17102_01-18-24_Critzer, Snowville Security Vestibules Bid.pdf

PDF 1 MB Posted Jan 18, 2024

Attached to: Elementary Vestibule Project
Solicitation number: 56739
Issued by: Pulaski County, Virginia

About this file

Written by GovTribe AI · Apr 2, 2024

This document is an Invitation to Bid (ITB) for the construction of Security Vestibules at five elementary schools in Pulaski County, Virginia. The project includes the installation of new security vestibules within two existing elementary schools - Critzer Elementary School and Snowville Elementary School. The scope of work involves demolition and new construction activities. The ITB was issued on January 18, 2024, with a bid submission deadline of January 18, 2024. The project is classified as a Construction Type IIB Occupancy, with Critzer Elementary not fully sprinklered and Snowville Elementary not fully sprinklered per NFPA 13. The maximum travel distances, interior finish requirements, and occupancy load summaries are provided in the document.

The ITB specifies that the successful bidder must comply with various codes and regulations, including the 2018 Virginia Construction Code, 2018 Virginia Existing Building Code, and the 2010 ADA Standards for Accessible Design. Pricing terms, set-asides, incumbent information, and funding details are not provided in the document. The ITB requires the contractor to coordinate with the owner and other trades to ensure a successful project completion.

View the file

Other files

File	Type	Posted
17102 Project Manual Issued for Bids 01 18 24.pdf	PDF	Jan 18, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

PROJECT DESCRIPTION:

PROJECT INCLUDES THE INSTALLATION OF NEW SECURITY VESTIBULES WITHIN TWO

EXISTING ELEMENTARY SCHOOLS IN PULASKI COUNTY, VIRGINIA.

CODES & REGULATIONS

2018 VIRGINIA CONSTRUCTION CODE (VCC), PART 1 OF THE VIRGINIA UNIFORM

STATEWIDE BUILDING CODE (VUSBC),

2018 VIRGINIA EXISTING BUILDING CODE (VEBC)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

KENTUCKY

TENNESSEE

NORTH CAROLINA

VIRGINIA

WEST

VIRGINIA

WASHINGTON

D.C.

NASHVILLE

FRANKFORT

CHARLESTON

RICHMOND

RALEIGHKNOXVILLE

CHATTANOOGA

ASHEVILLE

CHARLOTTE

ROANOKE

BLUEFIELD

TAZEWELL

ABINGDON

BRISTOL

BIG STONE GAP

HARLAN

NORTON

RICHLANDS

GRUNDY

PRINCETON

LEXINGTON

SECURITY VESTIBULES FOR

PULASKI AND HIWASSEE VIRGINIA

PULASKI COUNTY PUBLIC SCHOOLS

PREPARED FOR

SNOWVILLE

ELEMENTARY

SCHOOL

PROJECT LOCATION

FOR ELECTRICAL ONLYFOR ARCHITECTURAL &

LIFE SAFETY ONLY

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

VICINITY MAP

726 Auburn Avenue

Radford, Virginia 24141

P: (540) 633-1897

F: (540) 633-1896 www.T-L.com

EST. 1956 LOCATION MAP

P M

C U s e rs

\k a th ry n fo s te r\ D o c u m e n ts

C ri tz e r, S n o w v ill e S e c u ri ty

V e s ti b u le s v k fo s te rW N

B .r v t

G001

L E

S H

E E

S E

C U

Y V

E S

U L E

S F

O R

C R

E R

N O

W V

L E

E L E

M E

N T

A R

Y S

C H

O O

L S

17102

01/18/2024

PROJECT NO.: 17102

01/18/2024

ISSUED FOR BID

KCF

EFS

CRITZER & SNOWVILLE ELEMENTARY SCHOOLS

CRITZER

ELEMENTARY

SCHOOL

SHEET INDEX

SHEET NAME SHEET NUMBER

GENERAL

TITLE SHEET G001

PROJECT INFORMATION AND DATA G002

ARCHITECTURAL

CRITZER ELEMENTARY SCHOOL DEMOLITION & NEW WORK PLANS A101

CRITZER ELEMENTRY SCHOOL REFLECTED CEILING PLAN & INTERIOR ELEVATIONS A102

SNOWVILLE ELEMENTARY SCHOOL DEMOLITION & NEW WORK PLANS A103

SNOWVILLE ELEMENTARY REFLECTED CEILING PLAN & INTERIOR ELEVATIONS A104

DOOR AND FINISH SCHEDULES, NOTES, AND LEGEND A601

STOREFRONT ELEVATIONS A602

ELECTRICAL

ELECTRICAL LEGEND, GENERAL NOTES, ABBREVIATIONS AND DETAIL E001

CRITZER ELEMENTARY SCHOOL DEMOLITION & NEW WORK PLANS E101

CRITZER ELEMENTRY SCHOOL LIGHTING PLAN E102

SNOWVILLE ELEMENTARY SCHOOL DEMOLITION & NEW WORK PLANS E103

SNOWVILLE ELEMENTARY SCHOOL LIGHTING PLAN E104

100 CRITZER DRIVE

PULASKI, VA 24301

4858 LEAD MINE ROAD

HIWASSEE, VA 24347

N o

D a te

P u rp o se o f D o cu m e n t

Is su e

01/18/2024

BUILDING AREA SUMMARY

CRITZER ELEMENTARY

EXISTING BUILDING AREA:

RENOVATION AREA:

82,350 SF

843 FT

SNOWVILLE ELEMENTARY

EXISTING BUILDING AREA:

RENOVATION AREA:

38,845 SF

963 FT

CODES & REGULATIONS

2018 VIRGINIA CONSTRUCTION CODE (VCC), PART 1 OF THE VIRGINIA UNIFORM

STATEWIDE BUILDING CODE (VUSBC),

2018 VIRGINIA EXISTING BUILDING CODE (VEBC)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

FIRE-RESISTANCE RATING

REQUIREMENTS

BUILDING ELEMENT

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS (HOURS)

FIRE RATING

(EXCERPT FROM VUSBC TABLE 601, UON)

BEARING WALLS

EXTERIOR

INTERIOR

0 HR

CONSTRUCTION TYPE: IIB

PRIMARY STRUCTURAL FRAME 0 HR

NONBEARING WALLS & PARTITIONS

EXTERIOR (VUSBC TABLE 602) 0 HR

NONBEARING WALLS & PARTITIONS

INTERIOR 0 HR

FLOOR CONSTRUCTION & SECONDARY MEMBERS 0 HR

ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HR

BUILDING ELEMENT FIRE RATING

MISCELLANEOUS FIRE-RESISTANCE RATING REQUIREMENTS

CORRIDORS (VUSBC TABLE 1020.1) 1 HR *

* 1 HOUR REQUIRED AT CRITZER AND SNOWVILLE ELEMENTARY

GENERAL INFORMATION

SECURITY VESTIBULES AT FIVE ELEMENTARY SCHOOLS IN PULASKI COUNTY, VA

SCOPE:

CONSTRUCTION CLASSIFICATION:

CONSTRUCTION TYPE: IIB

OCCUPANCY:

DESCRIPTION: EDUCATION

OCCUPANCY CLASSIFICATION: E

CRITZER ELEMENTARY IS NOT FULLY SPRINKLERED PER NFPA 13

SNOWVILLE ELEMENTARY IS NOT FULLY SPRINKLERED PER NFPA 13

CRITZER AND SNOWVILLE ELEMENTARY MAXIMUM

TRAVEL DISTANCES:

COMMON PATH OF TRAVEL (VUSBC 1006.2.1):

EXIT ACCESS TRAVEL DISTANCE (VUSBC

TABLE 1017.2):

DEAD ENDS (VUSBC 1020.4):

75 FT MAX

200 FT MAX

20 FT MAX

INTERIOR FINISH REQUIREMENTS:

CORRIDOR WALLS & CEILINGS (VUSBC TABLE 803.13):

-CLASS B

FLOORS (VUSBC 804.4.2):

-CLASS II

FLAME SPREAD INDEX 76-200

SMOKE-DEVELOPED INDEX 0-450

ROOM & ENCLOSED SPACE WALLS & CEILINGS (VUSBC TABLE 803.13):

-CLASS C

FLAME SPREAD INDEX 76-200

SMOKE-DEVELOPED INDEX 0-450

CRITICAL RADIANT FLUX NOT LESS THAN 0.22 WATTS/CM

ASBESTOS CONTAINING MATERIALS AND/OR PAINTS CONTAINING LEAD SHALL

NOT BE USED IN ANY FORM ON THE PROJECT.

EXIT ENCLOSURES & EXIT PASSAGEWAYS (VUSBC TABLE 803.13):

-CLASS A

FLAME SPREAD INDEX 26-75

SMOKE-DEVELOPED INDEX 0-450

OCCUPANCY LOAD SUMMARY

CALCULATED PER VUSBC TABLE 1004.1.2 (SEE EXCERPT BELOW) OR ACTUAL NUMBER

OF OCCUPANTS SCHEDULED, WHICHEVER IS GREATER.

NOTE: EXISTING OCCUPANT LOAD DOES NOT CHANGE WITH RENOVATIONS.

A101A

CONSTRUCTION NOTE DESIGNATION

TOILET & BATH ACCESSORY DESIGNATION

A101

ROOM NAME

PARTITION TYPE DESIGNATION

NEW CONSTRUCTION

EXISTING CONSTRUCTION

EXISTING TO BE DEMOLISHED

DOOR/OPENING NUMBER DESIGNATION

ROOM NUMBER DESIGNATION

FLOOR LEVEL

SUFFIX AT MULTIPLE

DOOR/OPENING LOCATIONS

DOOR/OPENING NUMBER

BUILDING AREA

ROOM NUMBER

BUILDING AREA

FLOOR LEVEL

DEMOLITION NOTE DESIGNATION

E00 WINDOW TYPE DESIGNATION

(E=EXTERIOR / I=INTERIOR)

1 REVISION NUMBER DESIGNATION

A101A101

1 SIM

SECTION CUT DESIGNATION

(DETAIL DESIGNATION SIMILAR)

NUMBER INDICATES

SECTION OR DETAIL

SHEET NUMBER WHERE

SECTION OR DETAIL IS

DRAWN

SHEET NUMBER WHERE

SECTION OR DETAIL IS

TAKEN

ELEVATION DESIGNATION

SIM A101

A101

SIM1

A101

NUMBER INDICATES ELEVATION

SHEET NUMBER WHERE

ELEVATION IS TAKEN

SHEET NUMBER WHERE

ELEVATION IS DRAWN

INTERIOR

ELEVATION

EXTERIOR

ELEVATION

MATCHLINE

0'-0"

SPOT ELEVATION

00 COLUMN LINE/HEAD

DATUM LINE

LEVEL

0'-0"

AREA 'A'

KEY PLAN AREA

ARCHITECTURAL LEGEND

XX-00

OPENING FRAME DESIGNATION

NUMBER

MATERIAL

PLAN NORTH

NORTH ARROW

(REFER TO CIVIL PLAN SHEETS FOR TRUE NORTH WHEN

APPLICABLE TO THE PROJECT)

AREA 'B'

A101, A102...

ADDITIONAL

SHEET

REFERENCES

GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL BE PERFORMED IN OBSERVANCE OF LOCAL, STATE, AND FEDERAL CODES

AND REGULATIONS.

2. EXISTING CONDITIONS SHOWN HEREIN WERE TAKEN FROM SITE OBSERVATIONS AND

COMPLETE OR PARTIAL SETS OF ORIGINAL DESIGN DRAWINGS WHEN MADE AVAILABLE. ANY

DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL BUILT CONDITIONS ARE TO BE

REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.

3. LOOSE FURNISHINGS, APPLIANCES, AND EQUIPMENT ARE NOT INCLUDED WITHIN THIS

PROJECT'S SCOPE (NIC), UNLESS OTHERWISE NOTED.

4. DO NOT "SCALE" DRAWINGS. USE DIMENSIONAL INFORMATION PROVIDED ONLY. FOR

DIMENSIONS NOT SHOWN OR IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION

FROM ARCHITECT PRIOR TO PROCEEDING.

5. ALL DIMENSIONS ARE MEASURED TO FACE OF GWB OR MASONRY CONSTRUCTION UNLESS

OTHERWISE NOTED.

6. ALL DIMENSIONS NOTED AS "CLEAR," ARE FROM FACE OF FINISH TO FACE OF FINISH.

7. PROVIDE CONCEALED WOOD BLOCKING AT LOCATIONS OF WALL-MOUNTED EQUIPMENT,

CASEWORK, SHELVING.

8. ALL DOORS LOCATED IN STUD PARTITIONS ARE TO BE LOCATED 4" FROM AN ADJACENT WALL

TO THE BACK OF THE FRAME OR CENTERED BETWEEN 2 ADJACENT WALLS UNLESS

OTHERWISE NOTED.

9. ALL DOORS LOCATED IN MASONRY CONSTRUCTION ARE TO BE LOCATED 8" FROM AN

ADJACENT WALL OR CENTERED BETWEEN 2 ADJACENT WALLS UNLESS OTHERWISE NOTED.

10. PROVIDE MINIMUM 1'-6" CLEAR ON PULL SIDE OF DOORS BETWEEN JAMB AND

INTERSECTING WALL ON LATCH SIDE OF DOOR. PROVIDE 1'-0" CLEAR ON PUSH SIDE OF DOOR

BETWEEN JAMB AND INTERSECTING WALL ON LATCH SIDE OF DOOR FOR ALL DOORS WITH

BOTH A LATCH AND A CLOSER.

CONCRETE

MASONRY UNIT

CONCRETE

STONE VENEER

FACE BRICK

GYPSUM WALLBOARD

METAL/WOOD STUD

INSULATION - BATT

INSULATION - RIGID

STEEL

CAVITY DRAINAGE

MATERIAL

FINISH CARPENTRY

EARTH

GRAVEL

PLYWOOD

GROUT

INSULATION - SPRAY

ROUGH CARPENTRY

BLOCKING

ALUMINUM

MATERIAL LEGEND

GENERAL DEMOLITION NOTES:

1. ANY DISCREPANCIES BETWEEN ITEMS NOTED FOR DEMOLITION AND ACTUAL FIELD CONDITIONS

ARE TO BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF DEMOLITION.

2. DO NOT REMOVE OR DEMOLISH ANY LOAD-BEARING BUILDING ELEMENTS WITHOUT FIRST

CONTACTING THE ARCHITECT/STRUCTURAL ENGINEER.

3. REMOVE AND/OR CAP OFF ANY MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS

CONTAINED WITHIN CONSTRUCTION SCHEDULED TO BE REMOVED. CAP OFF BEHIND FACE OF

EXISTING WALLS INDICATED TO REMAIN OR BELOW THE FLOOR SLAB. COORDINATE THESE

REQUIREMENTS WITH MECHANICAL, PLUMBING, AND ELECTRICAL REQUIREMENTS. REFER ALSO

TO CUT AND PATCH REQUIREMENTS IN THE PROJECT MANUAL.

4. LEGALLY DISPOSE OF ALL MATERIALS ASSOCIATED WITH SELECTIVE DEMOLITION WORK UNLESS

OTHERWISE NOTED TO BE PROVIDED TO OWNER OR SALVAGED FOR REUSE.

5. COORDINATE ANY REQUIRED TEMPORARY UTILITY OR SERVICE SHUT-OFF WITH OWNER AND

OTHER REQUIREMENTS FOUND IN THE CONTRACT DOCUMENTS.

6. PERFORM DEMOLITION WORK IN SUCH A WAY AS TO MINIMIZE DISTURBANCES WITHIN THE

EXISTING FACILITY.

7. WHERE NEW UTILITIES OR SERVICES ARE RUN ABOVE CEILINGS IN AREAS OF THE EXISTING

FACILITY, REMOVE ONLY AS MUCH EXISTING CEILING SYSTEM AS REQUIRED FOR INSTALLATION.

REINSTALL REMOVED CEILING SYSTEM ONCE ABOVE CEILING WORK IS COMPLETE. REPLACE

CEILING PANELS AND/OR GRID DAMAGED BY SELECTIVE DEMOLITION WORK.

8. SALVAGE ALL EXISTING FINISH HARDWARE FROM DEMOLISHED DOORS & FRAMES. TURN

SALVAGED HARDWARE OVER TO OWNER.

9. NOTE CENTERED WITHIN A GIVEN SPACE: THIS IMPLIES THAT THE NOTED CONSTRUCTION IS TO

BE REMOVED FROM FLOOR TO CEILING ON ALL WALLS TO REMAIN IN THE ORIGINAL SPACE.

10. NOTE WITH LEADER: THIS IMPLIES THAT A PATCH/PORTION OF THE NOTED CONSTRUCTION IS

TO BE REMOVED WITHIN THE FIELD OF THE INDICATED WALL.

11. NOTE WITHIN DIMENSION STRING: THIS IMPLIES THAT THE NOTED CONSTRUCTION IS TO BE

REMOVED FROM FLOOR TO CEILING FOR THE INDICATED PORTION OF WALL.

OFFICEOFFICEOFFICE

CORRIDOR

NEW OFFICE

C103

NEW RESOURCE

OFFICER OFFICE

C104

VESTIBULE

C101

LOBBY

C102

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

LIFE SAFETY LEGEND

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

01/18/2024

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

C ri tz e r, S n o w v ill e S e cu ri ty

V e st ib u le s v k fo st e rW

B B

.r v t

G002

P R

C T

I N

F O

R M

A T

A N

D D

A T

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

KCF

EFS

17102

01/18/2024

PLAN NORTH

1/8" = 1'-0"

CRITZER ELEMENTARY LIFE SAFETY PARTIAL PLAN

N o

D a te

P u rp o se o f D o cu m e n t

Is su

VESTIBULE

C101

CORRIDOR

LOBBY

C102

OFFICE OFFICE OFFICE

NEW OFFICE

C103

NEW RESOURCE

OFFICER OFFICE

C104

AI PHONE

C103

C104

C103A

4'-11 3/4" ± 20'-3 7/8"

C102

1' -8

HM-5

A601A101

A102

A101 1 2

A102

A101 3A102

A101

22'-5 5/8" 10'-4 1/4"

C101

6 6

A101

A102

OFFICE OFFICE OFFICE

CORRIDOR

LOBBY

VESTIBULE

CORRIDOR

CLASSROOM

9'-6" 3'-4" 6'-2" 3'-4"

6 5

CRITZER ELEMENTARY CONSTRUCTION NOTES:

1. THRU-WALL TRANSACTION DRAWER BY CREATIVE INDUSTRIES, INC MODEL 2725-SS OR EQUAL.

2. EXISTING BRICK CONTROL JOINT.

3. NEW RECEPTION DESK.

4. TOOTH-IN SALVAGED BRICK AT NEW OPENING.

5. PROVIDE VCT AND RUBBER BASE. REFER TO FINISH SCHEDULE.

6. PARTITION BELOW. REFER TO SECTION SHEET A102.

#OCCURS WHERE ARE INDICATED ON DRAWINGS.

CRITZER ELEMENTARY DEMOLITION NOTES:

1. REMOVE EXISTING MASONRY WALL FOR NEW OPENING. SALVAGE EXISTING MASONRY FOR NEW WORK.

EXISTING BEARING TO REMAIN. SHORE AS REQUIRED.

2. REMOVE EXISTING DOOR(S) AND FRAME.

3. REMOVE EXISTING STOREFRONT IN ITS ENTIRETY.

4. REMOVE EXISTING CEILING HEATER. REINSTALL IN NEW CEILING. REFER TO NEW WORK FLOOR PLAN.

5. RELOCATE SPEAKER PER OWNER DIRECTION.

6. REMOVE PROJECTION SCREEN AND MONITOR. TURN OVER TO OWNER.

7. REMOVE EXISTING VCT AND RUBBER BASE. PREP FLOOR FOR NEW FINISHES.

?OCCURS WHERE ARE INDICATED ON DRAWINGS.

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

01/18/2024

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

C ri tz e r, S n o w v ill e S e cu ri ty

V e st ib u le s v k fo st e rW

B B

.r v t

A101

C R

E R

M E

N T

A R

Y S

C H

O O

D E

M O

E W

W O

R K

N S

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

KCF

EFS

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

CRITZER ELEMENTARY NEW WORK FLOOR PLAN

PLAN NORTH

1/4" = 1'-0"

CRITZER ELEMENTARY DEMOLTION FLOOR PLAN

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

2' 4'0 8'

KEY PLAN

N o

D a te

P u rp o se o f D o cu m e n t

C101

C102

C103

C104

10'-0"

BASE AS SCHEDULEDGWB, PAINT

SOLID SURFACE

COUNTERTOP

6"3

1/2" REVEAL

1 1/2" REVEAL

6'-0" 2'-0"

8'-0"

SOLID SURFACE

COUNTERTOP

PLASTIC LAMINATE

BASE CABINET

OPEN

BASE AS SCHEDULED

GWB, PAINT

COUNTERTOP

BRACKET, PAINT 3

4'-0"

8'-0"

BASE AS SCHEDULED

COUNTERTOP

BRACKET, PAINT

SOLID SURFACE

COUNTERTOP

PLASTIC LAMINATE

BASE CABINET

6"3

GWB, PAINT

OPEN

2'-0" 6'-0"

4'-0"

A102A102

REFLECTED CEILING LEGEND:

LAY-IN LIGHT

SURFACED MOUNTED LIGHT

AIR DEVICES-SUPPLY

SPEAKER

AIR DEVICES-EXHAUST

EXIT SIGN

CRITZER ELEMENTARY

REFLECTED CEILING NOTES:

C1 NEW 2x2 ACT.

C2 NOT USED.

C3 EXISTING HEATER TO REMAIN.

C4 ADJUST DUCTWORK. RELOCATED DIFFUSER IN C104

C5 RELOCATE SPEAKER.

C6 PROVIDE FIRE DAMPER IN NEW DUCTWORK. PROVIDE

LINTEL SIMILAR TO 2A601.

C7 EXISTING ACT TO REMAIN.

C8 ADJUST EXISTING CEILING GRID/TILE FOR NEW

PARTITION TO EXTEND TO THE STRUCTURE ABOVE.

PROVIDE NEW GRID ANGLES.

#OCCURS WHERE ARE INDICATED ON DRAWINGS.

2'-0"

1'-0"

PLASTIC LAMINATE

BASE CABINET

SOLID SURFACE

COUNTERTOP

5/8" GWB

3 5/8" METAL STUD AT

16" ON CENTER

RUBBER BASE

1'-6 1/8"

1'-0"

COUNTERTOP

BRACKET, PAINT

SOLID SURFACE

COUNTERTOP

5/8" GWB

3 5/8" METAL STUD AT

16" ON CENTER

RUBBER BASE

EQUAL EQUAL

NEW ALUMNIUM 3 DIMENSIONAL

LETTERINHG MOUNTED TO THE

EXISITNG PRECAST PANEL. LETTERS TO

BE 14" HIGH, CENTER TEXT IN PANEL.

OWNER TO SELECT COLOR

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

12/15/2023

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

C ri tz e r, S n o w v ill e S e cu ri ty

V e st ib u le s v k fo st e rW

B B

.r v t

A102

C R

E R

M E

N T

R Y

S C

H O

O L

R E

C T

E D

C E

G P

N T

E R

V A

N S

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

KCF

EFS

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

CRITZER ELEMENTARY REFLECTED CEILING PLAN

SCALE: 3/8" = 1'-0"A101 A102

3 INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"A101 A102

2 INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"A101 A102

1 INTERIOR ELEVATION

KEY PLAN

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

4' 8'0 16'

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

2' 4'0 8'

SCALE: 3/8" = 1'-0"

6" 1'0 2'

SCALE: 3/4" = 1'-0"A102 A102

4 SECTION

SCALE: 3/4" = 1'-0"A102 A102

6 SECTION

N o

D a te

P u rp o se o f D o cu m e n t

Is su e

SCALE: 1/4" = 1'-0"A101 A102

5 EXTERIOR ELEVATION

VESTIBULE

S102

LOBBY

S103

CORRIDOR

AI PHONE

NEW RESOURCE

OFFICER OFFICE

S105

NEW OFFICE

S104

S102A

S101

S101A

S102

12'-0"

SF S2

SF S5

SF S8

SF S4

11'-6" ± 12'-0"

S103

H M

-6

7'-11 7/8" ± 8'-4 1/4"

A104

A103

S104

A602A103

S105

S104A

VESTIBULE

S101

-2

A2135.00°

2'-0" 4'-5 3/4" 5'-0 1/2"

9'-0 1/8"

1" 3'-8"

SF S3

4'-6 5/8" 7'-0"

SNOWVILLE ELEMENTARY CONSTRUCTION NOTES:

1. THRU-WALL TRANSACTION DRAWER. RECESSED IN COUNTERTOP. CREATIVE INDUSTRIES, INC

DEAL DRAWER MODEL 1622 OR EQUAL.

2. ALIGN FINISHES.

3. PROVIDE NEW BULLNOSE BLOCK WHERE WALL HAS BEEN REMOVED.

4. INFILL EXISTING RECESS TO ALIGN WITH EXISTING FLOOR.

#OCCURS WHERE ARE INDICATED ON DRAWINGS.

SNOWVILLE ELEMENTARY DEMOLITION NOTES:

1. REMOVE PORTION OF EXISTING WALL FOR NEW OPENING.

2. REMOVE EXISTING HM FRAME. METAL FRAME TO REMAIN FOR NEW STOREFRONT.

3. REMOVE RECESSED FLOOR MAT.

?OCCURS WHERE ARE INDICATED ON DRAWINGS.

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

01/18/2024

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

C ri tz e r, S n o w v ill e S e cu ri ty

V e st ib u le s v k fo st e rW

B B

.r v t

A103

S N

O W

E N

T A

R Y

S C

H O

O L

D E

M O

E W

W O

R K

N S

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

KCF

EFS

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

SNOWVILLE ELEMENTARY NEW WORK FLOOR PLAN

PLAN NORTH

1/4" = 1'-0"

SNOWVILLE ELEMENTARY DEMOLITION PLAN

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

2' 4'0 8'

KEY PLAN

N o

D a te

P u rp o se o f D o cu m e n t

S102

S104 S103

S105

S101

C4 C4

3'-0" 1'-4"

OPEN

BASE AS

SCHEDULED

SOLID SURFACE

COUNTERTOP

PLASTIC LAMINATE

BASE CABINET

ALUMINUM

STOREFRONT

5/8" GWB OVER 3

5/8" METAL STUDS

THRU-WALL

TRANSACTION DRAWER

BRACKET, PAINT2

7'-2"

11'-6"

A602A103

6'-0" 1'-4" FILLER

7'-7 1/8"

BASE AS SCHEDULED

GWB, PAINT

SOLID SURFACE

COUNTERTOP

PLASTIC LAMINATE

BASE CABINET

ALUMINUM

STOREFRONT

5/8" GWB OVER 3

5/8" METAL STUDS

THRU-WALL

TRANSACTION DRAWER

BRACKET, PAINT

EQEQ

0" 3

SPEAK-THRU

SNOWVILLE ELEMENTARY

REFLECTED CEILING NOTES:

C1 EXISTING ACT TO REMAIN.

C2 EXISTING BULKHEAD TO REMAIN.

C3 ADJUST EXISTING CEILING GRID/TILE FOR NEW PARTITION TO EXTEND TO THE

STRUCTURE ABOVE. PROVIDE NEW GRID ANGLES.

C4 EXISTING CEILING TO REMAIN.

C5 ADJUST DUCTWORK. RELOCATE DIFFUSER IN S105.

#OCCURS WHERE ARE INDICATED ON DRAWINGS.

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

LIFE SAFETY LEGEND

VESTIBULE

S102

LOBBY

S103

NEW OFFICE

S104

NEW RESOURCE

OFFICER OFFICE

S105

CORRIDOR

REFLECTED CEILING LEGEND:

LAY-IN LIGHT

SURFACED MOUNTED LIGHT

AIR DEVICES-SUPPLY

SPEAKER

AIR DEVICES-EXHAUST

EXIT SIGN

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

12/15/2023

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

C ri tz e r, S n o w v ill e S e cu ri ty

V e st ib u le s v k fo st e rW

B B

.r v t

A104

S N

O W

E N

T A

R Y

R E

C T

E D

C E

I N

T E

R E

A T

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

KCF

EFS

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

SNOWVILLE ELEMENTARY REFLECTED CEILING PLAN

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

4' 8'0 16'

KEY PLAN

SCALE: 3/8" = 1'-0"A103 A104

1 INTERIOR ELEVATION

SCALE: 3/8" = 1'-0"A103 A104

2 INTERIOR ELEVATION

PLAN NORTH

1/8" = 1'-0"

SNOWVILLE ELEMENTARY LIFE SAFETY PLAN

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

2' 4'0 8'

SCALE: 3/8" = 1'-0"

6" 1'0 2'

N o

D a te

P u rp o se o f D o cu m e n t

GENERAL DOOR NOTES:

1. PROVIDE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF EACH

SIDE OF OPENING FRAME. COORDINATE SEALANT TYPE WITH SEALANT

SCHEDULED IN SPECIFICATIONS.

2. PROVIDE DOORS WITH A 3/4" UNDERCUT (UON).

3. INSTALL GLAZED OPENINGS WITH REMOVABLE GLAZING STOP ON SIDE

OPPOSITE PUBLIC OCCUPIED AREAS UNLESS OTHERWISE INDICATED.

4. REFER TO SPECIFICATION SECTION 087100 - "DOOR HARDWARE" FOR

HARDWARE SETS.

DOOR SCHEDULE NOTES:

1. NEW STOREFRONT TO BE INSTALLED AT EXISTING METAL FRAMING.

DOOR SCHEDULE LEGEND

HM HOLLOW METAL

GHM GALVANIZED HOLLOW METAL

STL STEEL OVERHEAD COILING DOOR

A CLAD ALUMINUM-CLAD WOOD

SHM SECURITY HOLLOW METAL DOOR

IG-1 1" INSULATED LOW-E GLASS

G-1 1/4" TEMPERED FLOAT GLASS

MANUF PER MANUFACTURER

WD WOOD

SF ALUMINUM STOREFRONT

NOTE: REFER TO DOOR SCHEDULE FOR DOOR MATERIAL REQUIREMENTS.

PER SCHED

S C

100 SQ IN MAXFG

PER SCHED

S C

PER SCHED

S C

PER

SCHED 2"

HM-1 HM-2

2" 2'-6"2"

PER

SCHED 2"

0" 2"

S C

PER

SCHED

2'-2"

2'-2" 2"

HM-3

S C

PER

SCHED 2"

HM-4

G-3 G-4 G-4

HM-5 HM-6

S105

G-1

C104

NON-RATED PARTITIONA

TYPE

STUD

SIZE

3-5/8"

PART

THICK

4-7/8"

SOUND

ATTN

BLANKET

SUBSTRATE ON

EXPOSED FACE

ONLY

6" M

H S

C H

FIN FLR

UNDERSIDE OF

DECK/STRUCTURE

DEFLECTION TRACK

FIN CEILING, REFER TO

FINISH SCHEDULE

SOUND ATTENUATION

BLANKET (SEE SCHEDULE

BELOW)

1-LAYER OF 5/8" GWB EA

SIDE

ACOUSTICAL SEALANT

MTL STUD AT 1'-4" OC

(SEE SCHEDULE BELOW)

TYPE

STUD

SIZE

3 5/8"

PART

THICK

5 3/8""

SOUND

ATTN

BLANKET

SUBSTRATE ON

EXPOSED FACE

ONLY

FIN FLR

5/8" GWB EACH SIDE

(ABUSE RESISTANT)

3 5/8" 20 GAUGE, METAL

STUDS AT 16" ON CENTER

1/2" BALLISTIC FIBERGLASS,

PROVIDE 4" WIDE BALLISTIC

BATTEN AT EACH

FIBERGLASS JOINT

OPEN OFFICELOBBY

. 1

0' -1

0" V

A R

EXISTING CEILING

GWB CAP

GENERAL PARTITION NOTES:

1. REFER TO LIFE SAFETY DRAWINGS FOR LOCATION OF FIRE-

RATED/SMOKE PARTITIONS AND BARRIERS.

2. ALL INTERIOR PARTITIONS ARE PARTITION TYPE 'A1' (UON).

3. REFER TO STRUCT DWGS TO CONFIRM LOCATIONS THAT REQUIRE A

FOUNDATION OR THICKENED SLAB.

4. PROVIDE GROUT AND VERTICAL REINFORCEMENT AT CMU

PARTITION TYPES AS REQUIRED BY STRUCT DWGS.

5. INSTALL 20-GA FRAMING IN LIEU OF 25-GA FRAMING AT ALL

LOCATIONS SCHEDULED FOR CERAMIC WALL TILE INSTALLATION.

REFER TO FINISH SCHEDULE THIS SHEET FOR LOCATIONS.

6. AT ALL SPACES SCHEDULED TO RECEIVE TILE WAINSCOT, PROVIDE

5/8-INCH TILE BACKER BOARD TO EXTENT OF TILE IN LIEU OF 5/8-

INCH TYPE 'X' GWB. PROVIDE MOISTURE- AND MOLD-RESISTANT

GWB FOR REMAINING HEIGHT OF WALL.

7. EXTEND GWB AND FURRING (WHERE APPLICABLE) TO UNDERSIDE

OF DECK IN SPACES NOT SCHEDULED TO RECEIVE FINISH CEILING.

REFER TO FINISH SCHEDULE THIS SHEET FOR LOCATIONS.

8. ALL STUDS AND FURRING USED FOR NON-STRUCTURAL INTERIOR

PARTITIONS ARE TO BE 25 GA (UON). REFER TO STRUCTURAL DWGS

FOR STRUCTURAL STUD REQUIREMENTS.

9. ALL METAL STUDS AT DOOR JAMBS AND BEHIND WALL-MOUNTED

SINKS ARE TO BE 20 GA.

10. PROVIDE 5/8-INCH MOISTURE- AND MOLD-RESISTANT GWB IN LIEU

OF STANDARD GWB AT JANITOR'S CLOSETS, LAVATORY SPACES,

TLT/SHOWER SPACES, LOCKER ROOMS AND OTHER WET WALLS.

FINISH SCHEDULE LEGEND

PNT PAINTED FINISH (REFER TO PARTITION TYPES FOR SUBSTRATE)

ACT ACOUSTIC CEILING TILE

RUBBER 4-INCH RUBBER WALLBASE

GENERAL FINISH NOTES:

1. TRANSITION BETWEEN DIFFERENT FLOOR FINISH MATERIALS OR COLORS

SHALL BE PROVIDED UNDER CENTERLINE OF DOORS UNLESS OTHERWISE

NOTED.

2. PAINT ALL HOLLOW METAL DOORS AND FRAMES, METAL STAIRS, STEEL PIPE

HANDRAILS/GUARDRAILS, AND ALL OTHER MISCELLANEOUS FERROUS METALS

WITHIN EACH SPACE.

3. PROVIDE MOISTURE- AND MOLD-RESISTANT GYPSUM CEILINGS IN LIEU OF

STANDARD GYPSUM CEILINGS AT ALL LAVATORY, TOILET, AND SHOWER

AREAS.

4. REFER TO REFLECTED CEILING PLAN ON A801 FOR CEILING HEIGHTS

SCHEDULED AS "VARIES".

FINISH NOTES:

1. PROVIDE RUBBER BASE AT NEW WALLS (BOTH SIDES) TO MATCH EXISTING.

REMOVE AND REINSTALL

CMU/BRICK AS REQUIRED

FOR NEW LINTEL

NEW STOREFRONT

EXISTING WALL

6"x6"x5/16" STEEL

LINTEL, PAINT

3 1/2"x3 1/2"x5/16"

LLV STEEL ANGLE

SEALANT JOINT

AT PERIMETER

EACH SIDE

SOLID SURFACE COUNTERTOP

6" 4"

2'-9"

COUNTERTOP BRACKET, PAINT

HEADER

5/8" GWB

3 5/8" METAL STUDS

EXISTING STRUCTURE

5/8" GWB EACH SIDE

(ABUSE RESISTANT)

3 5/8" 20 GAUGE, METAL

STUDS AT 16" ON CENTER

1/2" BALLISTIC FIBERGLASS,

PROVIDE 4" WIDE

BALLISTIC BATTEN AT EACH

FIBERGLASS JOINT

5/8" GWB

3 5/8"METAL STUDS

AT 16" ON CENTER

SEALANT

SHIM SPACE

STOREFRONT

5/8" GWB

3 5/8"METAL STUDS

AT 16" ON CENTER

SEALANT

SHIM SPACE

STOREFRONT

6"x6"x5/16" STEEL

ANGLE, PAINT - MIN 8"

BEARING EACH SIDE

EXISTING WALL

GROUT SOLID

EXISTING WALL

SOLID SURFACE SILL

ALUMINUM SILL

TOOTH-IN SALVAGED BRICK

NEW CMU,

GROUT SOLID

EXISTING WALL

SEALANT

THERMALLY BROKEN

ALUMINUM

STOREFRONT

EXISTING

MASONRY

VIF

SOLID

SURFACE

SILL

SEALANT

G-2

SPEAK-

THRU

3'-4"

2"3'-0"2"

A602A601

4'-2" ±

2" 3'-10" 2"

G-2

A601A601

SIM

TYPE

REFER TO PLAN

FOR PARTITION

SEALANT JOINT AT

PERIMETER EA SIDE

METAL STUD HEADER

PROVIDE MIN 3 JAMB

ANCHORS EA SIDE

SEALANT JOINT AT

PERIMETER EA SIDE

STUDS AT JAMBS EA SIDE.

EXTEND FULL HEIGHT OF

STRUCTURE

O P

P A

DOOR SCHEDULE

MARK

OPENING SIZE DOOR FRAME DETAILS

REMARKS

NO OF

LEAFS WIDTH HEIGHT MATERIAL THICKNESS TYPE

RATING

(MIN) GLAZING HDW SET NO TYPE MATERIAL HEAD JAMB

C101 2 6'-0" 7'-0" ALUM 1 3/4" FG IG-1 1 SF C1 ALUM * * * NOTE 1

C102 2 6'-0" 7'-0" ALUM 1 3/4" FG G-1 1 SF C1 ALUM 3A601

C103 1 3'-0" 7'-0" WOOD 1 3/4" HG 20 MIIN G-2 3 HM-4 HM 8A601 10A601

C103A 1 3'-0" 7'-0" WOOD 1 3/4" HG 20 MIIN G-2 2 HM-4 HM 2A601 5A601

C104 1 3'-0" 7'-0" WOOD 1 3/4" HG G-1 4 HM-2 HM 11A601 12A601

S101 2 6'-0" 7'-0" ALUM 1 3/4" FG IG-1 1 SF S6 ALUM * * * NOTE 1

S101A 2 6'-0" 7'-0" ALUM 1 3/4" FG G-1 7 SF S5 ALUM * * * NOTE 1

S102 1 3'-0" 7'-0" ALUM 1 3/4" N IG-1 5 SF S6 ALUM * * * NOTE 1

S102A 1 3'-0" 7'-0" ALUM 1 3/4" N G-1 5 SF S4 ALUM 3A601

S103 2 6'-0" 7'-0" ALUM 1 3/4" FG G-1 1 SF S1 ALUM 4A601 9A601 SIM

S104 1 3'-0" 7'-0" ALUM 1 3/4" FG G-1 3 SF S1 ALUM 4A601 9A601 SIM

S104A 1 3'-0" 7'-0" WOOD 1 3/4" N 20 MIIN G-2 6 HM-4 HM 8A601 10A601

S105 1 3'-0" 7'-0" WOOD 1 3/4" N 120 MIIN G-3 6 HM-2 HM 2A601

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

2' 4'0 8'

SCALE: 1 1/2" = 1'-0"

4" 8"0 1'-4"

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

01/18/2024

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

C ri tz e r, S n o w v ill e S e cu ri ty

V e st ib u le s v k fo st e rW

B B

.r v t

A601

D O

O R

A N

D F

H S

C H

E D

N O

T E

A N

D L

E G

E N

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

KCF

EFS

17102

01/18/2024

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR BASE

WALLS CEILING

REMARKSNORTH EAST SOUTH WEST MATERIAL

C101 VESTIBULE VCT RUBBER EXIST EXIST EXIST EXIST EXIST

C102 LOBBY EXIST NONE EXIST EXIST EXIST EXIST ACT-1

C103 NEW OFFICE EXIST RUBBER* PNT PNT PNT PNT EXIST * NOTE 1

C104 NEW RESOURCE OFFICER OFFICE EXIST RUBBER* PNT PNT PNT PNT EXIST * NOTE 1

S101 VESTIBULE VCT RUBBER EXIST EXIST EXIST EXIST EXIST

S102 VESTIBULE VCT RUBBER EXIST EXIST EXIST EXIST EXIST

S103 LOBBY EXIST RUBBER* PNT PNT PNT PNT EXIST * NOTE 1

S104 NEW OFFICE EXIST RUBBER* PNT PNT PNT PNT EXIST * NOTE 1

S105 NEW RESOURCE OFFICER OFFICE EXIST RUBBER* PNT PNT PNT PNT EXIST * NOTE 1

SCALE: 1 1/2" = 1'-0"A602 A601

2 HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A602 A601

1 DETAIL

SCALE: 1 1/2" = 1'-0"A101 A601

3 HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A602 A601

4 HEAD DETAIL

SCALE: 3" = 1'-0"

2" 4"0 8"

SCALE: 1 1/2" = 1'-0"A601

7 HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A602 A601

9 JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A601 A601

8 HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A601 A601

10 JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A602 A601

5 JAMB DETAIL

SCALE: 1 1/2" = 1'-0"A602 A601

6 SILL DETAIL

SCALE: 1 1/2" = 1'-0"A601

11 HEAD DETAIL

SCALE: 1 1/2" = 1'-0"A601

12 JAMB DETAIL

N o

D a te

P u rp o se o f D o cu m e n t

5/ 8"

3/ 8"

IG-1 IG-1 IG-1 IG-1

IG-1 IG-1 IG-1 IG-1IG-1 IG-1

2" 2'-6 1/2" 2" 2'-6 1/2" 2" 2'-11" 2" 2'-11" 2"2'-6 1/2" 2" 2'-6 1/2" 2"

17'-2"

2" 9" 2" 6'-0" 2" 9"

8'-2"8'-2"

G-1 G-1

G-1

A601A602

G-1

2"3'-8"2"

4'-0"

G-1

A601A602

OPEN

G-1 G-1 G-1

G-1G-1G-1

G-1

2'-9 1/8" 2" 2'-8 3/4" 2" 2'-8 3/4" 2" 2'-9" 2"

11'-7 3/4"

6" 2"

A601A602

2" 11" 2" 6'-0" 2" 11 1/4"

4 1/2"

2'-1 7/8"

2'-11 1/2"

2'-0" 2"

16'-4"

A602A103

G-1

G-1 G-1 G-1

G-1 G-1

G-1

G-1 G-1

0" 2"

4" 2"

2" 3'-0" 2" 2'-0 1/2" 2" 2'-0 3/4"

4 1/2"

11 3/8" 2" 6'-0" 2" 11" 2"

16'-4"

IG-1

IG-1IG-1IG-1IG-1IG-1

IG-1

IG-1 IG-1 IG-1

3 SIM

A601A101

1'-10" 2" 3'-0" 2" 1'-4"

6'-6"

G-1

G-1 G-1 G-1

G-1

3 SIM

A601A101

2" 2'-6 1/2" 2" 2'-6 1/2" 2" 2'-11" 2" 2'-11" 2" 2'-6 1/2" 2" 2'-6 1/2" 2"

17'-2"

1/ 2"

G-1

G-1G-1 G-1

NEW THRU-WALL

TRANSACTION DRAWER

RECESSED IN COUNTER

NEW ALUMINUM

STOREFRONT

EXISTING WALL

5/8" GWB

3 5/8" METAL STUD

RUBBER BASE

SOLID SURFACE

COUNTERTOP

EXISTING

MASONRY WALL

NEW THRU-WALL

TRANSACTION DRAWER

EXTENDED POSITION

NEW ALUMINUM

STOREFRONT

PATCH EXISTING

WALL AS NEEDED

A602 A601

BUILT IN TO COUNTERTOP SHURE

SAFE SPT 354 TRANSACTION

DRAWER OR EQUAL

COUNTERTOP

0" 2"

4'-0"

2" 3'-8" 2"

IG-1

A601A602

G-1 G-1

G-1

2" 3'-0" 2" 9" 2"

4'-3"

A601A602

GLAZING LEGEND (REFER TO SPECIFICATIONS)

G-2 1/4" FIRE-RESISTANT RATED GLAZING 20 OR 60 MIN RATING WITH BULLET RESISTANT FILM

G-1 1/4" TEMPERED GLASS WITH BULLET RESISTANT FILM

IG-1 1" INSULATED GLAZING WITH BULLET RESISTANT FILM

G-3 1/4" FIRE-RESISTANT RATED GLAZING 120 MIN RATING WITH BULLET RESISTANT FILM

G-4 1/4" TEMPERED GLASS

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

01/18/2024

P M

U se rs \k a th ry n fo st e r\ D o cu m e n ts

C ri tz e r, S n o w v ill e S e cu ri ty

V e st ib u le s v k fo st e rW

B B

.r v t

A602

S T

O R

E F

R O

N T

V A

N S

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

KCF

EFS

17102

01/18/2024

3/8" = 1'-0"

SF C1

3/8" = 1'-0"

SF S2

3/8" = 1'-0"

SF S4

3/8" = 1'-0"

SF S1

3/8" = 1'-0"

SF S5

3/8" = 1'-0"

SF S8

3/8" = 1'-0"

SF S7

SCALE: 3/8" = 1'-0"

6" 1'0 2'

3/8" = 1'-0"

SF C2

SCALE: 3/4" = 1'-0"A103 A602

2 SECTION

SCALE: 3/4" = 1'-0"A601 A602

1 SECTION

SCALE: 3/4" = 1'-0"

8" 1'-4"0 2'-8"

SCALE: 1 1/2" = 1'-0"

4" 8"0 1'-4"

3/8" = 1'-0"

SF C3

3/8" = 1'-0"

SF S3

N o

D a te

P u rp o se o f D o cu m e n t

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

M C

U se rs

\t a n n e r_ p a sc h a l\

D o cu m e n ts \1

C ri tz e r, S n o w vi ll e

S e cu ri ty V e st ib u le s

C tp a sc h a lN

.r v t

E001

C T

A L

E N

G E

N E

R A

L N

O T

E S

A B

B R

E V

S A

N D

D E

T A

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

TLP

RMA

17102

01/18/2024

ABBREVIATIONS

GENERAL ELECTRICAL NOTES LEGEND

1. ALL NOTES, SYMBOLS AND ABBREVIATIONS MAY NOT BE APPLICABLE TO THIS PROJECT.

2. COMPLY WITH THE FOLLOWING CODES PERTAINING TO THIS PROJECT:

1. NATIONAL ELECTRIC CODE/ NFPA 70: NEC, 2017

2. VIRGINIA ENERGY CODE: VECC 2018

3. VIRGINIA UNIFORM STATEWIDE BUILDING CODE: VUSBC, 2018

4. ADA STANDARDS FOR ACCESSIBLE DESIGN, ASAD, SEPTEMBER 15, 2010

3. CONTRACTORS SHALL VISIT SITE TO FAMILIARIZE THEMSELVES WITH CONDITIONS TO BE MET IN THE EXECUTION OF THE WORK UNDER

THIS CONTRACT. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY CHANGES THAT MAY BE REQUIRED DUE TO EXISTING SITE

CONDITIONS.

4. PROVIDE INCREASED CONDUCTOR SIZES FOR 120/208 BRANCH CIRCUITS AS FOLLOWS UNO:

CIRCUIT BREAKER 0-100 FT. 100-200 FT. 200-300 FT. OVER 300 FT.

SIZE LENGTH LENGTH LENGTH LENGTH

20 AMP 12 AWG 10 AWG 6 AWG 4 AWG

30 AMP 10 AWG 8 AWG 4 AWG 3 AWG

5. ALL EMPTY CONDUIT RUNS IN EXCESS OF 10 FEET SHALL BE PROVIDED WITH A PULLWIRE.

6. DO NOT SHARE NEUTRALS.

7. RECESSED DEVICES MAY BE ADJUSTED TO MATCH MASONRY COURSES IF APPLICABLE. MOUNT ALL BOXES TRUE AND PLUMB. ADJUSTED

MOUNTING HEIGHTS SHALL REMAIN WITHIN ADA REQUIREMENTS.

8. MOUNT RECEPTACLES AT 20" AFF TO TOP, UNLESS OTHERWISE NOTED. ADJUST TO MATCH MASONRY COURSES IF APPLICABLE WITHIN

CODE REQUIREMENTS. MOUNT ALL BOXES TRUE AND PLUMB.

9. RECEPTACLES, SWITCHES, THERMOSTATS, AND OTHER SIMILAR ITEMS SHALL ALIGN VERTICALLY OR HORIZONTALLY WITH EACH OTHER, WITH THE STRUCTURE AND OTHER FEATURES THEREOF WHEN IT APPEARS OBVIOUS AND LOGICAL THAT THEY SHOULD. THE ELECTRICAL

CONTRACTOR SHALL CONSULT WITH THE GENERAL CONSTRUCTION SUPERINTENDENT REGARDING THIS REQUIREMENT AND ALSO FOR

THE LOCATION OF EQUIPMENT, DOOR SWINGS, BLOCK COURSING, ALIGNMENT OF THIS AND OTHER SIMILAR FEATURES BEFORE

ROUGHING-IN FOR THESE COMPONENTS. ADJUSTED MOUNTING HEIGHTS SHALL REMAIN WITHIN ADA REQUIREMENTS.

10. THE MANUFACTURER AND MODEL NUMBER SHOWN ON THE LIGHT FIXTURE SCHEDULE INDICATES THE TYPE, CONSTRUCTION, STYLE, QUALITY AND STANDARD OF PERFORMANCE REQUIRED. OTHER MANUFACTURERS WITH EQUAL PRODUCTS ARE ACCEPTABLE UPON A/E

APPROVAL.

11. COORDINATE LIGHTING LAYOUT WITH ARCHITECTURAL CEILING GRID: THE ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF CEILING

SYSTEM WITH THE GENERAL CONTRACTOR TO INSURE THAT ALL LIGHTING FIXTURES ARE COMPATIBLE WITH THE CEILING SYSTEM BEING

INSTALLED, LIGHTING FIXTURES SHALL NOT BE ORDERED UNTIL THE TYPE OF CEILING HAS BEEN VERIFIED.

12. CONTRACTOR SHALL VERIFY THAT ALL DOOR SWINGS ARE CORRECT BEFORE ROUGHING IN LIGHT SWITCH OUTLETS. LIGHT SWITCHES

SHALL NOT BE LESS THAN 3 NOR MORE THAN 12 INCHES FROM DOOR TRIM.

13. SUSPENDED LIGHTING FIXTURES SHALL NOT BE SUPPORTED FROM MAIN CHANNELS OR TEES OF CEILING SUSPENSION SYSTEM, SUPPORT FIXTURES INDEPENDENTLY OF CEILING MATERIALS BY BUILDING STRUCTURE.

14. LAY-IN FIXTURES SHALL BE INDEPENDENTLY SUPPORTED BY BUILDING STRUCTURE.

15. EXIT SIGNS SHALL NOT BE INSTALLED AS TO BLOCK FIRE ALARM VISUAL DEVICES. MOUNT WALL MOUNTED EXIT SIGNS LOCATED ABOVE

DOORS, 6-INCHES TO THE BOTTOM OF SIGN FROM TOP OF DOOR FRAME.

16. CONNECT FIXTURES INDICATED AS NIGHT LIGHTS ON UN-SWITCHED SIDE OF LIGHTING IN SAME AREA OR CIRCUIT SEPARATELY AS

INDICATED ON PLANS.

17. MOUNT ALL PULL STATIONS 48" AFF TO TOP. MOUNT ALL HORN/STROBES, STROBES AND REMOTE ALARM INDICATORS SUCH THAT THE

ENTIRE LENS IS NOT LESS THAN 80" AFF AND NOT GREATER THAN 96" AFF. COORDINATE LOCATION OF FAN CONTROL RELAY WITH

MECHANICAL CONTRACTOR. PROVIDE DUCT DETECTORS TO MECHANICAL CONTRACTOR FOR MOUNTING. ALL WIRING BY THE ELECTRICAL

CONTRACTOR. MOUNT ALL BOXES TRUE AND PLUMB.

18. MOUNT ALL WALL MOUNTED TELEPHONE/DATA OUTLETS AT 20" AFF TO TOP, UNLESS OTHERWISE NOTED. ADJUST TO MATCH

MASONRY COURSES IF APPLICABLE. FOR WALL MOUNT, PROVIDE A TWO GANG BOX, EXTRA DEEP WITH 2X4 REDUCER PLATE. PROVIDE A

1" CONDUIT AND STUB ABOVE ACCESSIBLE CEILING. TERMINATE CONDUIT ABOVE CEILING WITH INSULATED BUSHING. INSTALL PULL

WIRE. ADJUSTED MOUNTING HEIGHTS SHALL REMAIN WITHIN ADA REQUIREMENTS. ROUGH-IN ONLY SYSTEM, CABLING AND DEVICE BY

OTHERS.

19. ALL CONSTRUCTION DESIGN IS BASED ON EXISTING OWNER PROVIDED DRAWINGS AND FIELD INVESTIGATION. THE CONTRACTOR SHALL

VERIFY ALL ASPECTS IN THE FIELD BEFORE STARTING WORK.

20. LOCATIONS OF LINES AND EQUIPMENT SHALL BE DETERMINED FROM ACTUAL FIELD CONDITIONS. THE OUTLINES OF THE

CONSTRUCTION SHOWN ON THE ELECTRICAL DRAWINGS ARE INTENDED ONLY AS A GUIDE TO INDICATE RELATIVE LOCATIONS OF THE

WORK. REFER TO THE APPLICABLE DRAWINGS OF OTHER TRADES AND THE EQUIPMENT SUPPLIER'S INSTALLATION DRAWINGS FOR EXACT

LOCATIONS AND ARRANGEMENTS.

21. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND PROPER RELATION OF THEIR WORK TO THE

FACILITY STRUCTURES AND TO THE WORK OF OTHER TRADES. NO ADDITIONAL COMPENSATION NOR EXTENSION OF COMPLETION TIME

WILL BE GRANTED FOR EXTRA WORK CAUSED BY THE LACK OF COORDINATION.

22. COORDINATE WITH MECHANICAL ON EXACT LOCATION AND ELECTRICAL CONNECTION REQUIREMENTS FOR HVAC EQUIPMENT

PROVIDED.

23. ELECTRICAL REQUIREMENTS FOR HVAC EQUIPMENT ARE FOR HVAC EQUIPMENT SPECIFIED. IF SUBSTITUTE HVAC EQUIPMENT IS

SUPPLIED, CONTRACTOR IS RESPONSIBLE FOR MODIFICATIONS AND/OR ADDITIONS TO ELECTRICAL REQUIREMENTS OF HVAC EQUIPMENT

SUPPLIED.

24. DUE TO DIFFERENCES IN VARIOUS MANUFACTURER'S EQUIPMENT CONNECTIONS AND MOTOR CURRENTS, THE ELECTRICAL

CONTRACTOR SHALL COORDINATE THEIR INSTALLATION WITH THAT EQUIPMENT ACTUALLY FURNISHED AND SHALL VERIFY THE CORRECT

SIZES AND DETAILS OF INSTALLATION BEFORE ROUGHING IN.

25. THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE

ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM WHETHER INDICATED ON

DRAWINGS OR NOT.

26. ALL CIRCUITS SHALL CONTAIN A PROPERLY SIZED GROUND WIRE. DO NOT USE THE CONDUIT AS THE MEANS OF GROUNDING.

27. EQUIPMENT ENCLOSURE RATINGS: INDOOR NEMA 1 AND OUTDOOR NEMA 3R.

28. HANGERS AND SUPPORTS

A. PRODUCT REQUIREMENTS: FURNISH AND INSTALL APPROVED MATERIALS, SIZES, AND TYPES OF ANCHORS, FASTENERS, AND SUPPORTS

TO CARRY LOADS OF EQUIPMENT AND CONDUIT, INCLUDING WEIGHT OF WIRE IN CONDUIT PLUS 300 POUNDS.

B. MATERIALS AND FINISHES: CORROSION RESISTIVE.

C. ANCHORS AND FASTENERS:

a. CONCRETE SURFACES: SELF-DRILLING ANCHORS AND EXPANSION ANCHORS.

b. HOLLOW MASONRY, PLASTER, AND GYPSUM BOARD PARTITIONS: TOGGLE BOLTS AND HOLLOW WALL FASTENERS.

c. SOLID MASONRY WALLS: EXPANSION ANCHORS.

d. SHEET METAL: SHEET METAL SCREWS.

e. WOOD: WOOD SCREWS.

29. ELECTRICAL IDENTIFICATION

A. PROVIDE PLASTIC NAMEPLATES AT ALL DISCONNECTS. NAMEPLATES SHALL BE THREE-LAYER LAMINATED PLASTIC, WHITE LETTERS

ENGRAVED INTO A BLACK BACKGROUND, WITH 1/4" HIGH LETTERS. FOR DISCONNECTS, IDENTIFY EQUIPMENT SERVED, INCLUDING

VOLTAGE RATINGS. LABEL IN ACCORDANCE WITH NEC ARTICLE 110.22(A) AND 408.4 (B), VUSBC ARTICLE 109.3

B. PROVIDE NEATLY TYPED CIRCUIT BREAKER DIRECTORY IN ALL MODIFIED PANELBOARDS, DIRECTORY SHALL SHOW THE CIRCUIT NUMBER

AND COMPLETE DESCRIPTION OF ALL COMPONENTS ON ALL CIRCUITS, INCLUDING ROOM NUMBERS OR ROOM NAMES WHERE

COMPONENTS ARE LOCATED.

C. PROVIDE WIRE MARKERS ON EACH CONDUCTOR IN PANELBOARDS, PULL BOXES NEW AND EXISTING, OUTLET BOXES, JUNCTION BOXES, AND AT LOAD CONNECTION. IDENTIFY WIRE WITH BRANCH CIRCUIT OR FEEDER NUMBER FOR POWER AND LIGHTING CIRCUITS, AND

WITH CONTROL WIRE NUMBER FOR EQUIPMENT, AS IDENTIFIED ON EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR CONTROL

WIRING.

30. PROVIDE CONDUCTORS AS THHN/THWN COPPER. SIZE AS INDICATED.

31. PROVIDE NEW BREAKERS IN EXISTING PANELS MATCHING TYPE AND RATING OF EXISTING PANEL.

32. PROVIDE LABELS FOR BRANCH CIRCUITS WITH EQUIPMENT OR LOADS SERVED, SPACE AND ROOM NUMBERS THAT THE CIRCUIT FEEDS

TO FOR EXISTING AND NEW SWITCHBOARDS, MCC, AND PANEL BOARDS THAT ARE MODIFIED AS A PART OF THIS PROJECT IN

ACCORDANCE WITH NEC 408.4. ALL PANEL SCHEDULES WHERE EQUIPMENT HAS BEEN MODIFIED AS A PART OF THIS PROJECT SHALL BE

UPDATED WITH A TYPED SCHEDULE. PROVIDE ANY ADDITIONAL REVISIONS DURING CONSTRUCTION IN AS-BUILT PLANS.

33. ALL EXTERIOR CONDUIT SHALL BE RGS. INTERIOR DRY LOCATIONS NOT SUBJECT TO PHYSICAL DAMAGE SHALL BE EMT. INTERIOR DRY

LOCATION SUBJECT TO PHYSICAL DAMAGE OR DAMP/WET LOCATIONS SHALL USE RGS.

34. DOOR SECURITY SYSTEM SHALL BE A FULLY OPERATIONAL SYSTEM. CONTRACTOR TO COORDINATE WITH OWNER HARDWARE SUPPLIERS

AND HARDWARE INSTALLERS FOR EQUIPMENT ROUGH-IN AND INSTALLATION DETAILS.

B RECESSED/SURFACE MOUNTED LIGHT FIXTURE, TYPE AS INDICATED. SEE LIGHT FIXTURE

SCHEDULE. NL INDICATES UNSWITCHED NIGHT LIGHT.

B SHADING DENOTES FIXTURE ON EMERGENCY GENERATOR CIRCUIT OR FIXTURE WITH

INTEGRAL EMERGENCY BATTERY FOR EMERGENCY EGRESS LIGHTING. INTEGRAL

BATTERY WHERE USED SHALL BE POWERED AT ALL TIMES. WHERE FIXTURES

INDICATED TO BE SWITCHED, PROVIDE EMERGENCY SHUNT RELAY TO TURN FIXTURE

ON WITH THE LOSS OF POWER REGARDLESS OF SWITCH POSITION. SEE LIGHT FIXTURE

SCHEDULE. NL INDICATES UNSWITCHED NIGHT LIGHT.

WALL MOUNTED EXIT SIGN. SHADING INDICATES FACE AND ARROWS INDICATE

DIRECTIONAL ARROWS WHERE SHOWN. SEE LIGHT FIXTURE SCHEDULE.

EMERGENCY WALL PACK LIGHT. CONNECT AHEAD OF LOCAL SWITCH. SHALL BE

POWERED AT ALL TIMES. SEE LIGHT FIXTURE SCHEDULE. MOUNT AT 8'-0" AFF, UNO.

S LIGHT SWITCH, SINGLE POLE DEVICE, 20 AMP, 120/277 VOLT, FLUSH MOUNT 48" AFF TO TOP OF

BOX. "K" INDICATES KEY OPERATED. "D" INDICATES DIMMER SWITCH. "P" INDICATES PILOT LIGHT.

"M" INDICATED MOTOR RATED SWITCH, NUMBER INDICATES NUMBER OF POLES

LIGHT SWITCH, SINGLE POLE DEVICE WITH INTEGRAL OCCUPANCY SENSOR, 20 AMP, 120/277

VOLT, FLUSH MOUNT 48" AFF TO TOP OF BOX. "OS" INDICATES OCCUPANCY SENSOR. "VS"

INDICATES VACANCY SENSOR.

120 V, 20 AMP, DUPLEX CONVENIENCE RECEPTACLE, FLUSH MOUNT 20" AFF TO

TOP OF BOX, NEMA 5-20R.

120 V, 20 AMP, DUPLEX CONVENIENCE RECEPTACLE, FLUSH MOUNT 48" AFF

TO TOP OF BOX, OR 6" ABOVE COUNTERTOP OR BACKSPLASH AS APPLICABLE

TO TOP OF BOX

A-1 A-1 CIRCUIT HOME RUN AND CONNECTION TO DEVICE (PANEL A, CIRCUIT #1), ARROW HEADS

INDICATE NUMBER OF CIRCUITS. PANEL DESIGNATION AS INDICATED. BRANCH CONDUCTORS

ARE #12 AWG COPPER IN 3/4" RACEWAY MINIMUM, UNO. DASHED LINE DENOTES

UNDERGROUND OR UNDER FLOOR CIRCUITS.

JJ JBJ JB JUNCTION BOX / PULL BOX

PANELBOARD

DOOR POSITION SWITCH

DOOR PUSH BOTTON, FLUSH MOUNTED AT 48" TO TOP UNO.

MAGNETIC DOOR HOLDER RELEASE, INTERFACE WITH FIRE ALARM SYSTEM

ES ELECTRIC STRIKE

CARD READER, FLUSH MOUNTED AT 48" TO TOP UNO.CR

FACP FIRE ALARM CONTROL PANEL

FAA FIRE ALARM ANNUNCIATOR PANEL

Z ZAM - ZONE ADDRESSABLE MODULE

F FIRE ALARM MANUAL PULL STATION. FLUSH MOUNT 48" AFF TO TOP OF BOX.

V FIRE ALARM HORN/STROBE LIGHT, MOUNT SUCH THAT ENTIRE LENS IS NOT LESS THAN 80" AFF AND NOT

GREATER THAN 96" AFF.

V FIRE ALARM STROBE LIGHT, MOUNT SUCH THAT ENTIRE LENS IS NOT LESS THAN 80" AFF AND

NOT GREATER THAN 96" AFF.

C DUAL DATA/TELEPHONE OUTLET. MOUNT AT 20" AFF TO TOP, UNO. PROVIDE A TWO GANG BOX, EXTRA

DEEP WITH 2x4 REDUCER PLATE. PROVIDE A 1" CONDUIT TO ABOVE ACCESSIBLE CEILING, TERMINATE

ABOVE CEILING WITH INSULATED BUSHING. "C" INDICATES 48" AFF OR 6" ABOVE COUNTER TO TOP OF

BOX. ROUGH-IN ONLY SYSTEM, CABLING AND DEVICE BY OTHERS.

DASHED INDICATES DEVICE TO BE REMOVED. REMOVE WIRING BACK TO PANEL OR NEAREST

EQUIPMENT REQUIRED TO REMAIN TO SERVE OTHER RETAINED LOADS. ENSURE THAT ALL

DOWNSTREAM LOADS TO REMAIN ARE MAINTAINED. REMOVE ALL BOXES AND CONDUIT EXCLUSIVELY

ASSOCIATED WITH THE DEVICE TO BE REMOVED. IF DEVICE IS IN WALL TO REMAIN, LEAVE BOX AND

CONDUIT AND BLANK OFF WITH NEW COVERPLATE. ABANDON CONDUITS IN SLAB AND SEAL OFF ALL

UNUSED CONDUIT FLUSH WITH SLAB.

(TYPICAL DEVICE

OR FIXTURE)

A, AMP AMPERE

AFF ABOVE FINISHED FLOOR

AWG AMERICAN WIRE GAUGE

C CONDUIT

CB CIRCUIT BREAKER

CU COPPER

DPS DOOR POSITION SWITCH

EC ELECTRICAL CONTRACTOR

EF EXHAUST FAN

EM EMERGENCY

EX EXISTING TO REMAIN

FA FIRE ALARM

GFI GROUND FAULT INTERRUPTER

GND, G GROUND

HP-1 HEAT PUMP

HP HORSEPOWER

HVAC HEATING, VENTILATION AND AIR CONDITIONING

JB JUNCTION BOX

KVA KILOVOLT AMPERE

KW KILOWATT

MCB MAIN CIRCUIT BREAKER

MLO MAIN LUG ONLY

N NEUTRAL

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUF. ASSOC.

OL OVERLOAD

PB PUSHBUTTON MOMENTARY CONTACT SWITCH

PNL PANEL

REC RECESSED

RGS RIGID GALVANIZED STEEL CONDUIT

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

V VOLT

WP WEATHERPROOF

XFMR TRANSFORMER

CARD READER

STRIKE

RELEASE

CARD READER

NETWORK

CONTINUES

ACCESS CONTROL NETWORK/

MONITORING INTRUSION NETWORK

FIRE ALARM

CONTROL MODULE

NETWORK

CONTINUES

ACCESS CONTROL NETWORK/

MONITORING INTRUSION NETWORK

CR CR

FACP

CEILING

LOCAL CONTROL W/POWER SUPPLY & BATTERY

OR AS GROUPED CONTROL IN TELECOM ROOM,

USE JUNCTION BOX HERE

LOCAL CONTROL W/POWER SUPPLY & BATTERY OR

AS GROUPED CONTROL IN TELECOM ROOM, USE

JUNCTION BOX HERE

CEILING

ELECTRIC

STRIKE

" CONDUIT

TYPICAL SINGLE DOOR - DOOR CONTROL/MONITORING TYPICAL DOUBLE DOOR - DOOR CONTROL/MONITORING

NTSNTS

N o

D a te

P u rp o se o f D o cu m e n t

Is s u

E S

VESTIBULE

C101

LOBBY

C102

NEW OFFICE

C103

NEW RESOURCE

OFFICER OFFICE

C104

C103A

EXISTING UNLABELED PANEL, SQUARE D

QO LOAD CENTER. LABEL PANEL O FOR

DESIGN PURPOSE

C102 C101

OFFICE OFFICE OFFICE

LOBBY

VESTIBULE

CORRIDOR

CLASSROOM

EXISTING AI PHONE

AND CARD READER

TO REMAIN

DISCONNECT AND

MAINTAIN POWER SUPPLY

FOR DOOR CONTROLS.

RECONNECT IN NEW WORKEXISTING TO

REMAIN

REMOVE 2X4 LIGHT

FIXTURE. MAINTAIN

CIRCUITRY FOR NEW

LIGHTING

REMOVE CAN LIGHT

FIXTURE. MAINTAIN

CIRCUITRY FOR NEW

LIGHTING

REMOVE AND

REPLACE AS SHOWN

IN NEW WORK

EXISTING UNLABELED PANEL, SQUARE D

QO LOAD CENTER. LABEL PANEL O FOR

DESIGN PURPOSE

EXISTING HEATER TO

REMAIN

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

M C

U se rs

\t a n n e r_ p a sc h a l\

D o cu m e n ts \1

C ri tz e r, S n o w vi ll e

S e cu ri ty V e st ib u le s

C tp a sc h a lN

.r v t

E101

C R

E R

M E

N T

A R

Y S

C H

O O

L D

E M

E W

W O

R K

N S

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

TLP

RMA

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

CRITZER ELEMENTARY NEW WORK FLOOR PLAN

PLAN NORTH

1/4" = 1'-0"

CRITZER ELEMENTARY DEMOLTION FLOOR PLAN

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

2' 4'0 8'

KEY PLAN

SHEET KEYED NOTES:

1. COORDINATE EXACT LOCATIONS OF ALL DEVICES AT RECEPTION COUNTER WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.

PROVIDE PUSHBUTTON ROUGH-IN FOR DOOR RELEASE AS FOLLOWS: (1) PUSHBUTTON FOR DOOR C101, (1) PUSHBUTTON FOR

DOOR C102, (1) PUSHBUTTON FOR DOOR C103A. PROVIDE LABEL ON EACH BUTTON FOR DOOR NUMBER CONTROLLED.

2. PROVIDE POWER JUNCTION BOX ABOVE ACCESSIBLE CEILING FOR ACCESS CONTROL. CONNECT TO PANEL O, SPARE 20AMP, 1POLE, 120VOLT BREAKER WITH 2#12 THWN CU, 1#12 THWN CU G, IN 3/4" EMT.

3. PROVIDE RECEPTACLE CIRCUIT TO PANEL O, SPARE 20AMP, 1POLE, 120VOLT BREAKER WITH 2#12 THWN CU, 1#12 THWN CU G, IN

3/4" EMT.

4. RECONNECT EXISTING DOOR POWER TO NEW DOOR CONTROLS.

5. PROVIDE RECEPTACLE CIRCUIT TO PANEL O, SPARE 20AMP, 1POLE, 120VOLT BREAKER WITH 2#12 THWN CU, 1#12 THWN CU G, IN

3/4" EMT.

GENERAL SHEET NOTES:

1. EXISTING FIRE ALARM CONTROL PANEL IS SIMPLEX. LOCATED IN MAIN OFFICE 101.

2. EXISTING DOOR ACCESS SYSTEM IS HONEYWELL SYSTEM. NEW DEVICES AND CONTROLS SHALL BE COMPATIBLE AND INTERFACE

WITH EXISTING SYSTEM. SEE KEYPLAN FOR APPROXIMATE LOCATION.

3. IF THERE ARE NO SPARE BREAKERS IN EXISTING PANELS, PROVIDE NEW 20AMP, 1POLE BREAKER, MATCHING EXISTING

MANUFACTURER AND RATINGS.

4. COORDINATE DEVICE MOUNTING WITH CASEWORK DETAILS ON ARCHITECTURE SHEETS.

APPROXIMATE

LOCATION OF EXISTING

DOOR ACCESS

CONTROL PANELS IN

STORAGE RM 301

DEMOLITION FLOOR PLAN LINE LEGEND

DEMOLITION

EXISTING TO REMAIN

NEW WORK LINE LEGEND

NEW CONSTRUCTION

EXISTING TO REMAIN

NTS

APPROXIMATE

LOCATION OF EXISTING

FACP IN MAIN OFFICE

N o

D a te

P u rp o se o f D o cu m e n t

C102

C103

C104 RELOCATE EXISTING FIXTURES AS NECESSARY TO

AVOID NEW WORK WALLS.

NEW FLAT LED PANEL 2X4 FIXTURE. CONNECT TO

EXISTING LIGHTING CIRCUITRY AND CONTROL.

EXTEND CIRCUITRY AS REQUIRED, MATCH

EXISTING TYPE AND SIZE

EXISTING HEATER TO

REMAIN

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

M C

U se rs

\t a n n e r_ p a sc h a l\

D o cu m e n ts \1

C ri tz e r, S n o w vi ll e

S e cu ri ty V e st ib u le s

C tp a sc h a lN

.r v t

E102

C R

E R

M E

N T

R Y

S C

H O

O L

H T

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

TLP

RMA

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

CRITZER ELEMENTARY LIGHTING PLAN

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

2' 4'0 8'

KEY PLAN

GENERAL SHEET NOTES:

1. NEW LED FLAT PANEL FIXTURE SHALL BE, OR BE SIMILAR TO LITHONIA - CPX 2X4 AL08 80CRI SWW7 SWL MVOLT. SET LUMEN

4000LM AND COLOR TEMPERATURE TO MATCH EXISTING HALLWAY COLOR TEMPERATURE.

2. PROVIDE EMERGENCY BATTERY OPTION 'E10WLCP' WHERE INIDCATED WITH HATCHING.

3. NEW LED 6" DOWNLIGHT FIXTURE SHALL BE, OR BE SIMILAR TO LITHONIA - LDN6 ALO4 SWW1 LO6 AR LSS MVOLT. SET LUMEN

4000LM AND COLOR TEMPERATURE TO MATCH EXISTING HALLWAY COLOR TEMPERATURE.

NTS

NEW WORK LINE LEGEND

NEW CONSTRUCTION

EXISTING TO REMAIN

N o

D a te

P u rp o se o f D o cu m e n t

F A C P

F A A

C R

ESES

ES ES

E S

F A C P

F A A

VESTIBULE

S102

LOBBY

S103

CORRIDOR

AI PHONE

NEW RESOURCE

OFFICER OFFICE

S105

NEW OFFICE

S104

S104A

EXISTING PANEL LC, SIEMENS TYPE S1

EXISTING DOOR ACCESS CONTROLS

RELOCATED AI PHONE,

EXTEND ASSOCIATED

CIRCUITRY AS NECESSARY,

MATCH TYPE AND SIZE

RELOCATED CARD READER.

CONNECT TO NEW DOOR

CONTROLS. EXTEND ASSOCIATED

CIRCUITRY AS NECESSARY, MATCH

TYPE AND SIZE

RELOCATED FIRE ALARM

PULL STATION, EXTEND

ASSOCIATED CIRCUITRY AS

NECESSARY, MATCH TYPE

AND SIZE

EXISTING PORTION OF

PLUGMOLD TO REMAIN.

RE-ROUTE POWER AS

NECESSARY TO MAINTAIN

EXISTING PORTION OF

PLUGMOLD TO REMAIN.

RE-ROUTE POWER AS

NECESSARY TO MAINTAIN

S103

S101A

S101

S102A

S102

DISCONNECT AND REMOVE CARD

READER. MAINTAIN FOR RELOCATION

IN NEW WORK.

DISCONNECT AND REMOVE AI PHONE.

MAINTAIN FOR RELOCATION IN NEW

WORK.

DISCONNECT AND REMOVE PORTION

OF PLUGMOLD THAT INTERFERES WITH

NEW WORK

MAINTAIN EXISTING RECEPTACLE, RE-

ROUTE POWER AS NECESSARY TO

MAINTAIN

DISCONNECT AND REMOVE PORTION

OF PLUGMOLD THAT INTERFERES WITH

NEW WORK

EXISTING PANEL LC

EXISTING DOOR ACCESS CONTROLS

DISCONNECT AND REMOVE FIRE ALARM

PULL STATION. MAINTAIN FOR

RELOCATION IN NEW WORK.

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

M C

U se rs

\t a n n e r_ p a sc h a l\

D o cu m e n ts \1

C ri tz e r, S n o w vi ll e

S e cu ri ty V e st ib u le s

C tp a sc h a lN

.r v t

E103

S N

O W

E N

T A

R Y

S C

H O

O L

D E

M O

E W

W O

R K

N S

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

TLP

RMA

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

SNOWVILLE ELEMENTARY NEW WORK FLOOR PLAN

PLAN NORTH

1/4" = 1'-0"

SNOWVILLE ELEMENTARY DEMOLITION PLAN

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

2' 4'0 8'

KEY PLAN

SHEET KEYED NOTES:

1. COORDINATE EXACT LOCATIONS OF ALL DEVICES AT RECEPTION COUNTER WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN.

PROVIDE PUSHBUTTON ROUGH-IN FOR DOOR RELEASE AS FOLLOWS: (1) PUSHBUTTON FOR DOOR S102, (1) PUSHBUTTON FOR DOOR

102A, (1) PUSHBUTTON FOR DOOR 103. PROVIDE LABEL ON EACH BUTTON FOR DOOR NUMBER CONTROLLED.

2. PROVIDE POWER JUNCTION BOX ABOVE ACCESSIBLE CEILING FOR ACCESS CONTROL. CONNECT TO PANEL LC, SPARE 20AMP, 1POLE, 120VOLT BREAKER WITH 2#12 THWN CU, 1#12 THWN CU G, IN 3/4" EMT.

3. PROVIDE RECEPTACLE CIRCUIT TO PANEL LC, SPARE 20AMP, 1POLE, 120VOLT BREAKER WITH 2#12 THWN CU, 1#12 THWN CU G, IN

3/4" EMT.

4. PROVIDE POWER JUNCTION BOX ABOVE ACCESSIBLE CEILING FOR DOOR MAG HOLD OPEN. CONNECT TO PANEL LC, SPARE 20AMP, 1POLE, 120VOLT BREAKER WITH 2#12 THWN CU, 1#12 THWN CU G, IN 3/4" EMT. PROVIDE ZAM AND CONNECTION TO FIRE ALARM

SYSTEM SO THAT DOOR IS RELEASED UPON FIRE ALARM ACTIVATION.

5. PROVIDE RECEPTACLE CIRCUIT TO PANEL LC, SPARE 20AMP, 1POLE, 120VOLT BREAKER WITH 2#12 THWN CU, 1#12 THWN CU G, IN

3/4" EMT.

GENERAL SHEET NOTES:

1. EXISTING FIRE ALARM CONTROL PANEL IS SIMPLEX.

2. EXISTING DOOR ACCESS SYSTEM IS HONEYWELL SYSTEM. NEW DEVICES AND CONTROLS SHALL BE COMPATIBLE AND INTERFACE

WITH EXISTING SYSTEM.

3. IF THERE ARE NO SPARE BREAKERS IN EXISTING PANELS, PROVIDE NEW 20AMP, 1POLE BREAKER, MATCHING EXISTING

MANUFACTURER AND RATINGS.

4. COORDINATE DEVICE MOUNTING WITH CASEWORK DETAILS ON ARCHITECTURE SHEETS.

DEMOLITION FLOOR PLAN LINE LEGEND

DEMOLITION

EXISTING TO REMAIN

NEW WORK LINE LEGEND

NEW CONSTRUCTION

EXISTING TO REMAIN

CLASSROOMCORRIDOR

MAIN OFFICE

MAIN LOBBY

MAIN OFFICE

NTS

N o

D a te

P u rp o se o f D o cu m e n t

S102

S104 S103

S105

Sheet No.

Seal

Designed

Drawn

Checked

Date

Project No.

D a te /T im e

F il e

N a m e

M C

U se rs

\t a n n e r_ p a sc h a l\

D o cu m e n ts \1

C ri tz e r, S n o w vi ll e

S e cu ri ty V e st ib u le s

C tp a sc h a lN

.r v t

E104

S N

O W

E N

T A

R Y

S C

H O

O L

H T

S E

C U

Y V

E S

S F

O R

C R

E R

S N

O W

E N

T A

R Y

S C

H O

TLP

RMA

17102

01/18/2024

PLAN NORTH

1/4" = 1'-0"

SNOWVILLE ELEMENTARY LIGHTING PLAN

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

2' 4'0 8'

KEY PLAN

MAINTAIN EXISTING FIXTURES, RELOCATE LIGHT

FIXTURES AS NECESSARY TO AVOID NEW

CONSTRUCTION WALLS, TYP. COORDINATE WITH

EXISTING DEVICES AND MECHANICAL DIFFUSERS

MAINTAIN EXISTING FIXTURES, RELOCATE

LIGHT FIXTURES AS NECESSARY TO AVOID

NEW CONSTRUCTION WALLS, TYP.

COORDINATE WITH EXISTING DEVICES AND

MECHANICAL DIFFUSERS

RELOCATE EXISTING LOCAL

SPEAKER OUTSIDE OF OFFICE TO

APPROXIMATE LOCATION SHOWN

NTS

N o

D a te

P u rp o se o f D o cu m e n t

Sheets

G001 - TITLE SHEET

G002 - PROJECT INFORMATION AND DATA

A101 - CRITZER ELEMENTARY SCHOOL DEMOLITION & NEW WORK PLANS

A102 - CRITZER ELEMENTRY SCHOOL REFLECTED CEILING PLAN & INTERIOR ELEVATIONS

A103 - SNOWVILLE ELEMENTARY SCHOOL DEMOLITION & NEW WORK PLANS

A104 - SNOWVILLE ELEMENTARY REFLECTED CEILING PLAN & INTERIOR ELEVATIONS

A601 - DOOR AND FINISH SCHEDULES, NOTES, AND LEGEND

A602 - STOREFRONT ELEVATIONS

File details come from the government source that posted it. Updated Apr 2, 2024.