOR SINK -3 4 GRATE

ROOF DRAIN - TYPICAL

ROOF DRAIN - EMERGENCY

PLUMBING DRAIN & VENT LEGEND

ADA SYMBOL

CONNECT TO EXISTING

DEMOLITION SYMBOL

CALLOUT TAG

DEMOLITION NOTE TAG

INVERT ELEVATION TAG

PLUMBING DRAWING NOTE TAG

PLUMBING FIXTURE TAG

CONSTRUCTION REVISION ITEM TAG

PLUMBING TAG LEGEND

FLOW ARROWS

PIPE CAP

PIPE CROSS

PIPE DROP

PIPE RISE

PIPE STACK

PIPE TEE RISE

PLUMBING MISC. PIPING LEGEND

DWG#

WCO

RD

ERD

ADDENDA REVISION ITEM TAG

CONSTRUCTION REVISION ITEM TAG#

PLUMBING/FIRE PROTECTION PIPING SPECIALTIES

LEGEND

ANCHOR - PIPE

VALVE - BALL VALVE - NORMALLY OPEN

VALVE - BALL VALVE - NORMALLY CLOSED

VALVE - BUTTERFLY VALVE

VALVE - CHECK VALVE

COMPRESSED AIR OUTLET

VALVE - CIRCUIT SETTER VALVE

VALVE - GAS COCK

GAS REGULATOR

VALVE - GATE VALVE

PRESSURE GAUGE W/VALVE

VALVE - GLOBE VALVE

GUIDE, PIPE

HOSE BIBB

MANUAL BALANCING VALVE

NON FREEZE WALL HYDRANT

VALVE - OS&Y VALVE

PRESSURE REGULATOR

RECIRCULATING PUMP

SHOCK ABSORBER

VALVE - SOLENOID VALVE

STRAINER

TEMPERING VALVE

THERMOMETER

UNION, PIPE

A

GA

G

TH

VALVE IN VERTICAL PIPING

BACKFLOW PREVENTER - DOUBLE CHECK ASSEMBLY

BACKFLOW PREVENTER - REDUCED PRESSURE ZONE

VENT THRU ROOF - TYPICAL

VENT THRU ROOF - ACID

EMERGENCY RAIN WATER OUTLET

CLEANOUT - FLOOR CLEANOUT

CLEANOUT - AB. CEILING CLEANOUT

EXPANSION FITTINGS

PIPE TEE DROP

CONTINUATION

FIXT

GREASE WASTE (GW)

GREASE SANITARY (GSAN)

PLUMBING GENERAL NOTES

1.

Provide all labor, material, and equipment required for the completion and operation of all systems specified within the Division 22 specification sections and Plumbing drawings of work in accordance with all applicable codes including but not limited to PA Uniform Construction Code (PA-UCC), International Plumbing Code (IPC), ICC/ANSI A117.1 - Accessible and Usable Buildings and Facilities, International Building Code (IBC), International Fuel Gas Code (IFGC). Verify the latest adopted code editions and any additional adopted amendments with the Local Authority Having Jurisdiction(AHJ) Prior to beginning work.

2.

Coordinate connection of all Water, Sewer, and Gas utility services with the associated Utility provider. Coordination includes but is not limited to: pre-installation verification of all required connection/ valving details, arrangements and performing of all required tests and inspections, supports/base pads for meter installation, and final service activation.

3. Provide a complete domestic water, gas and waste/vent systems to all fixtures and or equipment requiring such. verify all rough-in locations and coordinate piping locations with work under other divisions of the specifications to avoid conflicts.

4.

Provide all plumbing fixtures and appliances complete with all required supplies, stops, valves, faucets, drains, traps, tail pieces, escutcheons, etc. All fixture traps shall be semi-cast style, removable and/or provided with access for cleanout. All stops and shutoff valves shall be quarter turn style and installed in a readily accessible locations.

5. All plumbing fixtures, equipment, and materials shall be new and shall fit the space available. Verify dimensions at site are adequate prior to order of any materials.

6. All piping, apparatus, equipment, etc. shall be properly supported, braced vertically and horizontally in accordance with applicable codes and as required to prevent excessive movement during seismic conditions.

7. Do not scale the plans. See architectural plans for exact location of doors, windows, fixtures, wall dimensions, equipment, devices, etc. Coordinate exact locations of fixtures, equipment, specialties, and piping in field prior to rough-in.

8.

All valves, cleanouts, plumbing specialties, etc., shall be so located and installed to permit access for service without damage to building or finished materials. Where plumbing appurtenances are installed in inaccessible locations the P.C.

shall furnish access panels to the G.C. for installation in finished wall or ceiling construction to permit access.

9.

In addition to cleanouts indicated on the plumbing drawings, provide cleanouts at base of all waste and rainwater stacks, at all changes in direction of piping in excess of 45 degrees and every 50 feet. Floor cleanouts shall be installed flush with finished floor. All cleanouts shall be so located and installed to permit access for service without damage to building or finished materials, wall cleanouts shall be minimum 18" A.F.F. Wall cleanouts covers shall be stainless steel or where directed by architect provide primer painted steel cover plates to receive final painted finish, same as wall finish. (final paint by G.C.)

10.

All fixture trim, including faucets, flush valves, strainers, escutcheons, stops, drainage traps, tubular drainage piping or visible hangers shall be made of brass and shall be polished chrome plated. Plastic, zinc or white metal will not be acceptable. All tubular drain piping shall be min. 17 ga. thick or semi-cast chrome plated brass, with chrome plated brass nuts and escutcheons. All water supply connection tubing shall be flexible chrome plated copper with chrome plated commercial grade, quarter turn stops.

11. Drainage and vent piping systems, and water distribution piping systems shall be tested with air or water in accordance with IPC Section 312. Coordinate and schedule all required testing with local A.H.J. prior to testing.

12. Sanitize domestic water piping in accordance with IPC requirements, Local Health Department, and American Water Works Association's (AWWA) specifications. Provide Final reports and test results to Owner.

13. All domestic water piping shall be hung level without pitch unless noted otherwise on plans.

14.

Protect copper piping against contact with dissimilar metals. All hangers, supports, anchors, and clips shall be copper or copper plated. Where copper piping is carried on iron trapeze hangers with other piping, satisfactory and permanent electrolytic isolation material shall prevent contact with other metals.

15.

Protect copper piping against contact with all masonry. Where copper is sleeved through masonry, copper or red brass sleeves shall be used. Where copper must be concealed in or against masonry partitions, contact shall be prevented by coating the copper heavily with asphaltic enamel and #15 asphalt saturated felt between the pipe and the masonry partition.

16. Install piping in areas not subject to freezing temperatures. Water piping in exterior walls shall be installed on conditioned side of the wall insulation.

17. Provide shock absorbers, supplies and stops at each fixture as required by IPC and additionally as noted on the plans. All shock absorbers shall be installed in accessible locations.

18. Provide drain valves at all low points of domestic water piping systems for complete drainage and indicate location of same on record drawings.

19. Provide vacuum breakers as required by code.

20. Vent all plumbing fixture drains in accordance with all applicable codes.

21. Verify all fixture mounting heights with architectural interior elevations, schedules, etc. prior to fixture installation. Verify locations of Accessible fixtures and install in strict accordance with ICC/ANSI A117.1 requirements.

22.

Provide sleeves at all wall/floor penetrations. Coordinate sleeves with GC for installation in wall/floor construction. In exposed areas provide chrome plated escutcheons at pipe penetrations.

Seal all fire rated floor and wall penetrations with fire stopping materials as specified in the Div. 7 specifications. Where firestopping materials are not specified in Div. 7, provide firestopping materials U.L. listed for use and as manufactured by 3m or equal.

23. Shutoff valves installed in domestic water piping systems shall be ball valve style. Ball valves shall be furnished with full port design, blowout proof stem, insulated extension handles, and stainless steel or chrome plated ball.

24.

Insulate all domestic water piping as noted in Div. 22 specifications and in accordance with minimum thickness specified in IECC Section C404 and Table C403.11.3. Insulate all vertical and horizontal above slab rainwater and emergency rainwater piping as noted in Div. 22 specifications.

25. Seal all fixtures to walls, floor, counters, etc. using a sanitary-type one-part, mildew resistant, silicone sealant. match sealant color to fixture color.

26. Install all underground sanitary/storm piping at 2% slope unless noted otherwise).

27. Install all above ground waste, rainwater, emergency rainwater piping at 2% slope (unless noted otherwise).

28. Install all above ground vent piping at 1% slope (unless noted otherwise).

29. Install all above ceiling cleanouts in locations above accessible ceiling construction. Coordinate exact locations in field. No cleanouts shall be installed within plenum ceilings.

30.

Coordinate all equipment floor drain and floor sink locations with the work of all other trades and with associated equipment in filed prior to rough in. Coordinate all general area floor drains with architectural plans and with G.C. in field prior to rough-in.

31. Provide all floor drains with P-traps and trap seal protection. Provide mechanical trap seals as approved by IPC. Where required by local AHJ, provide trap primers and floor drains with threaded tap for primer connection.

32.

Install cleanouts to grade at all locations where storm and sanitary laterals exit building. Contractor shall coordinate required invert elevations with site contractor prior to installation, and make final connection to site Sanitary/Storm piping with all required fittings.

33.

Verify all "Accessible" toilet locations on Architectural plans. Installation of flushing lever actuator shall comply with ANSI A117.1 and shall be mounted on the accessible (wide) side of toilet areas no more than 44 inches above the finished floor.

Coordinate rough-ins of all supplies, flush valves, sensors, etc., to avoid conflict with grab bars or other toilet accessories.

34. All piping and materials installed within return air plenum spaces shall conform to the flame spread and smoke developed limits of ASTM E84 or must be wrapped with U.L. Listed plenum rated fireproofing material.

35.

In finished spaces with exposed structure, provide and install 1" thick "fiberglass insulation with all-service jacket" in lieu of insulation specified. Prep and paint pipe insulation in color selected by Architect. In finish spaces with exposed vertical insulated piping, provide stainless steel protective jacket to minimum 10ft. above finish floor.

36. All fixture trim, including faucets, strainers, escutcheons, stops, waste traps, visible waste piping or visible hangers shall be made of brass and shall be polished chrome plated. Plastic, zinc or white metal will not be acceptable.

37.

Install all horizontal and vertical piping in a neat arrangement in locations coordinated with the work of other trades. Vertical piping risers and drops to fixtures shall be coordinated and installed within chases, walls, soffits and coordinated with other mechanical / electrical feeds. All such locations are to be coordinated between all trades prior to installation. Locations requiring piping to be installed exposed in finished spaces shall be reviewed with the Owner Representative and Architect in field prior to installation.

38. Provide domestic water heater temperature / pressure relief valves with discharge piped full size to the nearest approved floor drain or waste receptor.

40. At all locations where indirect/special waste connections are indicted or called for by the plumbing drawings, the installation of such connections shall be in strict compliance with IPC Chapter 8.

41.

At all locations associated with fixtures, equipment, etc. which could discharge waste water in excess of 140F (Boiler Rooms, Commercial Kitchens, etc.), provide cast iron waste / sanitary piping (hub and spigot if below grade and no-hub if located above grade). Cast iron piping shall be installed minimum 25 ft. beyond the most downstream fixture connection.

43.

All rainwater and waste piping drops to below grade within the building shall start at minimum (-) 1’0” below finished floor elevation with the first elbow connection below bottom of floor slab (unless noted otherwise). Where floor cleanouts are provided minimum starting pipe elevation shall be (-) 1’6” (unless noted otherwise).

45.

All piping penetrations through exterior wall shall be sealed weathertight. Piping penetrations entering the building through foundation walls shall be sleeved and provided with Link Seal Thunderline annular space seals. Below slab piping penetrations though walls or wall footings shall be provided with sleeves that are minimum 2 nominal pipe sizes larger than the piping in accordance with IPC requirements.

46. Provide corrosion inhibiting epoxy paint and primer on all exterior gas piping. Clean and prep piping surface prior to application. Verify color to be used with architect prior to application.

PLUMBING ABBREVIATION LEGEND

AAC Above Accessible Ceiling G Gas

AFF Above Finished Floor G.C. General Contractor

AFG Above Finished Grade

AB Above

GV Gas Valve

H / HW Hot Water

H.C. Heating Contractor

HB Hose Bibb

HR Hose Reel

BF Below Floor

BFG Below Finished Grade

HWR / R Hot Water Return

BFP Backflow Preventer

I.E. / Inv. Invert Elevation

BV Balancing Valve

C / CW Cold Water

C.O. Clean Out

CA Compressed Air LAV Lavatory

LPG Liquid Petroleum Gas/Propane

MAX MaximumConn. Connection MIN MinimumCoord. Coordinate MR Mop ReceptorCTE Connect To Existing

NFWH Non-Freeze Wall Hydrant

NG Natural Gas

D Drain

NT Neutralizing Tank DBF Down Below Floor

OS Oil Sanitary

P.C. Plumbing Contractor

DN Down

DWG Drawing

DWH Domestic Water Heater

E.C. Electrical Contractor R Return Piping (Hot Water)

E.T.R. Existing To Remain RCP Re-circulating Pump

Ea. Each RD / ORD Roof Drain / Overflow Roof Drain

ES or EEW Emerg. Eyewash RW Rain Water

RWC Rainwater ConductorERD Emerg. Roof Drain

RWS Rain Water Stack

S.F./Sq. Ft. Square Foot

SA Shock Absorber

ETV Emerg. Tempering Valve

SAN Sanitary

EWC Electric Water Cooler

ST Storm

T.B.R. To Be Removed

FCO Floor Cleanout

TV Tempering Valve

FD Floor Drain

TYP. Typical

UR Urinal

V VentV.I.F. Verify In Field

V.T.R. Vent Through Roof

W Waste

WC Water Closet

WCO Wall Cleanout

(e) EXISTING PIPING

(n) NEW PIPING

SHOCK ABSORBER SCHEDULE

SIOUX CHIEF

PDI RATING FIXTURE

UNITS MODEL NUMBER

AA 1-3 660 Series

A 4 - 11 652-A / 6520-AS

B 12 - 32 653-B / 653-BS

C 33 - 60 654-C / 654-CS

D 61 - 113 655-D / 655-DS

E 114 - 154 656-E / 656-ES

F 155 - 330 657-F / 657-FS

SHOCK ABSORBER SCHEDULE

J.R. SMITH

PDI RATING FIXTURE

UNITS MODEL NUMBER

A 1 - 11 5005

B 12 - 32 5010

C 33 - 60 5020

D 61 - 113 5030

E 114 - 154 5040

F 155 - 330 5050

SHOCK ABSORBER SCHEDULE

ZURN

PDI RATING FIXTURE

UNITS MODEL NUMBER

A 1 - 11 10

B 12 - 32 200

C 33 - 60 300

D 61 - 113 400

E 114 - 154 500

F 155 - 330 600

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NFPA 13 NATIONAL FIRE PROTECTION ASSOCIATION -

STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS; 2021 EDITION OR MOST RECENT EDITION

ADOPTED BY AUTHORITY HAVING JURISDICTION,

INCLUDING ALL APPLICABLE AMENDMENTS AND

SUPPLEMENTS.

NFPA 101 NATIONAL FIRE PROTECTION ASSOCIATION - CODE

FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND

STRUCTURES; 2021 EDITION OR MOST RECENT

EDITION ADOPTED BY AUTHORITY HAVING

JURISDICTION, INCLUDING ALL APPLICABLE

AMENDMENTS AND SUPPLEMENTS.

REFERENCED DESIGN STANDARDS

PA - UCC PENNSYLVANIA UNIFORM CONSTRUCTION CODE;

IBC ICC - INTERNATIONAL BUILDING CODE; 2021

IFGC ICC - INTERNATIONAL FUEL GAS CODE; 2021

(LPG REQUIREMENTS SUPERCEDED BY THE REQUIREMENTS OF

PENNSYLVANIA'S PROPANE AND LIQUEFIED PETROLEUM GAS

ACT)

IMC ICC - INTERNATIONAL MECHANICAL CODE; 2021

IPC ICC - INTERNATIONAL PLUMBING CODE; 2021

IFC ICC - INTERNATIONAL FIRE CODE; 2021

(AS REFERENCED IN INTERNATIONAL BUILDING CODE)

IECC ICC - INTERNATIONAL ENERGY CONSERVATION CODE;

DESIGN CODE REFERENCES

P000

CX

CX AS NOTED

CX

W V C H

PLUMBING FIXTURES AND ROUGH-IN PLUMBING ROUGH - IN

P.C. SHALL FIELD VERIFY ALL ADA TOILET LOCATIONS. INSTALLATION OF FLUSHING LEVER ACTUATOR SHALL COMPLY WITH ANSI 117.1 FLUSH CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44 INCHES ABOVE THE FLOOR

See Specifications Refer to Architectural interior elevations for ADA requirements 1-1/2" 1/2" 1/2"

Women 06 Men 09

Locker 04 LAV-1 Vitreous China: White

FIXTURE

SYMBOL FIXTURE…