515-20-101 34 AE321 - Exterior Wall Sections.pdf

PDF 307 KB Posted

Attached to
36C25021B0052 - Project No. 515-20-101 - Renovate Common Areas, Various Buildings
Solicitation number
515-20-101
Issued by

About this file

This document package includes a federal contract solicitation and supporting technical specifications.

The solicitation is for Project No. 515-20-101 to renovate common areas in various buildings at the VA Medical Center in Battle Creek, Michigan. The contractor shall provide all labor, materials, equipment, documentation and other resources to improve conditions in several outpatient care buildings. Scope of work includes replacing ceilings, floors, walls and doors with more energy efficient and secure units. Additional improvements involve handrails, wayfinding signage and entrance vestibules. The contractor has 380 days to complete the work. The solicitation was issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10.

The technical specifications drawing package provides exterior wall section details and notes for the referenced project buildings. It identifies materials, components, connections and other construction information for renovations involving the building envelope.

View the file

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Text version

4"CAST STONE CAP w/

CONTINUOUS DRIP

4" CAST STONE PANEL

POURED CONCRETE

FOUNDATION AND FOOTING

SS DOWEL PIN

w/ EXPOXY

GALVANIZED HSS STEEL COLUMN;

REFER TO STRUCTURAL

STANDING SEAM METAL ROOF

ON SELF-ADHERED

UNDERLAYMENT ON SHEATHING

2x RAFTERS - REFER TO STRUCT.

CAST STONE ANCHOR

FLASHING

1/2" EXPANSION MATERIAL

CONCRETE SLAB ON

SYNTHETIC VENEER PLASTER ON

5/8" GLASS-MAT SHEATHING

BASE PLATE (REFER TO STRUCTURAL)

LINE OF FIBER CEMENT WRAPPED

4x BEAM BEYOND

14.2 1' - 0"

1' - 8" 4" 4"

LINE OF 4x10 BEAM BEYOND

- REFER TO SRTUCT.

FIBER CEMENT SIDING ON

SELF-ADHERED WEATHER

BARRIER ON 1/2" PLYWOOD

SHEATHING ON 1" Z-FURRING

SEALANT

SEALANT

BACKER ROD & SEALANT w/

WEEPS AT CORNERS; TYP.

A4

CAST STONE CAP

CAST STONE PANEL

NEW CONCRETE

FOUNDATION AND

FOOTING

STAINLESS STEEL

DOWEL PIN

GALVANIZED HSS STEEL

COLUMN;

REFER TO STRUCTURAL

NEW STANDING SEAM METAL

ROOF ON SELF-ADHERED

UNDERLAYMENT ON SHEATHING

EXISTING BRICK WALL

CONSTRUCTION TO REMAIN

EXISTING CONCRETE

FOUNDATION AND

FOOTING

NEW 2-PIECE METAL

FLASHING (COLOR TO

MATCH ROOF)

SYNTHETIC VENEER PLASTER ON

5/8" FIBERGLASS SHEATHING

14.1

CAST STONE ANCHOR

1 3/8"

8"

4"

5 3/8"

4"

FLASHING

BACKER ROD

& SEALANT w/

WEEPS AT

CORNERS

CAST STONE CAP

CAST STONE PANEL

FIBER CEMENT SIDING ON

SELF-ADHERED WEATHER

BARRIER ON 1/2" PLYWOOD

SHEATHING ON 1" Z-FURRING

STAINLESS STEEL DOWEL PIN

GALVANIZED HSS STEEL

COLUMN; REFER TO

STRUCTURAL

NEW STANDING SEAM METAL

ROOF ON SELF-ADHERED

UNDERLAYMENT ON SHEATHING

CONCRETE FOUNDATION

AND FOOTING - REFER TO

STRUCT.

4X BEAM; REFER TO

STRUCTURAL

M

IN

/2

GUTTER W/ DOWNSPOUT

TY

P

/2

1' - 6"

SYNTHETIC VENEER PLASTER ON

5/8" FIBERGLASS SHEATHING

FIBER CEMENT SOFFIT

14.A

CAST STONE ANCHOR

4" 4" 1' - 8"

SEALANT

1' - 6"

9" 9"

SEALANT & BACKER ROD w/

WEEPS AT CORNERS; TYP.

6" ⌀ STEEL PIPE BOLLARD

W/CONC. FILL (PAINT

SAFETY YELLOW)

PROVIDE 1" SLOPE

TO FINISH GRADE

CONC. FOUNDATION

FLASHING

A4

CAST STONE SILL

BEYOND

NEW STANDING SEAM METAL

ROOF ON SELF ADHERED

UNDERLAYMENT ON SHEATHING

CONCRETE FOUNDATION

AND FOOTING

- REFER TO STRUCT.

NEW ALUMINUM

STOREFRONT SYSTEM

WITH 1" INSULATED

SPANDREL PANEL

NEW SLIDING DOOR

SYSTEM; REFER TO

DOOR SCHEDULE

5/8" GYP. BOARD

2' - 0"

M

IN

2X RIDGE BOARD -

REFER TO STRUCTURAL

2X JOISTS AND

RAFTERS - REFER TO

STRUCTURAL

NEW 4" CONCRETE SLAB

ON 6" COMPACTED FILL

1/2" EXP. JOINT

MATERIAL

HSS STEEL FRAMING

AND NAILER - REFER TO

STRUCTURAL - WRAPPED

IN ALUMINUM BREAK

METAL TO MATCH

STOREFRONT SYSTEM

LIGHT FIXTURE

- REFER TO

ELEVATION

REFER TO STRUCT. FOR

SLAB REINF.SLOPE

82.2

5/8" GYP. BOARD

EXISTING DOOR AND

FRAME TO REMAIN

EXISTING CONCRETE

FOUNDATION AND

FOOTING

2X WOOD FRAMING -

REFER TO STRUCTURAL

1/2" COMPRESSIBLE JOINT

FILLER

NEW 4" CONCRETE SLAB

ON 6" COMPACTED

CRUSHED ROCK

NEW STANDING SEAM METAL

ROOF ON SELF ADHERED

UNDERLAYMENT ON SHEATHING

EXISTING MASONRY

WALL

LINE OF ALUMINUM

STOREFRONT MULLIONS

BEYOND

2-PIECE METAL

FLASHING

(M

IN

DOWEL - REFER TO

STRUCT.

82.1

3"

EXISTING CONCRETE

WALL BANDING

CONTINUOUS FLASHING TO

WALL CONSTRUCTION

1" 12"

NEW STANDING SEAM

METAL ROOF ON NEW

DECKING ON COLD

FORMED METAL FRAMING

REFER TO STRUCTURAL

CAST STONE SILL

CONCRETE

FOUNDATION AND

FOOTING

NEW ALUMINUM

STOREFRONT SYSTEM

WITH 1" INSULATED

GLAZING

RECESS BRICK TO

MATCH EXISTING

COURSING PATTERN

(TYP.)

/8

/8

NEW STANDING SEAM

METAL ROOF ON SELF

ADHERED UNDERLAYMENT

ON SHEATHING

5/8" GYP. BOARD

2X FASCIA WRAPPED IN

BREAK METAL TO MATCH

STANDING SEAM ROOF

SYSTEM

BRICK VENEER WITH

MIN. 1" AIR SPACE ON

AIR AND VAPOR

RETARDER ON EXTERIOR

GRADE SHEATHING

1" SOLID SURFACE MATERIAL

W/1/4" RADIUS EDGE

5/8" GYP. BOARD ON 6"

STEEL STUDS @ 16" O.C.

MAX

WALL BASE - REFER TO

FINISH SCHEDULE

GUTTER SYSTEM

SYNTHETIC VENEER PLASTER

ON 5/8" GLASS-MAT

GYP. SHEATHING

1' - 6"

LINE OF COLUMN

BEYOND

108' - 4"T.O.STEEL

SEALANT

1/2"

4" 9"

1' - 1"

WEEPS @ 24" O.C.

MORTAR CONTROL

MATERIAL

GROUT CAVITY SOLID

BELOW WEEPS

SEALANT

SEALANT

HSS STEEL FRAMING

AND NAILER - REFER TO

STRUCTURAL - WRAPPED

IN ALUMINUM BREAK

METAL TO MATCH

STOREFRONT SYSTEM

82.B 1' - 8"

RAFTER - REFER

TO STRUCT.

METAL DECK

ATTACH RAFTER

TO CONCRETE -

REFER TO STRUCT.

EPOXY ANCHORS -

REFER TO STRUCT.

EXISTING RAILING

STRUCTURE

NEW METAL DRIP

NEW HSS GALVANIZED

BEAM (PAINTED);

REFER TO STRUCTURAL

NEW STANDING SEAM METAL

ROOF ON NEW DECKING ON

COLD FORMED METAL

FRAMING

REFER TO STRUCTURAL

NEW GUTTER AND

DOWNSPOUT

PAINT ALL

EXPOSED

SURFACES

1" 12"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DWG. ___ OF 74

7GAE PROJECT NO.: 219122

Sprinkler:

600 E. Michigan Avenue, Suite B

Kalamazoo, MI 49007

P: 269.927.0144 www.7GenAE.com

2850 Eisenhower Ave, Suite 310

Alexandria, VA 22314

P: 202.617.8485 www.alliance.us.com

FOR CONSTRUCTION

100% BID DOCUMENTS

EXTERIOR WALL SECTIONS VAMC BC RENOVATE

COMMON AREAS, VARIOUS

BUILDINGS

5500 ARMSTRONG ROAD

BATTLE CREEK, MI 49037

515-20-101

13, 14, & 82

PROJECT DIRECTOR

04 - 01 - 2021 JB JS

100% BID

DOCUMENTS

AE321

NOT APPLICABLE

SCALE: 3/4" = 1'-0"AE321

B14 - WALL SECTION 205

SCALE: 3/4" = 1'-0"AE321

B14 - WALL SECTION 104

SCALE: 3/4" = 1'-0"AE321

B14 - WALL SECTION 306

SCALE: 3/4" = 1'-0"AE321

B82 - WALL SECTION 208

SCALE: 3/4" = 1'-0"AE321

B82 - WALL SECTION 107

SCALE: 3/4" = 1'-0"AE321

B13 - WALL SECTION 202

SCALE: 3/4" = 1'-0"AE321

B82 - WALL SECTION 309

SCALE: 3/4" = 1'-0"AE321

B13 - WALL SECTION 303

SCALE: 3/4" = 1'-0"AE321

B13 - RAILING CONNECTION01

Revisions: Date:

ADDENDUM #1 7/19/2021

A4

Sheets
AE321 - EXTERIOR WALL SECTIONS

File details come from the government source that posted it. Updated .