ATTACHMENT 7 - Drawings - Part 6.pdf

PDF 14 MB Posted Apr 18, 2023

Attached to: Y1AZ--Construct Dental Clinic (Minor) Construction - Bay Pines
Solicitation number: 36C77623B0029
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 27, 2023

This file attachment relates to a federal solicitation for construction services. The Bay Pines Veterans Affairs Medical Center is seeking a general contractor to construct a new Dental Clinic, including general construction, mechanical, electrical and plumbing work. The project scope also involves demolition of an existing modular building, selected site utilities and concrete work, a gravel parking lot with permeable pavement, and select landscaping including trees. Responses are due under Solicitation Number 36C77623B0029 by the Department of Veterans Affairs Technology Acquisition Center located in Austin, Texas. The selected contractor will be responsible for furnishing all labor, materials, equipment and supervision to complete the dental clinic construction project.

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Other files

File	Type	Posted
36C77623B0029 0003.pdf	PDF	May 31, 2023
ATTACHMENT 14 - Addendum 1.pdf	PDF	May 31, 2023
Technical Questions - FINAL - Bay Pines 5-31-23.pdf	PDF	May 31, 2023
36C77623B0029 0002.pdf	PDF	May 24, 2023
36C77623B0029 0001.pdf	PDF	May 2, 2023
Site Visit Sign-in Sheet - Bay Pines 5-2-23.pdf	PDF	May 2, 2023
ATTACHMENT 9 - Drawings - Part 8.pdf	PDF	Apr 18, 2023
ATTACHMENT 2 - Drawings - Part 1.pdf	PDF	Apr 18, 2023
36C77623B0029 - 4-18-23.pdf	PDF	Apr 18, 2023
ATTACHMENT 12 - Contractor Safety - Environmental Form.docx	DOCX document	Apr 18, 2023
ATTACHMENT 10 - Limitations on Subcontracting - Construction.docx	DOCX document	Apr 18, 2023
ATTACHMENT 8 - Drawings - Part 7.pdf	PDF	Apr 18, 2023
ATTACHMENT 13 - Site Visit Instructions.pdf	PDF	Apr 18, 2023
ATTACHMENT 3 - Drawings - Part 2.pdf	PDF	Apr 18, 2023
ATTACHMENT 11 - Construction Wage Rates - Pinellas 1-13-23.pdf	PDF	Apr 18, 2023
ATTACHMENT 5 - Drawings - Part 4.pdf	PDF	Apr 18, 2023
ATTACHMENT 4 - Drawings - Part 3.pdf	PDF	Apr 18, 2023
ATTACHMENT 6 - Drawings - Part 5.pdf	PDF	Apr 18, 2023
ATTACHMENT 1 - Specifications.pdf	PDF	Apr 18, 2023

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Concrete Slab

Finish Ceiling

Structure Above

S1.0S1.1S1.2S2.0S4.0-F

E1.0E2.0E3.1 E3.0

2-HR Fire Rated Barrier

UL U419

Exterior Interior

9.21

5.06

9.21

7.13

7.827.82

7.14

5.07

9.219.21

7.827.82

7.13

5.06

9.219.21

10.24

4 7/8"

3 5/8"6"

7 1/4"

3 5/8"

5 3/16"

3 5/8"

4 1/4" 3 5/8"

6 1/8"

7.82

9.21

5.06

7.13

7.827.82

9.219.21 9.219.21

9.02

7.13

10 1/4"

7 5/8"

7.12

4.13

7.12

4.15

9.05

7.23

Exterior Interior

11 5/8"

1'-3 3/4"

Exterior Interior

8 1/4"

6.19

5.07

6.19

9.42

9.21

7.12

5.07 7.14

7.14

6.19

9.42

5.03

11 5/8"

Exterior Interior

S1.0-N

9.21

9.02

9.21

7.13

7.827.82

4 7/8"

3 5/8"

Non-Rated Smoke PartitionS1.3

7.827.82

7.82

7.13

5.06

9.219.219.21

3 5/8"

5 1/2"

S2.1

3 5/8"

4 7/8"

7.82

9.21

5.06

7.13

9.21

UL 752 Level 2 Bullet Resistant Barrier

E2.1

7.12

3.06

9.05

7.23

Exterior Interior

1'-4 1/8"

1'-0"

7.37 7.37

9.42

7.37

Conference, Break Room, Toilet Room Side

Corridor & Office Side

UL: HW-D-#### Series Fire Proofing

5.039.04

7.35

7.73 7.73 9.049.049.049.047.827.829.049.049.04

Exterior Interior

M1.0

E2.2

7.12

3.06

7.34

Exterior Interior

1'-2"

Exterior Interior

10 3/4"

9.21

7.12

5.07

6.19

5.03

7.34

7.14

E4.0

1'-0"

7 5/8"

11 1/8"

4.13

9.05

6.19

7.12

7.827.82

Exterior Interior

M1.1

7 5/8"

9 1/8"

4.13

9.05

6.19

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

WALL TYPES

AE001

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

3.06 Concrete building frame. See Structural Drawings.

4.13 8" concrete masonry unit. See Structural Drawings.

4.15 12" concrete masonry unit. See Structural Drawings.

5.03 Metal deck. See Structural Drawings.

5.06 3-5/8" cold formed metal framing @ 16" O.C. See Structural Drawings.

5.07 6" cold formed metal framing @ 16" O.C. See Structural Drawings.

6.19 5/8" exterior glass matt gypsum board sheathing. Seal all joints.

7.12 Rigid thermal wall insulation, R-12 min.

7.13 Batt thermal wall insulation. R-11 min.

7.14 Batt thermal wall insulation. R-19 min.

7.23 Fiber cement rain screen.

7.34 KEE single-ply roofing membrane.

7.35 Mineral wool insulation

7.37 Continuous fluid-applied air and moisture barrier.

7.73 Spray-applied fireproofing, as required by UL listing.

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

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

9.04 Slip type deflection track.

9.05 7/8" Aluminum hat channel furring @ 16" O.C.

9.21 5/8" Type X gypsum board.

9.42 STP water-resistive barrier on 3 coats of white stucco (Brown, Scratch, Finish), on metal lath.

10.24 5/16" bullet resistant fiberglass panel, UL 752 level-2 min.

Install to manufacturer's specification.

DETAIL NOTES

Scale: 1" = 1'-0"

WALL TYPES

Revisions Date

AE301

A2 A2

A3 A3

B.5

A.5 A.5

A4.5 A4.5

A1.5

A3.5

A4 A4

Waiting

Special Needs Treatment

Treatment

Oral Surgery

Equipment Storage

Mechanical

Medical Mechanical

Dental Laboratory

Mens Locker Room

Staff Toilet

133A

Staff Toilet

135A

Supervisor Office

111A

AO Office

111B

Assistant Director Office

111C

HAC

Dirty Storage

Clean Linen

Data

Sterile Instrument

Storage

Treatment

Clean Storage

Vestibule

100A

Corridor

C-2

Corridor

C-1

Corridor

C-3

Corridor

C-4

A2.7

A2.3

AE301

CT/Cone Beam

Radiographic Panoramic

Reception

Workstation

111N

Workstation

111M

Workstation

111L

Workstation

111K

Workstation

111J

Workstation

111I

Business Office

Unisex Toilet

Conference

111G

Elec

Director's Office

111D

Break Room

111F

Staff Toilet

111E

Workstation

111O Womens Locker Room

Alcove

111Q

Align Align

Align

A lig n

Wheelchair Alcove

100B

Roof Hatch

5'-8" 9'-11 5/8" 2'-8 3/8" 4'-0" 4'-4 1/4"

4'-0" R.O.

3'-3"

3'-7 7/8" 4'-0" R.O.

3'-3 5/8" 3'-7 1/4"

4'-0" R.O.

3'-3"

3'-7 7/8" 4'-0" R.O.

3'-3"

3'-7 7/8" 4'-0" R.O.

3'-3" 3'-7 7/8"

4'-0" R.O.

3'-3 5/8" 3'-7 1/4"

4'-0" R.O.

3'-3"

24'-11 1/2" 1'-11 5/8"

4'-0" R.O.

3'-4"

4'-0" R.O.

3'-4"

4'-0" R.O.

1'-5 5/8"

17'-10 3/8"

1'-8" 5'-0" 5'-0" 5'-0"

1'-8"

4'-11 5/8"

3'-4 5/8"

4'-0" R.O.

3'-3"

3'-7 7/8"

4'-0" R.O.

3'-3"

3'-7 7/8"

4'-0" R.O.

3'-3" 3'-7 7/8"

4'-0" R.O.

3'-3" 3'-7 7/8"

4'-0" R.O.

3'-3" 3'-7 7/8"

4'-0" R.O.

3'-3"

3'-7 7/8"

4'-0" R.O.

3'-3"

3'-7 7/8"

4'-0" R.O.

3'-3"

14'-0 5/8" 16'-1 3/8" 15'-3 7/8" 8'-6 3/8"

1'-5 3/4" 5'-6 1/4"

3'-3 5/8" 8'-0 3/8"

Align

3'-10 1/2" 4'-1 3/8"

1'-0 3/8"

6'-0 5/16"

1'-0 3/8"

10'-2 15/16" 9'-11 5/8" 10 5/8" 10 5/8" 10'-1 3/8" 9'-11 1/8"

10 5/8"

5 3/4" 12'-1" 8'-4 3/8"

10 5/8" 10 5/8"

10'-6 7/8" 6'-0" 6'-8 7/8"

10 1/2" 10 1/2"

11'-0 1/8" 7'-4 7/8" 2'-8 3/8" 16'-5 9/16" 1'-2 3/8"

T y p

/8 " 1

5'-10 7/8" 3'-4 1/8" 10 5/8"

3'-10 1/2" 4'-1 3/8" 1'-0 3/8"

6'-0 5/16"

1'-1"

10'-4 3/8" 4'-0" 4'-5 1/2" 9 15/16"

1'-4 3/4" 11 1/8" 7'-2 9/16" 11'-11 7/16"

1'-8 5/8" 10 5/8" 11'-8 1/8" 7'-10 1/2"

1'-4 1/2" 3'-7 1/2" 7'-10" 6'-0" 3'-8 1/2"

3'-10 7/8"

5 3/4" 9'-4 7/8" 9'-4 7/8"

2'-8 3/8"

4'-6" 6'-0" 5'-11 9/16" 1'-2 3/8"

12'-6"

8'-4 3/16" 1'-8 1/2"

8'-4 3/16"

10 1/2" 10 1/2"

7'-8 7/8"

2'-7 1/2"

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

2'-7 1/2"

7'-8 7/8"

3 13/16" EQ. EQ.EQ. EQ. EQ. EQ.

2 7/16"

3 13/16" 2 7/16"EQ. 3 13/16"

/1 "3 13/16"6'-2 5/16"3 13/16"

5 13/16"

EQ.EQ.EQ.EQ.EQ. EQ.EQ. EQ.

7 13/16"

10'-1 9/16" 11 1/8"

6" 4' - 0"

22' - 4" 102' - 0" 39' - 11 5/8"

R .O

18' - 4" 106' - 0" 39' - 11 5/8"

1'-7 5/8"

3'-3 7/8"

1'-6 1/16"

4 1/4" 1/2"

3 13/16"

3 13/16" 6'-5 7/16"

A1.5

A3.5

A2.7

A2.3

AE301

Waiting

10'-4"

A lig n

6 13/16"

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

DIMENSION PLAN

AE101-D

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

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

GENERAL PLAN NOTES

N Scale: 1/8" = 1'-0"2 Clerestory - Waiting Room

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 blocking to be metal stud.

D. First floor level 100'-0" equals 11'-0" NAVD.

E. All partitions shall be type 'S1.0' unless noted otherwise.

F. Contractor to assume gridlines are located on metal stud or unit masonry centerlines.

AE301

A2 A2

A3 A3

Waiting

Special Needs Treatment

Treatment

Oral Surgery

Equipment Storage

Mechanical

Medical Mechanical

Dental Laboratory

Mens Locker Room

Staff Toilet

133A

Staff Toilet

135A

Supervisor Office

111A

AO Office

111B

Assistant Director Office

111C

HAC

Dirty Storage

Clean Linen

Data

Clean Storage

Vestibule

100A Corridor

C-2

Corridor

C-1

Corridor

C-3

Corridor

C-4

B.5

A.5 A.5

A4.5 A4.5

A1 A1

A1.5

A3.5

A4 A4

A2.7

A2.3

CT/Cone Beam

Radiographic Panoramic

Reception

Business Office

Unisex Toilet

Conference

111G

Elec

Director's Office

111D

Break Room

111F

Staff Toilet

111E

AE301

AI402

Treatment

Sterile Instrument

Storage

Treatment

AI402

AI401

AI402

Alcove

111Q

Womens Locker Room

100B

C-2

121A

140 136

103A 111I

111B 111C111A

103B

111J

111H

111E

111G

111D 111F

C-4B

135A

135133

133A

J J J

E D

Workstation

111N

Workstation

111M

Workstation

111L

Workstation

111K

Workstation

111J

Workstation

111I

Workstation

111O

Resident Workstations

111P

9.45

9.46 9.46

9.459.46

9.45 9.45

9.45 9.46

AI401

A I4

AI402

AE311

AI401

Wheelchair Alcove

100B

111CD

9.45 9.45

9.459.45 9.459.45

22.07

Roof Hatch

9.45

111Q

120 124 126

C-1 C-4A

M M M M M M M

M M M M M M M M

AE314

E2.1

E2.0

E1.0

S2.0

S2.0 S2.0

S2.0

S2.0 S2.0S2.0

S2.0

S1.1

S2.0S2.0

S2.0S2.0 S2.0 S2.0S2.0

S2.1

S1.3

S2.1

S1.3

S1.3S1.3 S1.3S1.3

S1.3S1.3

S2.0

S2.0 S2.0

S1.2

S2.0

S4.0-FS4.0-FS4.0-F

S2.0

S2.0S2.0 S2.0

S1.0-NS1.0-N

S2.0

S1.1S1.0-N

S1.0-N S1.0-N

S1.0-NS1.0-NS1.0-N

S1.0-N

S1.1

S1.0-NS1.0-NS4.0-FS4.0-FS4.0-F

S2.0

100A

S2.0

E1.0S2.0

S2.0

S1.0-N

S2.0 S2.0

S2.0

S1.0-NS1.0-N

S1.2

S1.2S1.2

S2.0

P P

S1.3

3 sides

All sides of Chase

All sides of HAC

3 sides

10.03

10.40

10.40 10.40

10.4010.40

10.2610.26

10.26 10.26

10.26

10.2610.26

137A

A I4

AE314

AI402

AI403

B Sim.

AI403

B Sim.

AI403

A Sim.

AI403

A Sim.

Typ.

Treatment Rooms

M1.0

AE101-N

5.175.175.175.17

AI403

10.30

S1.3

C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J.

C.J. C.J. C.J.

C.J.

C.J.C.J.

C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J.

AE313

Waiting

1/4" / 12"

S2.0S2.0S2.0S2.0 6.276.276.276.27

S1.1

M1.1 S2.0

S2.0

M1.1

M1.1 M1.1

S2.0

M1.1M1.1M1.1

M1.1 S2.0S2.0S2.0

M1.1

S2.0

A1.5

A3.5

A2.7

A2.3

AE301

Waiting

S2.0

9.249.249.249.24

S2.0

E2.2

7.307.307.30

7.53

10" 1'-4"

10" 6"

S1.0-NS1.0-N

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

NOTE PLAN

AE101-N

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

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

5.17 1-1/2" I.D. Stainless Steel handrail. See Sheet AE/311.

6.27 Install Data equipment on 3/4" Fire Retardant Plywood

Sheathing, approved by VA. Coordinate plywood install with Data Contractor.

7.30 KEE roofing assembly. See Roof General Notes on Sheet

AE103.

7.53 Prefinished 6" aluminum gravel stop fascia. Install to

Manufacture's Specifications. Color to chosen from Manufacture's full color spectrum.

9.24 Double 5/8" gypsum board on 362S162 metal stud, 16" O.C.

Paint on top side of gypsum board "DO NOT STAND OR

STORE ITEMS"

9.45 Vertical gypsum control joint extending from corner of door frame.

9.46 Vertical gypsum control joint full height of wall. Control joint every 20'-0" O.C.of gypsum board.

10.03 8' x 4' x 1" Opaque Resin Wall. Mount wall to floor and ceiling using manufacturer provided mounting hardware. Contractor to coordinate etched relief design with VA, installation with Casework installation, and additional ceiling support with steel stud contractor.

10.26 UL 752 ballistic paneling to be installed uninterrupted behind wall..

10.30 Mop/Broom Holder with shelf and hooks.

10.40 Recessed fire extinguisher cabinet.

22.07 Countertop mounted Emergency Eyewash. See Plumbing

Drawings.

PLAN NOTES

GENERAL PLAN NOTES

N Scale: 1/8" = 1'-0"2 Clerestory - Waiting Room

N Scale: 1/4" = 1'-0"3 Enlarged Plan - Roof Access

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

C. All blocking to be metal stud.

D. First floor level 100'-0" equals 11'-0" NAVD.

E. All partitions shall be type 'S1.0' unless noted otherwise.

F. Contractor to assume gridlines are located on metal stud or unit masonry centerlines.

AE301

A2 A2

A3 A3

B7B.5

B.5

A.5

A4.5

A1.5

A3.5

A4 A4

A2.7

A2.3

AE301

AE103

1/4" / 12"

3/8" / 12" 5/16" / 12"

1/4" / 12"

1/4" / 12"5/16" / 12"

5/16" / 12"

3/8" / 12"

8" / 12"

1/4" / 12"

AE311

1/4" / 12"

7.307.307.307.30 7.30

22.03

22.03 22.03

22.03

7.307.307.30

7.53

7.537.53

7.53

22.03

7.517.51

7.517.51 7.67

7.677.67

7.677.677.677.67

7.67

8.18

7.537.53

7.53

7.537.53

7.53

7.537.53

7.53E3.1

5.18

1/4" / 12"

10.04 10.04 10.04 10.04

10.0410.0410.04

AE313

1/4" / 12"

1/4" / 12" 1/4" / 12"

1/4" / 12"

7.307.307.307.30

7.24 7.24 7.24 7.24 7.24 7.24

22.10 22.10 22.10 22.10 22.10

23.05

23.0523.05

23.05

23.05 23.05

23.05

AE301

E4.0

8" / 12"

7.307.307.307.30

AE314

AE301

E4.0

AE314

8" / 12"

7.307.307.307.30

AE314

AE301

E4.0

8" / 12"

7.307.307.307.30

AE314

AE301

A2 A2

A3 A3

B7B.5

B.5

A.5

A4.5

A1.5

A3.5

A4 A4

A2.7

A2.3

AE301

AE3116

AE3135

1/4" / 12"

5/16" / 12" 5/16" / 12"

3/8" / 12"

1/4" / 12"

7.307.307.307.30 7.30

22.03

22.03 22.03

22.03

7.307.307.30

7.53

7.537.53

7.53

22.03

7.517.51

7.517.51 7.67

7.677.67

7.677.677.677.67

7.67

8.18

E3.1

5.18

1/4" / 12"

1/4" / 12" 1/4" / 12"

1/4" / 12"

7.307.307.307.30

7.24 7.24 7.24 7.24 7.24 7.24

22.10 22.10 22.10 22.10 22.10

3/8" / 12"

5/16" / 12"

1/4" / 12"

23.0523.05

23.05

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

P M

CONSTRUCT DENTAL CLINIC

02/03/2023

ROOF PLAN

AE103

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

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

5.18 Galvanized Metal Rod. See Structural Drawings

7.24 Prefinished 4" W x 2" H Metal Scupper. Install to Manufacture's Specifications. Color to match front fascia metal. Coordinate Final location with Roof Insulation and Roof Membrane Contractors.

7.30 KEE roofing assembly. See Roof General Notes on Sheet

AE103.

7.51 Prefinished Aluminum Coping. Color to match exterior Stucco.

Wood blocking is prohibited in Project. Coordinate install with roofing membrane contractor.

7.53 Prefinished 6" aluminum gravel stop fascia. Install to

Manufacture's Specifications. Color to chosen from Manufacture's full color spectrum.

7.67 Prefinished aluminum Coping. Color to match Canopy

breakmetal and chosen from Manufacturer's full spectrum of colors. Wood blocking is prohibited in Project. Coordinate install with roofing membrane contractor.

8.18 Roof Hatch and Ladder. 36" x 36"

10.04 Prefinished aluminum bahama style shutters.

22.03 Roof drain and overflow drain. See Plumbing Drawings.

22.10 Scupper roof drain with secured angle clamp. See Plumbing Drawings. Install to Manufacturer's Specifications.

23.05 Mechanical Equipment. See Mechanical Drawings. Cricket roof insulation and membrane around equipment as necessary to prevent ponding or moisture build up.

PLAN NOTES

Scale: 1/8" = 1'-0"2 Roof Monitor

Scale: 1/8" = 1'-0"3 Roof Monitor

Scale: 1/8" = 1'-0"4 Roof Monitor

GENERAL ROOF NOTES

A. All roofing KEE roofing assemblies: KEE single-ply roofing membrane fully adhered to 5/8" exterior-grade gypsum board cap sheet. Cap Sheet fully adhered to polyiso roof insulation. First layer of insulation to be mechanically fastened to metal deck roof. Subsequent layers of insulation to be fully adhered with mechanical fasteners, as needed.

B. Min. 5" Polyiso insulation on building roof. Min 2 layers of insulation.

Stagger insulation joints in all directions.

C. Min. Polyiso insulation thickness on canopy roofs to be as needed for proper drainage to roof drains.

D. All roofs to be sloped 1/4" / 12", unless noted otherwise.

E. Roof Monitors and Clerestory Windows to be removed in Bid Item 3 (Bid Deduct 2). Refer to General Requirements Specification Section

N Scale: 1/8" = 1'-0"5 Roof Plan - Bid Deduct 2

Level 1 100'-0"

Roof - Main 114'-8"

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

B2B3B4B5B6B7 B.5B8 B1

Roof - Waiting 118'-0"

Window Head 108'-0"

J J J

M M M M M M M

7.519.427.239.477.537.34 9.42

9.479.479.479.479.479.479.479.479.479.47

9.47full length of facade full height of wall. Typ.

7.53

5.18

7.67

7.537.53 7.347.34

10' - 10 7/8"10' - 10 7/8"12' - 4 1/4"7' - 4"7' - 4"8' - 10 1/4"

31.0131.0131.01

9.47

22.09 22.09

10.04 10.0410.04

10.04 10.04 10.04 10.04

10.04

10.04 10.04

7.47

Level 1 100'-0"

Roof - Main 114'-8"

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

A2 A3A.5 A4.5A1 A1.5 A3.5 A4A2.7A2.3

Roof - Waiting 118'-0"

Window Head 108'-0"

HHGGHF

7.51

7.677.67

9.42 9.47

9.479.47

9.47

9.42

2.07

7.25

7.53

7.47

5.17

31.0131.0131.01

7.237.237.23 7.237.237.23

10.0410.04

T y p

Level 1 100'-0"

Roof - Main 114'-8"

Parapet - Wating 120'-0"

Grade 98'-0"

Parapet - Main Roof 116'-8"

B2 B3 B4 B5 B6 B7B.5 B8B1

Roof - Waiting 118'-0"

Window Head 108'-0"

100A

M M M M M M M M

7.51 9.42 7.23 9.47

7.23

31.0131.0131.01

5.175.175.175.17

9.47

7.53 7.53 7.53

9.47 9.47 9.479.47

7.34

9.47 9.47 9.47

7.34 7.34

9.47 9.47 9.47

9.479.47 full height of wall. Typ.

full length of facade

7.25

7.53

7.47

5.18

7.53

9' - 4 1/2" 10' - 8" 10' - 8" 9' - 4 1/2"

10' - 11 1/2" Typ.

7.24 7.24 7.24 7.24 7.24

7.47

Level 1 100'-0"

Roof - Main 114'-8"

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

A2A3 A.5A4.5 A1A1.5A3.5A4 A2.7 A2.3

Roof - Waiting 118'-0"

Window Head 108'-0"

O O

2.07

137A

C-4A

31.0131.0131.01

9.42 7.67 7.51

9.47 full length of facade

9.42 7.537.34 9.427.51

9.47full height of wall. Typ.

9.47 9.47

7.25

5.185.185.18

7.53 10.04

7.47

7.24

7.53

7.47

7.24

T y p

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

EXTERIOR ELEVATIONS

AE201

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

2.07 Existing solar panel and structure to remain.

5.17 1-1/2" I.D. Stainless Steel handrail. See Sheet AE/311.

5.18 Galvanized Metal Rod. See Structural Drawings

7.23 Fiber cement rain screen.

7.24 Prefinished 4" W x 2" H Metal Scupper. Install to Manufacture's Specifications. Color to match front fascia metal. Coordinate Final location with Roof Insulation and Roof Membrane Contractors.

7.25 Roof Termination, flashing, and counterflashing.

7.34 KEE single-ply roofing membrane.

7.47 3-piece finished break metal aluminum fascia. Color: Tan to match fiber cement boards.

7.51 Prefinished Aluminum Coping. Color to match exterior Stucco.

Wood blocking is prohibited in Project. Coordinate install with roofing membrane contractor.

7.53 Prefinished 6" aluminum gravel stop fascia. Install to

Manufacture's Specifications. Color to chosen from Manufacture's full color spectrum.

7.67 Prefinished aluminum Coping. Color to match Canopy

breakmetal and chosen from Manufacturer's full spectrum of colors. Wood blocking is prohibited in Project. Coordinate install with roofing membrane contractor.

9.42 STP water-resistive barrier on 3 coats of white stucco (Brown, Scratch, Finish), on metal lath.

9.47 1/2" Stucco Control Joint. Align with masonry control joint..

Coordinate with Project Mason.

10.04 Prefinished aluminum bahama style shutters.

22.09 Downspout Nozzle. See Plumbing Drawings.

31.01 Grade shown for reference only. Refer to Civil Drawings for final Grading.

ELEVATION NOTES

Scale: 1/8" = 1'-0"2 North Elevation

Scale: 1/8" = 1'-0"3 West Elevation

Scale: 1/8" = 1'-0"1 South Elevation

Scale: 1/8" = 1'-0"4 East Elevation

N.T.S.Scale:

Key Plan

GENERAL EXTERIOR ELEVATION NOTES

A. Verify all conditions prior to fabrication, erection, and installation.

B. See Structural Drawings for depth of foundations, footings, column sizes, and locations.

C. Align Stucco Control Joints with Masonry Control Joints.

Roof - Main 114'-8"

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

A2 A3A.5 A4.5A1 A1.5 A3.5 A4

Roof - Waiting 118'-0"

Window Head 108'-0"

Treatment

Business Office

111 Corridor

C-2

Corridor

C-1 Treatment

AE311

Sim

AE311

Sim

9.579.579.579.57

Level 1 100'-0"

Roof - Main 114'-8"

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

B2 B3 B4 B5 B6 B7B.5 B8B1

Roof - Waiting 118'-0"

Window Head 108'-0"

AE312

3 AE312

AE313

AE312

AE313

Waiting

100 Reception

Workstation

111N

Workstation

111M

Workstation

111L

Workstation

111K

Workstation

111J

Business Office

Conference

111G

Corridor

C-3

Dirty Storage

Mens Locker Room

Womens Locker Room

Mechanical

AE313

9.579.579.57 9.579.579.57 9.579.579.57

Level 1 100'-0"

Roof - Main 114'-8"

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

A2 A3A.5 A4.5A1 A1.5 A3.5 A4A2.7A2.3

Roof - Waiting 118'-0"

Window Head 108'-0"

AE311

Waiting

100 Vestibule

100A

9.46 9.46 9.46

AE313

9.579.579.579.57

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

BUILDING SECTIONS

AE301

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

9.46 Vertical gypsum control joint full height of wall. Control joint every 20'-0" O.C.of gypsum board.

9.57 5/8" Type X Gypsum Board. Level 5 Finish.

SECTION NOTES

Scale: 1/8" = 1'-0"3 Building Section

Scale: 1/8" = 1'-0"1 Building Section

Scale: 1/8" = 1'-0"2 Building Section

Parapet - Main Roof 116'-8"

Window Head 108'-0"

S2.0

E1.0

1/2"

5'-6 7/8" 4 1/4"

AE313

Scupper

7.307.30

9.41

3.023.02 S2.0 E1.0

3.03

9.55

9.48

5.035.03

3.25

AE313

Scupper

Level 1 100'-0"

Parapet - Wating 120'-0"

Grade 98'-0"

Parapet - Main Roof 116'-8"

M1.0

E3.0

1'-0" 3'-0" 1'-0"

T Y

AE313

Sim

AE313

7.307.30

26.01

S2.0S2.0

9.28

100A

100B

3.023.02

4.15

3.03

1/2"

3.25

9.55

T y p

2' - 1"

5.17

3.093.093.093.09

3.10

7.217.307.307.30

9.489.48

3.25

1/2" 1'-0"

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

WALL SECTIONS

AE311

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

3.02 Concrete slab on grade over vapor barrier over 2" Polyiso Rigid insulation over compacted aggregate base. See Structural Drawings.

3.03 Concrete footing. See Structural Drawings

3.09 Concrete Slab-on-grade. See Structural Drawings. Broom finish.

3.10 Concrete Stairs. Slab-on-grade. Broom finished.

3.25 1/2" expansion material.

4.15 12" concrete masonry unit. See Structural Drawings.

5.03 Metal deck. See Structural Drawings.

5.17 1-1/2" I.D. Stainless Steel handrail. See Sheet AE/311.

7.21 KEE Roofing Assembly. KEE single-play roofing membrane fully adhered to cap sheet. 5/8" gypsum board cap sheet fully adhered to polyiso tapered roof insulation. First layer of tapered roof insulation to be mechanically fastened to metal deck roof.

Subsequent layers of insulation to be fully adheared with mechanical fasteners, as needed. Tapered insulation to be 1/4"/12" slope.

7.30 KEE roofing assembly. See Roof General Notes on Sheet

AE103.

9.28 Gypsum board ceiling.

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.48 Linear 6" wide, exterior metal panels and horizontal carriers.

Every other panel running along the edge to be vented. Install to manufacture's specifications to meet Structural windload requirements. See Structural Drawings.

9.55 Epoxy-Acrylate Resin Weather Proofing. Texture and Color to match Stucco.

26.01 Light fixture. See Electrical Drawings.

SECTION NOTES

Scale: 3/4" = 1'-0"1 Wall SectionScale: 3/4" = 1'-0"2

Wall Section

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

Window Head 108'-0"

E3.1

S2.0

8 3/8"

7.307.30

7.30

M in

7.30

9.41

E4.0

5.05

5.19

5.01

7.59

7.25

9.49

7.85

"7.36

7.59

7.51

9.02

9.28

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

E4.0

AE313

S1.0 S1.0

26.01

9.41

26.01

9.41

7.307.30

5.19 7.14

5.01

9.02

108'-11"

5.07

5.05

9.57

9.57 9.57

Level 1 100'-0"

Parapet - Main Roof 116'-8"

Window Head 108'-0"

9'-10 1/4"

AE313

Scupper

8'-0 5/8"

S2.0 E1.0

1/2"3.023.02

4.13

3.03

3.093.09

9.48

7.307.30

5.18

7.307.30

1/2"

3.253.25

AE313

Scupper

1/4" / 12"

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

WALL SECTIONS

AE312

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

3.02 Concrete slab on grade over vapor barrier over 2" Polyiso Rigid insulation over compacted aggregate base. See Structural Drawings.

3.03 Concrete footing. See Structural Drawings

3.09 Concrete Slab-on-grade. See Structural Drawings. Broom finish.

3.25 1/2" expansion material.

4.13 8" concrete masonry unit. See Structural Drawings.

5.01 Structural steel frame. See Structural Drawings.

5.05 Steel angle. See Structural Drawings.

5.07 6" cold formed metal framing @ 16" O.C. See Structural Drawings.

5.18 Galvanized Metal Rod. See Structural Drawings

5.19 Steel HSS. See Structural Drawings.

7.14 Batt thermal wall insulation. R-19 min.

7.25 Roof Termination, flashing, and counterflashing.

7.30 KEE roofing assembly. See Roof General Notes on Sheet

AE103.

7.36 Run KEE roofing membrane and gypsum coverboard up back

side and over the top of parapet wall. Wood blocking prohibited on project. Coordinate termination of roofing membrane with coping/fascia Contractor.

7.51 Prefinished Aluminum Coping. Color to match exterior Stucco.

Wood blocking is prohibited in Project. Coordinate install with roofing membrane contractor.

7.59 Fiber board cant.

7.85 Continuous sealant.

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

9.28 Gypsum board ceiling.

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.48 Linear 6" wide, exterior metal panels and horizontal carriers.

Every other panel running along the edge to be vented. Install to manufacture's specifications to meet Structural windload requirements. See Structural Drawings.

9.49 Stucco weep screed.

9.57 5/8" Type X Gypsum Board. Level 5 Finish.

26.01 Light fixture. See Electrical Drawings.

SECTION NOTES

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

Scale: 3/4" = 1'-0"2 Wall Section

Scale: 3/4" = 1'-0"1 WS - Rear Overhang

Window Head 108'-0"

7.307.30

5.05

6.19

7.36

7.65 7.53

5.19

9.48

7.47

7.43

5.06

5.28

9.21

9.51

5.065.06

Window Head 108'-0"

E1.0

S2.0

1/2"

9.41

9.21

7.81

8.26

9.52

9.42

7.81

6.03

9.48

5.19

5.05

7.217.21

7.59

7.25

5.06

12.03

9.49

7.85

5.06

M in

2 1/8"

M in

7.53

7.58

8.34

8.26

7.81

9.51

5.07

7.34

7.14

7.307.30

5.19 5.07

7.14

9.21

5.19

5.05

Roof - Main 114'-8"

116'-8"

S1.0

E4.0

8.26

7.50

7.60

7.59

7.66

7.34

7.307.30

5.05

5.01

5.06 12

Parapet - Main Roof 116'-8"

7.307.30

7.59

7.36

S2.0 E1.0

7.67

5.05

4.32

Level 1 100'-0"

5" for S.F. Typ. I

10 1/2"

7.61

8.26

7.81

9.55

4.15

7.85

3.25

3.023.02

Parapet - Main Roof 116'-8"

10 1/2"

M1.0 S2.0

7.37

9.42

7.37

5.07

6.19

9.28

5.06

7.85

8.26

9.52

7.38

8.34

7.81

1/2"

12.03

23.01

Window Head 108'-0"

S2.0 E2.2

9.249.24

9.48

5.19

9.21

8.26

7.85 7.81

9.48

5.19

5.05

7.217.21

7.60

7.50

7.81

8.26

10 1/2"

9.21

7.85

1/2"

9.02

5.065.06

3/4"

S2.0 E1.0

9.53

9.54

3.18

7.81

8.26 7.85

6.28

1/2"

Window Head 108'-0"

7.68

8.26

7.81 9.48

7.81

9.249.24

5.19

9.21 5.06

9.21

5.19

7.13

9.21

7.53

9.029.02

Roof - Main 114'-8"

M i n

8.19

7.59

7.307.30

S1.0-N

5.01

5.05

9.21

5.07 7.14

9.04 Window Head

108'-0"

9.51

9.48

9.519.51

5.19

7.307.30

5.05

7.657.65

7.53

5.06

9.21

7.47

5.28

7.43

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

Roof - Waiting 118'-0"

7.307.30

5.05

7.59

7.36

7.51

E3.0

5.285.28

3.06

9.42

6.19

5.07

7.37

Parapet - Wating 120'-0"

Parapet - Main Roof 116'-8"

E3.0

7.51

5.28

7.307.30

7.59

7.36

9.52

5.05

9.42

6.19

5.07

7.37

5.01

Window Head 108'-0"

1/2"

M in

S2.0 E1.0

7.85

9.49

7.25

22.10

7.65

7.307.30

5.19

5.05

5.065.06

9.48

9.47

4.30

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

SECTION DETAILS

AE313

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

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

SECTION DETAIL - FASCIA

3.02 Concrete slab on grade over vapor barrier over 2" Polyiso Rigid insulation over compacted aggregate base. See Structural Drawings.

3.06 Concrete building frame. See Structural Drawings.

3.18 Precast CMU Sill.

3.25 1/2" expansion material.

4.15 12" concrete masonry unit. See Structural Drawings.

4.30 Grout Solid.

4.32 Masonry Anchor. See Structural Drawings.

5.01 Structural steel frame. See Structural Drawings.

5.05 Steel angle. See Structural Drawings.

5.06 3-5/8" cold formed metal framing @ 16" O.C. See Structural Drawings.

5.07 6" cold formed metal framing @ 16" O.C. See Structural Drawings.

5.19 Steel HSS. See Structural Drawings.

5.28 Clip Angle. See Structural Drawngs.

6.03 Composite Plastic Board

6.19 5/8" exterior glass matt gypsum board sheathing. Seal all joints.

6.28 Solid surface sill.

7.13 Batt thermal wall insulation. R-11 min.

7.14 Batt thermal wall insulation. R-19 min.

7.21 KEE Roofing Assembly. KEE single-play roofing membrane

fully adhered to cap sheet. 5/8" gypsum board cap sheet fully adhered to polyiso tapered roof insulation. First layer of tapered roof insulation to be mechanically fastened to metal deck roof.

Subsequent layers of insulation to be fully adheared with mechanical fasteners, as needed. Tapered insulation to be 1/4"/12" slope.

7.25 Roof Termination, flashing, and counterflashing.

7.30 KEE roofing assembly. See Roof General Notes on Sheet

AE103.

7.34 KEE single-ply roofing membrane.

7.36 Run KEE roofing membrane and gypsum coverboard up back

side and over the top of parapet wall. Wood blocking prohibited on project. Coordinate termination of roofing membrane with coping/fascia Contractor.

7.37 Continuous fluid-applied air and moisture barrier.

7.38 Continuous Fluid-Applied Membrane Flashing all way around rough opening.

7.43 Metal panel closure trim by panel manufacturer. Color to match panel color.

7.47 3-piece finished break metal aluminum fascia. Color: Tan to match fiber cement boards.

7.50 Aluminum sill flashing and counterflashing with end dams.

Finish to match storefront mullions.

7.51 Prefinished Aluminum Coping. Color to match exterior Stucco.

Wood blocking is prohibited in Project. Coordinate install with roofing membrane contractor.

7.53 Prefinished 6" aluminum gravel stop fascia. Install to

Manufacture's Specifications. Color to chosen from Manufacture's full color spectrum.

7.58 Hot weld membrane flashing along all rough opening edges of clerestory storefronts.

7.59 Fiber board cant.

7.60 Termination Bar

7.61 Aluminum sill flashing w/ end dams. Color to match storefront.

7.65 Hot weld membrane flashing.

7.66 Run membrane flashing underneath aluminum sill flashing, from termination bar to back of aluminum sill. Hot weld to steel frame.

7.67 Prefinished aluminum Coping. Color to match Canopy

breakmetal and chosen from Manufacturer's full spectrum of colors. Wood blocking is prohibited in Project. Coordinate install with roofing membrane contractor.

7.68 3-piece prefinished aluminum fascia. Color to match gravel stop.

7.81 Continuous sealant over backer rod.

7.85 Continuous sealant.

8.19 Prefinished 36" X 36" roof hatch.

8.26 5" Aluminum storefront window system.

8.34 Aluminum window flashing. Aluminum finish to match storefront aluminum mullions.

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

9.04 Slip type deflection track.

9.21 5/8" Type X gypsum board.

9.24 Double 5/8" gypsum board on 362S162 metal stud, 16" O.C.

Paint on top side of gypsum board "DO NOT STAND OR

STORE ITEMS"

9.28 Gypsum board ceiling.

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.42 STP water-resistive barrier on 3 coats of white stucco (Brown, Scratch, Finish), on metal lath.

9.47 1/2" Stucco Control Joint. Align with masonry control joint..

Coordinate with Project Mason.

9.48 Linear 6" wide, exterior metal panels and horizontal carriers.

Every other panel running along the edge to be vented. Install to manufacture's specifications to meet Structural windload requirements. See Structural Drawings.

9.49 Stucco weep screed.

9.51 5/8" exterior-grade gypsum board.

9.52 Stucco casing bead.

9.53 Stucco control joint.

9.54 1" thick white stucco sill. Color to match exterior stucco.

9.55 Epoxy-Acrylate Resin Weather Proofing. Texture and Color to match Stucco.

12.03 Solar shade assembly w/ fascia. Install per all manufacturers instructions. Motorized solar shade is Waiting Room, manual solar shade in rest of project.

22.10 Scupper roof drain with secured angle clamp. See Plumbing Drawings. Install to Manufacturer's Specifications.

23.01 Mechanical Equipment. See Mechanical Drawings.

PLAN NOTES

Scale: 1 1/2" = 1'-0"7

SECTION DETAIL - HEAD

Scale: 1 1/2" = 1'-0"15

SECTION DETAIL - HEAD

Scale: 1 1/2" = 1'-0"10

SECTION DETAIL - SILL

Scale: 1 1/2" = 1'-0"12

SECTION DETAIL - PARAPET

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

SECTION DETAIL - SILL

Scale: 1 1/2" = 1'-0"13

SECTION DETAIL - HEAD

Scale: 1 1/2" = 1'-0"8

SECTION DETAIL - HEAD/SILL

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

SECTION DETAIL - SILL

Scale: 1 1/2" = 1'-0"9

SECTION DETAIL - HEAD

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

SECTION DETAIL - ROOF HATCH

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

SECTION DETAIL - SCUPPER

Scale: 1 1/2" = 1'-0"11

SECTION DETAIL - PARAPET

Scale: 1 1/2" = 1'-0"14

SECTION DETAIL - HEAD

A. Verify all conditions prior to fabrication, erection, and installation.

B. See Structural Drawings for depth of foundations, footings, column sizes, and locations.

C. Align Stucco Control Joints with Masonry Control Joints.

GENERAL DETAIL NOTES

Scale: 1 1/2" = 1'-0"6 SD - Scupper Roof Drain

5.19

8.26

7.81

8.34

6.19

6.03

8.26

7.81

9.21

7.12

A3.5

5/8"6 1/8"

1/2"

S2.0E2.0

E2.0

7.85

8.26

7.38

7.82

7.39

7.40

7.81

7.28

5.17

E2.0

S2.0

8.32

7.38

7.81

7.85

7.40

7.39

7.85

10 1/2"

8.33

8.32

5.19

M1.0

E1.0

S2.0

8.32

7.85

7.81

7.85

S2.0

E1.0

6.03 8.26

7.81

7.85

6.28

9.21

M1.0

S2.0

8.26

7.81

9.02

S2.0

M1.1

A3.5

S2.0

E2.1

8.26

9.02

8.26

5.19

8.35

8.26

E4.0

7.58

5.19

5.03

8.34

7.81

8.26

7.85

A3.5

E2.1

S2.0

8.32

7.81

7.85

7.38

7.40

7.39

7.85

2 1/8"

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

PLAN DETAILS

AE314

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

5.03 Metal deck. See Structural Drawings.

5.17 1-1/2" I.D. Stainless Steel handrail. See Sheet AE/311.

5.19 Steel HSS. See Structural Drawings.

6.03 Composite Plastic Board

6.19 5/8" exterior glass matt gypsum board sheathing. Seal all joints.

6.28 Solid surface sill.

7.12 Rigid thermal wall insulation, R-12 min.

7.28 Fiber Cement board corner trim by Fiber Cement board

manufacture. Install to manufacturer's specifications. Color to be chosen from manufacturer's full spectrum of colors.

7.38 Continuous Fluid-Applied Membrane Flashing all way around rough opening.

7.39 Rainscreen system trim, by rainscreen manufacture.

7.40 Aluminum rainscreen trim. Aluminum finish to match curtainwall aluminum mullions. Extend trim into curtainwall rough opening.

See Detail 12/AE314 for profile.

7.58 Hot weld membrane flashing along all rough opening edges of clerestory storefronts.

7.81 Continuous sealant over backer rod.

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

7.85 Continuous sealant.

8.26 5" Aluminum storefront window system.

8.32 10-1/2" Aluminum curtainwall system.

8.33 Aluminum corner trim by curtain wall manufacture. Color to match curtainwall mullions.

8.34 Aluminum window flashing. Aluminum finish to match storefront aluminum mullions.

8.35 Aluminum corner trim by storefront manufacture. Finish to match storefront mullions.

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

9.21 5/8" Type X gypsum board.

PLAN NOTES

GENERAL PLAN NOTES

Scale: 1 1/2" = 1'-0"9

PLAN DETAIL - JAMB

Scale: 1 1/2" = 1'-0"4 SD - CMU Corner

Scale: 1 1/2" = 1'-0"7

PLAN DETAIL - JAMB

Scale: 1 1/2" = 1'-0"8

PLAN DETAIL - JAMB

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

PLAN DETAIL - JAMB

Scale: 1 1/2" = 1'-0"11

PLAN DETAIL - JAMB

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

PLAN DETAIL - JAMB

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

PLAN DETAIL - JAMB

Scale: 1 1/2" = 1'-0"6

PLAN DETAIL - JAMB

Scale: 1 1/2" = 1'-0"10

PLAN DETAIL - JAMB

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

PLAN DETAIL - JAMB

Scale: 3" = 1'-0"12

PLAN DETAIL - TRIM PROFILE

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

C. All blocking to be metal stud.

D. First floor level 100'-0" equals 11'-0" NAVD.

E. All partitions shall be type 'S1.0' unless noted otherwise.

F. Contractor to assume gridlines are located on metal stud or unit masonry centerlines.

A. Verify all conditions prior to fabrication, erection, and installation.

B. See Structural Drawings for depth of foundations, footings, column sizes, and locations.

C. Align Stucco Control Joints with Masonry Control Joints.

GENERAL DETAIL NOTES

Toilet Accessory

Equipment

Signage

Keynote

Material Finish

SYMBOL LEGEND

37 3843b

RES-1

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

W3.1 W3.1 W3.1

44b

44a

3'-0" 2'-9" 2'-9" 3'-6" 3'-6" 2'-6" 3'-6" 3'-6"

43ax2

SS-1

B1.1 B1.1 B1.1 B1.1 B3.1 B1.1 B1.1 x3 x3 61 62 42 39 40b 40ax2 x2

MT-1

M-1

P-1

12.36

J J J

G J

SS-1

MT-1

M-1

48c 48b 48a

2'-6" 3'-0" 3'-0" 3'-0"

B3.1 B2.1

3'-0" 6'-0"

G E

P-1 W3.1

22.07

12.36

RES-1

12.38

12.37

5150 51 5252 50

P-1

RES-1

50 14

3'-0"3'-0"3'-0"3'-0"

B3.1B3.1

1'-3"3'-5"1'-3"

W3.1 W3.1 W3.1 W3.1

SS-1

F55

12.36

C1.1 C1.1

SS-1

P-1

46 x3 45

RES-1

C1.1

P-1

RF-1

Open

P-2

CG-1 RF-1

3 Sides

P-1

P-3

P-1

RF-1

P-3P-3

P-1

RF-1

AI401

A I4

AI401

A I4

22G

FEJ

A I4

Open

P-2

RF-1

P-1

RF-1

P-1

P-3 P-1

RF-1

RF-1RF-1

P-3

P-1

RF-1

AI401

A I4

AI401

A I4

F E J 13 G22

14 12

A I4

1'-3"

P-3

PL-1

SS-1

P-3

1'-3"

PL-1

SS-1

RF-1

AI401

A I4

AI401

A I4

51 52 50 x4 x3 x4x4 x414

43b 43ax2 x3 37 38 61 62 40b 40ax2 x2

Dental Laboratory

138 47

48b

44b 44a x3

48c

48a

A I4

43a

1'-6"

B3.1

MT-1

SS-1

OpenOpen

P-1

2'-9"1'-6"

B3.1 B1.1

MT-1

SS-1

43a 37

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

INTERIOR ELEVATIONS

AI401

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

12.36 Sloped top. Metal to match Metal Manufacture's finish.

12.37 Flammable storage metal cabinet.

12.38 Acid storage metal cabinet.

22.07 Countertop mounted Emergency Eyewash. See Plumbing

Drawings.

ELEVATION NOTES

3 2 1

1516 14 13 C

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

Dental Lab

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

Panoramic Radiology

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

CT: Cone Beam

11 10 9 8 B7

GENERAL INTERIOR ELEVATION NOTES

A. See Sheet AI403 for typical mounting height of Accessories.

B. See Sheet AI511 for Casework Details.

C. See Sheet AF101 for Floor Finish Plan and Finish Materials Legend.

D. See Sheet QH701 for Equipment List

E. Provide Water-Resistant Gyp. board tile substrate in all Toilet rooms

F. Paint Hollow Metal doorframes P-6, unless otherwise noted.

Toilet Accessory

Equipment

Signage

Keynote

Material Finish

SYMBOL LEGEND

P-1

RF-1

4'-7 3/8" 3'-0"

P-3

P-1

RF-1

3'-0"

4'-6"

5a PL-2

PL-25b

SS-2

G FJE

P-1

RF-1

4'-6"

5aPL-2

3'-0"

PL-2

SS-2

P-3

RF-1

P-3

RF-1

P-3

J F

PL-2

RF-1

P-1

4'-6"

PL-2

3'-0"

SS-2

5b11

P-3

Open Open

PL-2

PL-2P-3

G 13 FJ

P-1

RF-1

1"4'-6"

PL-2

SS-2

3'-0"

PL-2

A I4

AI402

A I4

26 10

6'-1 3/8"4 1/4"3"

A I4

AI402

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

5'-3 5/16" 5'-3 5/16"

AI402

A I4

AI402

A I4

6 G13 E

42021

5'-4"

12 6 G

SS-1

RF-1

3'-0"

7c PL-2

P-1

SS-1

6.32

2'-0" 3'-6" 3'-6" 3'-6" 2'-0"

3'-6" 3'-6" 3'-6"

7a 7a 7aPL-2

7b 7b7b7b7b

PL-1

20 2126

RF-1

SS-1

22 33

3'-0"

P-3

RF-1

B3B2

W1 W1

2'-6"3'-0"

4'-7 11/16"2'-6"3'-0"0" Filler

PL-1

SS-1

PL-1

P-2

A D

11 Lockers @ 1'-3" ea. = 13'-9" Total

10.53

P-1

PL-3

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

INTERIOR ELEVATIONS

AI402

ACMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

4 13 2

8 7 6 5

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

Special Treatment Room

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

Typ. Treatment Room

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

Oral Surgery Plan

12 11 10 9

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

Break Room

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

Typical Locker Room

6.32 Sloped top. Finish to match wall cabinet.

10.53 Sloped top by locker manufacturer.

ELEVATION NOTES

GENERAL INTERIOR ELEVATION NOTES

A. See Sheet AI403 for typical mounting height of Accessories.

B. See Sheet AI511 for Casework Details.

C. See Sheet AF101 for Floor Finish Plan and Finish Materials Legend.

D. See Sheet QH701 for Equipment List

E. Provide Water-Resistant Gyp. board tile substrate in all Toilet rooms

1' - 0"

3' - 0"

Note: Flush valve located on accessible side

1' - 6"

Note:

Beginning of reflective surface

MIN.

T o D is p e n s e r

O p e n in g

A D

A c c e s s ib le

T o O p e ra b le

M e c h a n is m

Finish Floor

T o O p e ra b le

M e c h a n is m

F H in

T o ile ts in

T o ile ts

K D

PT-1

SS-3

P-2

PT-1

SS-3

P-2

PT-1

SS-3

P-2

PT-1

SS-3

P-2

A-4

AI403

A-1

A I4

A-3

A I4

A-2

AI403

Unisex Toilet

H F

1'-6" 1'-3"

Toilet Accessory

Equipment

Signage

Keynote

Material Finish

SYMBOL LEGEND

B-1

A I4

B-4

AI403

B-3

A I4

B-2

AI403

Staff Toilet

111E

B A D K B

PT-1

SS-3

P-1E

1' - 6"2' - 0"

P-1

SS-3

PT-1

SS-3

P-1

P-2

SS-3

PT-1

Do not provide Sanitary Napkin Disposal "K" in 'Staff Toilet 133A'

Paint Wall P-1 in Staff Toilets 133A and 135A.

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

INTERIOR ELEVATIONS - TOILET

ACCESSORIES

AI403

BMMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

TOILET ACCESSORIES SCHEDULE

MARK ITEM

MANUFACTUR

ER MODEL

PROVIDED BY INSTALLED BY

O W

N E

C O

N T

R A

C T

O R

O W

N E

C O

N T

R A

C T

O R

A Grab Bar - 18" Length BOBRICK B-6806 X 18 X X

B Grab Bar - 42" Length BOBRICK B-6806 X 42 X X

C Grab Bar - 36" Length BOBRICK B-6806 X 36 X X

D Toilet Tissue Dispenser BOBRICK B-2888 X X

E Mirror - Stainless Steel Frame - 18" x 36" BOBRICK B-290 X X

F Hand Sanitizer Dispenser, Wall Mounted, Hands-Free Purell 7830 X X

G Paper Towel Dispenser, Wall-Mounted Scott 39730 X X

H Robe Hook - - X X

J Soap Dispenser, Wall Mounted, Hands Free Purell 7830 X X

K Sanitary Napkin Disposal BOBRICK B-5270 X X

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

Typical Mounting Heights - Toilet Accessories

A-1A-2A-3A-4 A

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

Typ. Public Unisex Toilet

ELEVATION NOTES

GENERAL INTERIOR ELEVATION NOTES

BB-3 B-1B-2B-4

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

Typ. Staff Toilet

A. See Sheet AI403 for typical mounting height of Accessories.

B. See Sheet AI511 for Casework Details.

C. See Sheet AF101 for Floor Finish Plan and Finish Materials Legend.

D. See Sheet QH701 for Equipment List

E. Provide Water-Resistant Gyp. board tile substrate in all Toilet rooms

9.60

12.31

12.22

12.29

12.20

12.19

12.21

Drawer

B1B2

Sink

12.27

12.20

22.06

12.19

9.60

12.31 12.29

12.21

12.31

12.21

12.20

12.19

Microwave

C1.1

12.19

12.32

12.20

12.34

Drawer

File Drawer

9.60

12.19

12.21

12.19

DRAWER

S E

E I N

T E

R E

L E

V A

N S

B1.1B2.1

CABINET

W1.1

S E

E I N

T E

R E

L E

V A

N S

12.20

12.08

12.52

DRAWER

S E

E I N

T E

R E

L E

V A

N S

SINK

S E

E I N

T E

R E

L E

V A

N S

B3.1

2' - 1"

1' - 0 3/4"

2' - 1"

12.1012.10

12.61

12.20

12.08

9.61

12.05

9.61

12.20

22.01 2' - 1"

12.08

DRAWER

12.0512.0512.05

9.61

12.19 12.19

12.19

12.07

26.02

12.29

12.31

12.22

12.21

9.27

12.36

12.09

12.06

12.52

12.05

12.06

26.02

12.19

22.01

12.29

1' - 2"

S E

E I N

T E

R E

L E

V A

N S

2' - 1"

M in

S E

E I N

T E

R E

L E

V A

N S

S E

E I N

T E

R E

L E

V A

N S

2' - 1"

11" 5" 8"

S E

E I N

T E

R E

L E

V A

N S

2' - 1"2' - 1"

S E

E I N

T E

R E

L E

V A

N S

2' - 1"

10 3/8" 6 3/4" 4 3/4"

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

CASEWORK SECTIONS & DETAILS

AI511

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

A. See Interior Elevations on Sheets AI401, AI402, and AI403 for further information.

B. Wood blocking prohibited on Project. Provide metal blocking and anchorage as required by Casework Manufacturer's

9.27 Gypsum board soffit.

9.60 Resilient base. See Room Finish Schedule.

9.61 Resilient flash cove base. See Room Finish Schedule.

12.05 Metal Pull Handle

12.06 Wood prohibited on project. Anchor cabinet to wall to Manufacture Specifications.

12.07 Integral solid surface sink. See Plumbing Drawings.

12.08 Metal base cabinet.

12.09 Metal wall cabinet.

12.10 Metal Panel apron and panel

12.19 Applied solid surface backsplash.

12.20 Solid surface material over 3/4" plywood, with 1/4" eased edge.

12.21 Plastic laminate over 3/4" particle board.

12.22 Adjustable shelf. Plastic laminate over 3/4" particle board.

12.27 Removable panel with concealed fasteners: Plastic laminate over 3/4" plywood.

12.29 4" wire pull.

12.31 Concealed hinge.

12.32 Wire management grommet. Coordinate exact location with

COR.

12.34 Heavy-duty bracket.

12.36 Sloped top. Metal to match Metal Manufacture's finish.

12.52 Adjustable Shelf.

12.61 Metal panel end panel.

22.01 Plumbing fixture. See Plumbing Drawings.

22.06 Undermount solid surface sink bowl.

26.02 Under cabinet light fixture provided by lab casework

manufacturer. Coordinate with MEP.

N.T.S.Scale:

Sections - Plastic Laminate Casework

DETAIL NOTES

GENERAL CASEWORK NOTES

N.T.S.Scale:

Sections - Metal Casework

8.02

9.219.80

8.02

9.09

9.219.80

9.08

7.82

9.09

9.219.80

7.82

8.09

9.219.80

9.08

7.82

1/2"

SEE WALL TYPE

5.10

10.24

1/2" 1/2"

SEE WALL TYPE

1/2"1/2"

8.09 5.10

10.24

SEE WALL TYPE

8.14

1/2"1/2"

9.21

9.02 7.13

7.12

9.08

4.19

9.42

7.37

9.49

4.16

4.13

9.42

7.37

9.49

4.16

9.21

9.80 9.02

7.12

9.08

4.19

9.42

7.37

A lig n

8.15

6.03

7.857.85

8.28 5 3/4"

6.03

7.857.85

8.28

/2 " 2

5 3/4"

9.21

7.85

9.02 7.13

7.12

9.21

9.02 7.13

7.12 9.42

7.37

4.13

9.219.80

9.08

7.82

SEE WALL TYPE

8.02

8.24

8.25

8.30

SEE WALL TYPE

1/2"

2" 2"

9.09

9.589.58

9.21

7.13

8.02

7.82

8.248.02

8.15

9.21

9.02 7.69

9.08

4.19

4.13

4.17

5 3/4"

9.21

7.85

9.02 7.69

SEE WALL TYPE

1/2" SEE WALL TYPE

4.17

9.05

9.21

7.85

SEE WALL TYPE

1/2" SEE WALL TYPE

SEE WALL TYPE

1/2" SEE WALL TYPE

9.05

9.21

SEE WALL TYPE

1/2" SEE WALL TYPE

SEE WALL TYPE

1/2" SEE WALL TYPE

SEE WALL TYPE

1/2" SEE WALL TYPE

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

SEE SCHED.

S E

E S

C H

E D

U L E

SEE SCHED.

5" 5"

S E

E S

C H

E D

U L E

8" 8"

SEE SCHED.

S E

E S

C H

E D

U L E

SEE SCHED.

S E

E S

C H

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U L E

FFGNG

S T A

T E

OF FLO

I D A

R E G

TERED ARC

E C T

R O G E

A. REP

S T I E N

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

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

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

CONSTRUCT DENTAL CLINIC

02/03/2023

DOOR SCHEDULE, TYPES, AND

DETAILS

AI601

BRMD

516-349

BAY PINES VAMC

AMBER MILTON

100% Construction Set 21005.00

DOOR SCHEDULE

DOOR

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM TYPE MAT'L

SIZE

TYPE MAT'L HEAD JAMB# W H T

100A 100A FG ALUM 2 3'-0" 7'-8

1/2"

1 1/2" - ALUM H5 - 12 Blast-Rated, Card Reader and Automatic Operator

100B 100 100A FG ALUM 2 3'-0" 7'-9

5/8"

1 1/2" - ALUM - - 13 Automatic Operator

101 100 101 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H1 J1 03 ASTM E90 sound rated door. Min. STC rating of 45.

102 C-2 102 G WD 1 3'-6" 7'-0" 1 3/4" 1 HM H1 J1 01

103A C-2 103 F WD 1 3'-0" 7'-0" 1 3/4" 1 HM H4 J4 17…

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File details come from the government source that posted it. Updated Apr 18, 2023.