Am 3 - ATT 3 - 585-337 - ADD 2.pdf

Addendum No. 2, Page 1 of 4 Comm. No. 6163.03

ADDENDUM NO. 2

EXPAND PHARMACY AND RADIOLOGY

OSCAR G. JOHNSON VA MEDICAL CENTER

IRON MOUNTAIN, MICHIGAN

COMMISSION NO. 6163.03

This Addendum is issued to modify, explain or correct the original drawings and specifications and is hereby made part of the Contract Documents.

Receipt of the Addendum shall be acknowledged in the appropriate place on the Bid Form.

SPECIFICATIONS:

1. Section 09 29 00 GYPSUM BOARD

A. Page 09 29 00 - 3, After Article 2.1 GYPSUM BOARD, Add the following Article:

2.2 GYPSUM SHEATHING BOARD

A. ASTM C1396, Type X, water-resistant core, 16 mm (5/8 inch) thick.

B. ASTM C1177, Type X.

B. Page 09 29 00 – 7 After Article 3.2 INSTALLING GYPSUM BOARD, Add the following Article:

3.3 INSTALLING GYPSUM SHEATHING

A. Install in accordance with ASTM C840, except as otherwise specified or shown.

B. Use screws of sufficient length to secure sheathing to framing.

C. Space screws 9 mm (3/8 inch) from ends and edges of sheathing and 200 mm (8 inches) on center. Space screws a maximum of 200 mm (8 inches) on center on intermediate framing members.

D. Apply 600 mm by 2400 mm (2 foot by 8 foot) sheathing boards horizontally with tongue edge up.

E. Apply 1200 mm by 2400 mm or 2700 mm (4 ft. by 8 ft. or 9 foot) gypsum sheathing boards vertically with edges over framing.

Addendum No. 2, Page 2 of 4

DRAWINGS

1. Sheet AD104K – THIRD FLOOR DEMOLITION PLAN

A. Removing exterior windows in training rooms

2. Sheet A105K – THIRD FLOOR AND ROOF NEW WORK PLANS

A. Infilling removed exterior windows, added detail and partition tags

3. Sheet A404K – WALL SECTIONS

A. Modifications to penthouse wall sections

4. Sheet A501K – EXTERIOR DETAILS

A. Modifications to penthouse details

5. Sheet A502K – EXTERIOR DETAILS

6. Sheet A503K – EXTERIOR DETAILS

A. Modifications to penthouse details and added fireproofing detail

7. Sheet A504K – ELECTRICAL PENTHOUSE DETAILS

A. Modifications to electrical penthouse details and wall sections

8. Sheet A601K – DOOR SCHEDULE

9. Sheet A602K – PARTITION SCHEDULE

A. Added partition to partition schedule

10. Sheet I002K – NEW ROOM FINISH SCHEDULE

A. Modifications to door schedule

11. Sheet MP103K – SECOND FLOOR PLAN – NEW WORK (PIPING)

A. HWS/R piping size changes.

12. Sheet MK301K – SECTIONS AND ENLARGED PLANS

A. HWS/R piping size changes.

Addendum No. 2, Page 3 of 4

13. Sheet MJ601K – SCHEDULES

A. Unit heater and air unit heating coil revised selections.

14. Sheet S203 – THIRD FLOOR FRAMING PLAN

A. 2/S203:

• REMOVE HSS jambs at south wall

• REVISE column locations along east wall

• REVISE roof deck note at electrical penthouse

• REVISE PARTIAL PENTHOUSE ROOF FRAMING PLAN NOTES #2 and #7

B. 4/S203:

• REMOVE HSS jambs at south wall

• REVISE column location along east wall

15. Sheet S300 – WALL REINFORCEMENT ELEVATIONS

A. Add Key Notes 3 & 4

B. 3/S300:

• REVISE wall reinforcing

C. 4/S300:

• REVICE wall reinforcing

D. 7/S300:

• REVISE jambs/headers

• ADD keynote 4

E. 8/S300:

• ADD keynote 4

F. 9/S300:

• ADD keynote 3

G. 10/S300:

H. 11/S300:

Addendum No. 2, Page 4 of 4

16. Sheet S821 – FRAMING DETAILS

A. 1/S821:

• ADD metal wall deck

B. 9/S821:

• REVISE base plate dimensions

C. 18/S821:

• REVISE CF studs

D. 21/S821:

• ADD metal wall deck

ATTACHMENTS

Re-Issued Specification Section – 09 29 00 GYPSUM BOARD Re-Issued Sheets – S203, S300, S821, A105K, A404K, A501K, A502K, A503K, A504K, A601K, A602K, AD104K, I002K, MJ601K, MK301K, MP103K

BERNERS-SCHOBER ASSOCIATES, INC.

GREEN BAY, WISCONSIN

February 6, 2025

04-01-20

Expand Pharmacy & Radiology 09 29 00 - 1

SECTION 09 29 00

GYPSUM BOARD

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies installation and finishing of gypsum board.

1.2 RELATED WORK

A. Installation of Steel Framing Members for Walls, Partitions, Furring, Soffits, and Ceilings: Section 05 40 00, COLD-FORMED METAL FRAMING, and Section 09 22 16, NON-STRUCTURAL METAL FRAMING.

B. Sound Deadening Board: Section 07 21 13, THERMAL INSULATION.

C. Acoustical Sealants: Section 07 92 00, JOINT SEALANTS.

E. Lead or copper lined wallboard: Section 13 49 00, RADIATION PROTECTION.

1.3 TERMINOLOGY

A. Definitions and description of terms shall be in accordance with

ASTM C11, C840, and as specified.

B. Underside of Structure Overhead: In spaces where steel trusses or bar joists are shown, the underside of structure overhead shall be the underside of the floor or roof construction supported by the trusses or bar joists.

C. "Yoked": Gypsum board cut out for opening with no joint at the opening

(along door jamb or above the door).

1.4 SUBMITTALS

A. Submit in accordance with Section 01 33 23, SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES.

B. Manufacturer's Literature and Data:

1. Cornerbead and edge trim.

2. Finishing materials.

3. Laminating adhesive.

4. Gypsum board, each type.

C. Shop Drawings:

1. Typical gypsum board installation, showing corner details, edge trim details and the like.

2. Typical sound rated assembly, showing treatment at perimeter of partitions and penetrations at gypsum board.

3. Typical shaft wall assembly.

4. Typical fire rated assembly and column fireproofing, indicating details of construction same as that used in fire rating test.

Expand Pharmacy & Radiology 09 29 00 - 2

D. Samples:

1. Cornerbead.

2. Edge trim.

3. Control joints.

E. Test Results:

1. Fire rating test, each fire rating required for each assembly.

2. Sound rating test.

F. Certificates: Certify that gypsum board types, gypsum backing board types, cementitious backer units, and joint treating materials do not contain asbestos material.

1.5 DELIVERY, IDENTIFICATION, HANDLING AND STORAGE

A. In accordance with the requirements of ASTM C840.

1.6 ENVIRONMENTAL CONDITIONS

A. In accordance with the requirements of ASTM C840.

1.7 APPLICABLE PUBLICATIONS

A. The publications listed below form a part of this specification to the extent referenced. The publications are referenced in the text by the basic designation only.

B. American Society for Testing and Materials (ASTM):

C11-15..................Terminology Relating to Gypsum and Related

Building Materials and Systems

C475-15.................Joint Compound and Joint Tape for Finishing

Gypsum Board

C840-13.................Application and Finishing of Gypsum Board

C919-12.................Sealants in Acoustical Applications

C954-15.................Steel Drill Screws for the Application of

Gypsum Board or Metal Plaster Bases to Steel

Stud from 0.033 in. (0.84mm) to 0.112 in.

(2.84mm) in thickness

C1002-14................Steel Self-Piercing Tapping Screws for the

Application of Gypsum Panel Products or Metal

Plaster Bases to Wood Studs or Steel Studs

C1047-14................Accessories for Gypsum Wallboard and Gypsum

Veneer Base

C1177-13................Glass Mat Gypsum Substrate for Use as Sheathing

C1178/C1178M-18.........Specification for Coated Glass Mat Water

Resistant Backing Panel

C1658-13................Glass Mat Gypsum Panels

C1396-14................Gypsum Board

Expand Pharmacy & Radiology 09 29 00 - 3

C. Underwriters Laboratories Inc. (UL):

Latest Edition..........Fire Resistance Directory

D. Inchcape Testing Services (ITS):

Latest Editions.........Certification Listings

PART 2 - PRODUCTS

2.1 GYPSUM BOARD

A. Gypsum Board: ASTM C1396, Type X, 16 mm (5/8 inch) thick unless shown otherwise.

B. Coreboard or Shaft Wall Liner Panels.

1. ASTM C1396, Type X.

2. ASTM C1658: Glass Mat Gypsum Panels.

3. Coreboard for shaft walls 300, 400, 600 mm (12, 16, or 24 inches) wide by required lengths 25 mm (1 inch) thick with paper faces treated to resist moisture.

C. Mold and Moisture Resistant Gypsum Board: Gypsum board with enhanced core formulated for resistance to moisture and mold; UL Classified for fire resistance (Type X). Surfaced with moisture/ mold resistant paper on front, back, and long edges. Complying with ASTM C1396.

Mold Resistance: Panel score of 10 when tested in accordance with

ASTM D3273.

D. Abuse-Resistant Gypsum Board:

1. Panels shall comply with the following:

a. Thickness: 5/8”

b. Long Edges: Tapered

c. Fire-Resistance Rated Type X Core

d. ASTM E 84: Flame Spread 15 / Smoke Developed 5

e. Mold Resistance: ASTM D 3273, score of 10

f. Surface Abrasion per ASTM C1629: Level 2 or 3

g. Surface Indentation per ASTM C1629: Level 1 or 2

h. Soft Body Impact Test per ASTM C1629: Level 1 or 2

2.2 GYPSUM SHEATHING BOARD

A. ASTM C1396, Type X, water-resistant core, 16 mm (5/8 inch) thick.

BA. ASTM C1177, Type X.

2.3 ACCESSORIES

A. ASTM C1047, except form of 0.39 mm (0.015 inch) thick zinc-coated steel sheet or rigid PVC plastic.

B. Flanges not less than 22 mm (7/8 inch) wide with punchouts or deformations as required to provide compound bond.

Expand Pharmacy & Radiology 09 29 00 - 4

2.4 FASTENERS

A. ASTM C1002 and ASTM C840, except as otherwise specified.

B. ASTM C954, for steel studs thicker than 0.04 mm (0.33 inch).

C. Select screws of size and type recommended by the manufacturer of the material being fastened.

D. For fire rated construction, type and size same as used in fire rating test.

E. Clips: Zinc-coated (galvanized) steel; gypsum board manufacturer's standard items.

2.5 FINISHING MATERIALS AND LAMINATING ADHESIVE

A. ASTM C475 and ASTM C840. Free of antifreeze, vinyl adhesives, preservatives, biocides and other VOC. Adhesive shall contain a maximum

VOC content of 50 g/l.

PART 3 - EXECUTION

3.1 GYPSUM BOARD HEIGHTS

A. Extend all layers of gypsum board from floor to underside of structure overhead on following partitions and furring:

1. Two Sides of Partitions:

a. Fire rated partitions.

b. Smoke partitions.

c. Sound rated partitions.

d. Full height partitions shown (FHP).

e. Corridor partitions.

2. One Side of Partitions or Furring:

a. Inside of exterior wall furring or stud construction.

b. Room side of room without suspended ceilings.

c. Furring for pipes and duct shafts, except where fire rated shaft wall construction is shown.

3. Extend all layers of gypsum board construction used for fireproofing of columns from floor to underside of structure overhead, unless shown otherwise.

B. In locations other than those specified, extend gypsum board from floor to heights as follows:

1. Not less than 100 mm (4 inches) above suspended acoustical ceilings.

2. At ceiling of suspended gypsum board ceilings.

3. At existing ceilings.

Expand Pharmacy & Radiology 09 29 00 - 5

3.2 INSTALLING GYPSUM BOARD

A. Coordinate installation of gypsum board with other trades and related work.

B. Install gypsum board in accordance with ASTM C840, except as otherwise specified.

C. Moisture and Mold–Resistant Assemblies: Provide and install moisture and mold-resistant glass mat gypsum wallboard products with moisture-resistant surfaces complying with ASTM C1658 where shown and in locations which might be subject to moisture exposure during construction.

D. Use gypsum boards in maximum practical lengths to minimize number of end joints.

E. Bring gypsum board into contact, but do not force into place.

F. Ceilings:

1. For single-ply construction, use perpendicular application.

2. For two-ply assemblies:

a. Use perpendicular application.

b. Apply face ply of gypsum board so that joints of face ply do not occur at joints of base ply with joints over framing members.

G. Walls (Except Shaft Walls):

1. When gypsum board is installed parallel to framing members, space fasteners 300 mm (12 inches) on center in field of the board, and

200 mm (8 inches) on center along edges.

2. When gypsum board is installed perpendicular to framing members, space fasteners 300 mm (12 inches) on center in field and along edges.

3. Stagger screws on abutting edges or ends.

4. For single-ply construction, apply gypsum board with long dimension either parallel or perpendicular to framing members as required to minimize number of joints except gypsum board shall be applied vertically over "Z" furring channels.

5. For two-ply gypsum board assemblies, apply base ply of gypsum board to assure minimum number of joints in face layer. Apply face ply of wallboard to base ply so that joints of face ply do not occur at joints of base ply with joints over framing members.

6. No offset in exposed face of walls and partitions will be permitted because of single-ply and two-ply or three-ply application requirements.

Expand Pharmacy & Radiology 09 29 00 - 6

7. Control Joints ASTM C840 and as follows:

a. Locate at both side jambs of openings if gypsum board is not

"yoked". Use one system throughout.

b. Not required for wall lengths less than 9000 mm (30 feet).

c. Extend control joints the full height of the wall or length of soffit/ceiling membrane.

H. Acoustical or Sound Rated Partitions, Fire and Smoke Partitions:

1. Cut gypsum board for a space approximately 3 mm to 6 mm (1/8 inch to 1/4 inch) wide around partition perimeter.

2. Coordinate for application of caulking or sealants to space prior to taping and finishing.

3. For sound rated partitions, use sealing compound (ASTM C919) to fill the annular spaces between all receptacle boxes and the partition finish material through which the boxes protrude to seal all holes and/or openings on the back and sides of the boxes. STC minimum values as shown.

I. Electrical and Telecommunications Boxes:

1. Seal annular spaces between electrical and telecommunications receptacle boxes and gypsum board partitions.

J. Accessories:

1. Set accessories plumb, level and true to line, neatly mitered at corners and intersections, and securely attach to supporting surfaces as specified.

2. Install in one piece, without the limits of the longest commercially available lengths.

3. Corner Beads:

a. Install at all vertical and horizontal external corners and where shown.

b. Use screws only. Do not use crimping tool.

4. Edge Trim (Casings Beads):

a. At both sides of expansion and control joints unless shown otherwise.

b. Where gypsum board terminates against dissimilar materials and at perimeter of openings, except where covered by flanges, casings or permanently built-in equipment.

c. Where gypsum board surfaces of non-load bearing assemblies abut load bearing members.

d. Where shown.

Expand Pharmacy & Radiology 09 29 00 - 7

3.3 INSTALLING GYPSUM SHEATHING

A. Install in accordance with ASTM C840, except as otherwise specified or shown.

B. Use screws of sufficient length to secure sheathing to framing.

C. Space screws 9 mm (3/8 inch) from ends and edges of sheathing and

200 mm (8 inches) on center. Space screws a maximum of 200 mm

(8 inches) on center on intermediate framing members.

D. Apply 600 mm by 2400 mm (2 foot by 8 foot) sheathing boards horizontally with tongue edge up.

E. Apply 1200 mm by 2400 mm or 2700 mm (4 ft. by 8 ft. or 9 foot) gypsum sheathing boards vertically with edges over framing.

3.4 CAVITY SHAFT WALL

A. Coordinate assembly with Section 09 22 16, NON-STRUCTURAL METAL

FRAMING, for erection of framing and gypsum board.

B. Conform to UL Design No. U438 or FM WALL CONSTRUCTION 12-2/HR

(Nonbearing for two-hour fire rating. Conform to FM WALL CONSTRUCTION

25-1/HR (Non-loadbearing) for one-hour fire rating where shown.

C. Cut coreboard (liner) panels 25 mm (1 inch) less than floor-to-ceiling height and erect vertically between J-runners on shaft side.

1. Where shaft walls exceed 4300 mm (14 feet) in height, position panel end joints within upper and lower third points of wall.

2. Stagger joints top and bottom in adjacent panels.

3. After erection of J-struts of opening frames, fasten panels to

J-struts with screws of sufficient length to secure to framing staggered from those in base, spaced 300 mm (12 inches) on center.

D. Gypsum Board:

1. Two Hour Wall:

a. Erect base layer (backing board) vertically on finish side of wall with end joints staggered. Fasten base layer panels to studs with 25 mm (one inch) long screws, spaced 600 mm

(24 inches) on center.

b. Use laminating adhesive between plies in accordance with

UL or FM if required by fire test.

c. Apply face layer of gypsum board required by fire test vertically over base layer with joints staggered and attach with screws of sufficient length to secure to framing staggered from those in base, spaced 300 mm (12 inches) on center.

Expand Pharmacy & Radiology 09 29 00 - 8

2. One Hour Wall With One Layer on Finish Side of Wall: Apply face layer of gypsum board vertically. Attach to studs with screws of sufficient length to secure to framing, spaced 300 mm (12 inches) on center in field and along edges.

3. Where coreboard is covered with face layer of gypsum board, stagger joints of face layer from those in the coreboard base.

E. Treat joints, corners, and fasteners in face layer as specified for finishing of gypsum board.

3.5 FINISHING OF GYPSUM BOARD

A. Finish joints, edges, corners, and fastener heads in accordance with

ASTM C840. Use Level 4 finish for al finished areas open to public view.

B. Before proceeding with installation of finishing materials, assure the following:

1. Gypsum board is fastened and held close to framing or furring.

2. Fastening heads in gypsum board are slightly below surface in dimple formed by driving tool.

C. Finish joints, fasteners, and all openings, including openings around penetrations, on that part of the gypsum board extending above suspended ceilings to seal surface of non-decorated smoke barrier, fire rated and sound rated gypsum board construction. After the installation of hanger rods, hanger wires, supports, equipment, conduits, piping and similar work, seal remaining openings and maintain the integrity of the smoke barrier, fire rated and sound rated construction. Sanding is not required of non-decorated surfaces.

3.6 REPAIRS

A. After taping and finishing has been completed and before decoration, repair all damaged and defective work, including non-decorated surfaces.

B. Patch holes or openings 13 mm (1/2 inch) or less in diameter, or equivalent size, with a setting type finishing compound or patching plaster.

C. Repair holes or openings over 13 mm (1/2 inch) diameter, or equivalent size, with 16 mm (5/8 inch) thick gypsum board secured in such a manner as to provide solid substrate equivalent to undamaged surface.

D. Tape and refinish scratched, abraded or damaged finish surfaces including cracks and joints in non-decorated surface to provide smoke

Expand Pharmacy & Radiology 09 29 00 - 9 tight construction, fire protection equivalent to the fire rated construction and STC equivalent to the sound rated construction.

- - - E N D - - -

F F

G

H

J

L

N

P

NURSE

EDUCATION

OFFICE

NURSING

TRAINING

ROOM

STAIR 3

CONTROL

3228A

X-RAY

OPERATORY

OPERATORY

CHIEF,

DENTAL

PASSAGE

PASSAGE

3237A

WAITING

ROOM

A

B-E

C-E

D-E

E-E

F-E

1-E

1-E

2-E

2-E

3-E

3-E

4-E

4-E7-E8-E

6-E

F6 A504K--------------

ELEVATOR

LOBBY

NURSE

EDUCATION

TRAINING

ROOM

NURSE

EDUCATION

TRAINING

ROOM

TOILET

3250A

TOILET

3246A

PASSAGEWAY

MECH.

3244A

B

C

C

D

D

F6 A404K--------------

F4 A404K--------------

B

A A

DEMOLITION NOTES

GENERAL DEMOLITION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

A.

B.

9.

10.

11.

12.

13.

REMOVE ALL PARTITIONS, DOORS, FRAMES, PLUMBING FIXTURES,

EQUIPMENT, AND CASEWORK IN THEIR ENTIRETY SHOWN DASHED

ON THIS PLAN. COORDINATE WITH OWNER ITEMS TO BE SALVAGED.

REMOVE ALL SUSPENDED ACOUSTICAL TILE AND PLASTER CEILINGS

FROM ROOMS WITH NEW CEILINGS SCHEDULED (SEE REFLECTED

CEILING PLAN FOR LOCATIONS OF NEW CEILINGS). REMOVE CEILING

GRID, HANGER WIRES, FURRING CHANNELS, ETC., ALL AS REQUIRED

FOR FULL ACCESS TO STRUCTURE ABOVE AND TO CONFIRM

CONTINUITY OF ALL PARTITIONS TO REMAIN.

WHERE EXISTING CONSTRUCTION IS SCHEDULED TO REMAIN,

REPAIR/ PATCH OPENINGS (I.E. AFTER REMOVAL OF ADJACENT

WALLS, OUTLETS, GASES, LIGHTING FIXTURES, HANDRAILS,

GUARDRAILS, WALL PROTECTION, ETC.) IN WALLS, CEILINGS, AND

FLOORS THAT ARE NOT SCHEDULED TO RECEIVE NEW FINISHES,

PROVIDE SMOOTH AND INVISIBLE TRANSITIONS. MAINTAIN EXISTING

CODE AND FIRE RATING REQUIREMENTS.

WHERE EXISTING PARTITIONS ARE SHOWN TO REMAIN, THE

EXISTING PARTITION GYPSUM BOARD/PLASTER HEIGHT MAY NOT

EXTEND TO NEW SOFFIT/CEILING HEIGHT. EXTEND GYPSUM

BOARD/PLASTER AS REQUIRED TO ACCOMMODATE NEW

SOFFIT/CEILING HEIGHT.

REMOVE OR PREP EXISTING FINISHES WHERE NEW FINISHES ARE

SCHEDULED IN THE NEW FINISH SCHEDULE.

UNLESS NOTED OTHERWISE, EXISTING PARTITIONS ARE

CONSTRUCTED OF METAL STUDS WITH GYPSUM BOARD ON BOTH

SIDES. PARTITIONS WERE CONSTRUCTED AFTER THE INSTALLATION

OF TOPPING.

REMOVE TOPPING TO STRUCTURAL SLAB (IN AREAS SHOWN AS

THUS ) FOR INSTALLATION OF NEW PORCELAIN TILE.

WHERE DEMOLITION OF CHASES OCCUR AND THE

PIPES/MECHANICAL PENETRATIONS IN THE CHASE ARE TO REMAIN.

CONFIRM THAT THE PIPES HAVE CONCRETE INFILLED AROUND

THEM FOR REQUIRED FIRE RATING. IF OPENING AROUND PIPES

EXIST, INFILL OPENING AROUND PIPES WITH CONCRETE TO

ACHIEVE REQUIRED RATING.

FIRESTOP PIPES THROUGH FLOOR ABOVE AS REQUIRED TO

ACHIEVE TWO HOUR FIRE RATING.

REMOVE FLOOR TILE TO STRUCTURAL SLAB. INFILL TOPPING AS

REQUIRED FOR NEW FLOOR FINISH.

WHERE FLOOR OR WALL TILE IS SCHEDULED IN NEW FINISH

SCHEDULE, REMOVE FLOOR TOPPING AND WALL FINISHES AS

REQUIRED TO PROVIDE INSTALLATION METHOD. DETAILS INDICATED

IN SPECIFIED TCNA SYSTEM.

WHERE ADJACENT PARTITIONS AT COLUMNS ARE SCHEDULED TO

BE REMOVED, REMOVE FINISHES AT COLUMNS DOWN TO

STRUCTURE.

REMOVAL OF ALL NON-PERMANENT ITEMS (FURNITURE, WALL

HANGINGS, DESKS, ETC.) TO BE COMPLETED BY OWNER PRIOR TO

DEMOLITION BEING STARTED

REMOVAL OF ALL PERMANENT ITEMS (SINK ACCESSORIES,

EQUIPMENT SUPPORTS, TV'S, ETC.) TO BE DONE BY CONTRACTOR.

COORDINATE WITH OWNER WHAT IS TO BE SALVAGED OR RE-

INSTALLED

DEMOLITION KEYED NOTES:

A REMOVE WINDOW SYSTEM, TREATMENTS AND SILL. REMOVE

INTERIOR HEAD AND JAMBS. PREPARE OPENING TO BE INFILLED.

SEE NEW WORK PLAN FOR EXTENT

B REMOVE BRICK AND INSULATION. SEE NEW WORK PLANS

C REMOVE / PULL BACK EXISTING ROOFING MATERIALS AS REQUIRED

FOR NEW ADDITION

D REMOVE ROOF WALKING PADS SHOWN DASHED. SALVAGE FOR

RE-LOCATION. SEE NEW WORK PLANS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

EXPAND PHARMACY AND RADIOLOGY

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

KEY PLAN:

Comm. Number: 6163.03

FEBRUARY 5, 2025

585-337

U.S. Department of Veterans Affairs

BID DOCUMENTS

Revisions: Date:

CONSTRUCTION SET 05/08/2023

95% DESIGN SUBMITTAL - REDESIGN 08/23/2024

BID DOCUMENTS 10/11/2024

ADDENDUM 02 02/05/2025

Au to de sk

D oc s:

//O sc ar

G J oh ns on V

A M ed ic al C en te r/O G

JA

R

C H

.rv t

2/ 5/

0:

:1

AM

Checker Author

AD104K

THIRD FLOOR DEMOLITION PLAN

DWG. 16 OF 134

N

1/8" = 1'-0"AD104K

THIRD FLOOR DEMOLITION PLANF5

4'0 8' 12'2'

A

C

E

F

F

G

H

J

L

N

P

19 20

B

D

F9 A301K--------------

F6 A301K--------------

F3 A301K--------------

D6 A301K--------------

NURSE

EDUCATION

OFFICE

NURSE

TRAINING

ROOM

STAIR 3

CONTROL

3228A

X-RAY

OPERATORY

OPERATORY

OPERATORY

SOILED

CLEAN

STORAGE

STERILE

LAB

OPERATORY

OPERATORY

OPERATORY

CHIEF,

DENTAL

PASSAGE

PASSAGE

3237A

WAITING

ROOM

CLERK/

WORK

MEN

WOMEN

29.5

S3A

FIRST FLOOR

ROOF BELOW

FIRST FLOOR

ROOF BELOW

17.3 19.1 20.2 21.2 28.8 29.4 30.5 30.9

A.5

C.3

E.02

E.9

C.2

C.4

E.01

E.85

RD

+5"

+8"+8"

+8"

+8"

RD

+5.5"

+8"+8"

+8"

D8 A502K-------------- D8

A502K--------------

B6 A502K--------------

D6 A502K--------------

D6 A502K--------------

D6 A502K--------------

D1 A301K--------------

A.1

B6

A502K-------------- SIM.

+8"

+8" D6 A502K--------------

B-E

C-E

D-E

E-E

F-E

G-E

1-E

1-E

2-E

2-E

3-E

3-E

4-E

4-E7-E8-E

6-E

B8 A502K--------------

A504K

C5

-------------- C7

A501KTYP.

4 4 4

OVERFLOW

SCUPPER

EQ EQ

OVERFLOW

SCUPPER

EQ EQ

C7

A504KC3F3

A504K--------------

F5 A504K--------------

13'-4" 33'-0"

'-4

9 9

4'-8"

ELECTRICAL

PENTHOUSE

A504K

B3------------ A504K

B3

9 9

EXISTING ROOF

NORMAL

POWER

EMERGENCY

POWER (FUTURE)

5' -0

36"

3334-1 36"

36" 3334-2

36"

HALL

3334-3 36"

ELEVATOR

LOBBY

NURSE

EDUCATION

TRAINING

ROOM

NURSE

EDUCATION

TRAINING

ROOM

TOILET

3250A

TOILET

3246A

PASSAGEWAY

MECH.

3244A

NURSE ED.

STOR.

TOILET

3225A

MECHANICAL

ROOM

A201K

B5

8" 6'-0"

BR

IC

K 6'

-0 " F

R O

M

B7

B9 A301K--------------

3244A 36"13

A503K

F7

A503K

F5

C

LE

AR

3'

-6

CLEAR

4'-5"

3'-0"

S6A

S6A 110S6-

M4-

M4-

S3-

S3-

A503K

F2

NEW WORK PLAN NOTES

GENERAL NOTES:

1.

A.

B.

C.

2.

3.

4.

A.

5.

6.

7.

SEE ARCHITECTURAL DEMOLITION PLAN FOR NEW WORK INCLUDING

BUT NOT LIMITED TO:

CONCRETE TOPPING INFILLS AT; REMOVED MASONRY WALLS

THAT EXTEND TO STRUCTURE, REMOVED TERRAZZO BASE,

MODIFIED FLOOR EXPANSION JOINT COVERS, REMOVED

CERAMIC TILE FLOORS.

WALL PATCHING AT; REMOVED TERRAZZO BASE, REMOVED

CERAMIC WALL TILE, CEILINGS THAT CHANGE HEIGHT,

REMOVED AND INFILLED DOORS/FRAMES.

PATCHING OR PREP WORK OF EXISTING FINISHES AS REQUIRED

FOR NEW ROOM FINISHES.

SEE MECHANICAL TRADES DRAWINGS FOR LOCATIONS OF NEW CUT

IN DEVICES INTO EXISTING PARTITIONS THAT WILL RESULT IN

PATCHING OF EXISTING WALLS, FLOORS, AND CEILINGS.

SEE MECHANICAL TRADE DRAWINGS FOR AREAS OUTSIDE OF THE

MAIN ARCHITECTURAL SCOPE OF WORK AREA THAT MAY REQUIRE

TEMPORARY REMOVAL AND REINSTALLATION OF CEILINGS AND

SUPPORT OF CEILING MOUNTED EQUIPMENT FOR MECHANICAL

TRADE WORK.

TRADES SHALL CAREFULLY COORDINATE WALL MOUNTED DEVICE

COVERPLATES TO FIT WITH SCHEDULED CASEWORK AS INDICATED

ON THESE DRAWINGS. COORDINATE HEIGHTS OF DEVICES TO

CLEAR COUNTERTOP BACKSPLASHES, CASEWORK, AND WALL

PROTECTION SHEETING AND CERAMIC WALL TILE WAINSCOTS.

SEE ACCESSORY SCHEDULE FOR CLEARANCE REQUIREMENTS

OF ELECTRICAL DEVICES WHERE ALCOHOL AND HAND WASH

DISPENSERS ARE BEING PROVIDED. CAREFULLY COORDINATE

INSTALLATION OF ELECTRICAL DEVICES TO LEAVE SPACE TO

INSTALL THESE WALL MOUNTED DISPENSERS.

WHERE EXISTING DOOR/ BORROWED LITE FRAMES ARE SCHEDULED

TO REMAIN IN NEW WORK AREAS, FRAMES SHALL BE REPAINTED

PER SCHEDULED FRAME COLOR AS LISTED IN THE INTERIOR FINISH

SCHEDULE.

U.N.O., FOR INTERIOR WALL EXPANSION JOINTS, SEE

FOR STEEL COLUMN FIREPROOFING DETAIL SEE

-------------- E7 A506K

-------------- E5 A506K

NEW WORK KEYED NOTES:

1 ALIGN NEW WALL WITH EXISTING WALL

2 INFILL OPENING. SEE SECTION -------------- B3

A404K

3 ROOF PENETRATION. ROOF CURB PROVIDED BY MECHANICAL

TRADE, INSTALLED BY GENERAL CONTRACTOR.

SEE MECHANICAL FOR MORE INFORMATION.

4 ROOF PENETRATION BY PLUMBING TRADE

5 ROOF ANCHORS ATTACHED TO STEEL ROOF DECK WITH

MANUFACTURER'S SPECIFIED FASTENERS. PROVIDE PIPE BOOT

FLASHING AND SEALANT AT ROOF ANCHORS. ANCHORS TO BE

TYPICALLY 7'-0" FROM ROOF EDGE AND 10'-0" O.C.

6 4" HIGH EQUIPMENT PAD. COORDINATE SIZE WITH EQUIPMENT

REQUIRING PAD. SEE

-------------- B5 A506K

7 PROVIDE (2) STEP, TREADED STEPS SIMILAR TO WHATS PROVIDED

AT EXISTING PENTHOUSE

8 PROVIDE (1) STEP, TREADED STEPS ON ROOF WALKING PADS.

SIMILAR TO WHATS PROVIDED AT EXISTING PENTHOUSE

9 PROVIDE (2) HOUR SPRAY FIREPROOFING ON COLUMNS. FORM

PROTECTIVE COVER OVER BOTTOM 4'-0" OF COLUMN

FIREPROOFING WITH 1/2" TRADE SIZE FLATTENED EXPANDED

METAL, GALVANIZED FINISH. BEND 3" WIDE FLANGES AT WALL AND

FASTEN INTO STUDS OR BLOCKING. GRIND SMOOTH EXPOSED

EDGES AND TOUCH UP WITH ZINC RICH PAINT. MATCH COVERS IN

EXISTING PENTHOUSES

10 CONTINUE ROOF WALKING PADS FROM EXISTING. RE-LOCATE

EXISTING OR PROVIDE NEW AS REQUIRED. MATCH EXISTING PADS

11 BEND IN DOWNSPOUT AND SPLASH BLOCK THAT IS COMPATIBLE

WITH EXISTING ROOFING

12 ABOVE CEILING ACCESS IS REQUIRED BELOW, BUT NOT LIMITED

TO, THE FOLLOWING ROOMS FOR STEEL SUPPORT INSTALL:

CORRIDOR C2-5, FAMILY RESTROOM 2338A, CHEMOTHERAPY 2335

AND MENTAL HEALTH EXAM 2330. COORDINATE WITH G.C.

13 MODIFY EXISTING OR PROVIDE NEW STEPS FOR NEW DOOR

ELEVATION HEIGHT

ROOF SCUPPER, CLEAR ANODIZED ALUMINUM CONDUCTOR HEAD

AND DOWNSPOUT. SEE

-------------- A3 A504K

15 ABOVE CEILING ACCESS IS REQUIRED BELOW, BUT NOT LIMITED

TO, THE FOLLOWING ROOMS FOR STEEL SUPPORT AND HVAC

INSTALL: MECHANICAL 2307 AND EYE INSTRUMENTS 2337.

COORDINATE WITH G.C.

16 NON-RATED 24" X 24" WALL ACCESS PANEL, 12" ABOVE FLOOR

LEVEL, CENTERED ON DUCTWORK IN CHASE. VERIFY FINAL

LOCATIONS WITH DUCT LAYOUT

17 (1) HOUR RATED UL Des X528 FIRE PROOFING ASSEMBLY TYPICAL

AT COLUMNS

L

30 31

B-E

C-E

D-E

2-E3-E4-E7-E

F3 A504K--------------

+5"

+5"

+7.75"

+7.75"

F5 A504K--------------

CRICKETS

B9 A301K--------------

RD

+5" +8.5"+8.5"

+8.5"

+8.5"

SECOND FLOOR

ROOF BELOW

OVERFLOW

SCUPPER

EQ EQ

3 D9 A503K--------------

D9 A503K--------------

E1 A504K--------------

D7 A503K--------------

D5 A503K--------------

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

EXPAND PHARMACY AND RADIOLOGY

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

KEY PLAN:

Comm. Number: 6163.03

FEBRUARY 5, 2025

585-337

U.S. Department of Veterans Affairs

BID DOCUMENTS

Revisions: Date:

CONSTRUCTION SET 05/08/2023

95% DESIGN SUBMITTAL - REDESIGN 08/23/2024

BID DOCUMENTS 10/11/2024

ADDENDUM 02 02/05/2025

Au to de sk

D oc s:

//O sc ar

G J oh ns on V

A M ed ic al C en te r/O G

JA

R

C H

.rv t

2/ 5/

0:

:3

AM

DPD JAP

A105K

THIRD FLOOR AND ROOF NEW WORK

PLANS

DWG. 21 OF 134

N 1/8" = 1'-0"A105K

THIRD FLOOR NEW WORK PLANF6

4'0 8' 12'2'

N 1/8" = 1'-0"A105K

ELECTRICAL ROOF PLANSF1

4'0 8' 12'2'

FIRST FLOOR

1148' - 0"

SECOND FLOOR

1161' - 0"

THIRD FLOOR

1172' - 1 1/2"

REMOVE WINDOW

SYSTEM AND SILL

REMOVE MASONRY,

INSULATION, VAPOR

BARRIER AND

EXTERIOR SHEATHING

REMOVE BLOCKING

DOWN TO STUDS

REMOVE MASONRY,

INSULATION AND

EXTERIOR SHEATHING

REMOVE BRICK LINTEL

FROM STEEL CHANNELS

REMOVE GYPSUM

AND BLOCKING

DOWN TO STUDS

BRICK LINTEL TO

REMAIN, REMOVE

FLASHING

1' -4

/2

'-1

/2

'-0

REMOVE MASONRY,

INSULATION, VAPOR

BARRIER AND

EXTERIOR SHEATHING

REMOVE WINDOW

SYSTEM AND SILL

REMOVE BLOCKING

DOWN TO STUDS

REMOVE GYPSUM

DOWN TO STEEL

REMOVE MASONRY,

INSULATION AND

EXTERIOR SHEATHING

CUT STEEL PLATE

FLUSH WITH TUBE

BRICK LINTEL TO

REMAIN, REMOVE

FLASHING

6-E

T.O. CONCRETE

1173' - 6"

REMOVE MASONRY

AND INSULATION

REMOVE PANELS FROM

SOUTH INSIDE CORNER

TO NORTH SIDE OF

WINDOW PANEL JOINT.

SALVAGE FOR RE-USE

REMOVE PARAPET CAP

AND BLOCKING AS

REQUIRED FOR PANEL

FIRST FLOOR

1148' - 0"

SECOND FLOOR

1161' - 0"

THIRD FLOOR

1172' - 1 1/2"

30.9

5/8" GYPSUM BOARD

ON 6" METAL STUDS AT

WINDOW INFILL

CEILING - SEE REFLECTED

CEILING PLANS

INFILL VOID WITH

CONCRETE, SEE

STRUCTURAL

FLOOR SLAB, SEE

STRUCTURAL

ADD ACOUSTICAL

INSULATION INTO

EXISTING STUD WALLS

1' -4

/2

'-1

/2

'-0

FLOOR SLAB, SEE

STRUCTURAL

1' -3

ROOF DECK, SEE

STRUCTURAL

MEMBRANE ROOFING ON

TAPERED INSULATION

5/8" GYPSUM BOARD

ON 6" METAL STUDS AT

WINDOW INFILL

5/8" GYPSUM BOARD

OVER EXISTING STUDS

EXISTING SPRAYED IN

PLACE FOAM INSULATION

6-E

A506K

B6

A502K

B8

5/8" GYPSUM BOARD

OVER EXISTING STUDS

2 HOUR RATED FLOOR

FIRE ASSEMBLY IN 1"

EXPANSION JOINT

1 HOUR RATED ROOF

FIRE ASSEMBLY IN 1"

EXPANSION JOINT

VAPOR BARRIER

T.O. CONCRETE

1173' - 6"

CUT BOTTOM OF

EXISTING PANELS TO

ALIGN WITH FLASHING

AND RE-INSTALL

2" POLYISOCYANURATE

INSULATION

RE-INSTALL EXISTING

PARAPET CAP

SECOND FLOOR

1161' - 0"

THIRD FLOOR

1172' - 1 1/2"

E.01

FACE BRICK AND

COURSING TO

MATCH EXISTING

5/8" EXTERIOR

GYPSUM SHEATHING

AIR AND VAPOR

BARRIER

3" POLYISOCYANURATE

INSULATION

8" BLAST RESISTANT

COLD FORMED STUDS

AT 12" O.C.

CONCRETE CURB,

SEE STRUCTURAL

MEMBRANE ROOFING ON

TAPERED INSULATION

MEMBRANE ROOFING ON

TAPERED INSULATION

5/8" GYPSUM BOARD

SPRAY FIRE

PROOFING

SPRAY FIRE

PROOFING

1' -3

'-1

/2

A502K

F8

A502K

D8

SPRAY FIRE

PROOFING

ROD AND PINTLE

ANCHOR 16" O.C.

AIR SPACE

1'-2"

9/16" METAL DECK OVER

COLD FORMED STUDS

F E.9

FACE BRICK AND

COURSING TO

MATCH EXISTING

WALL PARTITION, SEE

FLOOR PLAN FOR TYPE

8" CONCRETE

BLOCK INFILL

4" CONCRETE

BLOCK INFILL UP

TO ROOF LINE

MEMBRANE ROOFING ON

TAPERED INSULATION

2 HOUR SPRAY FIRE

PROOFING ABOVE 2

HOUR WALL, TYP.

A502K

D6

SIM.

MORTAR CAVITY

FULL TO MATCH

EXISTING

THIRD FLOOR

1172' - 1 1/2"

FOURTH FLOOR

1183' - 3"

T.O. CONCRETE

1173' - 6"

REMOVE EXTERIOR

WALL FROM LINTEL

DOWN TO STRUCTURE

RATED PANEL TO

REMAIN. PATCH AS

REQUIRED AFTER

STUD REMOVAL

REMOVE ROOFING

AND INSULATION

DOWN TO SLAB

REMOVE FLASHING AND

COUNTERFLASHING

BRICK LINTEL AND

FLASHING TO REMAIN,

REMOVE BRICK AND

INSULATION BELOW

THIRD FLOOR

1172' - 1 1/2"

FOURTH FLOOR

1183' - 3"

T.O. CONCRETE

1173' - 6"

REMOVE MASONRY

AND INSULATION

DOWN TO STRUCTURE

REMOVE ROOFING

AND INSULATION

DOWN TO SLAB

REMOVE FLASHING AND

COUNTERFLASHING

BRICK LINTEL AND

FLASHING TO REMAIN,

REMOVE BRICK AND

INSULATION BELOW

FOURTH FLOOR

1183' - 3"

T.O. CONCRETE

1173' - 6"

A503K

F9

A503K

D9

FACE BRICK AND

COURSING TO

MATCH EXISTING

5/8" EXTERIOR

GYPSUM SHEATHING

AIR AND VAPOR

BARRIER

2" POLYISOCYANURATE

INSULATION

6" BLAST RESISTANT

COLD FORMED STUDS

AT 24" O.C.

CONCRETE CURB,

SEE STRUCTURAL

MEMBRANE ROOFING ON

TAPERED INSULATION

MEMBRANE ROOFING ON

TAPERED INSULATION

5/8" GYPSUM BOARD

SPRAY FIRE

PROOFING

SPRAY FIRE

PROOFING

ROD AND PINTLE

ANCHOR 16" O.C.

AIR SPACE

5"

9/16" METAL DECK OVER

COLD FORMED STUDS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

EXPAND PHARMACY AND RADIOLOGY

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

Comm. Number: 6163.03

FEBRUARY 5, 2025

585-337

U.S. Department of Veterans Affairs

BID DOCUMENTS

Revisions: Date:

CONSTRUCTION SET 05/08/2023

95% DESIGN SUBMITTAL - REDESIGN 08/23/2024

BID DOCUMENTS 10/11/2024

ADDENDUM 02 02/05/2025

Au to de sk

D oc s:

//O sc ar

G J oh ns on V

A M ed ic al C en te r/O G

JA

R

C H

.rv t

2/ 5/

0:

:0

AM

DPD JAP

A404K

WALL SECTIONS

DWG. 29 OF 134

1/2" = 1'-0"A404K

E9 DEMO WALL SECTION

0 1' 2' 3'6" 1/2" = 1'-0"A404K

E7 NEW WALL SECTION

1/2" = 1'-0"A404K

C5 NEW WALL SECTION

0 1' 2' 3'6"

0 1' 2' 3'6"

1/2" = 1'-0"A404K

B3 STAIR WALL INFILL

0 1' 2' 3'6"

1/2" = 1'-0"A404K

F6 DEMO WALL SECTION

0 1' 2' 3'6" 1/2" = 1'-0"A404K

F4 DEMO WALL SECTION

0 1' 2' 3'6" 1/2" = 1'-0"A404K

F3 NEW WALL SECTION

0 1' 2' 3'6"

1"

MEMBRANE EXPANSION

FLASHING WITH STAINLESS

STEEL FLANGES

AIR AND VAPOR

BARRIER

3" POLYISOCYANURATE

INSULATION

SAWCUT PRECAST

SILL AT 45 DEGREES

SILICONE SEALANT

AND BACKER ROD

SAWCUT BRICK/PRECAST,

REMOVE UP TO LINTEL

ABOVE. ABOVE LINTEL,

REMOVE AND PATCH

BRICK IN AS REQUIRED

TAPE SEAM BETWEEN NEW

AND EXISTING INSULATION

8" CONCRETE BLOCK

BACKER UP TO LINTEL

COMPRESSIBLE

INSULATION

TRANSITION MEMBRANE,

LAP ONTO EXISTING

VAPOR BARRIER

1"

FACE BRICK

PRECAST SILL BELOW

10" CONCRETE WALL,

SEE STRUCTURAL

SET 4" LEGS IN CONT. BEAD

OF SILICONE SEALANT.

FASTEN TO BACKER 32"

O.C. MAXIMUM

REMOVE MASONRY,

INSULATION AND

EXTERIOR SHEATHING

SEALANT AND BACKER ROD.

THIS JOINT SHALL PROVIDE

1/2" OF COMPRESSION OR

EXTENSION MOVEMENT

1' -3

/8

1 1/2" MIN.

REMOVE EXISTING

VAPOR BARRIER

TO CORNER

1"

1"

SILICONE SEALANT

AND BACKER ROD

10" CONCRETE WALL,

SEE STRUCTURAL

AIR AND VAPOR

BARRIER

3" POLYISOCYANURATE

INSULATION

FACE BRICK

CHIP AWAY OR SAWCUT

PRECAST HEADER FLUSH

WITH BRICK

SET 4" LEG IN CONT. BEAD

OF SILICONE SEALANT.

FASTEN TO BACKER 32"

O.C. MAXIMUM

MEMBRANE EXPANSION

FLASHING WITH STAINLESS

STEEL FLANGES

COMPRESSIBLE

INSULATION

EXISTING PRECAST

HEADER BELOW

SEE FOR

DETAIL BELOW

-------------- F5 A501K

SEALANT AND BACKER ROD.

THIS JOINT SHALL PROVIDE

1/2" OF COMPRESSION OR

EXTENSION MOVEMENT

SAWCUT EXISTING MASONRY

1 1/2" DEEP. WEDGE AND

CAULK LEG OF FLASHING

WITH SILICONE SEALANT

1" 8"

1"

PEEL AND STICK AIR

AND VAPOR BARRIER

WRAP OVER PLATE

CHIP AWAY OR SAWCUT

PRECAST SILL FLUSH

WITH BRICK

EXISTING PRECAST

SILL BELOW

SEE FOR

DETAIL ABOVE

-------------- F7 A501K

REMOVE EXISTING

EXTERIOR WALL

BELOW, STARTING AT

INSIDE FACE OF NEW

CONCRETE BLOCK

WALL. SEE DEMO

PLANS

8" CONCRETE BLOCK

IN SAME PLANE AS

EXISTING. ENSURE

EXISTING WALL

BELOW CAN SUPPORT

FACE BRICK IN

SAME PLANE AS

EXISTING, BRICK

AND COURSING TO

MATCH EXISTING

SAWCUT PRECAST

SILL AT 45 DEGREES

5/8" MOLD AND

MOISTURE RESISTANT

GYPSUM BOARD ON

1/2" MOISTURE

RESISTANT PLYWOOD

30% COMPRESSED

FRICTION FIT, MINERAL

WOOL, MIN. 5" LENGTH

SEE FLOOR PLANS

M.O.

REMOVE EXISTING

WINDOW SYSTEM

SEALANT AND BACKER ROD.

THIS JOINT SHALL PROVIDE

1/2" OF COMPRESSION OR

EXTENSION MOVEMENT

STEEL PLATE WITH

FLUID APPLIED

INSULATION COATING,

SEE STRUCTURAL

1/4" BACKER ROD,

CASING BEAD AND

SEALANT

7/8" HAT CHANNELS ON

SHIMS AS REQUIRED

SET 4" LEGS IN

CONT. BEAD OF

SILICONE SEALANT.

FASTEN TO BACKER

32" O.C. MAXIMUM

MEMBRANE

EXPANSION FLASHING

WITH STAINLESS

STEEL FLANGES

MORTAR CAVITY

FULL TO MATCH

EXISTING

5/8" GYPSUM BOARD,

SET FLUSH WITH

EXISTING WALL

1" 8"

1"

PEEL AND STICK AIR

AND VAPOR BARRIER

WRAP OVER STEEL

REMOVE EXISTING SILL

PANEL BELOW TO NORTH

JAMB OF EXISTING

WINDOW. SALVAGE FOR

RE-INSTALLATION

RE-INSTALLED

PRECAST SILL BELOW.

TERMINATE AT 45

DEGREE CUT

SEE FOR DETAIL

ABOVE WINDOW AND

ADDITIONAL NOTES

-------------- F7 A501K

REMOVE EXISTING

EXTERIOR WALL BELOW

TO NORTH JAMB OF

EXISTING WINDOW. SEE

DEMO PLANS

8" NORMAL WEIGHT

CMU IN SAME PLANE

AS EXISTING, SEE

STRUCTURAL

FACE BRICK IN SAME

PLANE AS EXISTING. RUN

TO FOUNDATION AFTER

PRECAST TERMINATION

SAWCUT PRECAST

SILL AT 45 DEGREES

5/8" MOLD AND

MOISTURE RESISTANT

GYPSUM BOARD ON

1/2" MOISTURE

RESISTANT PLYWOOD

5/8" MOLD AND

MOISTURE RESISTANT

GYPSUM BOARD ON

1/2" MOISTURE

RESISTANT PLYWOOD

30% COMPRESSED

FRICTION FIT, MINERAL

WOOL, MIN. 5" LENGTH

SEE FLOOR PLANS

M.O.

M .O

S

EE

W

IN

D

O W

EL

EV

AT

IO

N

S

REMOVE EXISTING

WINDOW SYSTEM

SIM.

SEALANT AND BACKER ROD.

THIS JOINT SHALL PROVIDE

1/2" OF COMPRESSION OR

EXTENSION MOVEMENT

STEEL PLATE WITH

FLUID APPLIED

INSULATION COATING,

SEE STRUCTURAL

1/4" BACKER ROD,

CASING BEAD AND

SEALANT

SLUSH JAMBS FULL

WITH MORTAR

6"

MATCH EXISTING

STEEL TUBE WITH FLUID

APPLIED INSULATION

COATING, SEE STRUCTURAL

1/4" BACKER ROD, CASING

BEAD AND SEALANT

3"

MORTAR CAVITY

FULL TO MATCH

EXISTING

SET 4" LEGS IN

CONT. BEAD OF

SILICONE SEALANT.

FASTEN TO BACKER

32" O.C. MAXIMUM

5/8" EXTERIOR

GYPSUM SHEATHING

8" BLAST RESISTANT

COLD FORMED STUDS

AT 12" O.C.

AIR AND VAPOR

BARRIER

3" POLYISOCYANURATE

INSULATION

9/16" METAL DECK

1"

SET 4" LEG IN CONT. BEAD

OF SILICONE SEALANT.

FASTEN TO BACKER 32"

O.C. MAXIMUM

MEMBRANE EXPANSION

FLASHING WITH STAINLESS

STEEL FLANGES

CLOSE CAVITY WITH

COMPRESSIBLE INSULATION

EXISTING PRECAST HEADER

ABOVE, REMOVE AT NEW

WALL. SEE DEMO PLAN

EXISTING PRECAST SILL

BELOW, REMOVE AT NEW

WALL. SEE DEMO PLAN

SILICONE SEALANT

AND BACKER ROD

SAWCUT EXISTING MASONRY

1 1/2" DEEP. WEDGE AND

CAULK LEG OF FLASHING

WITH SILICONE SEALANT

SEALANT AND BACKER ROD.

THIS JOINT SHALL PROVIDE

1/2" OF COMPRESSION OR

EXTENSION MOVEMENT

1"

1"

FACE BRICK

CASING BEAD

SAWCUT PRECAST SILL

FLUSH WITH FACE BRICK

AIR AND VAPOR

BARRIER

3" POLYISOCYANURATE

INSULATION

FACE BRICK

MEMBRANE EXPANSION

FLASHING WITH STAINLESS

STEEL FLANGES

COMPRESSIBLE

INSULATION

SILICONE SEALANT

AND BACKER ROD

1"

SEALANT AND BACKER ROD.

THIS JOINT SHALL PROVIDE

1/2" OF COMPRESSION OR

EXTENSION MOVEMENT

REMOVE EXISTING

EXTERIOR WALL.

SEE DEMO PLANS

4" CONCRETE BLOCK WITH

TRIANGULAR WALL TIE

10" CONCRETE WALL,

SEE STRUCTURAL

SET 4" LEGS IN CONT. BEAD

OF SILICONE SEALANT.

FASTEN TO BACKER

32" O.C. MAXIMUM

PEEL AND STICK AIR

AND VAPOR BARRIER

(2) HOUR COLUMN

ENCLOSURE. SEE

-------------- E5 A506K

AIR AND VAPOR

BARRIER

3" POLYISOCYANURATE

INSULATION

REMOVE PRECAST SILL

BELOW. SEE DEMO PLANREMOVE PRECAST HEADER

ABOVE. SEE DEMO PLAN

REMOVE BRICK AS

REQUIRED, TOOTH

BACK IN TO MATCH

5/8" EXTERIOR

GYPSUM SHEATHING

8" BLAST RESISTANT

COLD FORMED STUDS

AT 12" O.C.

BACKER ROD AND

SEALANT BOTH SIDES

4" CONCRETE BLOCK

PEEL AND STICK AIR

AND VAPOR BARRIER

SET 4" LEGS IN CONT. BEAD

OF SILICONE SEALANT.

FASTEN TO BACKER 32"

O.C. MAXIMUM

MEMBRANE EXPANSION

FLASHING WITH STAINLESS

STEEL FLANGES

CLOSE CAVITY WITH

COMPRESSIBLE INSULATION

REMOVE EXISTING

WINDOW SYSTEM

9/16" METAL DECK

5/8" GYPSUM BOARD

ON 7/8" HAT CHANNELS

SILICONE SEALANT AND

BACKER ROD, THIS JOINT

SHALL PROVIDE 1/2" OF

COMPRESSION OR

EXTENSION MOVEMENT

FACE BRICK

1"

1"

TERMINATE AGAINST FACE OF WALL.

SEAL TOP EDGE OF FLASHING WITH

TERMINATION MASTIC AND CONTINUOUS

ANCHOR BAR AS SPECIFIED

MEMBRANE FLASHING

EXTEND

MEMBRANE

FLASHING TO FACE

OF MASONRY

INTERLOCKING METAL

FLASHING (STAINLESS

STEEL)

METAL COUNTERFLASHING

(STAINLESS STEEL)

FACE OF MASONRY

5"

4 1/2"

M

IN

IM

U

M A

BO

VE

T O

P O

F C

AV

IT

Y M

ES

H

EX

TE

N D

M

EM

BR

AN

E

FL

AS

H

IN

G

1 3/8"

4 1/2"

5"

1"

RECEIVER AT SAWCUT JOINTS

1/4" BEND AT 45°

INTERLOCKING METAL

IN-WALL RECEIVER

PROVIDE DIMPLE OR

DEFORMED SURFACE

WHERE MASONRY

OCCURS ABOVE

METAL

COUNTERFLASHING

ROOF DRAIN

4'-0" x 4'-0" DRAIN SUMP

1/2" PROTECTION

BOARD

TAPERED

EDGE STRIPS

VAPOR RETARDER5/8" GYPSUM UNDERLAYMENT

AT METAL DECK

INSULATION AT DRAIN SUMP

5" M

IN

IM

U M

1/4" PER FOOT

TAPERED INSULATION

MEMBRANE

FLASHINGAIR AND VAPOR

BARRIER (SHOWN

DASHED)

3" POLYISOCYANURATE

INSULATION

FACE BRICK

WEEP 24" O.C.

CAVITY MESH

-------------- B9 A501K

STAINLESS STEEL

FLASHING WITH

HEMMED EDGE

5/8" GYPSUM BOARD

TERMINATION BAR AND

SEALANT BY MEMBRANE

FLASHING MANUFACTURER

LOOSE LINTEL,

SEE STRUCTURAL

COLD FORMED STUD

OR STEEL TUBE, SEE

STRUCTURAL

CLOSE CAVITY WITH 30%

COMPRESSED FRICTION

FIT MINERAL WOOL

1/4" BACKER ROD AND

SILICONE SEALANT,

BOTH SIDES

AIR AND VAPOR

BARRIER (SHOWN

DASHED)

SILL TRIM WITH HOLD

DOWN CLIP BY METAL

PANEL MANUFACTURER

2"

LOUVER

6" ALUM.

PEEL AND STICK AIR

AND VAPOR BARRIER

5/8" TEAR AWAY BEAD,

MUDDED IN AND PAINTED

5/8" TEAR AWAY BEAD,

MUDDED IN AND PAINTED

COLD FORMED STUD

OR STEEL TUBE, SEE

STRUCTURAL

BIRD SCREEN

2"X1"X1/8" ALUMINUM ANGLE

AT HEAD, JAMB AND SILL

CLOSE CAVITY WITH 30%

COMPRESSED FRICTION

FIT MINERAL WOOL

PEEL AND STICK AIR

AND VAPOR BARRIER

SHIM, 1/4" BACKER ROD

AND SILICONE SEALANT

COLD FORMED STUD

OR STEEL TUBE, SEE

STRUCTURAL

FILL IN STEEL TUBE WITH

FOAM INSULATION PRIOR

TO INSTALLATION OF

TUBE FRAMING, TYP.

AIR AND VAPOR

BARRIER (SHOWN

DASHED)

CLOSE CAVITY WITH 30%

COMPRESSED FRICTION

FIT MINERAL WOOL

5/8" TEAR AWAY BEAD,

MUDDED IN AND PAINTED

2"X1"X1/8" ALUMINUM ANGLE

AT HEAD, JAMB AND SILL

PENTHOUSE SILL AND HEAD

PENTHOUSE JAMB

9/16" METAL DECK

EXTRUDED TRIM

BIRD SCREEN

METAL SILL BY

WALL PANEL

MANUFACTURER

FOUNDATION

WALL, SEE

STRUCTURAL

1/4" BACKER ROD AND

SILICONE SEALANT,

BOTH SIDES

2" PERIMETER INSULATION

WEEP HOLES, 32" O.C.

CLOSED CELL FOAM IN

PLACE INSULATION

ALUMINUM FLUSH PANEL

VERTICAL JOINTS

FLASHING

DRIP EDGE

20 GA. CONTINUOUS

ALUMINUM PROTECTION

PANEL TO MATCH

FLUSH PANEL COLOR

CONCRETE SILL

CONCRETE JAMB

CONCRETE HEAD

LOUVER

6" ALUM.

1/4" BACKER ROD AND

SILICONE SEALANT,

BOTH SIDES

CONCRETE ANCHORS

AND CONTINUOUS

BEAD OF SEALANT

2" PERIMETER

INSULATION BETWEEN

16 GAUGE Z-CLIPS.

COORDINATE WITH

PANEL MANUFACTURER

SEAL JOINT AT

FOLDED END

DAM

DISTANCE PAST OPENING

SHALL MATCH END BEARING

OF LINTEL

2" MINIMUM

2" MIN.

METAL DRIP EDGE

MEMBRANE

FLASHING

SUBSTRATE VARIES,

SEE DETAILS.

CONCRETE SHOWN

THIS DETAIL IS TYPICAL FOR ALL END DAM CONDITIONS. PROVIDE

AT ALL OPENING HEADS AND SILLS WHERE APPLICABLE

4"

NTS

8'-0" MAX.

1' -6

1'

-8

1 1/2" I.D. STEEL PIPE WITH

WELDED CONNECTIONS

VERTICALS TO BE SPACED

EQUAL AND CENTERED ON

WALL BELOW

2 1/2" x 6" DEEP PIPE

SLEEVE AND ALCOVE

COLLAR WITH

2 SET SCREWS

W

AL

L

PRECAST

ARCHITECTURAL

CONCRETE

PRECAST

ARCHITECTURAL

CONCRETE WITH

DRIP EDGE

4" 1"

DOVETAIL SPLIT BEND

STONE ANCHOR AT 48" O.C.

(2 MIN. PER PANEL) SET IN

EPOXY FILLED SLOT

2"

FACE BRICK AND

COURSING TO

MATCH EXISTING

DOVETAIL TRAINGULAR

ANCHOR 16" O.C.

DOVETAIL INSERTS

AT 16" O.C.

8"

1/2"

ROD AND SEALANT

EXTEND JOINT

FILLER TO

CLOSE CAVITY

SEE WALL SECTION

FOR LOCATION OF

INSULATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

EXPAND PHARMACY AND RADIOLOGY

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com FULLY SPRINKLERED

Comm. Number: 6163.03

FEBRUARY 5, 2025

585-337

U.S. Department of Veterans Affairs

BID DOCUMENTS

Revisions: Date:

CONSTRUCTION SET 05/08/2023

95% DESIGN SUBMITTAL - REDESIGN 08/23/2024

BID DOCUMENTS 10/11/2024

ADDENDUM 02 02/05/2025

Au to de sk

D oc s:

//O sc ar

G J oh ns on V

A M ed ic al C en te r/O G

JA

R

C H

.rv t

2/ 5/

0:

:1

AM

DPD JAP

A501K

EXTERIOR DETAILS

DWG. 34 OF 134

1 1/2" = 1'-0"A501K

F8 NEW TO EXISTING DETAIL - AT CORNER

0 2" 4" 8" 12" 1 1/2" = 1'-0"A501K

F7 NEW TO EXISTING DETAIL - ABOVE WINDOW

0 2" 4" 8" 12" 1 1/2" = 1'-0"A501K

F5 NEW TO EXISTING DETAIL - AT WINDOW

0 2" 4" 8" 12" 1 1/2" = 1'-0"A501K

F3 NEW TO EXISTING DETAIL - AT WINDOW

0 2" 4" 8" 12"

1 1/2" = 1'-0"A501K

D6 NEW TO EXISTING DETAIL - AT PENTHOUSE

0 2" 4" 8" 12"

1 1/2" = 1'-0"A501K

F1 NEW TO EXISTING DETAIL - AT CORNER

0 2" 4" 8" 12"

0 2" 4" 8" 12"

1 1/2" = 1'-0"A501K

D9 NEW TO EXISTING DETAIL - AT PENTHOUSE

0 2" 4" 8" 12"

3" = 1'-0"A501K

B9 MEMBRANE FLASHING

0 1" 2" 4" 6"

1 1/2" = 1'-0"A501K

B8 FLASHING - ISO

0 2" 4" 8" 12"

1 1/2" = 1'-0"A501K

C7 TYPICAL ROOFING AT DRAIN SUMP

0 2" 4" 8" 12"

1 1/2" = 1'-0"A501K

C1 LOUVER IN BRICK WALL

0 2" 4" 8" 12"

1 1/2" = 1'-0"A501K

C2 LOUVER IN CONCRETE WALL

0 2" 4" 8" 12"

ATTACHMENT OF LOUVERS,

WINDOWS AND DOORS TO

SUPPORTING ELEMENTS SHALL

BE DESIGNED TO MEET BLAST,

BULLET RESISTANT, AND

FORCED ENTRY REQUIREMENTS

AS OUTLINED IN PROJECT

SPECIFICATIONS.

WHERE "FLUID APPLIED INSULATION COATING" IS

LISTED BELOW, ALL PARTS OF THE STEEL LINTEL

AND STEEL SUPPORT STRUCTURE SHALL BE

COATED ON ALL FACES WITH FLUID APPLIED

INSULATION COATING. SECTIONS OF THE LINTEL

SYSTEM EXPOSED TO VIEW UPON COMPLETION OF

ASSEMBLY SHALL RECEIVE TOP COAT AS SPECIFIED

UNDER FLUID APPLIED INSULATION COATING

1 1/2" = 1'-0"A501K

B5 FLASHING END DAM

1/2" = 1'-0"A501K

D1 TYPICAL AREAWAY RAIL

1 1/2" = 1'-0"A501K

D2 TYPICAL PRECAST BASE / SILL DETAIL

0 2" 4" 8" 12"0 1' 2' 3'6"

0 2" 4" 8" 12"

1 1/2" = 1'-0"A501K

B7 CONTROL JOINT

SECOND FLOOR

1161'-0"

GRID

VAPOR RETARDER

(SHOWN DASHED)

SPRAY

FIREPROOFING

CONCRETE CURB,

SEE STRUCTURAL

RESINOUS FLOORING

SYSTEM WITH SEALANT

SPOON COVES, TYP.

FILL VOID WITH

POLYISO INSULATION

CAVITY MESH

MEMBRANE FLASHING,

SEE

WEEP 24" O.C.

5/8" EXTERIOR

GYPSUM SHEATHING

-------------- B9 A501K

COUNTER FLASHING AND

RECEIVER WITH

INTERLOCKING SEAM

4" CONCRETE BLOCK

INFILL (2) COURSES

8" M

IN

1'-2"

FACE BRICK

3" POLYISOCYANURATE

INSULATION AIR AND VAPOR

BARRIER (SHOWN

DASHED)

MEMBRANE ROOFING

6" REINFORCED

TERMINATION STRIP WITH

SINGLE PLY MEMBRANE

ANCHOR DISCS AT 12" O.C.

TAPERED ROOFING

INSULATION

5/8" GYPSUM

BOARD

8" BLAST RESISTANT

COLD FORMED

STUDS AT 12" O.C.

9/16" METAL DECK

T.O. DECK

1173'-4 1/2"

2 10

GRID

8" BLAST RESISTANT

COLD FORMED

STUDS AT 12" O.C.

CLEAR ANODIZED

ALUMINUM FASCIA

WITH 8" FACE HEIGHT

MINERAL WOOL INSULATION

VERTICAL SLIDE CLIP

AT EACH STUD

1/2" TREATED PLYWOOD

VAPOR RETARDER

ON 5/8" GYPSUM

UNDERLAYMENT

MEMBRANE ROOFING

TAPERED ROOF

INSULATION

TAPERED EDGE STRIP

SELF-TAPPING

SCREWS AT 24" O.C.

SECURE MINERAL WOOL IN

PLACE WITH POULTRY NETTING

OR OTHER SIMILAR MATERIALS

VE

R

IF

Y

7/

8"

5/8" GYPSUM BOARD

1/2" PLYWOOD ON 2 1/2"

GALVANIZED STUDS

AND STUD RUNNER

1"

1/

2"

1'-2"

3" POLYISOCYANURATE

INSULATION

5/8" EXTERIOR

GYPSUM SHEATHING

AIR AND VAPOR BARRIER

(SHOWN DASHED)

TRANSITION MEMBRANE

OVER CONT. 4" X 4" X 12

GAUGE BENT PLATE

POLYPROPYLENE

ROD

6 MIL. POLYTHEYLENE VAPOR

BARRIER BAG. FILL WITH

COMPRESSIBLE INSULATION,

PROVIDE SLACK FOR MOVEMENT

1"CAVITY VENT 24" O.C.

9/16" METAL DECK

8" M

IN

THIRD FLOOR

1172'-1 1/2"

COUNTER FLASHING AND

RECEIVER WITH INTERLOCKING

SEAM AND UPTURNED LEG

2" DIAMETER

POLYPROPYLENE ROD

6 MIL. POLYTHEYLENE VAPOR

BARRIER BAG. SECURE TO WALL

WITH TERM. BAR AND SEALANT.

LAP ONTO BLOCKING 2"

ROOF MEMBRANE

SAWCUT EXISTING MASONRY

1 1/2" DEEP. WEDGE AND

CAULK LEG OF FLASHING

WITH SILICONE SEALANT

ENSURE STONE SILL REMAINS

SECURELY IN PLACE

T.O. DECK

1173'-4 1/2"

1"

SEE

(2) HOUR FIRESTOPPING

IN DECK FLUTES

FIRESTOPPING, SEE

FOR TYPICAL NOTE -------------- C6

A506K

MINIMUM 5" DEEP

CONCRETE INFILL

-------------- C7

AR102K

(1) HOUR SPRAY

FIREPROOFING

ON ROOF BEAMS

FILL BAG WITH

COMPRESSIBLE INSULATION

TAPERED ROOF INSULATION

VAPOR RETARDER

5/8" GYPSUM

UNDERLAYMENT

1"

3/4" PLYWOOD

AND BLOCKING

AS REQUIRED

8" M

IN

SURFACE MOUNTED STAINLESS

STEEL FLASHING

2" DIAMETER

POLYPROPYLENE ROD

6 MIL. POLYTHEYLENE VAPOR

BARRIER BAG. SECURE TO WALL

WITH TERM. BAR AND SEALANT.

LAP ONTO BLOCKING 2"

ROOF MEMBRANE

CONTINUOUS SILICONE SEALANT

FILL BAG WITH COMPRESSIBLE

INSULATION

TAPERED ROOF INSULATION

VAPOR RETARDER

SECOND FLOOR

1161'-0"

SPRAY FIRE PROOFING

1"

MINIMUM 5" DEEP

CONCRETE INFILL

2 HOUR RATED FLOOR

FIRE ASSEMBLY IN 1"

EXPANSION JOINT. THIS

JOINT SHALL PROVIDE 1/2"

OF COMPRESSION OR

EXTENSION MOVEMENT

3/4" PLYWOOD,

BLOCKING AND CLIP

ANGLE AS REQUIRED

8" M

IN

SECOND FLOOR

1161'-0"

SURFACE MOUNTED STAINLESS

STEEL FLASHING

2" DIAMETER

POLYPROPYLENE ROD

6 MIL. POLYTHEYLENE VAPOR

BARRIER BAG. SECURE TO WALL

WITH TERM. BAR AND SEALANT.

LAP ONTO BLOCKING 2"

ROOF MEMBRANE

REMOVE FACE BRICK AS REQUIRED

TO INSTALL NEW FLASHING. RETAIN

FACE BRICK TO BE REINSTALLED

UPON COMPLETED INSTALLATION

OF FLASHING. REINSTALL SALVAGED

FACE BRICK TO MATCH ADJACENT

CAVITY MESH

MEMBRANE FLASHING

LAP EXISTING VAPOR BARRIER

OVER LAP MEMBRANE

PATCH RIGID INSULATION. TAPE

SEAM TO ENSURE CONTINUITY

OF INSULATION

WEEP 24" O.C.

FILL BAG WITH COMPRESSIBLE

INSULATION

TAPERED ROOF INSULATION

VAPOR RETARDER

LEAVE (3) BRICK COURSES

OUT FOR NEW CONCRETE

NEW CONCRETE EDGE

ON EXISTING ANGLE

2 HOUR RATED FLOOR

FIRE ASSEMBLY IN 1"

EXPANSION JOINT. THIS

JOINT SHALL PROVIDE 1/2"

OF COMPRESSION OR

EXTENSION MOVEMENT

TEMPORARILY SUPPORT MASONRY

ABOVE DURING REMOVAL AND

REPLACEMENT OF MASONRY BELOW

TOP TO BE AT

UNDERSIDE OF NEXT

BRICK COURSE

SPRAY FIRE PROOFING

4" CONCRETE BLOCK

INFILL UP TO ROOF LINE

1"

SPRAY FIRE PROOFING

1' -0

FILL VOID WITH

POLYISO INSULATION

3/4" PLYWOOD,

BLOCKING AND CLIP

ANGLE AS REQUIRED

FIRST FLOOR

1148'-0"

STAINLESS STEEL

FLASHING WITH

HEMMED EDGE

USE 1/4" DOWEL SHIM TO

CREATE WEEP 24" O.C.

CAVITY MESH

MEMBRANE

FLASHING

PRECAST

ARCHITECTURAL

CONCRETE

3" POLYISOCYANURATE

INSULATION

GRADE

5" CONCRETE

STUB WALL, SEE

STRUCTURAL

FOR REMAINDER OF

NOTES, SEE

3" POLYISOCYANURATE

INSULATION

2' -0

AIR AND VAPOR

BARRIER (SHOWN

DASHED) LAP ONTO

MEMBRANE FLASHING

FOUNDATION WALL,

SEE STRUCTURAL

FLOOR SLAB, SEE

STRUCTURAL

-------------- D2 A502K

VAPOR BARRIER

1/2" X 4" LONG STAINLESS

STEEL DOWELS AT 48" O.C.

(2 MIN. PER PANEL) SET IN

EPOXY FILLED FIELD

DRILLED HOLES - SEAL

AROUND PENETRATIONS

THROUGH FLASHING

-------------- B9 A501K

SECOND FLOOR

1161'-0"

3" POLYISOCYANURATE

INSULATION

AIR AND VAPOR

BARRIER (SHOWN

DASHED)

CLEAR ANODIZED

ALUMINUM FASCIA

WITH 8" FACE HEIGHT

CAVITY VENT 24" O.C.

MEMBRANE ROOFING

TAPERED ROOF INSULATION

6" REINFORCED TERMINATION STRIP WITH SINGLE

PLY MEMBRANE ANCHOR DISCS AT 12" O.C.

FACE BRICK

VAPOR RETARDER

WALL TIES

AT 16" O.C.

10" CONCRETE WALL,

SEE STRUCTURAL

DOVETAIL INSERTS

AT 16" O.C.SPRAY FIREPROOFING

1/2" TREATED PLYWOOD

ON CUT 2 X 4 FRAMING

TOP OF ROOF BEYOND

VE

R

7"

TRANSITION MEMBRANE

STAINLESS STEEL FLASHING WITH 1/2"

HEMMED EDGE, SET ONTO CONCRETE

STUB WALL WITH 1/2" DEEP SILICONE

SEALANT JOINT AND GROUT BED TO

CREATE A POSITIVE DRAINAGE

2" PERIMETER INSULATION

WITHIN 2" OF GRADE TO TOP

OF FOOTING. MIN. 8"

INSULATION OVERLAP

5" CONCRETE STUB

WALL, SEE STRUCTURAL

3" POLYISOCYANURATE

INSULATION

SHEET WATERPROOFING,

FROM TOP OF INSULATION

TO OVER THE TOP OF THE

FOOTING

MIN. 12" WIDE DRAINAGE FILL

FROM 6" BELOW GRADE TO

FOOTING. PROVIDE 4"

TOPSOIL COVER.

8" 10"

MEMBRANE FLASHING

STAINLESS STEEL TERMINATION

BAR AND SILICONE SEALANT

8" L

AP

M

IN

IM

U M

1/4" DOWEL SHIM AT 24" O.C. TO CREATE

WEEP. PROVIDE MORTAR BED, SET

STONE AND STRIKE JOINT. REMOVE

DOWEL SHIM TO CREATE WEEP

RUB OUT FLAWS IN CONCRETE

LARGER THAN 1/4" AT EXPOSED FACES

MORTAR WASH

2" DIAMETER

POLYPROPYLENE ROD

6 MIL. POLYTHEYLENE VAPOR

BARRIER BAG. SECURE TO WALL

WITH TERM.