Drawings PC Volume 01 Set - Sealed - 2022-01-11 reduced.pdf

DEPARTMENT OF VETERANS AFFAIRS

EXPAND PRIMARY CARE

AT LAKE NONA (EAST)

ORLANDO VA MEDICAL CENTER

13800 VETERANS WAY, ORLANDO FL. 32827

PROJECT NUMBER - 675-100

27 441 A1A

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

TALLAHASSEE

COLUMBIA

UNION

BRADFORD

CLAY

ALACHUA

GAINESVILLE

GILCHRIST

LEVY MARION

PUTNAM

JACKSONVILLE

DAYTONA

BEACH

OCALA

ORLANDO

ORANGE

MELBOURNE

WINTER HAVEN

LAKELAND

NEW PORT

RICHEY

ST

PETERSBURG

SARASOTA

TAMPA

FT

PIERCE

WEST PALM

BEACH

FT

MYERS

NAPLES

FT

LAUDERDALE

MIAMI

MONROE

DADEMONROE

COLLIER BROWARD

COCOA

BRADENTON

ES

CA

M

BI

A

SANTA

ROSA

OKALOOSA WALTON

HOLMES

WASHINGTON

JACKSON

CALHOUN

BAY

GULF

GADSEN

LIBERTY

LEON

WAKULLA

FRANKLIN

JEFFERSON MADISON

TAYLOR

HAMILTON

SUWANNEE

LAFAYETTE

DIXIE

BAKER

NASSAU

DUVAL

ST.

JOHNS

FLAGLER

VOLUSIA

SEMINOLE

LAKECITRUS

HERNANDO

PASCO

SUMTER

BREVARD

OSCEOLA

POLK

PINELLAS

HILLSBOROUGH

MANATEE

SARASOTA

HARDEE

DESOTO

HIGHLANDS

OKEECHOBEE

INDIAN

RIVER

ST.

LUCIE

MARTIN

GLADESCHARLOTTE

LEE HENDRY PALM

BEACH

FLORIDA

KEYS

ANN

FISHER HOUSE

PARKING

19 SPACES

FISHER HOUSE

16BR

FFE=88.0

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane Orlando, FL 32814 t: (407) 767-5188 f: (407) 767-5772 Osborn Engineering

VOLUME 1

CONSTRUCTION DOCUMENTS 100% FINAL SUBMISSION

JANUARY 11, 2024

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane Orlando, FL 32814 t: (407) 767-5188 f: (407) 767-5772 Osborn Engineering

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

FISHER HOUSE

PARKING

19 SPACES

FISHER HOUSE

16BRFFE=88.0

CLINIC

PARKING PARKING

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

C-F

C-H

C-G

SERVICE D

C-D

C-B

C-A

STORAGE

(PARKING)

BUSINESS

OCCUPANCY

STORAGE

(PARKING)

BUSINESS

OCCUPANCY

STORAGE

3A508

OFFICE

3B101

STORAGE

STORAGE

STORAGE CLEAN

STORAGE

SOILED

UTILITY

3J204

STORAGE

STORAGE

CLEAN

STORAGE

HAC

SOILED

UTILITY

CLEAN

UTILITY

3D304C

EMPLOYEE

BREAKROOM

SOILED

UTILITY

MECH

SHAFT

MECH

SHAFT

C-F

C-H

C-G

SERVICE D

C-D

C-B

C-A

MECH

SHAFT

MECH

SHAFT

OVERALL LEVEL 3 INTERSTITIAL PLAN

1" = 30'

G-101 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

C-B

C-C

C-D

PARKING/

STORAGE

OCCUPANCY

BUSINESS

OCCUPANCY

BUSINESS

OCCUPANCY

PARKING/

STORAGE

OCCUPANCY

4H217

TRAINEE

LOUNGE

4H901

ELECTRICAL

ROOM

47112

ELECTRICAL

ROOM47110-C

IT

4E801

4E803

4F903

KITCHEN

4F301C

STORAGE

4F918

4G906

AUDITORIUM

4E804

GME

OFFICE

HAC

4E903

CONFERENCE

ROOM

4E901

WOMENS

LOCKERS

4D204

EL

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

TREATMENT

STORAGE

STORAGE

STORAGE

SOILED

UTILITY

HAC

4C908

EL

4B906

STAFF

LOUNGE

4A901

ELECTRICAL

ROOM

4A206

TOILET

4A202

ELEC

ROOM 4A308

CONFERENCE

ROOM

4A903A

1 2

MECH.

SHAFT

4H213

OPEN OFFICE

MECH.

SHAFT

NEW

SHAFT

4H816

STU/TRAINEE

C-B

C-C

C-D

C-H

MECH.

SHAFT

MECH.

SHAFT

NEW

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MEMBRANE

ROOFINGRDR

ODR

RDR

ODR

TYP

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

UP

DN

UP

UP

UP

UP

DN

DN

UP

UP

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

DN

STAIR 5BST25HS02

MECH

SHAFT

MECH5A105

MECH

SHAFT

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

NEW

SHAFT

5A112

MECH

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

PAT TLT

3H311

CODING

3H309

PAT TLT

3H802

INTERN SOC

WRK

3J208

SOCIAL WRKR

3J206

STF TLT

3J216

STF TLT

3J218

EXAM

3H816

EXAM

3H814

EXAM

3H812

EXAM

3H810

EXAM

3H808

TREATMENT

3H308

CLEAN

3H815

SOILED

3H813

OFFICE

3H811

CORR

3HC08

PROCEDURE

3H807

DIETICIAN

3H805

TLT

3H807A

COPY/SUPPORT

3J214

STAIR 3BST2

3HS02

MECH

SHAFT

STOR

3J204

MECH

SHAFT HZ

HZ

S

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

SD

S

SD

* NOTE

System No. C-AJ-1429 May 18, 2005 F Rating - 2 Hr T Rating - 0 Hr

W Rating - Class I (See Item 3)

1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Floor assembly may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max area of opening 240 sq in. (1548 sq cm) with a max dimension of 30 in.

(762 mm).Max area of opening in floors constructed of hollow-core concrete is 49 sq in.

(316 sq cm) with a max dimension of 7 in. (178 mm).

See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in Fire Resistance Directory for names of manufacturers.

2. Through Penetrant - One or more metallic pipes, conduits, tubes or flexible metal pipes installed concentrically or eccentrically within opening. Annular space between penetrants and periphery of opening shall be min of 0 in. (point contact) to max 2 in. (0 mm to max 51 mm) Space between penetrants shall be min of 1/4 in. to max 2 in. (6 mm to max 51 mm). Penetrants to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of penetrants may be used:

A. Steel Pipe - Nom 6 in. (152 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe - Nom 6 in. (152 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit - Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in. (102

mm) diam (or smaller) steel electrical metallic tubing.

D. Copper Tubing - Nom 3 in. (76 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe - Nom 3 in. (76 mm) diam (or smaller) Regular (or heavier) copper pipe.

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

1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

OMEGA FLEX INC.

2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

TITEFLEX CORP, A BUNDY CO.

3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly.

WARD MFG INC.

3. Firestop System - The details of the firestop system shall be as follows:

A. Packing Material - Min 3 in. (76 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. In floors constructed of hollow-core concrete, packing material to be recessed from top and bottom surfaces of floor as required to accommodate the required thickness of fill material.

B. Fill,Void or Cavity Materials* - Caulk or Sealant - Min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top surface of floor or with both surfaces of wall. In floors constructed of hollow-core concrete, min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top and bottom surfaces of floor. Min 1/4 in. (6 mm) diam bead of caulk applied to the penetrant/concrete interface at the point contact location on the top surface of floor or both surfaces of wall or hollow-core concrete.

3M COMPANY - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant.

(Note: W Rating applies only when FB-3000 WT is used.)

* Bearing the UL Classification Marking

SECTION A-A

System No. C-AJ-7081 May 19, 2005 F Rating - 2 Hr T Rating - 0 Hr

W Rating - Class I (See Item 3)

1. Floor or Wall Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600- 2400 kg/m3) concrete. Floor assembly may also be constructed of any min 6 in. (152 mm) thick UL Classified hollow-core Precast Concrete Units*. Wall assembly may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 18 in. (457 mm) Max diam of openings in floors constructed of hollow-core concrete is 7 in. (178 mm).

See Concrete Blocks (CAZT) categories in Fire Resistance Directory for names of manufacturers.

2. Through Penetrant - One steel duct to be installed either concentrically or eccentrically within the firestop system. An annular space of min 1/2 in. to max 1-1/2 in.

(13 mm to max 38 mm) is required within the firestop system. Steel duct to be rigidly supported on both sides of floor or wall assembly. The following sizes of steel ducts may be used:

A. Steel Duct - Nom 16 in. (406 mm) diam (or smaller) No. 24 gauge (or heavier) spiral wound galv steel duct.

B. Steel Vent Duct - Nom 10 in. (254 mm) diam (or smaller) No. 28 gauge (or heavier) galv steel vent duct.

3. Firestop System - The firestop system shall consist of the following:

A. Packing Material - Min 3-1/2 in. (89 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall to accommodate the required thickness of fill material. In floors constructed of hollow-core concrete, packing material to be recessed from top and bottom surfaces of floor as required to accommodate the required thickness of fill material.

B. Fill Void or Cavity Materials* - Caulk or Sealant - Min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top surface of floor or with both surfaces of wall. In floors constructed of hollow-core concrete, min 1/2 in. (13 mm) thickness of caulk applied within the annulus, flush with top and bottom surfaces of floor. resistance of through penetrant (Item 2) must be considered in addition 3M COMPANY - CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant.

(Note: W Rating applies only when FB-3000 WT sealant is used. Water resistance of throughpenetrant (Item 2) must be considered in addition to water resistance of firestop system.)

*Bearing the UL Classification Mark

* NOTE

System No.W-L-7091 May 19, 2005

F Ratings - 1 & 2 Hr (See Item 1) T Rating - 0 Hr

1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in.

(89 mm) wide and spaced max 24 in. (610 mm) OC. Additional 3-1/2 in. (89

mm) wide steel studs shall be used to completely frame opening.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max size of opening to be 640 sq in. (4129 cm2) with a max dimension of 32 in. (813 mm)

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Steel Duct - Nom 30 in. by 18 in. (762 mm by 457 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct installed concentrically or eccentrically within opening.

Annular space between duct and periphery of opening to be min 0 in. (point contact) to max 2 in. (0 mm to max 51 mm). Duct to be rigidly supported on both sides of wall assembly.

3. Firestop System - The firestop system shall consist of the following:

A. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall.

3M COMPANY - CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant

B. Retaining Angles - Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall surfaces a min of 1 in. (25 mm). Angles attached to duct on both sides of wall with min 1/2 in. (13 mm) long, No. 10 (or larger) sheet metal screws spaced a max 1 in. (25 mm) from each end and spaced a max 6 in. (152 mm) OC.

*Bearing the UL Classification Marking

SECTION A-A

SECTION A-A

System No.W-L-2299 May 19, 2005

F Ratings - 1 & 2 Hr (See Item 1) T Rating - 0 Hr

1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs.

Wood studs to consist of nom 2 in. by 4 in. (51 mm by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. wide (89 mm) spaced max 24 in. (610 mm) OC.

B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 3-1/2 in. (89 mm).

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Through Penetrants - One nonmetallic pipe or conduit installed eccentrically or concentrically within opening. Annular space between penetrant and periphery of opening to be min 0 in. (point contact) to max 1-1/8 in. (0 mm to max 29 mm).

Penetrant to be rigidly supported on both sides of wall. The following types and sizes of penetrants may be used:

A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems.

C. Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70).

D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

E. Electrical Nonmetallic Tubing (ENT)+ - Nom 1-1/4 in (32 mm) diam (or smaller) ENT installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70).

See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers.

3. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall.

3M COMPANY - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant (Note: CP 25WB+ not suitable for use with CPVC pipes.)

*Bearing the UL Classification Marking +Bearing the UL Listing Mark

6-1/8"

System Performance 2 HR Fire

UL Design No. U412

4-7/8"

System Performance 1 HR Fire

UL Design No. U419

Shaftwall 2 HR Fire strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane Orlando, FL 32814

HZ

STAIR 3BST2

MECH

SHAFT

MECH

SHAFT

S S

S S

S strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

4H217

TRAINEE

LOUNGE

4H901

ELECTRICAL

ROOM

4H816

STU/TRAINEE

4H203A

SECRETARY

MECH.

SHAFT

4H213A

SECURE FILE

STOR.

4H213B

OFFICE

4H213C

OFFICE

4H213

OPEN OFFICE

4H213D

OFFICE

4HC02

CORR.

4H215

TOILET

4H213E

OFFICE

4H213F

OFFICE 4H213G

COPIER/SUPPLY

4HS02

STAIR

MECH.

SHAFT

NEW

SHAFT

4HCO1

CORRIDOR

HZ

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane Orlando, FL 32814

HZ

MECH.

SHAFT

MECH.

SHAFTSTAIR 4BiST2

4HiS02

NEW

SHAFT

S S

S S

S strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

STAIR 5BST2

5HS02

MECH

SHAFT

MECH

5A105

MECH

SHAFT

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

NEW

SHAFT

5A112

MECH

DD

DD

DD

S

S

S

DD

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

3H311

CODING

3H309

PAT TLT

3H802

SHARED OFFICE

3J219

INTERN SOC

WRK

3J208

SOCIAL WRKR

3J203

SOCIAL WRKR

3J206

CONFERENCE

ROOM

3J209

PRGM SUPP

3J201

STF TLT

3J216

STF TLT

3J218

ELEC

3J202

COMM

3H801

ELEC

3H915

EXAM

3H816

EXAM

3H814

EXAM

3H812

EXAM

3H810

EXAM

3H808

TREATMENT

3H308

CLEAN

3H815

SOILED

3H813

OFFICE

3H811

SECRETARY

3J213

CORR

3HC08

CORR

3JC02

OFFICE

3J903

PROCEDURE

3H807

DIETICIAN

3H805

TLT

3H807A

COPY/SUPPORT

3J214

OFFICE

CLERK/WAIT

3J101

STAIR 3BST2

3HS02

MECH SHAFT

STOR

3J204

3J902

CHIEF OFFICE

OFFICE, CHIEF

3J211

MECH.

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MECH

SHAFT

MECH

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

ROOF

4H217

TRAINEE

LOUNGE

4H901

ELECTRICAL

ROOM

OFFICE

4H815

CAC SHARED

OFFICE

4H817

CORR.

4GC09A

4H816

STU/TRAINEE

CORR.

4HC08A

OFFICE

4H813

OFFICE

4H811

OFFICE

4H809

OFFICE

4H807

OFFICE

4H805

OFFICE

4H803

OFFICE

4H801

CORR.

4HC08

CORR.

4HC01

DEO

4H201

4H203A

SECRETARY

4H102

COMM.

4H802

ELEC.

MECH.

SHAFT

4H213A

SECURE FILE

STOR.

4H213B

OFFICE

4H213C

OFFICE

4H213

OPEN OFFICE

4H213D

OFFICE

4HC02

CORR.

4H215

TOILET

4H213E

OFFICE

4H213F

OFFICE 4H213G

COPIER/SUPPLY

4HS02

STAIR

MECH.

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

SHAFT

MECH.

SHAFTSTAIR 4BiST2

4HiS02 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

SHAFT

MECH.

SHAFT

STAIR 5BST2

5HS02

MECH

5A112

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

5A105

MECH

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

3H311

CODING

3H309

PAT TLT

3H802

INTERN SOC

WRK

3J208

SOCIAL WRKR

3J206

STF TLT

3J216

STF TLT

3J218

EXAM

3H816

EXAM

3H814

EXAM

3H812

EXAM

3H810

EXAM

3H808

TREATMENT

3H308

CLEAN

3H815

SOILED

3H813

OFFICE

3H811

CORR

3HC08

PROCEDURE

3H807

DIETICIAN

3H805

TLT

3H807A

COPY/SUPPORT

3J214

STAIR 3BST2

3HS02

MECH

SHAFT

STOR

3J204

MECH

SHAFT

south wall materialmaterial finish room number space name floor material material material- finishfinish finish

ROOM FINISH SCHEDULE - LEVEL 3

base north wall east wall material materialfinish finishfinish west wall ceiling ceiling height remarks notes &

APC = ACOUSTICAL PANEL CEILING

BG = BUMPER GUARD (SEE DETAIL ON SHEET AI-610)

B.O.S. = BOTTOM OF STRUCTURE

CONC = CONCRETE

CR = CHAIR RAIL (SEE DETAIL ON SHEET AI-610)

CT = CERAMIC TILE

CG = CORNER GUARD (SEE DETAIL ON SHEET AI-610)

CPT = CARPET

FACT = FACTORY FINISH

GYP = GYPSUM WALLBOARD

HR = HAND RAIL (SEE DETAIL ON SHEET AI-610)

N/A = NOT APPLICABLE

P = PAINT

PPT = PORCELAIN TILE

RB = RUBBER BASE

RF = RESILIENT FLOORING

SEALER = SEALER

TST = THIN SET TERRAZZO 3 8" MIN. THICKNESS

WD = WOOD

WSCT = WAINSCOT

WSF = WELDED SHEET FLOORING

1. CT TO BE WAINSCOT HEIGHT. SEE INTERIOR ELEVATIONS.

2. HANDRAILS/CORNER GUARDS. SEE DETAIL ON SHEET AI-610. SEE FLOOR

PLAN FOR LOCATIONS.

3. MARBLE THRESHOLD.

4. WALL GUARDS. SEE DETAIL ON SHEET AI-610. SEE FLOOR PLAN FOR

LOCATIONS.

5. INSTALL CURTAIN TRACK.

6. EC-2 ON WALL WITH PPT-1B, 1C TILE.

7. GL-1 LOCATED IN DIVIDER PANEL AT RECEPTION DESK.

3K300 WAITING CONC TST-1,2,3,4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2, 7

3K302 CONF./GROUP CARE/CLASSRM. CONC CPT-1 GYP RB GYP P-1 GYP P-8 GYP P-1 GYP P-1 APC FACT SEE RCP 2 3K303 PATIENT TOILET CONC PPT-1 GYP PPT-1A GYP PPT-1B, 1C GYP PPT-1D, 1E GYP PPT-1B, 1C GYP PPT-1B, 1C APC FACT SEE RCP 1, 3, 6

3K305 PATIENT TOILET CONC PPT-1 GYP PPT-1A GYP PPT-1B, 1C GYP PPT-1B, 1C GYP PPT-1B, 1C GYP PPT-1D, 1E APC FACT SEE RCP 1, 3, 6 3K306 RECEPTION CONC CPT-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-8 APC/GYP FACT/P SEE RCP 7

3K309 NURSE MANAGER OFFICE CONC CPT-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

3K312 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5

3K315 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

3K319 SOILED UTILITY CONC WSF-1 GYP WSF-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP - 3K320 CLEAN UTILITY CONC WSF-1 GYP WSF-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

3K322 CLEAN STORAGE CONC WSF-1 GYP WSF-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

3KC05 CORRIDOR CONC RF-1, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2 3K325 WORK STATION CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP - 3K326 LOUNGE, CLINICAL STAFF CONC RF-1 GYP RB GYP P-9 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP - 3K327 WORK STATION CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2

3K329 PROCEDURE (ISOLATION) CONC WSF-2 GYP RB GYP P-1 GYP P-1 GYP P-8 GYP P-1 APC FACT SEE RCP 2, 4, 5 3K330 TREATMENT ROOM CONC WSF-2 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2, 4, 5

3JC02 CORRIDOR CONC RF-3 GYP RB EXIST P-1 GYP P-1 GYP P-1 EXIST P-1 EXIST EXIST SEE RCP 2

3KC01 CORRIDOR CONC TST-1,2,3 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT SEE RCP 2

3K300A PATIENT CHECK-IN KIOSK CONC TST-1,2,3 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2 3K300B PATIENT ED. WORK STATION CONC TST-1,2,3,4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2 3K300C MOBILITY DEVICES CONC TST-1,3 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2

304A HT./WT. STN CONC RF-1, 2, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-8 APC FACT SEE RCP 2, 4

3K327A ALCOVE, MEDICATIONS CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

3K314 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5

3K316 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

3K318 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5

3K321 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

3K323 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

3K331 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5 3K332 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5 3K333 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5 3K334 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5 3K335 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

3KC07 CORRIDOR CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

3KC04 CORRIDOR CONC RF-1, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

3KC03 CORRIDOR CONC RF-1, 2, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

3KC02 CORRIDOR CONC TST-2 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

3KC06 CORRIDOR CONC RF-1, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

3K313 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

3K310 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP - 3K311 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

3K308 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

3K317 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

REFER TO SHEET AI-900 FOR FINISH KEY CALL OUTS.

NOTE:

SEE SPECIFICATIONS SECTION 10 14 00 SIGNAGE FOR SIGN

REQUIREMENTS AND THE SIGN SCHEDULE. THIS SCHEDULE

DEFINES SIGN LOCATIONS FOR EACH SIGN TYPE INDICATED.

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

3H311

CODING

3H309

PAT TLT

3H802

INTERN SOC

WRK

3J208

SOCIAL WRKR

3J206

STF TLT

3J216

STF TLT

3J218

EXAM

3H816

EXAM

3H814

EXAM

3H812

EXAM

3H810

EXAM

3H808

TREATMENT

3H308

CLEAN

3H815

SOILED

3H813

OFFICE

3H811

CORR

3HC08

PROCEDURE

3H807

DIETICIAN

3H805

TLT

3H807A

COPY/SUPPORT

3J214

STAIR 3BST2

3HS02

MECH

SHAFT

STOR

3J204

MECH

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MECH

SHAFT

MECH

SHAFT

south wall materialmaterial finish room number space name floor material material material- finishfinish finish

ROOM FINISH SCHEDULE - LEVEL 3 INTERSTITIAL

base north wall east wall material materialfinish finishfinish west wall ceiling ceiling height remarks notes &

B.O.S. = BOTTOM OF STRUCTURE

CONC = CONCRETE

GYP = GYPSUM WALLBOARD

N/A = NOT APPLICABLE

P = PAINT

RB = RUBBER BASE

SEALER = SEALER

1.

3Fi01 UTILITY PLATFORM CONC SEALER RB NA GYP/CONC P GYP/CONC P GYP/CONC P NA NA B.O.S. P SEE RCP -

REFER TO SHEET AI-900 FOR FINISH KEY CALL OUTS.

NOTE:

SEE SPECIFICATIONS SECTION 10 14 00 SIGNAGE FOR SIGN

REQUIREMENTS AND THE SIGN SCHEDULE. THIS SCHEDULE

DEFINES SIGN LOCATIONS FOR EACH SIGN TYPE INDICATED.

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MECH

SHAFT

MECH

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

TRAINEE

LOUNGE

4H901

ELECTRICAL

ROOM

4H816

STU/TRAINEE

4H203A

SECRETARY

MECH.

SHAFT

4H213A

SECURE FILE

STOR.

4H213B

OFFICE

4H213C

OFFICE

4H213

OPEN OFFICE

4H213D

OFFICE

4HC02

CORR.

4H215

TOILET

4H213E

OFFICE

4H213F

OFFICE 4H213G

COPIER/SUPPLY

4HS02

STAIR

MECH.

SHAFT

NEW

SHAFT

4HCO1

CORRIDOR

south wall materialmaterial finish room number space name floor material material material- finishfinish finish

ROOM FINISH SCHEDULE - LEVEL 4

base north wall east wall material materialfinish finishfinish west wall ceiling ceiling height remarks notes &

4J400 WAITING CONC TST-1,2,3,4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2, 7

4J402 CONF./GROUP CARE/CLASSRM. CONC CPT-1 GYP RB GYP P-1 GYP P-8 GYP P-1 GYP P-1 APC FACT SEE RCP 2 4J403 PATIENT TOILET CONC PPT-1 GYP PPT-1A GYP PPT-1B, 1C GYP PPT-1D, 1E GYP PPT-1B, 1C GYP PPT-1B, 1C APC FACT SEE RCP 1, 3, 6

4J405 PATIENT TOILET CONC PPT-1 GYP PPT-1A GYP PPT-1B, 1C GYP PPT-1B, 1C GYP PPT-1B, 1C GYP PPT-1D, 1E APC FACT SEE RCP 1, 3, 6 4J406 RECEPTION CONC CPT-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-8 APC/GYP FACT/P SEE RCP 7

4J409 ASSISTANT CHIEF OFFICE CONC CPT-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

4J412 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5

4J415 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

4J419 SOILED UTILITY CONC WSF-1 GYP WSF-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP - 4J420 CLEAN UTILITY CONC WSF-1 GYP WSF-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

4J422 CLEAN STORAGE CONC WSF-1 GYP WSF-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

4JC05 CORRIDOR CONC RF-1, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2 4J425 WORK STATION CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP - 4J426 LOUNGE, CLINICAL STAFF CONC RF-1 GYP RB GYP P-9 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP - 4J427 WORK STATION CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2

4J429 PROCEDURE (ISOLATION) CONC WSF-2 GYP RB GYP P-1 GYP P-1 GYP P-8 GYP P-1 APC FACT SEE RCP 2, 4, 5 4J430 TREATMENT ROOM CONC WSF-2 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2, 4, 5

4JC01 CORRIDOR CONC TST-1,2,3 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT SEE RCP 2

4J400A PATIENT CHECK-IN KIOSK CONC TST-1,2,3 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2 4J400B PATIENT ED. WORK STATION CONC TST-1,2,3,4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2 4J400C MOBILITY DEVICES CONC TST-1,3 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC/GYP FACT/P SEE RCP 2

4J404A HT./WT. STN CONC RF-1, 2, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-8 APC FACT SEE RCP 2, 4

4J427A ALCOVE, MEDICATIONS CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

4J414 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5

4J416 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

4J418 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5

4J421 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

4J423 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

4J431 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5 4J432 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5 4J433 EXAM ROOM CONC RF-1 GYP RB GYP P-7 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 5 4J434 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5 4J435 EXAM ROOM CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-7 GYP P-1 APC FACT SEE RCP 5

4J428 CORRIDOR CONC RF-1 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP -

4JC04 CORRIDOR CONC RF-1, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

4JC03 CORRIDOR CONC RF-1, 2, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

4JC02 CORRIDOR CONC TST-2 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

4JC06 CORRIDOR CONC RF-1, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

4J413 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

4J410 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP - 4J411 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

4J408 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

4J417 CONSULTANT ROOM CONC CPT-1 GYP RB GYP P-2 GYP P-2 GYP P-2 GYP P-2 APC FACT SEE RCP -

4H213 OPEN OFFICE CONC CARPET GYP RB GYP P-1 GYP P-1 GYP P-1 EXIST P-1 EXIST EXIST SEE RCP 2

4JC07 CORRIDOR CONC RF-1, 3, 4 GYP RB GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP 2

APC = ACOUSTICAL PANEL CEILING

BG = BUMPER GUARD (SEE DETAIL ON SHEET AI-610)

B.O.S. = BOTTOM OF STRUCTURE

CONC = CONCRETE

CR = CHAIR RAIL (SEE DETAIL ON SHEET AI-610)

CT = CERAMIC TILE

CG = CORNER GUARD (SEE DETAIL ON SHEET AI-610)

CPT = CARPET

FACT = FACTORY FINISH

GYP = GYPSUM WALLBOARD

HR = HAND RAIL (SEE DETAIL ON SHEET AI-610)

N/A = NOT APPLICABLE

P = PAINT

PPT = PORCELAIN TILE

RB = RUBBER BASE

RF = RESILIENT FLOORING

SEALER = SEALER

TST = THIN SET TERRAZZO 3 8" MIN. THICKNESS

WD = WOOD

WSCT = WAINSCOT

WSF = WELDED SHEET FLOORING

1. CT TO BE WAINSCOT HEIGHT. SEE INTERIOR ELEVATIONS.

2. HANDRAILS/CORNER GUARDS. SEE DETAIL ON SHEET AI-610 FOR. SEE

FLOOR PLAN FOR LOCATIONS.

3. MARBLE THRESHOLD.

4. WALL GUARDS. SEE DETAIL ON SHEET AI-610. SEE FLOOR PLAN FOR

LOCATIONS.

5. INSTALL CURTAIN TRACK.

6. EC-2 ON WALL WITH PPT-1B, 1C TILE.

7. GL-1 LOCATED IN DIVIDER PANEL AT RECEPTION DESK.

8. SECRETARY 4H203A IS AN EXISTING ROOM TO REMAIN AS IS WITH THE

EXCEPTION OF AN EXISTING OPENING INTO CORRIDOR 4HC01. THIS

OPENING IS TO BE CLOSED TO MATCH EXISTING WALL CONSTRUCTION

AND FINISHES. (BASE, PAINT ETC.)

REFER TO SHEET AI-900 FOR FINISH KEY CALL OUTS.

4J439 H.A.C. CONC WSF-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 GYP P-1 APC FACT SEE RCP - 4J438 STAFF TOILET CONC PPT-1 GYP PPT-1A GYP PPT-1B, 1C GYP PPT-1D, 1E GYP PPT-1B, 1C GYP PPT-1B, 1C APC FACT SEE RCP 1, 3, 6

4H203A EXISTING SECRETARY EXIST EXIST GYP RB EXIST EXIST EXIST EXIST GYP P EXIST EXIST EXIST EXIST EXIST 8

NOTE:

SEE SPECIFICATIONS SECTION 10 14 00 SIGNAGE FOR SIGN REQUIREMENTS AND THE SIGN

SCHEDULE. THIS SCHEDULE DEFINES SIGN LOCATIONS FOR EACH SIGN TYPE INDICATED.

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

TRAINEE

LOUNGE

4H901

ELECTRICAL

ROOM

4H816

STU/TRAINEE

4H203A

SECRETARY

MECH.

SHAFT

4H213A

SECURE FILE

STOR.

4H213B

OFFICE

4H213C

OFFICE

4H213

OPEN OFFICE

4H213D

OFFICE

4HC02

CORR.

4H215

TOILET

4H213E

OFFICE

4H213F

OFFICE 4H213G

COPIER/SUPPLY

4HS02

STAIR

MECH.

SHAFT

NEW

SHAFT

4HCO1

CORRIDOR

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

SHAFT

MECH.

SHAFTSTAIR 4BiST2

4HiS02

NEW

SHAFT

south wall materialmaterial finish room number space name floor material material material- finishfinish finish

ROOM FINISH SCHEDULE - LEVEL 4 INTERSTITIAL

base north wall east wall material materialfinish finishfinish west wall ceiling ceiling height remarks notes &

B.O.S. = BOTTOM OF STRUCTURE

CONC = CONCRETE

GYP = GYPSUM WALLBOARD

N/A = NOT APPLICABLE

P = PAINT

RB = RUBBER BASE

SEALER = SEALER

1.

4Fi01 UTILITY PLATFORM CONC SEALER RB NA GYP/CONC P GYP/CONC P GYP/CONC P NA NA B.O.S. P SEE RCP -

REFER TO SHEET AI-900 FOR FINISH KEY CALL OUTS.

NOTE:

SEE SPECIFICATIONS SECTION 10 14 00 SIGNAGE FOR SIGN

REQUIREMENTS AND THE SIGN SCHEDULE. THIS SCHEDULE

DEFINES SIGN LOCATIONS FOR EACH SIGN TYPE INDICATED.

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

SHAFT

MECH.

SHAFTSTAIR 4BiST2

4HiS02

NEW

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MECH

SHAFT

MECH

5A105

MECH

SHAFT

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

NEW

SHAFT

5A112

MECH

south wall materialmaterial finish room number space name floor material material material- finishfinish finish

ROOM FINISH SCHEDULE - LEVEL 5 - MECHANICAL

base north wall east wall material materialfinish finishfinish west wall ceiling ceiling height remarks notes &

B.O.S. = BOTTOM OF STRUCTURE

FACT = FACTORY FINISH

N/A = NOT APPLICABLE

P = PAINT

PAN = INSULATED METAL PANELS

1. BACK SIDE OF METAL INSULATED PANELS OVER METAL FRAMING.

5B500 MECHANICAL METAL FACT NA NA PAN P PAN P PAN P NA NA B.O.S. P SEE RCP 1

REFER TO SHEET AI-900 FOR FINISH KEY CALL OUTS.

NOTE:

SEE SPECIFICATIONS SECTION 10 14 00 SIGNAGE FOR SIGN

REQUIREMENTS AND THE SIGN SCHEDULE. THIS SCHEDULE

DEFINES SIGN LOCATIONS FOR EACH SIGN TYPE INDICATED.

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MECH

SHAFT

MECH

5A105

MECH

SHAFT

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

NEW

SHAFT

5A112

MECH

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

3H311

CODING

3H309

PAT TLT

3H802

INTERN SOC

WRK

3J208

SOCIAL WRKR

3J206

STF TLT

3J216

STF TLT

3J218

EXAM

3H816

EXAM

3H814

EXAM

3H812

EXAM

3H810

EXAM

3H808

TREATMENT

3H308

CLEAN

3H815

SOILED

3H813

OFFICE

3H811

CORR

3HC08

PROCEDURE

3H807

DIETICIAN

3H805

TLT

3H807A

COPY/SUPPORT

3J214

STAIR 3BST2

3HS02

MECH

SHAFT

STOR

3J204

MECH

SHAFT

8'-0"

SOFFIT

9'-0"

CEILING

13-5"

CONC. DECK

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MECH

SHAFT

MECH

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

TRAINEE

LOUNGE

4H901

ELECTRICAL

ROOM

4H816

STU/TRAINEE

4H203A

SECRETARY

MECH.

SHAFT

4H213A

SECURE FILE

STOR.

4H213B

OFFICE

4H213C

OFFICE

4H213

OPEN OFFICE

4H213D

OFFICE

4HC02

CORR.

4H215

TOILET

4H213E

OFFICE

4H213F

OFFICE 4H213G

COPIER/SUPPLY

4HS02

STAIR

MECH.

SHAFT

NEW

SHAFT

4HCO1

CORRIDOR

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

SHAFT

MECH.

SHAFTSTAIR 4BiST2

4HiS02

NEW

SHAFT

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

MECH

SHAFT

MECH

5A105

MECH

SHAFT

EXISTING

ROOF

EXISTING

ROOF

EXISTING

ROOF

NEW

SHAFT

5A112

MECH

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

A A-401

A A-400 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

A-500 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

3K306

NURSE

MANAGER

OFFICE

3K310

CONSULTANT

3K300A

PATIENT

CHECK-IN

KIOSK

3K311

CONSULTANT

3K313

CONSULTANT

3K315

CONSULTANT

3K315

CONSULTANT 3K319

SOILED

UTILITY

3K320

CLEAN

UTILITY

3K322

CLEAN

STORAGE

3K325

WORK

STATIONS

4JC05

4J406

NURSE

MANAGER

OFFICE

4J410

CONSULTANT

4J400A

PATIENT

CHECK-IN

KIOSK

4J411

CONSULTANT

4J413

CONSULTANT

4J415

CONSULTANT

4J415

CONSULTANT 4J419

SOILED

UTILITY

4J420

CLEAN

UTILITY

4J422

CLEAN

STORAGE

4J425

WORK

STATIONS

5B500

MECHANICAL

A-402 A

Fg

F

EXISTG

3Fi01

UTILITY

PLATFORM

4Fi01

UTILITY

PLATFORM

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

4J412B

4J406

RECEPTION

4J414B 4J414B 4J418B 4J421B 4J423B

4J404A

HT./WT. STN.

4JC05

CORRIDOR

4JC07

CORRIDOR

4J400

WAITING

3K312B

3K306

RECEPTION

3K314B 3K314B 3K318B 3K321B 323B

3K304A

HT./WT. STN.

3KC05

CORRIDOR

3KC07

CORRIDOR

3K300

WAITING

A-402 A

AgAg

AA

EXISTG

4J427

WORK

STATIONS

3K327

WORK

STATIONS

4JC05

3Fi01

UTILITY

PLATFORM

4Fi01

UTILITY

PLATFORM

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

A-400

A-401 A

Dg

D

A A

AgAg

3K334B

3K334

EXAM ROOM

3K327

WORK

STATION

3K321

EXAM ROOM

3K321A3KC04B3K320

3K320

CLEAN

UTILITY

3K334A

3KC04

CORRIDOR

4JC06

4J434

EXAM ROOM

4J427

WORK

STATION

4J421

EXAM ROOM

4J421A4JC04B4J420

4J420

CLEAN

UTILITY

4J434A

4JC04

CORRIDOR

EXISTG

4JC06

CORRIDOR

3KC06

CORRIDOR

3K321B

4J421B

3KC06

3Fi01

UTILITY

PLATFORM

4J434B

4Fi01

UTILITY

PLATFORM

5B500

MECHANICAL

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

PRECAST DETAIL

1 1/2" = 1'-0"

A-610

PRECAST DETAIL

1 1/2" = 1'-0"

A-610

PRECAST DETAIL

1 1/2" = 1'-0"

A-610

PRECAST DETAIL

1 1/2" = 1'-0"

A-610

PRECAST DETAIL

1 1/2" = 1'-0"

A-610

PRECAST DETAIL

1 1/2" = 1'-0"

A-610 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

PRECAST DETAIL

1 1/2" = 1'-0"

A-611

PRECAST DETAIL

1 1/2" = 1'-0"

A-611

PRECAST DETAIL

1 1/2" = 1'-0"

A-611

PRECAST DETAIL

1 1/2" = 1'-0"

A-611 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane Orlando, FL 32814 t: (407) 767-5188 f: (407) 767-5772 Osborn Engineering

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-620

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-620

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-620

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-620

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-620

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane Orlando, FL 32814 t: (407) 767-5188 f: (407) 767-5772 Osborn Engineering

CURB @ LOUVER

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-621

LOUVER -

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-621

ROOF EDGE OVERHANG

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-621

CMU CURB SECTION DETAIL @ PENTHOUSE

1 1/2" = 1'-0"

A-621

WALL PANEL SECTION DETAIL

1 1/2" = 1'-0"

A-621

PRECAST SECTION DETAIL

1 1/2" = 1'-0"

A-621

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane

VAO

VAO

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

MES Group, Inc.

550 North Reo Street, Suite 203 Tampa, FL, 33609 t: (813) 289-4700 Nicholas Stephenson

COMMISSIONING AGENT:

SGM Engineering 935 Lake Baldwin Lane door, frame and glazingopening hardware re ma rks / n ote s ke y s ide ke y m ar k ke y t yp e loc k a cc es s gla zin g t yp e fra me fin ish fra me m ate ria l fra me ty pe do or fin ish do or m ate ria l do or ty pe fire ra tin g no mi na l s ize s do or nu mb er

DOOR SCHEDULE - LEVEL 3

ja mb de tai l he ad de tai l sil l d eta il gla zin g s top si de ha rd wa re se t

W = WOOD

AL = ALUMINUM

DOOR MATERIAL:

DOOR FINISH

S = STAIN

M = MANUFACTURE'S FINISH

FRAME TYPE

SEE ELEVATIONS FOR TYPES.

AL = ALUMINUM

S = STANDARD

SLG = SLIDING DOOR

FRAME MATERIAL:

HM = STD HOLLOW METAL (08 11 13)

AL = ALUMINUM

FRAME FINISH:

P = PAINT

M = MANUFACTURE'S FINISH

HARDWARE SETS:

REFER TO SPEC SECTION 08 71 00

DOOR TYPE:

SEE ELEVATIONS FOR TYPES.

AL = ALUMINUM

F = FLUSH

FG = FULL GLASS

NL = NARROW LIGHT

SLG = SLIDING DOOR

NOTES:

1. SINGLE SLIDING DOOR. HARDWARE AND FRAME BY

MANUFACTURER. C.O. IS CLEAR OPENING WHEN

DOOR IS OPEN. C.O. IS NOT THE DOOR SIZE. SEE

DETAIL.

2. DOUBLE EGRESS DOOR.

3. GLAZING .25 T = 14" CLEAR TEMPERED GLASS

GLAZING FR = FIRE RATED GLASS

4. THE ABBREVIATION "NA" MEANS " NOT APPLICABLE "

WHERE NOTED ON THE SCHEDULE.

5. SEE WINDOW TYPES FOR DOOR FRAME.

6. MATCH ADJACENT EXTERIOR WINDOW GLASS.

3KC02 1'-0"/4'-0"X7'-0" - NL2 W S S1 HM P .25T NA 2/A-900 1/A-900 - 8 NA NA NA NA -

3K303 4'-0"X7'-0" - F W S S1 HM P - NA 2/A-900 1/A-900 4/AI-600 10 NA NA NA NA -

3K312A C.O. 4'-4"X7'-0" - F / SLG W S SLG1 - - - NA 13/A-900 12/A-900 14/A-900 1.00 NA NA NA NA 1 door, frame and glazingopening hardware re ma rks / n ote s ke y s ide ke y m ar k ke y t yp e loc k a cc es s gla zin g t yp e fra me fin ish fra me m ate ria l fra me ty pe do or fin ish do or m ate ria l do or ty pe fire ra tin g no mi na l s ize s do or nu mb er

DOOR SCHEDULE - LEVEL 4

ja mb de tai l he ad de tai l sil l d eta il gla zin g s top si de ha rd wa re se t

3KC07 3'-6"X7'-0" - NL1 W S S1 HM P .25T NA 6&7/A-900 5/A-900 - 12 NA NA NA NA -

3K306 3'-6"X7'-0" - F W S S1 HM P - NA 2/A-900 1/A-900 - 12 NA NA NA NA -

3K308 3'-6"X7'-0" - NL1 W S S1 HM P .25T NA 2/A-900 1/A-900 - 11 NA NA NA NA -

3KC04A 1'-0"/4'-0"X7'-0" - NL2 W S S1 HM P .25T NA 2/A-900 1/A-900 - 8 NA NA NA NA -

3K302 3'-6"X7'-0" - F W S AL2 AL M .25T NA 6&7/A-900 5/A-900 - 5 NA NA NA NA -

3K312B C.O. 4'-4"X7'-0" - F / SLG W S SLG1 - - - NA 13/A-900 12/A-900 14/A-900 1.00 NA NA NA NA 1

3K314A C.O. 4'-4"X7'-0" - F / SLG W S SLG1 - - - NA 13/A-900 12/A-900 14/A-900 1.00 NA NA NA NA 1 3K314B C.O. 4'-4"X7'-0" - F / SLG W S SLG1 - - - NA 13/A-900 12/A-900 14/A-900 1.00 NA NA NA NA 1

3K316A C.O. 4'-4"X7'-0" - F / SLG W S SLG1 - - - NA 13/A-900 12/A-900 14/A-900 1.00 NA NA NA NA 1 3K316B C.O. 4'-4"X7'-0" - F / SLG W S SLG1 - - - NA 13/A-900 12/A-900 14/A-900 1.00 NA NA NA NA 1

3K318A C.O. 4'-4"X7'-0" - F / SLG W S SLG1 - - - NA 13/A-900 12/A-900 14/A-900 1.00 NA NA NA NA 1 3K318B C.O.