Solicitation Attachment B - Drawings.pdf

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

PROJECT LOCATION

N

PROJECT AREA

N

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AR0012462

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

ABOVE GROUP, INC.

MECHANICAL ELECTRICAL PLUMBING

305 EAST DRIVE, SUITE H

MELBOURNE, FL 32904

321.345.9026 P

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:2

:5

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Lakemont Emergency Management Buildout

06/23/2022

COVER SHEET

G001

NSJR

675-21-803

Orlando, Florida

Lakemont Emergency Management Buildout 2500 S. Lakemont Avenue Orlando, Florida PROJECT #: 675-21-803

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

G001 COVER SHEET

G100 CODE DATA/ LIFE SAFETY DRAWING

AD101 DEMOLITION PLAN

A101 NEW WORK PLAN

A121 REFLECTED CEILING PLAN

A201 SHIELDING DETAILS

AF101 FINISH PLAN

AS101 SIGNAGE PLAN

FP001 FIRE PROTECTION LEGENDS, SYMBOLS, & GENERAL NOTES

FPD101 FIRE PROTECTION FLOOR PLAN - DEMO

FP101 FIRE PROTECTION FLOOR PLAN - NEW WORK

FP501 FIRE PROTECTION DETAILS

M-001 MECHANICAL LEGENDS AND SYMBOLS

MD111 HVAC DEMO PLAN - 1ST FLOOR

MH111 DUCTWORK PLAN - 1ST FLOOR

M-501 MECHANICAL DETAILS

M-801 MECHANICAL SCHEDULES & CONTROLS

E-001 ELECTRICAL LEGENDS & SYMBOLS

E-002 ELECTRICAL GENERAL NOTES

ED101 ELECTRICAL FLOOR PLAN - DEMO

EP100 ELECTRICAL OVERALL PLAN - FEEDER ROUTING

EL101 ELECTRICAL FLOOR PLAN - LIGHTING

EP101 ELECTRICAL FLOOR PLAN - POWER

E-501 ELECTRICAL DETAILS

E-601 ELECTRICAL SCHEDULES

E-901 ELECTRICAL DIAGRAMS

FA001 FIRE ALARM LEGEND & SYMBOLS

FAD101 FIRE ALARM FLOOR PLAN - DEMO

FA100 FIRE ALARM FLOOR PLAN - OVERALL

FA101 FIRE ALARM FLOOR PLAN - NEW

T-001 TELECOM LEGENDS & SYMBOLS

TD101 TELECOM FLOOR PLAN - DEMO

TN100 TELCOM FLOOR PLAN - OVERALL PLAN

TN101 TELECOM FLOOR PLAN - DATA/ACCESS

TS101 TELECOM FLOOR PLAN - INTRUSION/ACCESS

T-501 TELECOM DETAILS

GENERAL CONSTRUCTION NOTES

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. iF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL BE SUBJECT TO

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, ICD 705, AND OTHER CODES AS IDENTIFIED

IN VHA PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND

EXECUTIVE ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF

VETERAN AFFAIRS, TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER AND CONTRACTING OFFICER'S

REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

DRAWING INDEXVICINITY MAP

KEY PLAN - FIRST FLOOR

RECORDS MANAGEMENT LANGUAGE FOR CONTRACTS (NARA)

7. The Government Agency owns the rights to all electronic information (electronic data, electronic information systems, electronic databases, etc.) and all supporting documentation created as part of this contract. Contractor must deliver sufficient technical documentation with all data deliverables to permit the agency to use the data.

8. Contractor agrees to comply with Federal and Agency records management policies, including those policies associated with the safeguarding of records covered by the Privacy Act of 1974. These policies include the preservation of all records created or received regardless of format [paper, electronic, etc.] or mode of transmission [e-mail, fax, etc.] or state of completion [draft, final, etc.].

9. No disposition of documents will be allowed without the prior written consent of the Contracting Officer. The Agency and its contractors are responsible for preventing the alienation or unauthorized destruction of records, including all forms of mutilation. Willful and unlawful destruction, damage or alienation of Federal records is subject to the fines and penalties imposed by 18 U.S.C. 2701. Records may not be removed from the legal custody of the Agency or destroyed without regard to the provisions of the agency records schedules.

10. Contractor is required to obtain the Contracting Officer's approval prior to engaging in any contractual relationship (sub-contractor) in support of this contract requiring the disclosure of information, documentary material and/or records generated under, or relating to, this contract. The Contractor (and any sub-contractor) is required to abide by Government and Agency guidance for protecting sensitive and proprietary information.

The following standard items relate to records generated in executing the contract and should be included in a typical Electronic Information Systems (EIS) procurement contract:

1. Citations to pertinent laws, codes and regulations such as 44 U.S.C chapters 21, 29, 31 and 33; Freedom of Information Act (5 U.S.C. 552); Privacy Act (5 U.S.C. 552a); 36 CFR Part 1222 and Part 1228.

2. Contractor shall treat all deliverables under the contract as the property of the U.S.

Government for which the Government Agency shall have unlimited rights to use, dispose of, or disclose such data contained therein as it determines to be in the public interest.

3. Contractor shall not create or maintain any records that are not specifically tied to or authorized by the contract using Government IT equipment and/or Government records.

4. Contractor shall not retain, use, sell, or disseminate copies of any deliverable that contains information covered by the Privacy Act of 1974 or that which is generally protected by the Freedom of Information Act.

5. Contractor shall not create or maintain any records containing any Government Agency records that are not specifically tied to or authorized by the contract.

6. The Government Agency owns the rights to all data/records produced as part of this contract.

Revisions Date

Bid Set 06/23/2022

Attachment - B Drawings

0-HR Smoke Partition - NFPA 101-8.4

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Means of Egress

Existing Wall to Remain

New Wall

Area Not In Contract

Fire Extinguisher Location

Exit Sign Location

LIFE SAFETY LEGEND

F.E.

Mechanical

Mechanical

Electrical

Mechanical

Storage

Receiving

Storage

Storage

Storage

Storage

Janitor

Mechanical

Common Path of Travel Max. Allowable = 100'

Actual = 90'

Travel Distance to Exit Max. Allowable = 300'

Actual = 193'

Travel Distance to Exit Max. Allowable = 300'

Actual = 230'

F.E.

F.E.

F.E.

Travel Distance to Exit Max. Allowable = 300'

Actual = 63'

Project Data Project Name: Lakemont Emergency Management Buildout Project Number: VA# 675-21-803 / RDCJPA# 21020.00 Project Address: Orlando VA Medical Center

Lakemont Facility 2500 S. Lakemont Ave.

Orlando, FL 32814

Project Description: Renovation of existing rooms to create a space that complies with ICD/ICS 705 security requirements and the installation of required communications platforms IAW OSTP/OMB Directive 16-1.

Applicable Building Codes Authority Having Jurisdiction: Orlando – Veterans Affairs Medical Center Building Code: NFPA 101, Life Safety Code, 2021 Edition

NFPA 96, Standard for Ventilation Control and Fire International Building Code, 2015 Edition

Accessibility Code: Architectural Barriers Act Accessibility Standards w. VA supplement PG 18-13

Structural Code: N/A Elevator Code: N/A Energy Code: ASHRAE 90.1-2013 (target 30% better than baseline) Mechanical Code: 2015 International Mechanical Code Plumbing Code: 2015 International Plumbing Code

2015 Fuel Gas Code Electrical Code: 2017 NFPA 70 National Electrical Code Fire Code: 2019 NFPA 72 National Fire Alarm Code

2010 NFPA 13, 13D & 13R

Life Safety Summary Occupancy: Business (Concentrated) Construction Type: I (332) (NFPA 5000, Table 7.2.1.1) Allowable Height/Stories: Unlimited (NFPA 5000, Table 7.4.1.4.5.1) Actual Height: 58'-8" Allowable Area: Unlimited (NFPA 5000, Table 7.4.1.4.5.1) Actual Area: 1,737 SF Occupant Load: 1,737 sf @ 50 sf / occupant = 34 occupants Hazard of Content: Ordinary Hazard Contents Sprinkler System: Fully suppressed (NFPA 13) Seismic Design Category: Category A Required Separations: Storage Rooms > 100 sf: 1 HR Fire Barrier

Boiler/Furnace Rooms: 1 HR Fire Barrier Electrical Rooms: 1 HR Fire Barrier Stairs: Existing Shafts: 1 HR connecting <4 stories

Travel Distance Restrictions: Dead-End Corridor Limit: 50 ft.

Common Path of Travel: 100 ft.

Travel Distance to Exits: 300 ft.

Travel Distance from Room: 300 ft.

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/2

/2

:1

:3

P

M

Lakemont Emergency Management Buildout

06/23/2022

CODE DATA/ LIFE SAFETY

DRAWING

G100

NSJR

675-21-803

Orlando, Florida

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

N Scale: 1/16" = 1'-0"

Code Plan

Revisions Date

Bid Set 06/23/2022

UP

D

E

1 2

MAIL ROOM

117C

MAIL ROOM

117B

OFFICE

117A

LOADING

DOCK

2.51

2.53

2.532.53

2.53

2.53

2.54

2.542.54

2.54

2.54

2.56

2.56

2.55

2.55

2.55

2.57

2.57

2.57

2.58

2.58

2.60

2.60

1'-1"

1' -1

" T1.0

7'-6" 5'-6" 1'-0" 5'-6"

2.62

2.52

DEMOLITION LEGEND

Wall to be Demolished

Existing Wall to Remain

Door and Frame to be Demolished

Not in Contract Area

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:5

:1

P

M

Lakemont Emergency Management Buildout

06/23/2022

DEMOLITION PLAN

AD101

NSJR

675-21-803

Orlando, Florida

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to Owner. Box hardware before giving to Owner.

C. Prepare walls and floor slabs as required to receive new finish materials where existing finish is indicated to be removed.

D. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

E. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of areas 117A, 117B, 117F, 117G shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

G. Protect existing finishes surrounding temporary partition. Repair damaged areas upon removal of temporary partion.

H. All existing items to be removed from walls. floors, and ceilings to allow for installation of continuous sheet metal directly to those surfaces.

N Scale: 1/4" = 1'-0"

Demolition Plan

2.51 Remove existing plastic laminate counter and supports.

2.52 Remove existing shelves and supports.

2.53 Remove existing carpet tiles and rubber base. Prepare slab for new finishes.

2.54 Remove existing suspended acoustical ceiling tile, grid, and hangers. See MEP Drawings.

2.55 Remove existing door. Hollow metal frame to remain.

2.56 Remove existing hollow metal frame.

2.57 Remove existing metal wall furring and gypsum board.

2.58 Remove portion of concrete wall from flush with floor slab to a height of 10'-0" A.F.F. Repair/infill slab at removed wall to provide flush surface for new floor finishes.

2.60 Sawcut and remove existing concrete slab to allow for new construction. See Electrical Drawings.

2.62 Remove portion of brick and CMU wall as required for

installation of new louver. See Mechanical Drawings.

PLAN NOTES

GENERAL DEMOLITION NOTES

D

E

1 2

Open Office

117C

Server Room

117D

Open Office

117B

Office

117A

S1.0

S1.0

S2.4

S2.4

S4.0

S2.4

S4.1

S4.1

S4.1S4.1

S4.1

S4.1S4.1S4.1

S4.1S4.0

S4.0

S4.0 117C

117D

21'-7" 4 7/8" 17'-1 5/8"

/8

/8

" 3

S1.0-F

117F

117E

Vestibule

117E

Vestibule

117F

S3.0

S3.0 S3.0

S3.0

S3.0S3.0

Closet

117G

ALIGN

ALIGN

9.18

9.18

9.18

9.18

9.18

9.18

8.158.158.15

117B

7.88

7.88

A121

A121

A121

Sim

S2.0

S4.0

S5.0

S5.0

2.04

A121

A121

Sim

9.16

9.169.16

5.01

5.03

5.03

5.03

S2.4

S3.0

A121

TYP.

A121

Sim

T1.0

10.41

10.41

8.15

10.41

Mechanical

117H

117H

S1.0

ALIGN

S1.0

4 7/8"

9.219.21

9.02

9.80

7.82

7.82

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

SEE SCHED.

S E

E S

C H

E D

U L E

F

2"

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

8.08

SEE PLAN

1/2" 1/2"

H1

J1

8.02

9.21

9.80

8.02

9.09

9.21

9.80

9.08

7.82

7.82 1/2" 1/2"

S2.4

9.21

9.01

7.82

2 1/8"

S4.0

2 1/8"

AIRSPACE

1 1/2"

9.21

9.01

7.82

9.23

4.29

4 1/4"

5.02

5.03

S3.0

1 1/2"

9.05

9.21

S1.0-F

1-HR RATED

FIRE BARRIER

U.L. #U465

4 7/8"

9.219.21

9.02

9.80

7.82

7.82

8"

8.078.07

2 1/8" 1 1/2"

S2.4

S2.4 9.21

9.21

7.827.82

2.03

2.03

9.23

5.01

/2

7.82

7.82

9.09

9.17

9.17

9.19

9.19

8.08

2.02

9.17

5.01

S5.0

9.21

9.21

9.80

7.82

7.82

5.11

9.02

6 1/4"

5.02

5.03

9.21

S2.0

9.21

9.02

7.82

7.82

4 1/4"

9.80

S4.1

2 1/8"

AIRSPACE

1 1/2"

9.21

9.01

7.82

7.82

9.23

4.29

4 1/4"

5.02

5.03

T1.0

9.21

9.02

9.80

9.16

4 7/8"

6.15

Construction Side

Public Side

1-HR RATED

FIRE BARRIER

U.L. #U465

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:5

:1

P

M

Lakemont Emergency Management Buildout

06/23/2022

NEW WORK PLAN

A101

NSJR

675-21-803

Orlando, Florida

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. Infill all openings in existing walls within RF-shielding boundary with wall type S5.0. See Wall Types for details.

E. Comply with requirements found in Best Practice Guidelines for Architectural Radio Frequency Shielding document and Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities version 1.5.

F. Reference sheet A201 for RF shielding details.

G. Protect existing finishes surrounding temporary partition. Repair damaged areas upon removal of temporary partion.

N Scale: 1/4" = 1'-0"1 Dimension Plan

2.02 Existing structure to remain.

2.03 Existing concrete wall to remain.

2.04 Existing card reader to remain.

4.29 Airspace.

5.01 26 GA. sheet metal shielding with RF shielding grade foil tape at seams.

5.02 Install continuous 26 ga. Sheet metal to underside of concrete slab with flush mount screws at 8" o.c. Joints shall be covered with bent metal seam plates. All seams and screws to be sealed with RF shielding grade foil tape. Metal shall overlap the walls and corners at least 12" to allow for electrical bonding.

5.03 Install continuous 26 ga. Sheet metal to concrete slab with flush mount screws at 8" o.c. Joints shall be covered with bent metal seam plates. All seams and screws to be sealed with RF shielding grade foil tape. Metal shall overlap the walls and corners at least 12" to allow for electrical bonding.

5.11 3/4" #9 10 gauge expanded metal mesh. Spot weld or screw with washers or fastener system at 6" o.c. to studs, deck, and floor.

6.15 5/8" fire-rated plywood. Paint to match existing adjacent wall color.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

7.88 New expansion joint cover at existing building expansion joint.

Color to match wall color.

8.02 Hollow metal frame.

8.07 RF-shielded hollow metal frame.

8.08 Threshold at RF door, set in bed of acoustic sealant.

8.15 New card reader. See technology drawings for details.

9.01 1 1/2" non-structural metal framing @ 16" o.c.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.05 7/8" furring channel @ 16" o.c.

9.08 Metal framing box header.

9.09 Double metal framing at jambs, typ.

9.16 Infill hole with wall type S5.0. See Wall Types and sheet A121 for details.

9.17 Provide continuous RF shielding at door frame. Overlap the connection between door frame/sill shielding and wall/floor shielding with RF shielding grade foil tape. Refer to door manufacturer's installation instruction for details.

9.18 Boundary of RF shielding. Provide continuous layer of RF shielding throughout room. See Wall Types for wall shielding.

Provide 26 ga. sheet metal at floors and underside of deck above. All joints shall be finished to provide a continuous RF shielding barrier.

9.19 Install 6" wide RF shielding grade foil tape around entire perimeter of rough opening.

9.21 5/8" Type 'X' gypsum board.

9.23 5/8" Type 'X' RF-shielded gypsum board. Attach to existing concrete walls with construction adhesive. Cover all joints with RF shielding grade foil tape per manufacturer's guidelines.

9.80 Acoustic insulation

10.41 Semi-recessed fire extinguisher cabinet.

PLAN NOTES

GENERAL NOTES

Scale: 1" = 1'-0"

Wall Types

DOOR SCHEDULE

DOOR

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM TYPE MAT'L

SIZE

TYPE MAT'L HEAD JAMB SILL# W H T

117B 117B LD-1 F HM 1 3'-6" 7'-0" 1 3/4" EX EX EX EX EX 45 MIN. 02 Card Reader

117C 117C 117E F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 -- -- 04 Card Reader

117D 117E 117D F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 -- -- 03 Card Reader

117E 117E 117B F WD 1 3'-0" 7'-0" 1 3/4" 1 HM J2, SIM. J2 S1 -- 01 Card Reader, STC 50 min., RF Shielded Door & Frame

117F C-1 117F F WD 1 3'-0" 7'-0" 1 3/4" EX EX EX EX EX 45 MIN. 05 Existing Card Reader

117H 117H 117F F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 -- -- 06

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

Door Types Scale: 1/4" = 1'-0"

H.M. Frame Types

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

H.M. Frame Details

J2

S1

117C

117D 117B

117A

9'-0"

9'-0"

8'-0"

117E

117F

8'-0"

8'-0"

117G

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

1.02

2.052.05

5.02

5.02

5.02

9.18

9.18

9.18

9.18

7.87

7.87

A121

1.02

117H

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Pendant light fixture

Chain-hung light fixture

Access panel

Recessed wall-wash fixture

Surface-mounted strip light fixture

Area Not in Contract

S1.0

S4.0 S4.1

2.03

/8

/2

4.29

9.23

S4.1 S2.0

2.03

9.23

1/

8"

1/

2"

4.29

S4.0

S2.4

6.03

9.23

1/

8"

1/

2"

9.23

S4.1 S3.0

S2.0

2 1/8"

AIRSPACE

1 1/2"

9.23

9.219.21

5.11

9.02

2.03

9.809.80

9.21

S5.0

2.09

5.03

9.50

26.02

2.60

3.01

5.04

3.03

2"

8.61

7.81

7.81

4.01

4.28

4.26

2.10

1"

7.87

9.41

S3.0 S3.0

1"

7.88

6.03

2.06

7.13

6.03

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

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Lakemont Emergency Management Buildout

06/23/2022

REFLECTED CEILING PLAN

A121

NSJR

675-21-803

Orlando, Florida

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

N Scale: 1/4" = 1'-0"

Reflected Ceiling Plan

A. All wood blocking shall be fire retardant.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Project Engineer.

C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

D. See Electrical Drawings for lighting specifications.

1.02 No ceiling work this area.

2.03 Existing concrete wall to remain.

2.05 Rework existing ceiling around new wall.

2.06 Existing CMU wall to remain.

2.09 Existing concrete slab.

2.10 Existing brick and CMU wall to remain.

2.60 Sawcut and remove existing concrete slab to allow for new construction. See Electrical Drawings.

3.01 Fill damaged areas with high-strength, fast setting, single component concrete repair material to provide smooth uniform surface.

3.03 Infill trench with high-strength, fast setting, single component concrete repair material after trench is lined with sheet metal and conduits have been placed.

4.01 Remove and reinstall existing brick veneer as required for installation of new flashing, weeps, and mortar mesh.

4.26 Thru wall flashing. Run new flashing under existing air and moisture barrier. If no moisture barrier is present, then seal top edge of flashing to existing building insulation with flashing tape.

4.28 Cavity drainage mesh.

4.29 Airspace.

5.02 Install continuous 26 ga. Sheet metal to underside of concrete slab with flush mount screws at 8" o.c. Joints shall be covered with bent metal seam plates. All seams and screws to be sealed with RF shielding grade foil tape. Metal shall overlap the walls and corners at least 12" to allow for electrical bonding.

5.03 Install continuous 26 ga. Sheet metal to concrete slab with flush mount screws at 8" o.c. Joints shall be covered with bent metal seam plates. All seams and screws to be sealed with RF shielding grade foil tape. Metal shall overlap the walls and corners at least 12" to allow for electrical bonding.

5.04 Line the inside of trench with 26 GA. sheet metal. Seal all seams and gaps with RF shielding grade foil tape.

5.11 3/4" #9 10 gauge expanded metal mesh. Spot weld or screw with washers or fastener system at 6" o.c. to studs, deck, and floor.

6.03 2" x fire-treated wood blocking.

7.13 Batt thermal wall insulation. R-11 min.

7.81 Continuous sealant over backer rod.

7.87 Ceiling expansion joint assembly.

7.88 New expansion joint cover at existing building expansion joint.

Color to match wall color.

8.61 Prefinished aluminum louver. See Mechanical Drawings.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.18 Boundary of RF shielding. Provide continuous layer of RF shielding throughout room. See Wall Types for wall shielding.

Provide 26 ga. sheet metal at floors and underside of deck above. All joints shall be finished to provide a continuous RF shielding barrier.

9.21 5/8" Type 'X' gypsum board.

9.23 5/8" Type 'X' RF-shielded gypsum board. Attach to existing concrete walls with construction adhesive. Cover all joints with RF shielding grade foil tape per manufacturer's guidelines.

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.50 Carpet tile.

9.80 Acoustic insulation

26.02 Conduit. See Electrical and Telecom Drawings for details.

PLAN NOTES

GENERAL NOTES

Scale: 1 1/2" = 1'-0"1 Plan Detail

Scale: 1 1/2" = 1'-0"2 Plan Detail

Scale: 1 1/2" = 1'-0"3 Plan Detail

Scale: 1 1/2" = 1'-0"4 Trench Detail

Scale: 1 1/2" = 1'-0"5 Louver Detail

Scale: 3" = 1'-0"6 Expansion Joint Detail

Scale: 3" = 1'-0"7 Expansion Joint Detail

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

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Lakemont Emergency Management Buildout

06/23/2022

SHIELDING DETAILS

A201

NSJR

675-21-803

Orlando, Florida

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

Scale: N.T.S.

Typical Joint: Gypsum Board Scale: N.T.S.

2-Way Horizontal Joint: Gypsum Board Scale: N.T.S.

2-Way Vertical Joint: Gypsum Board Scale: N.T.S.

Inside & Outside Corners: Gypsum Board Scale: N.T.S.

Insulated Pipe Penetration: Gypsum Board Scale: N.T.S.

Air Vent Wave Guide: Gypsum Board

Scale: N.T.S.

Fiber-Optic Penetration: Gypsum Board Scale: N.T.S.

Waveguide Beyond Cutoff Pipe Penetration:

Gypsum Board

Scale: N.T.S.

Typical Joint: Sheet Metal Scale: N.T.S.

2-Way Horizontal Joint: Sheet Metal Scale: N.T.S.

2-Way Vertical Joint: Sheet Metal Scale: N.T.S.

Inside Corner: Sheet Metal Scale: N.T.S.

Outside Corner: Sheet Metal

Open Office

117C Server Room

117D

Vestibule

117E

Open Office

117B

Office

117A

Vestibule

117F

Closet

117G

CPT-1

CPT-1

CPT-1

CPT-1

CPT-1

LVT-1

2.07 5.03

5.03

5.03

8.08

2.082.08Mechanical

117H

SC-1

8 8 8 8

11 10

1 2

Open Office

117C

Server Room

117D

Vestibule

117E

Open Office

117B

Vestibule

117F

Closet

117G

Office

117A

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

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Lakemont Emergency Management Buildout

06/23/2022

FINISH PLAN

AF101

NSJR

675-21-803

Orlando, Florida

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

ROOM FINISH SCHEDULE

ROOM # ROOM NAME FLOOR BASE

WALLS CASEWORK

CEILINGNorth South East West Cabinet Countertop

117A Office CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

117B Open Office CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

117C Open Office CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

117D Server Room LVT-1 RB-1 P-1 P-1 P-1 P-1 --

117E Vestibule CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

117F Vestibule CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

117G Closet CPT-1 RB-1 P-1 P-1 P-1 P-1 ACT-1

117H Mechanical SC-1 RB-1 P-1 P-1 P-1 P-1 --

C-1 Corridor Existing RB-2 -- -- -- P-2 Existing

FINISH LEGEND

CODE FINISH TYPE MANUFACTURER PRODUCT / COLOR COMMENTS

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG CEILING SOLUTIONS ULTIMA 1912, 2' X 2', BEVELED TEGULAR, WHITE SUPRAFINE 9/16" EXPOSED TEE GRID

CPT-1 CARPET TILES INTERFACE RAW, FOUNDRY 101057, 50cm x 50cm INSTALLATION: QUARTER TURN

LVT-1 LUXURY VINYL TILE EF CONTRACT STAINED CONCRETE, LIMESTONE 00002, 18" X 36" INSTALLATION: ASHLAR

P-1 PAINT (FIELD) SHERWIN WILLIAMS SHIELD INTERIOR LATEX WALL PAINT, SW7021 SIMPLE WHITE GLOSS LEVEL 3

P-2 PAINT - - MATCH EXISTING PAINT IN CORRIDOR

RB-1 RUBBER BASE JOHNSONITE 6" COVE BASE, 32 PEBBLE WG

RB-2 RUBBER BASE - - MATCH EXISTING BASE IN CORRIDOR

SC-1 SEALED CONCRETE EUCLID CHEMICAL INCRETE CRYSTAL CLEAR, LOW VOC

N Scale: 1/4" = 1'-0"1 Finish Plan

N Scale: 1/8" = 1'-0"2 Furniture Plan

FURNITURE & EQUIPMENT SCHEDULE

Type Mark Description Count

Supplier / Installer Comments

1 Adjustable height electric pedestal table. 8 VA/VA

2 Chair 21 VA/VA

3 CRIPTO 1 VA/VA

4 File Cabinet 3 VA/VA

5 Flat Screen TV 7 VA/VA

6 Floor Copier/Printer 2 VA/VA

7 Mobile pedestal file with three drawers and casters. 8 VA/VA

8 Server Rack 7 VA/VA

9 Table-Rectangular 1 VA/VA

10 Table-round 1 VA/VA

11 Microwave 1 VA/VA

12 Side by Side Refrigerator 1 VA/VA

13 Transformer 1 GC/GC

14 Access Control Cabinet 1 GC/GC

15 Access Control Door Power Supply 1 GC/GC

2.07 Existing carpet to remain.

2.08 Patch and repair existing carpet at new wall location.

5.03 Install continuous 26 ga. Sheet metal to concrete slab with flush mount screws at 8" o.c. Joints shall be covered with bent metal seam plates. All seams and screws to be sealed with RF shielding grade foil tape. Metal shall overlap the walls and corners at least 12" to allow for electrical bonding.

8.08 Threshold at RF door, set in bed of acoustic sealant.

PLAN NOTES

Open Office

117C Server Room

117D

Open Office

117B

Office

117A

Vestibule

117E

Closet

117G

Vestibule

117F

A

AA

F

B

A

BB

C

F

AF

B

A

Mechanical

117H

A

.F .F

A

.F .F

A

.F .F

T y p ic a l L ig h t S w it c h M o u n ti n g H e ig h t

M in

A

D A

M o u n ti n g

H e ig h t

M a x A

D A

M o u n ti n g

H e ig h t

A

.F .F

A B C D

Finished Floor

S T A

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AR0012462

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

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Lakemont Emergency Management Buildout

06/23/2022

SIGNAGE PLAN

AS101

NSJR

675-21-803

Orlando, Florida

Frank Wales - Facilities Deputy Chief

CONSTRUCTION

DOCUMENTS

21020.00

N Scale: 1/8" = 1'-0"

Signage Plan

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

Signage Mounting Heights

AB

CF

FIRE PROTECTION LEGEND GENERAL LEGEND

SYMBOL DESCRIPTION

OS&Y VALVE

FIRE DEPARTMENT CONNECTION

FIRE PROTECTION RISER

GATE VALVE

ALARM CHECK VALVE

BALL VALVE

PRESSURE REGULATING VALVE

BUTTERFLY VALVE

FLOW SWITCH

SYMBOL DESCRIPTION

PIPE TURNING DOWN

PIPE TURNING UP

FS FLOW SWITCH

TS TAMPER SWITCH

HOSE HOSE LINE CABINET

LH LIGHT HAZARD

OH-1 ORDINATY HAZARD - GROUP 1

OH-2 ORDINATY HAZARD - GROUP 2

FLUSHING CONNECTION OR CAP

A

B

SIM

FP

SECTION SYMBOL:

A = IDENTIFYING LETTER

B = SHEET WHERE SECTION IS SHOWN

SIM = SIMILAR

(ONLY NOTED IF IT APPLIES)

FIRE PROTECTION RISER DESIGNATION:

A = RISER IDENTIFYING SYSTEM TYPE

1 =

REVISION CLOUD AND

REVISION NUMBER

A

TITLE SYMBOL ON SHEET WHERE SHOWN

A = IDENTIFYING NUMBER/LETTER

RISER IDENTIFYING SYSTEM NUMBER

SYMBOL DESCRIPTION

FIRE PROTECTION COMPLIANCE NOTES

FIRE PROTECTION ABBREVIATIONS

AS ABOVE SLAB

AHJ AUTHORITY HAVING JURISDICTION

AFF ABOVE FINISHED FLOOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASTM AMERICAN STANDARDS TESTING MATERIALS

BFP BACKFLOW PREVENTER

BLDG BUILDING

BOR BOTTON OF RISER

BS BELOW SLAB

CAP CAPACITY

CONN CONNECTION

CONT CONTINUOUS

CV CHECK VALVE

DIA DIAMETER

DN DOWN

DP DRY PENDENT

DS DRY SIDE WALL

DWG DRAWING

ELEV ELEVATION

ºF DEGREES FAHRENHEIT

FDC FIRE DEPARTMENT CONNECTION

FDV FIRE DEPARTMENT VALVE

FM FACTORY MUTUAL

FP FIRE PROTECTION

FS FLOW SWITCH

FT FEET

GA GAUGE

GAL GALLON(S)

GALV GALVANIZED

GPM GALLONS PER MINUTE

HD HEAD

HP HORSEPOWER

HR HOUR

HYD HYDRANT

HZ HERTZ

IE INVERT ELEVATION

ID INTERNAL DIAMETER

IN INCHES

IPS INTERNATIONAL PIPE STANDARD

ABBR. DESCRIPTION ABBR. DESCRIPTION

KW KILOWATT

LF LINEAR FEET

MAX MAXIMUM

MFG. MANUFACTURER

MIN MINIMUM

NA NOT APPLICABLE

NC NORMALLY CLOSED

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

ORF ORRIFICE

OS&Y OUTSIDE SCREW AND YOLK

P PUMP

PH PHASE

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PS PRESSURE SWITCH

QR QUICK RESPONSE

RM ROOM

RPM REVOLUTIONS PER MINUTE

SIN SPRINKLER IDENTIFICATION NUMBER

SF SQUARE FEET

SPEC SPECIFICATIONS

STD STANDARD

TEMP TEMPERATURE

TDH TOTAL DYNAMIC HEAD

TOR TOP OF RISER

TS TAMPER SWITCH

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

V VOLTS

VIV VALVE IN VERTICAL

VLV VALVE

VOL VOLUME

W/ WITH

FIRE PROTECTION GENERAL NOTES

BUILDING DESIGN:

THE LAKEMONT VA IS UTILIZED AS A THREE STORY OFFICE BUILDING TO SUPPORT

VARIOUS ADMINISTRATIVE NEEDS. THE EMERGENCY MANAGEMENT BUILDOUT

PROJECT IS LOCATED ON THE FIRST FLOOR AND IS LOCATED WITHIN THE EXISTING

MAIL ROOM. THE EXISTING FACILITY DOES NOT HAVE A FIRE PUMP.

SCOPE OF WORK:

MODIFY THE EXISTING AUTOMATIC WET SPRINKLER SYSTEM IN ACCORDANCE WITH

NFPA 13 2022 EDITION. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSIVE TYPE

EXCEPT FOR THE SERVER ROOM, WHICH SHALL BE STANDARD RESPONSE TYPE.

SPRINKLER HEADS SHALL BE INSTALLED IN CENTER OF CEILING TILES. SPRINKLER

CONTRACTOR SHALL USE EXTRAPOLATED FLOW DATA WHEN PERFORMING

HYDRAULIC CALCULATIONS.

FIRE PROTECTION SPRINKLER CONTRACTOR SHALL COORDINATE THE DESIGN AND

INSTALLATION OF THE FIRE PROTECTION SPRINKLER SYSTEM AND DELIVER A

COMPLETE, FULLY FUNCTIONAL, AND TESTED FIRE PROTECTION SYSTEM THAT

MEETS THE REQUIREMENTS OF THE FIRE PROTECTION DRAWINGS, FIRE PROTECTION

SPECIFICATIONS, LISTED CODES AND STANDARDS, AND THE REQUIREMENTS OF THE

AHJ. THE FIRE PROTECTION SPRINKLER CONTRACTOR SHALL PROVIDE AND INSTALL

NEW MATERIALS THAT ARE UL LISTED AND\OR FM APPROVED AS REQUIRED BY THE

FIRE PROTECTION DRAWINGS AND THE FIRE PROTECTION SPECIFICATIONS.

CHARACTERISTICS OF THE WATER SUPPLY TO BE USED:

A CURRENT HYDRANT FLOW TEST SHALL BE PERFORMED AND VERIFIED PRIOR TO

PRODUCTION OF LAYOUT DOCUMENTS.

FLOW TEST DATA:

CONTRACTOR SHALL COORDINATE WITH THE VA AND AQUIRE A FLOW TEST WITHIN 12

MONTHS OF SUBMITTING WORKING DOCUMENTS.

ACCEPTANCE TEST CRITERIA:

FIRE SPRINKLER SYSTEM SHALL BE DESIGNED PER NFPA 13, 2022 EDITION AND SHALL

COMPLY THE AUTHORITY HAVING JURISDICTION. THE ACCEPTANCE TESTING OF THE

FIRE SPRINKLER SYSTEM AND IT'S COMPONENTS SHALL CONSIST OF ALL APPLICABLE

ITEMS SHOWN ON THESE TWO FORMS, NFPA 13, 2022 EDITION, ANNEX FIG. A.29.1

CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPING. SEE

NFPA 13, 2022 EDITION CHAPTER 29 FOR SYSTEM ACCEPTANCE AND NFPA 25, 2020

INSPECTION, TESTING, AND MAINTENANCE.

A. CHAPTER 29, SYSTEM ACCEPTANCE

B. 29.1 APPROVAL OF SPRINKLER SYSTEM

C. 29.2 ACCEPTANCE REQUIREMENTS

D. 29.2.7 AUTOMATED INSPECTION AND TESTING DEVICES AND EQUIPMENT

E. 29.3 INSTRUCTION

F. 29.4 HYDRAULIC DESIGN INFORMATION SIGNS

APPLICABLE NFPA STANDARDS TO BE APPLIED:

A. U.S. DEPARTMENT OF VETERAN AFFAIRS FIRE PROTECTION DESIGN MANUAL -

EIGTH EDITION (JUNE 1, 2021)

B. NFPA 13, 2022 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS

C. NFPA 14, 2019 EDITION, STANDARD FOR THE INSTALLATION OF STANDPIPE AND

HOSE SYSTEMS

D. NFPA 24, 2022 EDITION, STANDARD FOR THE INSTALLATION OF FIRE SERVICE

MAINS

E. NFPA 25, 2020 EDITION, INSPECTION, TESTING AND MAINTENANCE OF WATER

BASED FIRE PROTECTION SYSTEM.

F. NFPA 55, 2020 EDITION, COMPRESSED GASES AND CRYOGENIC FLUIDS

G. NFPA 101, 2021 EDITION, LIFE SAFETY CODE

CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA:

LIGHT HAZARD:

SPACES WITH LOW QUANTITY AND COMBUSTIBILITY OF CONTENTS

I.E. OFFICES, EXAM ROOMS, CORRIDORS, MEETING ROOMS, BREAK ROOMS,

AND RESTROOMS.

ORDINARY HAZARD GROUP 1:

SPACES WITH MODERATE QUANTITY AND LOW COMBUSTIBILITY OF CONTENTS

I.E. LABORATORIES, MECHANICAL ROOMS, AND ELECTRICAL ROOMS.

DESIGN APPROACH:

SPRINKLER SYSTEM TO EXTEND INTO ALL AREAS IN ACCORDANCE WITH NFPA 13

HAZARD CLASSIFICATIONS AS NOTED. FM APPROVED SIDEWALL, PENDENT, AND

UPRIGHT HEADS WITH APPROPRATE K-FACTORS TO BE PROVIDED WHERE NOTED ON

DRAWINGS.

LIGHT HAZARD:

SYSTEM TYPE: WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING STEEL SUPPLY

PIPING TO NEW QUICK RESPONSE, PENDENT OR UPRIGHT HEADS.

K-FACTOR: 5.6 (EXTENDED COVERAGE SPRINKLER HEADS ARE ACCEPTABLE).

DENSITY: 0.10 GPM/SQ.FT.

AREA OF OPERATION: 1500 SQ FT (DESIGN AREA REDUCTION MAY ONLY BE USED IF

CEILING HEIGHT AND AREA CLASSIFICATION PERMITS PER NFPA 13 2022 EDITION.

HEAD TEMPERATURE RATING: 155 DEGREES F.

SPACING: 225 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MANUFACTURER

LITERATURE.

HOSE ALLOWANCE: 100 GPM

ORDINARY HAZARD GROUP 1:

SYSTEM TYPE: WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING STEEL SUPPLY

PIPING TO NEW STANDARD RESPONSE, PENDENT OR UPRIGHT HEADS.

K-FACTOR: 5.6, 8.0, 11.2, OR 14.0 (EXTENDED COVERAGE SPRINKLER HEADS ARE

ACCEPTABLE).

DENSITY: 0.15 GPM/SQ.FT.

AREA OF OPERATION: 1500 SQ FT MAX

HEAD TEMPERATURE RATING: 200 DEGREES F.

SPACING: 130 SQ. FT. MAX. PER SPRINKLER HEAD OR BY MANUFACTURER

LITERATURE.

HOSE ALLOWANCE: 250 GPM

1. FIRE PROTECTION SYSTEM SHALL COMPLY WITH NFPA 13 (2022 EDITION) FOR

INSTALLATION OF SPRINKLER SYSTEMS. INSPECTION, TESTING, AND MAINTENANCE

SHALL COMPLY TO NFPA 25 (2020 EDITION). IN ADDITION, INSTALLATION AND

INSPECTION, TESTING, AND MAINTENANCE SHALL COMPLY WITH THE PROJECT

SPECIFICATIONS AND AHJ REQUIREMENTS.

2. FINAL INSPECTION AND APPROVAL BY AHJ.

3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO

THE ARCHITECT/ENGINEER AND STATE FIRE MARSHALL AND SHALL BE APPROVED

PRIOR TO ANY INSTALLATION. THE ENGINEER OF RECORD SHALL HAVE THE RIGHT TO

REJECT ANY SUBMITTALS.

4. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH

THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.

5. FITTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER

EXISTING TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED.

VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID AN/ALL

OBSTRUCTIONS OR INTERFERENCES WITH FIRE PROTECTION PIPE ROUTING.

6. CONTRACTOR SHALL MAKE A FIELD VISIT TO VERIFY ARCHITECTURAL REFLECTED

CEILING CONDITIONS AND ELECTRICAL LIGHTING, CEILING CONFIGURATIONS AND

HEIGHTS.

7. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS,

ETC., FLASH AND COUNTERFLASH ROOF PENETRATIONS.

8. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND

CHASES.

9. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL LOCATIONS OF DIFFUSERS,

SPEAKERS, LIGHTING FIXTURES, CEILING SYSTEMS AND STRUCTURAL SYSTEM.

10. INDICATE CENTER TO CENTER DIMENSIONS AND/OR PIPE CUT LENGTHS AND NOMINAL

PIPE DIAMETERS ON ALL PIPING. INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS

AND METHOD OF JOINING ON SHOP DRAWING.

11. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH NFPA 13.

12. PROVIDE DETAIL AND INDICATE TYPE OF HANGERS TO BE INSTALLED FOR SPRINKLER

PIPING. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN

ACCORDANCE WITH NFPA 13. ALL HANGERS ON 4" PIPE AND LARGER SHALL BE CLEVIS-

TYPE HANGERS. HANGERS SHALL NOT INTERFERE WITH ANY OTHER TRADE. POWDER

DRIVEN STUDS SHALL NOT BE USED.

13. ALL GROOVED & SCREWED FITTINGS SHALL BE UL AND/OR FM APPROVED AND

SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO ANY

INSTALLATION. THE ENGINEER OF RECORD RESERVES THE RIGHT TO DISAPPROVE ANY

FITTING.

14. WELD-O-LETS SHALL BE TWO SIZES SMALLER THAN CROSS MAIN, NO LENGTH OF

CROSS MAIN SHALL BE GREATER THAN 10'-0". ALL SPRINKLER PIPING & FITTINGS SHALL

BE INSTALLED ABSOLUTELY RUST-FREE.

15. SPRINKLER HEADS SHALL BE FM APPROVED.

16. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF FUSIBLE ELEMENTS TO BE IN

ACCORDANCE WITH NFPA 13.

17. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED BY THE UNDERWRITER'S

LABORATORIES, INC. AND THE FACTORY MUTUAL LABORATORIES. VALVES SHALL BE

FACTORY MARKED "UL" OR "FM", AND RATED FOR 175 WORKING PRESSURE.

18. SPRINKLER COVERAGE SHALL COMPLY WITH NFPA 13. SPRINKLER LOCATIONS WITH

RESPECT TO OBSTRUCTIONS SHALL COMPLY WITH THE APPROPRIATE CHAPTER

BASED ON SPRINKLER TYPE IN NFPA 13-2022.

19. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND

BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS

AND/OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING.

20. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS,

OBTAIN ARCHITECT/ENGINEER'S WRITTEN DECISION BEFORE PROCEEDING WITH BID

OR WORK INVOLVED.

21. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND

SPECIFICATIONS RELATING TO THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR

PIPING, EQUIPMENT AND CONNECTING SERVICES, THE SCOPE OF SITE OF THE WORK,

THE REQUIREMENTS TO CORRELATE THE FIRE PROTECTION WORK WITH THAT OF

OTHER TRADES AND THE TIME SCHEDULE NECESSARY TO PERFORM THAT WORK.

22. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY THE

ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN.

23. ADJUST NEW SPRINKLER PIPING AND SPRINKLER HEAD PLACEMENT TO ACCOMMODATE

EXISTING CEILING HEIGHTS AND STRUCTURAL CONFIGURATIONS.

24. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK 4 FEET OR WIDER.

25. PROVIDE HAZARD COVERAGE FOR THE FUNCTIONS FOR EACH AREA.

26. ALL PENDENT SPRINKLERS SHALL BE CENTER OF TILE, UNLESS MAXIMUM DISTANCES FROM

WALLS OR BETWEEN HEADS IS EXCEEDED OR UNLESS SHOWN DIFFERENTLY ON

DRAWINGS. IF NOT POSSIBLE ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE

LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING GRID MEMBERS, CEILING

HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING STRUCTURAL SURFACE.

27. FIRE PROTECTION CONTRACTOR SHALL ASSIST IN PREPARATION OF COORDINATION

DRAWINGS FOR ALL LEVELS WHICH INDICATE ALL THE ENGINEERING DISCIPLINES & FIRE

PROTECTION PIPING. THESE DRAWINGS SHALL BE PREPARED & APPROVED BY THE

ENGINEER OF RECORD PRIOR TO ANY INSTALLATION.

28. FIRE SPRINKLER PIPING SHALL NOT TRAVEL OVER THE TOPS OF ELECTRICAL

PANELBOARDS, SERVER RACKS, OR ANY ELECTRICAL EQUIPMENT.

29. PROVIDE TEFLON COATING FOR ALL SPRINKLERS IN ANY CORROSIVE AREA.

30. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS IN EACH AREA.

31. ALL EXPOSED PIPING SHALL BE SHALL BE PAINTED RED.

32. ALL MATERIALS, WHERE APPLICABLE, SHALL BE U.L. LISTED OR FACTORY MUTUAL

APPROVED FOR USE IN AUTOMATIC SPRINKLER SYSTEMS. ALL NEW PIPING SHALL BE

HYDROSTATICALLY TESTED FOR TWO HOURS IN ACCORDANCE WITH NFPA 13. MINIMUM

HYDROSTATIC TEST PRESSURE SHALL BE 200 PSI.

33. FLEXIBLE SPRINKLER CONNECTIONS SHALL ONLY BE PERMITTED UPON VA APPROVAL. IF

FLEXIBLE SPRINKLER CONNECTIONS ARE PERMITTED AND USED, HYDRAULIC

CALCULATIONS MUST BE PERFORMED AND SUBMITTED TO THE ENGINEER OF RECORD.

34. THE SMALL ROOM RULE SHALL BE ACCEPTABLE FOR PLACEMENT OF SPRINKLERS PER

NFPA 13-2022, 10.2.5.2.3.

35. UPON SPRINKLER SYSTEM IMPAIRMENT, NFPA 25-2020, 15.5.2 SHALL BE FOLLOWED DURING

SPRINKLER SYSTEM DOWNTIME. APPROVED PERSONNEL SHALL COORDINATE

REQUIREMENTS PER NFPA 25, SUCH AS AN APPROVED FIRE WATCH IF REQUIRED.

IMPAIRMENT PROCEDURES REQUIRED TO BE TAKEN SHALL BE INCLUDED IN

CONTRACTOR'S BUDGET.

PENDENT SPRINKLER HEAD

RESPONSETEMPMFG. STYLEFINISHK-FACORFSYMBOL

FIRE SPRINKLER LEGEND

MODEL SIN NPT

QUICK155° 5.6 BRASS PENDENT1/2"TYCO TY-FRB TY323 1/2"

-SHEET NOTE CALLOUT

-CONNECT TO EXISTING

-DEMOLISH TO POINT INDICATED

XX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

Bid Set 06/23/2022

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C L a k e m o n t

E m e rg e n c y M a n a g e m e n t B u ild o u t/

V A

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L a k e m o n t E m e rg e n c y M g m t.

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FP001

FIRE PROTECTION LEGENDS,

SYMBOLS, & GENERAL NOTES

Lakemont Emergency Management Buildout

Orlando, Florida

Frank Wales - Facilities Deputy Chief

06/23/2022 MHL MRK

CONSTRUCTION

DOCUMENTS

VA Project No. 675-21-803 Above Grp Project No. 0121036

SHEET LIST

Sheet Number Sheet Name

FP001 FIRE PROTECTION LEGENDS, SYMBOLS, & GENERAL NOTES

FPD101 FIRE PROTECTION FLOOR PLAN - DEMO

FP101 FIRE PROTECTION FLOOR PLAN - NEW WORK

FP501 FIRE PROTECTION DETAILS

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C.2

D

E

1 1 1

EXISTING FIRE MAIN POINT OF

ENTRY INTO BUILDING AND RISER

EXISTING FIRE

SPRINKLER PIPING

3 3

Keyplan N.T.S.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

Bid Set 06/23/2022

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FPD101

FIRE PROTECTION FLOOR PLAN -

DEMO

Lakemont Emergency Management Buildout

Orlando, Florida

Frank Wales - Facilities Deputy Chief

06/23/2022 MHL MRK

CONSTRUCTION

DOCUMENTS

VA Project No. 675-21-803 Above Grp Project No. 0121036

CODED NOTES:

DEMOLISH EXISTING SPRINKLER HEAD AND ASSOCIATED BRANCH PIPING.

DEMOLISH FIRE MAIN TO BACK TO OUTSIDE OF ROOM AND PREPARE FOR NEW CONNECTION.

DEMOLISH EXISTING SPRINKLER HEAD AND ADJUST BRANCH PIPING AS REQUIRED TO MATCH NEW CEILING HEIGHTS. PREPARE FOR NEW SPRINKLER HEAD IN PLACE OF EXISTING SPRINKLER HEAD.

PIPING CONTINUED TO FIRE MAIN IN CORRIDOR.

DRAWING NOTES:

1. EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE AT ALL TIMES. FIRE MAIN AND BRANCH

PIPING ROUTED THROUGH SPACE SHALL REMAIN ACTIVE.

1/4" = 1'-0"1

LEVEL 1 - FIRE PROTECTION PLAN - DEMO

0 2' 4' 8' 12'

1/4" = 1'-0"

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Open Office

117C

Server Room

117D

Vestibule

117E

Open Office

117B

Office

117A

Vestibule

117F

EXISTING FIRE MAIN POINT OF

ENTRY INTO BUILDING AND RISER

3 3 3 3

EXISTING FIRE

SPRINKLER PIPING

Keyplan N.T.S.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10 www.abovegroupinc.com COA/CA Lic. No. 31120

FULLY SPRINKLERED305 East Dr., Suite H, Melbourne, Florida 32904

PH: 321.345.9026

Bid Set 06/23/2022

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FP101

FIRE PROTECTION FLOOR PLAN -

NEW WORK

Lakemont Emergency Management Buildout

Orlando, Florida

Frank Wales - Facilities Deputy Chief

06/23/2022 MHL MRK

CONSTRUCTION

DOCUMENTS

VA Project No. 675-21-803 Above Grp Project No. 0121036

CODED NOTES:

PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR A LIGHT HAZARD

OCCUPANCY WITH A MINIMUM DENSITY/AREA OF 0.10 GPM/SF OVER 1500 SF PER NFPA 13.

PROVIDE A HYDRAULICALLY CALCULATED AUTOMATIC SPRINKLER SYSTEM FOR A ORDINARY HAZARD GROUP 1 OCCUPANCY WITH A MINIMUM DENSITY/AREA OF 0.15 GPM/SF OVER 1500 SF PER NFPA 13.

PROVIDE NEW SPRINKLER HEAD IN PLACE OF EXISTING SPRINKLER HEAD AND CONNECT TO

EXISTING BRANCH PIPING.

AUTOMATIC SPRINKLER SYSTEM SHALL BE DESIGNED FOR A LIGHT HAZARD OCCUPANCY WITH A

MINIMUM DENSITY/AREA OF 0.10 GPM/SF OVER 1500 SF PER NFPA 13.

EXISTING FIRE SPRINKLER SYSTEM SHALL BE EXTEND TO SECURE AREA. PIPING SHALL PENETRATE THE SECURE WALL AS A SINGLE PIPE AND EXISTING UNUSED PIPING SHALL BE CAPPED. IN ADDITION, PIPING PENETRATING THE SECURE PERIMETER WALL SHALL PENETRATE AT A SINGLE POINT ALONG WITH OTHER UTILITIES TO MEET THE REQUIREMENTS OUTLINED IN ICD/ICS 705. PIPING AT SECURE WALL PENETRATION SHALL BE PROVIDED WITH A NON-CONDUCTIVE BREAK (REFER TO DETAIL 5 /

FP501).

PIPING CONTINUED TO FIRE MAIN IN CORRIDOR.

PROVIDE NEW SPRINKLER HEAD IN PLACE OF EXISTING SPRINKLER HEAD AND CONNECT TO

EXISTING BRANCH PIPING. SPRINKLER HEAD TYPE SHALL BE ACCORDING TO NEW HAZARD

CLASSIFICATION. UPSIZE BRANCH PIPING TO SPRINKLER IF REQUIRED.

AUTOMATIC SPRINKLER SYSTEM SHALL BE DESIGNED FOR A ORDINARY HAZARD GROUP 1

OCCUPANCY WITH A MINIMUM DENSITY/AREA OF 0.15 GPM/SF OVER 1500 SF PER NFPA 13.

PROVIDE NEW SPRINKLER HEAD IN PLACE OF EXISTING SPRINKLER HEAD AND CONNECT TO

EXISTING BRANCH PIPING. SPRINKLER HEAD TYPE SHALL BE ACCORDING TO NEW HAZARD

CLASSIFICATION.

DRAWING NOTES:

1. ALL FIRE PROTECTION SPRINKLER PIPING PENETRATING THE SECURE PERIMETER WALL SHALL

PENETRATE AT A SINGLE POINT ALONG WITH OTHER UTILITIES TO MEET THE REQUIREMENTS

OUTLINED IN ICD/ICS 705.

2. RF SHIELDING PIPE PENETRATIONS SHALL BE PROVIDED WITH A FOIL FLANGE AT A MINIMUM OF 3".

APPLY RF GRADE ALUMNINUM FOIL TAPE OVER THE FLANGE AND EXTEND A MINIMIMUM OF 3".

1/4" = 1'-0"1

LEVEL 1 - FIRE PROTECTION PLAN - NEW WORK 0 2' 4' 8' 12'

1/4" = 1'-0"

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CONCRETE FASTENER (U.L. LISTED

OR F.M. APPROVED)

PIPE HANGER RING (U.L. LISTED

OR F.M. APPROVED)

ALL THREAD ROD

ALL THREAD ROD

PIPE

MODEL 300 WICHLGAN TOP

BEAM CLAMP OR EQUAL

W/LOCK NUT

SWIVEL RING

STEEL I-BEAM OR

BAR JOIST

CONCRETE BEAM CLAMP

SPRINKLER HEAD

CEILING

1-1/2"REDUCER

BRANCH LINE

1" 90° ELL1" 90° ELL

1" DROP

1. WALL ASSEMBLY--THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM

WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE

MATERIALS AND IN THE MANNER…