531-325 - Drawings-08-A3.pdf

LEVEL 1

0' - 0"

A.1

R1

A-504

A

2x4 ACT

9' - 0"

67 SF

STAFF TLT

BO DECK - LOW ROOF

13' - 7 1/2"

T Y

P

15' - 8"

TOP OF PARAPET WALL

A-504

6 Sim

LIGHTING FIXTURE

LIGHTING

FIXTURE

B

R1

968 SF

CORRIDOR

C15

67 SF

STAFF TLT

A-507

A-507

1 R2 R1

R1

2x4 ACT

10' - 0"2x4 ACT

9' - 0"

2x4 ACT

9' - 0"

67F

LEVEL 1

0' - 0"

PENTHOUSE

16' - 6"

I

MSA & BUSINESS

SERVICES

MECH

PENTHOUSE

CORRIDOR

C11

2x4 ACT

9' - 0"

2x4 ACT

10' - 0"

LIGHTING

FIXTURE PER

ELECT

A-507

85F

COLUMN

CONNECTION

PER STRUCT

FOUNDATION

LEVEL 1

0' - 0"

ML.2

BO DECK - ENTRY

12' - 8"

BO DECK HIGH ROOF

14' - 6"

A-506

VARIES

LWC3

A-507

A-505

S6

LEVEL 1

0' - 0"

N

1' - 7"

BRAKE METAL

WRAP @ BEAM

LWC3

10' - 0"

A-505

BO DECK - ENTRY

12' - 8"

LIGHTING

FIXTURE PER

ELECT, TYP

A-505

LEVEL 1

0' - 0"

PENTHOUSE

16' - 6"

A-505

A-504

A-504

7 Sim

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE AE491

WALL SECTIONS

MEDICAL CENTER DIRECTOR

07/23/2021 MK SR 091 OF 206

1/2" = 1'-0"1

WALL SECTION - GRID A-10

1/2" = 1'-0"2

WALL SECTION - GRID B

1/2" = 1'-0"3

WALL SECTION - GRID I

1/2" = 1'-0"4

WALL SECTION - GRID L.2

1/2" = 1'-0"5

WALL SECTION - GRID N

1/2" = 1'-0"6

WALL SECTION - WINDOW @ BRICK WALL

Revisions: Date:

43.9

A-504

BO DECK HIGH ROOF

14' - 6"

PREFINISHED SHEET

METAL EAVE FLASHING AT

GABLE ROOF BEYOND

A-504

2 Sim

AE492

8B

LEVEL 1

0' - 0"

1 1.1

A-505

BO DECK HIGH ROOF

14' - 6"

A-504

6 Sim

F1

R1

S4D

LEVEL 1

0' - 0"

PENTHOUSE

16' - 6"

2.1

SPLASH BOX

DOWN SPOUT

BRACKET @

4'-0" OC, MAX

BUILT-IN

GUTTER

R1

R3

F-2

MECH

PENTHOUSE

48F

CORRIDOR

C11

MSA & BUSINESS

SERVICES

PUBLIC TLT

A-504

A-507

85F

GWB-1

9' - 0"

F1

2.5

STRUCT BEAM

3/4" PLYWOOD

SHEATHING

ASPHALT

SHINGLES OVER

UNDERLAYMENT

SHINGLE RIDGE

CAP

RIDGE VENT

ROOF TRUSS PER

STRUCT 1"

LEVEL 1

0' - 0"

A.1

A-504

A

BO DECK - LOW ROOF

13' - 7 1/2"

6"

/2

STAFF LOUNGE

F1

A-504

6 Sim

2x4 ACT

9' - 0"

PENTHOUSE

16' - 6"

4 EAVE FLASHING: FR-1

END OF BUILT-IN

GUTTER WALL

FLASHING

SWISSPEARL

SIDING

EXTEND 4" MIN

UNDER FASCIA

FLASHING

4"4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE AE492

WALL SECTIONS

MEDICAL CENTER DIRECTOR

07/23/2021 MK SR 092 OF 206

1/2" = 1'-0"6F

WALL SECTION - FRCP

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

TYP WALL SECTION - GRID 4

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

WALL SECTION - PENTHOUSE

3" = 1'-0"4A

TYP DETAIL - ROOF RIDGE

1/2" = 1'-0"4F

WALL SECTION - GRID A

3" = 1'-0"8B

FASCIA FLASHING @ GUTTER END

CAULK ALL

AROUND

ADJUSTABLE

ANCHOR

STANDARD FRAME

EXPOSED MASONRY OR BRICK

1/2"

S.F.T.U.

NOMINAL

CMU OR 1/2"

FRAMES IN MASONRY PARTITION

CASING BEAD

ADJUSTABLE

ANCHOR

STANDARD FRAME

MASONRY BLOCK PLASTERED

GROUT

5/8"

S.F.T.U.

NOMINAL

CMU OR 7/8"

PLASTER ON

METAL LATH

CAULK ALL

AROUND

GROUT

CERAMIC TILE

ADJUSTABLE

ANCHOR

STANDARD FRAME

MASONRY BLOCK WITH CERAMIC TILE FINISH

GROUT

SETTING BED

CAULK ALL

AROUND

1/2"

S.F.T.U.

NOMINAL

CMU OR 3/4"

*** FRAME WIDTH FOR NOMINAL MASONRY

4 3/4" W/ 4" CMU

6 3/4" W/ 6" CMU

8 3/4" W/ 8" CMU

METAL STUD AND PLASTER FINISH

FRAMES WITH METAL STUD

AND PLASTER PARTITIONS

GAUGE AS

SPECIFIED

ADD RETURN ON

FRAME WHERE

DRYWALL FINISH

IS REQUIRED

STANDARD DOOR FRAME

FRAMES IN METAL STUD PARTITIONS

CERAMIC TILE

FINISH WHERE

REQUIRED

CAULK ALL

AROUND BOTH

SIDES

STANDARD FRAME

FOR DRYWALL

JAMB ANCHORS

DOUBLE STUDS

BACK TO BACK

DRYWALL, THICKNESS

SINGLE OR DOUBLE AS

REQUIRED

FRAMES IN MASONRY PARTITION

FACED WITH GWB

STANDARD FRAME

ADJUSTABLE

ANCHORS

GROUT

CAULK ALL

AROUND

CERAMIC TILE

FINISH WHERE

REQUIRED

TILE FINISH

FRAME AT CONCRETE WALLS

DOUBLE EGRESS DOOR FRAME

PLAN

JAMB 'B'

HEAD 'A'

NOTE: SHOWING SWING OF

DOUBLE EGRESS DOORS

A B

C

A C

B

NOTE: SHOWING SWING OF

DOUBLE EGRESS DOORS

DOOR

DOOR

DOOR STOP (BEYOND)

PLATE WELDED

TO FRAME

/2

"2 1/2" MIN

+/- 1/4"

/4

7/8"

08 11 13-01

METAL STUDS

PER STD DTL 3/4"

1/4"

7/8"

08 11 13-01

MTL STUDS

PER STD DTL 11/16"

1/4"

1/4"

1/4"

CAULK ALL

AROUND

CASING BEAD

WHERE PLASTER

IS REQUIRED

CONCRETE

GROUT

VENEER

PLASTER ON

PLASTER BASE

TROWEL CUT

AT FRAME

EDGES

ANCHOR

STANDARD

FRAME

CONVENTIONAL

PLASTER

GYP LATH

CERAMIC TILE

CAULK BOTH

SIDES

ANCHOR

STANDARD

FRAME

CERAMIC TILE

GWB

CEMENT

BACKER BOARD

PIPE SEPARATORS

WELDED TO PLATE

F.H. CSK.

EXP. BOLT

THROAT OPENING = PARTITION

WIDTH + 1/8" MIN

1/2" 1/2"

/8

1 15/16"VARIESVARIES

METAL

DOOR

FRAME

SHIM AS

REQ'D

RUNNER

BETWEEN

STUDS

1/2"

CONST.

JOINT

1/2" SEE

NOTE 1

VERTICAL STUDS @ 2'-0" MAX. W/

GYPSUM WALL BOARD. 1'-4" W/ GYPSUM

LATH & PLASTER DOUBLE STUDS FOR

SUPPORTING CONC. BACKER BOARD

PROVIDE CONTINUOUS BRACING

WHEN STUDS EXCEED 10'-0" AND ARE

FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE

REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN 'D' DIMENSION IS

LESS THAN 2'-0" FOR GYP. WALL BOARD

OR 16" FOR PLASTER PARTITION

CRIPPLE STUD, DO NOT

ANCHOR TO BEARING STUD

GYPSUM WALL

BOARD PANELS

CONTROL JOINT1/2" MIN.

ELEVATION AT DOOR FRAME

ISOMETRIC OF CONSTR. JT. SECTION B

SECTION A DETAIL C

DETAIL D

JAMB ANCHORS

(FURNISHED W/ FRAME)

DETAIL C

FRAME FACE

MIN

US 3/16"

PROVIDE SOUND

DEADENING

WHERE REQUIRED

/2

DOUBLE

STUDS

JAMB

ANCHOR

SANITARY

STOP

METAL

DOOR

FRAME

METAL

ANCHOR CLIP

SHIM AS

REQ'D

E Q

E Q

'D

E Q

E Q

V A

R

IE

S

SCHEDULE

VARIES

SEE DOOR

M A

X

SECTION B

DETAIL D

A A

1/2" M

IN

5/8" M

AX.

FRAME FACE

MIN

US 3/16"

/4

M

IN

STUD

W

IDTH

/4

M

IN

JAMB DEPTH

MINUS 3/16"

STUD

W

IDTH

/4

M

IN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-501

DOOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK AJ 093 OF 206

3" = 1'-0"1

INTERIOR DOOR AND FRAME DETAILS

3/4" = 1'-0"2

PARTITION FRAMING FOR DOORS

L

1.1

SOLID SURFACE SILL

BELOW

2"

1 1/2" 4 1/2"

/2

/2

MASONRY VENEER

ANCHOR, FASTENERS

BED IN SEALANT,

FLUID-APPLIED

FLASHING MEMBRANE

SEALANT &

BACKER ROD

PRE-FINISHED SHEET

METAL JAMB

FLASHING: FJ-2

EXTRUDED ALUMINUM

WINDOW JAMB

R-GUARD JOINT

AND SEAM FILLER

R-GUARD FASTFLASH

R-GUARD CAT 5, SPRAY

WRAP

/2

/8

1 1/2" 4 1/2"

B R

IC

K

O P

E N

IN

G

/8

SOLID SURFACE SILL

BELOW

1.1

SEALANT &

BACKER ROD

PRE-FINISHED SHEET

METAL JAMB

FLASHING: FJ-2A

R-GUARD JOINT

AND SEAM FILLER

CONSOLIDATE

EXPOSED CUT EDGES

OF SHEATHING WITH

R-GUARD POROUSPREP

/8

W

IN

D O

W R

O

/8

" SOLID SURFACE SILL

BELOW

EXTRUDED ALUMINUM

WINDOW JAMB

SOLID SURFACE SILL

BELOW

/8

" 3 /8

1 1/2" 4 1/2"

OUTSIDE CORNER

SUPPORT ANGLE

BRACING

1"x 1" ANGLE CLIP

0.125 MILL FINISH

ALUMINUM OVER

3MM COMPOSITE

PANEL

2"

FACE OF FINISH

WALL BELOW

W

IN

D O

W R

O K

1.1

SEALANT &

BACKER ROD

PRE-FINISHED SHEET

METAL JAMB

FLASHING: FJ-2A

EXTRUDED ALUMINUM

WINDOW JAMB

R-GUARD JOINT

AND SEAM FILLER

CONSOLIDATE

EXPOSED CUT EDGES

OF SHEATHING WITH

R-GUARD POROUSPREP

/8

W

IN

D O

W R

O

/8

" SOLID SURFACE SILL

BELOW

EXTRUDED ALUMINUM

WINDOW JAMB

SOLID SURFACE SILL

BELOW

/8

/2

/2

" 3 /8

1 1/2" 4 1/2"

OUTSIDE CORNER

SUPPORT ANGLE

BRACING

1"x 1" ANGLE CLIP

0.125 MILL FINISH

ALUMINUM OVER

3MM COMPOSITE

PANEL

2"

FACE OF FINISH

WALL BELOW

W

IN

D O

W R

O

4 3/4"

SILL

JAMB

HEADER

WALL FRAMING

WALL SHEATHING

JOINT AND SEAM FILLER

(R-GUARD)

LIQUID-APPLIED

FLASHING (R-GUARD

FASTFLASH)

CONSOLIDATE EXPOSED

CUT EDGES OF

SHEATHING WITH WATER

BASED PRIMER (R-GUARD

POROUSPREP)

CONSOLIDATE EXPOSED

CUT EDGES OF SHEATHING

WITH WATER BASED

SEALER (R-GUARD

POROUSPREP) TYPICAL

LIQUID-APPLIED FLASHING

(R-GUARD FASTFLASH)

LIQUID FLASHING (R-GUARD

FASTFLASH)

WINDOW FRAME

JOINT AND SEAM FILLER

(R-GUARD)

WINDOW HEAD FLASHING

WITH END DAMS

JOINT AND SEAM FILLER

(R-GUARD)

LIQUID-APPLIED AIR &

WATER-RESISTIVE BARRIER

(R-GUARD CAT 5, SPRAY

WRAP MVP OR VB)

JOINT AND SEAM FILLER

AT OVERDRIVEN

FASTENER, TYPICAL

R-GUARD AIRDAM WITH

CLOSED CELL OR SOFROD

BACKER ROD

FLUID-APPLIED AIR AND

WATER-RESISTIVE BARRIER

(R-GUARD CAT 5, SPRAY

WRAP MVP OR VB)

T O

T Y

P

IC

A L

HEADER

JAMB

SILL

WALL SHEATHING

WALL FASTENER

R-GUARD FASTFLASH

EXTEND 9" AT JAMB

CONSOLIDATE

EXPOSED CUT EDGES

OF SHEATHING WITH R-

GUARD POROUSPREP

CONSOLIDATE EXPOSED

CUT EDGES OF

SHEATHING

WITH R-GUARD

POROUSPREP

R-GUARD JOINT AND

SEAM FILLER AT WALL

FASTENER AND AT ALL

INSIDE CORNERS

AND ROUGH OPENING

R-GUARD JOINT

AND SEAM FILLER

R-GUARD FASTFLASH

EXTEND

2" ONTO SHEATHING

BUILDING WRAP

WET SET 2" OF

PRECREASED TRANSITION

SHEET INTO R-GUARD

FASTFLASH AT SILL

AND 6" DOWN ALONG

VERTICAL FACE

WET SET PRE CUT

TRANSITION

SHEET INTO R-GUARD

FASTFLASH

1"-2" ABOVE SILL

COUNTERFLASH OVER

VERTICAL FACE OF

TRANSITION SHEET AND

INTO ROUGH OPENING W/

R-GUARD FASTFLASH

ENCAPSULATE /

COUNTERFLASH

OVER PRECREASED

TRANSITION SHEET 2"

OVER FACE OF SILL WITH

R-GUARD FASTFLASH

R-GUARD FASTFLASH

EXTEND 9" AT HEADER

AND JAMB

BUILDING WRAP

R-GUARD JOINT AND SEAM

FILLER AT WALL

FASTENER AND AT ALL

INSIDE CORNERS

AND ROUGH OPENING

WALL FRAMING

CONSOLIDATE EXPOSED

CUT EDGES OF

SHEATHING WITH

R-GUARD POROUS PREP

FLUID-APPLIED AIR AND

WATER-RESISTIVE BARRIER

(R-GUARD CAT 5, SPRAY

WRAP MVP OR VB)

CONSOLIDATE EXPOSED

CUT EDGES OF

SHEATHING WITH WATER

BASED PRIMER (R-GUARD

POROUSPREP)

LEVEL 1

0' - 0"

N

ALIGN FACE OF

STEMWALL

WITH STOREFRONT @

VESTIBULE

V A

R

IE

S

/8

BASE FLASHING SET IN

BED OF SEALANTTHERMAL

BRAKE ALUM

STOREFRONT

SYSTEM

SILL

RECEPTOR

FREE DRAINING

BACKFILL

DRAINAGE BOARD

OVER

DAMPPROOFING

MEMBRANE

TERMINATION BAR

OR MASTIC

M A

X

FINISH PER

SCHED

FINISH GRADE PER CIVIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-502

WINDOW DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK SR 094 OF 206

3" = 1'-0"4

ENLARGED PLAN - GRIDS L&1.1

3" = 1'-0"5

JAMB DETAIL - VENEER BRICK

3" = 1'-0"2

BUMPED OUT WALL - JAMBS

3" = 1'-0"3

BUMPED OUT WALL - COLUMN

3" = 1'-0"1

WINDOW FLASHING SEQUENCE-PROSOCO

3" = 1'-0"6

TYP SILL DETAIL - VESTIBULE CURB

1.1

A.1

A

/8

EQ EQ

2"

3/8"

7/8" 2" 1/2" 6" 5/8"

0.032" ALUMINUM

VERTICAL CLOSURE

PREFINISHED TO

MATCH SWISSPEARL

PANEL

R-GUARDCAT 5 WRAP

OVER FASTFLASH

OUTSIDE CORNER

SUPPORT ANGLE

BRACING

FIBERGLASS

THERMAL SPACER

1"x 1" ANGLE CLIP

3/8" 1 1/4"

COLUMN PER

STRUCT

KEYHOLE INTERLOCK

0.125 MILL FINISH

ALUMINUM OVER 3MM

COMPOSITE PANEL

0.032" ALUMINUM

VERTICAL CLOSURE

PREFINISHED TO

MATCH SWISSPEARL

PANEL

ATTACHMENT

CLIP, TYP

SEALANT &

BACKER ROD

KEYHOLE

INTERLOCK

2" 1/2"

1' - 6"

1"

A.1

A

9"9"3/8"1 1/4"

0.032" PREFINISHED

ALUMINUM VERTICAL

CLOSURE

FIBERGLASS

THERMAL SPACER

PREFINISHED

ALUMINUM

VERTICAL FURRING

48F

0.032" ALUMINUM

VERTICAL INSIDE

CORNER CLOSURE

PREFINISHED

"WHITE" TO MATCH

SWISSPEARL PANEL

1 1/4"

COLUMN PER

STRUCT

R-GARDCAT 5 WRAP

OVER FASTFLASH

OUTSIDE CORNER

SUPPORT ANGLE

BRACING

1"x 1" ANGLE CLIP

KEYHOLE INTERLOCK

0.125 MILL FINISH

ALUMINUM OVER 3MM

COMPOSITE PANEL

ATTACHMENT

CLIP, TYP

A.1

A

R-GUARDCAT 5 WRAP

OVER FASTFLASH

1' - 6"

3/8"

1 1/4"

COLUMN PER

STRUCT

1/8" SEALANT

R-GUARD JOINT &

SEAM SEALER

R-GUARD FASTFLASH

OVER JOINT SEALER

PRE-FINISHED SHEET

METAL JAMB

FLASHING: FJ-1

CONSOLIDATE

EXPOSED CUT EDGES

WITH R-GUARD

POROUSPREP, TYP

NOTE:

SEE DETAIL

FOR ADDITIONAL NOTES

/2 A-503

PROVIDE TRIM AT ALL

CORNER AND END

EDGE OF GWB, TYP

WALL BELOW

SILL FLASHING

BELOW

SILL BELOW

3/8"

2"

/2

/2

"1

9" 3/8"

0.032" PREFINISHED

ALUMINUM

VERTICAL CLOSURE

R-GARDCAT 5 WRAP

OVER FASTFLASH

OUTSIDE CORNER

SUPPORT ANGLE

BRACING

1"x 1" ANGLE CLIP

KEYHOLE INTERLOCK

ATTACHMENT

CLIP, TYP

B

1.1

MASONRY VENEER

ANCHOR, FASTENERS

BED IN SEALANT,

FLUID-APPLIED

FLASHING MEMBRANE

SEALANT &

BACKER ROD

3 5/8"

1 3/8"

2"

1/2"

6"

MASONRY VENEER

WITH CLEAR WATER

REPELLENT

A-2

67F

118 SF

ELEC

STAINLESS STEEL

RIVET, HEAD DIA 15

MM WITH FIXED

POINT SLEEVE

STAINLESS STEEL

R-GUARDCAT 5 WRAP

OVER FASTFLASH

ANGLE OUTSIDE

CORNER VERTICAL

SUPPORT

2" 10 3/8"

/4

/8

/2

/2

SEALANT &

BACKER ROD

I

3.9

MASONRY VENEER

ANCHOR, FASTENERS

BED IN SEALANT,

FLUID-APPLIED

FLASHING MEMBRANE

SEALANT &

BACKER ROD

MASONRY VENEER

WITH CLEAR WATER

REPELLENT

R-GUARDCAT 5 WRAP

OVER FASTFLASH

/8

/8

/8

6 5/8" 7 1/2"

PRE-FINISHED SHEET

METAL JAMB

FLASHING: FJ-2A

SILL FLASHING BELOW

/8

OPAQUE

SPANDREL PANEL

INSULATION

ANODIZED

ALUMINUM BRAKE

METAL

ALUMINUM JAMB

AIR SPACE 1" MIN

4 1/2" 1 1/2"

6"

779 SF

CORRIDOR

C11

84 SF

LACTATION

48F

A-505

CONT ANGLE CLIP

FASTENER @ 18" OC

1/8" CONT SEALANT

R-GUARD JOINT

AND SEAM FILLER

R-GUARD FASTFLASH

CONSOLIDATE

EXPOSED CUT EDGES

OF SHEATHING WITH

R-GUARD POROUSPREP

R-GUARD CAT 5, SPRAY

WRAP

CONT FURRING

CHANNEL

OUTSIDE CORNER

SUPPORT ANGLE

BRACING

1"x 1" ANGLE CLIP

0.125 MILL FINISH

ALUMINUM OVER

3MM COMPOSITE

PANEL

PRE-FINISH FASCIA

FLASHING: FR-1

/4

/2

/4

/2

3/4"

PRE-FINISHED SHEET

METAL JAMB

FLASHING: FJ-1

HEAD FLASHING

SILL FLASHING BASE FLASHING JAMB FLASHING

ROOF FLASHING

PRE-FINISHED SHEET

METAL BASE

FLASHING: FB-1

4"

/4

3/4"

PRE-FINISHED SHEET

METAL BASE

FLASHING: FB-2

/8

7"

3/4"

6"1 3/4"

3/

4"

PRE-FINISHED SHEET

METAL HEAD

FLASHING: FH-1

3 1/8"

1/8"

/4

PRE-FINISHED SHEET

METAL SILL FLASHING: FS-1

2 5/8" 6 1/8"

/8

/2

/8

PRE-FINISHED SHEET METAL

SILL FLASHING: FS-2

5 3/4" 1 1/4"

1 1/4"

/8

/4

PRE-FINISHED

2 PIECES SHEET METAL

BASE FLASHING: FB-3

2 1/8"

PRE-FINISHED SHEET

METAL HEAD

FLASHING: FH-2

6 3/4"

9 3/4"

/4

3/ 4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-503

EXTERIOR DETAILS - ENLARGED

PLANS AND DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK SR 095 OF 206

3" = 1'-0"1

ENLARGED PLAN - BUMPED OUT WALL @ GRIDS A&1.1

3" = 1'-0"2

ENLARGED PLAN - BUMPED OUT WALL @ GRIDS A&2

3" = 1'-0"3

ENLARGED PLAN - BUMPED OUT WALL @ GRIDS A&3

3" = 1'-0"4

ENLARGED PLANS - BRICK AND SWISSPEARL TRANSITION

3" = 1'-0"5

ENLARGED PLAN - BUMPED OUT WALL @ GRIDS 4&I

3" = 1'-0"6

METAL FLASHING DETAILS

3 5/8"1 3/8"2"1/2"6"5/8"

BACKER ROD &

SEALANT IN JOINT,

BOTH SIDES, TYP

WEEP VENT INSERT

AT 32" OC, MAX

MORTAR ROPPING

COLLECTION DEVICE (MDCD)

VAPOR BARRIER

GRANULAR CAPILLARY

BREAK

R-10 CI RIGID

INSULATION

SHEET METAL BASE FLASHING

WITH HEM EDGE: FB-2

FLOOR FINISH AND

BASE PER FINISH

SCHEDULE, TYP

FREE DRAINING BACKFILL

DRAINAGE BOARD OVER

DAMPPROOFING

MEMBRANE TERMINATION

OR MASTIC

MEMBRANE TERMINATION OR

MASTIC

FINISH GRADE PER CIVIL

(VARIES, REFER TO CG500)

1' - 2 1/8"

BRICK VENEER

AIR/MOISTURE/VAPOR BARRIER

GROUT FILL

WALL TIES @ 16" OC

LEVEL 1

0' - 0"

43.9

BACKER ROD &

SEALANT IN JOINT,

BOTH SIDES, TYP

VAPOR

BARRIER

GRANULAR CAPILLARY

BREAK

R-10 CI RIGID

INSULATION

PRE-FINISH SHEET METAL

BASE FLASHING WITH HEM

EDGE: FB-1

FLOOR FINISH AND

BASE PER FINISH

SCHEDULE, TYP

FREE DRAINING BACKFILL

DRAINAGE BOARD OVER

DAMPPROOFING

MEMBRANE TERMINATION

OR MASTIC

MEMBRANE TERMINATION OR MASTIC

FINISH GRADE PER CIVIL

(VARIES, REFER TO CG500)

PERFORATED ANGLE

VENTILATED CAVITY

SWISSPEARL PANEL

FOUNDATION PER

STRUCT, TYP

A.1

1/2" COVER BOARD

TREATED WOOD NAILERS TO

MATCH HEIGHT OF

INSULATION AND COVER

BOARD

VAPOR RETARDER

PANEL VERTICAL

SUPPORT CHANNEL

CLIP

R-10 RIGID

INSULATION

AIR & WATER

BARRIER MEMBRANE

OVER PLYWOOD

SHEATHING

FLASHING MEMBRANE

HOT-AIR WELD

ROOFING MEMBRANE

STEEL BEAM PER

STRUCT

R-38 RIGID

INSULATION, MIN

TOP OF PARAPET WALL

PANEL

FASTENER, TYP

PRE-FINISHED SHEET

METAL PARAPET CAP

FLASHING WITH

WATERTIGHT JOINT

PERFORATED ANGLE

/4

3/8"

MULTI-PURPOSE TAPE

ROOF FLASHING

MEMBRANE WRAP OVER

TOP OF PARAPET WALL

ROOF DECK PER

STRUCT

R-13 BATT

INSULATION

CLAMPING RING

ALUMINUM DOME

SWISSPEARL

PANEL

A-504

15' - 2"

12' - 10"

BO DECK HIGH ROOF

14' - 6"

/2

REVEAL PANEL

UNDER DECK

CLAMP

EXPANSION

COUPLING

A.1

JOINT

FLASHING

SWISSPEARL

PANEL

/8

/1

/8

PANEL

FASTENER

A

1/2" COVER BOARD

TREATED WOOD NAILERS TO

MATCH HEIGHT OF

INSULATION AND COVER

BOARD

VAPOR RETARDER

PANEL VERTICAL

SUPPORT CHANNEL

CLIP

R-10 RIGID

INSULATION

AIR & WATER

BARRIER MEMBRANE

OVER PLYWOOD

SHEATHING

FLASHING MEMBRANE

HOT-AIR WELD

ROOFING MEMBRANE

STEEL BEAM PER

STRUCT

R-38 RIGID

INSULATION, MIN

PANEL

FASTENER

PRE-FINISHED SHEET

METAL PARAPET CAP

FLASHING WITH

WATERTIGHT JOINT

PERFORATED ANGLE

MULTI-PURPOSE TAPE

ROOF FLASHING

MEMBRANE WRAP OVER

TOP OF PARAPET WALL

ROOF DECK PER

STRUCT

R-13 BATT

INSULATION

RUBBER SEAL

SWISSPEARL

PANEL

BO DECK - LOW ROOF

13' - 7 1/2"

BO DECK - ENTRY

12' - 8"

BO DECK HIGH ROOF

14' - 6"

12' - 10"

15' - 8"

/8

SWISSPEARL

PANEL

/4

TO PARAPET WALL

BOTTOM OF

BUMPED OUT WALL

LIGHTING

FIXTURE, TYP

CLAMPING RING

ALUMINUM DOME

UNDER DECK

CLAMP

EXPANSION

COUPLING

PENTHOUSE

16' - 6"

4 3.9

UNDERLAYMENT

OVER GUTTER

SUBSTRATE

GUTTER FLASHING

TO PARAPET WALL

PERFORATED ANGLE

/4

3/4"

ASPHALT SHINGLE

ROOFING SYSTEM

UNDERLAYMENT

3/4" MARINE

GRADE PLYWOOD

SHEATHING

MANSARD

FRAMING

16 GA GALV SHEET

METAL GUTTER

SWISSPEARL PANEL

OVER 7/8" FURRING

CHANNEL

R-GUARDCAT 5

OVER PLYWOOD

SHEATHING

PERFORATED ANGLE,

TYP

10"

PERFORATED

ANGLE, TYP

/4

/8

15' - 7"

8" / 1'-0

R2

BOTTOM OF CORNICE

GALV STEEL ANGLE

/2

/8

/8

2' - 0"

1'-0"x2'-0" REMOVABLE

RIGID INSULATION

CLAMP-TITE SCUPPER BOX

17" SCUPPER BOX LENGTH4"

1"

TPO COATED FLANGE

CLAMPING PLATE WITH 3-1/4"

STAINLESS STEEL BOLTS

3"DIA x3" LONG

PIPE

ATTACH CATCH BOX TO

SCUPPER WITH SELF

TAPPING SCREWS

CLEAN OUT CAP

/8

INSERT SCUPPER BOX

A MINIMUM OF 1" INTO

CATCH BOX

ROOF DRAIN

PIPE

1/4" / 1'-0" 4

17' - 5"

/8

2 7/8"

/4

M

IN

SLOPED GRATE

SCUPPER DRAIN

BOLTS (BEYOND)

4" FLANGE

CLAMPING

PLATE

3" (2 3/4" OD) x3"

PIPE

TPO COATED FLANGE

ATTACH CATCH BOX TO

SCUPPER WITH SELF

TAPPING SCREWS

12"

4"

4"

SLOPED GRATE

SCUPPER DRAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-504

EXTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK SR 096 OF 206

3" = 1'-0"7

TYP DETAIL - BRICK VENEER BASE

3" = 1'-0"6

TYP DETAIL - FIBER CEMENT PANEL BASE

3" = 1'-0"1

TYP DETAIL - SWISS PEARL PARAPET WALL

6" = 1'-0"3

TYP DETAIL - HORIZ JOINT

3" = 1'-0"2

TYP DETAIL - BUMPED OUT PARAPET

3" = 1'-0"5

TYP SECTION - BUILT- IN GUTTER @ BRICK WALL

3" = 1'-0"4

3" BOX CLAMP SCUPPER TPO

43.9

BO DECK HIGH ROOF

14' - 6"

OPAQUE

SPANDREL PANEL

INSULATION

ANODIZED ALUMINUM

BRAKE METAL

STOREFRONT HEAD

AIR SPACE 1" MIN

CONT ANGLE CLIP

FASTENER @ 18" OC

1/8" CONT SEALANT

PANEL FASTENER

AIR & WATER BARRIER

MEMBRANE

PRE-FINISHED SHEET

METAL HEAD FLASHING:

FH-1

PERFORATED ANGLE

1/2" COVER

BOARD

VAPOR

RETARDER

PANEL CLIP

PANEL VERTICAL

SUPPORT CHANNEL

R-10 RIGID INSULATION

AIR AND WATER

BARRIER MEMBRANE

OVER PLYWOOD

SHEATHING

PRE-FINISHED SHEET

METAL PARAPET CAP

FLASHING WITH

WATERTIGHT JOINT

PERFORATED

ANGLE

/1

5/16"

15/16"

2 7/16"6"

CONT CEILING

PERIMETER ANGLE

W-SHAPE 1/8" BRAKE

METAL STEPPED

MOLDING

R O

T

Y P

PRE-FINISHED ALUMINUM

TO MATCH STOREFRONT

COLOR, TYPICAL AT ALL

COLUMN WRAP LOCATIONS

SEALANT & BACKER

ROD

R-5 RIGID INSULATION

1" 4 1/2" 1 1/2"1"

STOREFRONT SILL

FLUID-APPLIED AIR AND

WATER-RESISTIVE

BARRIER

FLUID FLASHING OVER

JOINT AND SEAM

FILLER

PRE-FINISHED SHEET

METAL SILL FLASHING:

FS-1

PANEL VERTICAL

SUPPORT CHANNEL

PANEL FASTENER

/4

/4

3/4"

ANODIZED

ALUMINUM BRAKE

METAL

CONT ANGLE CLIP

FASTENER @ 18" OC

1/8" CONT SEALANT

BEAM PER STRUCT

1/2" PLYWOOD SHEATHING

R-GUARD FAST-FLASH

OVER R-GUARD JOINT

AND SEAM FILLER

ALUMINUM

STOREFRONT SYSTEM

OPAQUE

SPANDREL PANEL

DEFLECTION TRACK PER

STRUCT

1 1/2"

1"

GWB WALL BEYOND

/4

/8

12' - 4"

2' - 0"

PANEL END CAP

PERFORATED ANGLE

R-38 MIN

SLOPED TO

DRAIN

1/4" / 1'-0"

16' - 6"

/4

3/4"

BENT PLATE

PER STRUCT

HSS DRAG

BETWEEN

JOISTS PER

STRUCT

12' - 10"

BASE CABINET

HORIZONTAL

SUPPORT

TO PARAPET WALL

THERMOPLASTIC

POLYOLEFIN (TPO)

ROOFING SYSTEM

FLASHING MEMBRANE HOT AIR-

WELDED

MULTI-PURPOSE TAPE

/8

/8

RECESSED

SHADE BOX

N

AIR AND WATER BARRIER

MEMBRANE OVER PLYWOOD

SHEATHING WRAP OVER

SELF ADHERE FLASHING 3"

MIN

SELF ADHERE FLASHING UP

MIN 9" FOLDED 2 3/4"

INSIDE OPENING

1/2" PLYWOOD

SHEATHING

LIQUID FLASHING

FULL-COVERAGE

INSIDE ROUGH

OPENING AND 1" ON

FACE

STRUCT BEAM

ROOF DECK

ALUMINUM

STOREFRONT

12' - 8"

TOP OF BEAM

BO DECK - ENTRY

12' - 8"

1/2" PLYWOOD

SHEATHING

/4

1/2" COVER BOARD

TREATED WOOD NAILERS TO

MATCH HEIGHT OF INSULATION

AND COVER BOARD

AIR & WATER

BARRIER MEMBRANE

OVER PLYWOOD

SHEATHING

FLASHING MEMBRANE

HOT-AIR WELD

ROOFING MEMBRANE

R-38 RIGID INSULATION, MIN

PANEL

FASTENER

PRE-FINISHED SHEET

METAL PARAPET CAP

FLASHING WITH

WATERTIGHT JOINT

PERFORATED ANGLE

MULTI-PURPOSE TAPEROOF FLASHING

MEMBRANE WRAP OVER

TOP OF PARAPET WALL

SWISSPEARL

PANEL

VAPOR RETARDER 1/4"

PERFORATED ANGLE

3/8"

8 1/4"

3/8"

/8

SEALANT &

BACKER ROD

1/2"

WOOD SOFFIT

STUDS PER STRUCT

LWC3

10' - 0"

STEEL PLATE PER

STRUCT

4 3.9

SEALANT & BACKER ROD

PRE-FINISHED SHEET

METAL JAMB

FLASHING: FJ-2A

W

IN

D O

W R

O

/8

6"

SUPPORT ANGLE

BRACING

0.125 MILL FINISH

ALUMINUM OVER 3MM

COMPOSITE PANEL

/2

/8

2"

6 5/8"

1/8"4 1/2"1 1/2"

PRECAST CONC

SILL WITH DRIP

CONT GALV ANGLE

LIQUID-APPLIED

FLASHING (R-GUARD

FASTFLASH) WITH END

DAMS

PREFINISHED SHEET METAL

SILL FLASHING: FS-2

JOINT AND SEAM

FILLER (R-GUARD)

FLUID-APPLIED AIR AND

WATER-RESISTIVE

BARRIER

3/4"

SEALANT AROUND

WINDOW FRAMING

SOLID SURFACE

SILL OVER LATEX-

MODIFIED THINSET

10' - 10 5/8"

2 1/8"5

5 3/4"4 7/8"

/4

/8

PRE-FINISHED SHEET

METAL HEAD

FLASHING: FH-2

1 1.1

BO DECK HIGH ROOF

14' - 6"

1/2" COVER

BOARD

VAPOR

RETARDER

R-38 MIN

SLOPED TO

DRAIN

/4

3/4"

BENT PLATE

PER STRUCT

HSS DRAG

BETWEEN

JOISTS PER

STRUCT

THERMOPLASTIC

POLYOLEFIN (TPO)

ROOFING SYSTEM

FLASHING MEMBRANE HOT AIR-

WELDED

MULTI-PURPOSE TAPE

LEVEL 1

0' - 0"

N

THRESHOLD PER

SCHED SET ON FULL

BED OF SEALANT

STOREFRONT

DOOR PER SCHED

SLAB ON GRADE PER

STRUCT

R-10 RIGID

INSULATION

VAPOR RETARDER

TERMINATOR BAR

JOINT FILLER

SEALANT & BACKER

ROD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-505

EXTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK SR 097 OF 206

3" = 1'-0"1

SECTION DETAIL-SPANDREL GLAZING

3" = 1'-0"2

STOREFRONT / BRAKE METAL BEAM WRAP

3" = 1'-0"4

TYP DETAIL - WINDOW @ BRICK WALL

3" = 1'-0"5

TYP PARAPET @ GRID 1

3" = 1'-0"3

TYP DETAIL - THRESHOLD

PENTHOUSE

16' - 6"

B.8

HANGER WIRE

SUSPENSION MAIN TEE

SUSPENSION CROSS

TEE

M

IN4

M

IN

REVEAL CHANNEL

SCREED

5/8" TYPE X GWB

3 5/8" STUDS FRAMING

@ 16" OC

/4

PREFABRICATED

INSULATED ROOF CURB

5/8" TYPE X GWB LINER

PRESSURE TREATED NAILER

CONT BEAD OF SEALANT

PREFINISHED SHEET

METAL FLASHING

GASKET

SKYLIGHT FASTENED PER

MFR REQUIREMENT

ROOFING MEMBRANE

FLASHING HOT-AIR WELD

ROOFING MEMBRANE

OVER 1/2" PROTECTION

BOARD

R1

METAL ROOF DECK PER

STRUCT

2x4 ACT

10' - 0"

D

M

IN

PRESSURE

TREATED NAILER

CONT BEAD OF SEALANT,

EA SIDE OF CURB

PREFINISHED SHEET

METAL FLASHING

GASKET

MECH ROOF TOP UNIT

ROOFING FLASHING

MEMBRANE HOT-AIR WELD

ROOFING MEMBRANE OVER

1/2" PROTECTION BOARD

METAL ROOF DECK PER STRUCT

CONE TOPPING

VAPOR BARRIER

ROOFING

MEMBRANE OVER

1/2" PROTECTION

BOARD

PREMANUFACTURED CURB

L ML.2

BO DECK HIGH ROOF

14' - 6"

/2 " 5 /8

2"

6 5/8"

1/8" 6"

PRECAST CONC

SILL WITH DRIP

CONT GALV ANGLE

LIQUID-APPLIED

FLASHING (R-GUARD

FASTFLASH) WITH END

DAMS

PREFINISHED SHEET METAL

SILL FLASHING: FS-2

JOINT AND SEAM

FILLER (R-GUARD)

FLUID-APPLIED AIR AND

WATER-RESISTIVE

BARRIER

3/4"

SEALANT AROUND

WINDOW FRAMING

SOLID SURFACE

SILL OVER LATEX-

MODIFIED THINSET

1/2" COVER BOARD

VAPOR RETARDER

R-38 RIGID

INSULATION, MIN

M

IN

RECESSED LIGHT

16' - 0"

CONT SEALANT

ANGLE PER STRUCT

PRE-FINISHED SHEET METAL

BASE FLASHING: FB-2

WEEP VENT INSERT

AT 32" OC, MAX

MORTAR DROPPING

COLLECTION DEVICE (MDCD)

VAPOR RETARDER

BRICK BEYOND

LED STRIP LIGHT.

REFER TO RCP FOR

LIGHT LOCATION

BRACING @ 4'-0" OC

3 5/8" STUDS

FRAMING @ 16" OC

LWC3

10' - 0"

GWB-1

9' - 11"

9' - 9 7/8"

/8

6" 1"

5/8" GWB

/8

/8

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

/2

BOTTOM OF ROUGH OPNG

/4

MECH DUCT

MECH DUCT

RECESSED LIGHT

FIXTURE PER ELECT, TYP

EXPANSION JOINT

COVER PLATE ROOF TO

WALL: BALCO LPRE-4

PT WOOD OR RUBBER SHIM

BETWEEN WINDOW GLAZING AND

COUNTER FLASHING

/1

/8

EXP JT

4"

SNAP-ON WALL TO CEILING

EXPANSION JOINT COVER:

WDC-4

CONT ANGLE BRACKET

DUCT INSULATION

PER MECHANICAL

(TYP)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-506

EXTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK SR 098 OF 206

3" = 1'-0"1

SKYLIGHT - FLASHING DETAIL

3" = 1'-0"2

MECHANICAL CURB FLASHING DETAIL

3" = 1'-0"3

SECTION DETAIL - GRID L2

PENTHOUSE

16' - 6"

B

BO DECK - LOW ROOF

13' - 7 1/2"

BO DECK HIGH ROOF

14' - 6"

GUTTER STRAP

PRE-FINISHED

SHEET METAL

GUTTER

ROOF EAVE

FLASHING

1x PT EAVE

3/8"

PRESSURE TREATED

NAILER

FLASHING MEMBRANE

HOT-AIR WELD

TERMINATION BAR

FASTENED @ 12" OC

2 PIECES COUNTER

FLASHING

ROOFING MEMBRANE

WRAP WEATHER

RESISTANT BARRIER

OVER SELF ADHERING

FLEXIBLE FLASHING

SELF ADHERING

FLEXIBLE OVER

COUNTER FLASHING

CONT STRIP OF SEALANT

6" STUDS @ 16" OC

FILL GRAVITY WITH

RIGID INSULATION

R1

VAPOR BARRIER

PRESSURE TREATED

NAILER

M

IN

FILL GAP WITH

RIGID INSULATION

PERFORATED ANGLE

SWISSPEARL SIDING

PRE-FINISHED SHEET METAL

FLASHING FASTENED 4" OC

STAGGERED WITH 1" GALV

ANNULAR RING NAILS

1"

SHINGLE OVER

UNDERLAYMENT

PENTHOUSE

16' - 6"

FLASHING MEMBRANE

HOT-AIR WELD

TERMINATION BAR

FASTENED @ 12" OC

M

IN

/8

/2

2 PIECES COUNTER

FLASHING

ROOFING MEMBRANE

ROOF INSULATION

/2

WRAP SELF ADHERING

FLEXIBLE FLASHING

OVER WEATHER

RESISTANT BARRIER

SELF ADHERING

FLEXIBLE OVER

COUNTER FLASHING

/2

/2

METAL EDGE FLASHING

CONT CLEAT

PRESSURE TREATED

WOOD FASCIA

UNDERLAYMENT

GABLE PROTECTOR

MEMBRANE

FIELD SHINGLES

1'-0" x 2'-0" MANSARD

LOUVER STRIP WITH

INSECT SCREEN @ 2'-8"

OC CENTERED BETWEEN

MANSARD WALL STEEL

CHANNELS

PRE FINISHED SHEET

METAL HEAD FLASHING

FIBER REINFORCED

CEMENT PANEL

7/8" FURRING @ 16"

OC

WEATHER RESISTANCE

BARRIER OVER

PLYWOOD SHEATHING

PERFORATED

CLOSURE

PRE FINISHED SHEET

METAL SILL FLASHING

PERFORATED ANGLE

8" 1 3/4"

28' - 8 1/2"

TOP OF STEEL

/8

/8

VAPOR BARRIER

PRESSURE TREATED

WOOD BLOCKING

PERFORATED

ANGLE

2 5/8"

/8

5/8"

VERTICAL FURRING

@ 16" OC

/4

/4

3/4"

3/8" 1/2"

PREFINISHED

GALV METAL

TRIM

R-GUARD JOINT

AND SEAM FILLER

R-GUARD FASTFLASH

CONSOLIDATE

EXPOSED CUT

EDGES OF

SHEATHING WITH

R-GUARD

POROUSPREP

R-GUARD CAT

5, SPRAY

WRAP

PENTHOUSE

16' - 6"

I

FLUID-APPLIED AIR AND

WATER-RESISTIVE

BARRIER

1/2" COVER

BOARD

VAPOR RETARDER

FLASHING MEMBRANE

HOT-AIR WELD

ROOFING MEMBRANE

R-38 RIGID

INSULATION, MIN

2 PIECES BASE FLASHING

CONT SEALANT

ANGLE PER STRUCT

PREFINISHED SHEET METAL

BASE FLASHING WITH DRIP

EDGE

WEEP VENT INSERT

AT 32" OC, MAX

MORTAR DROPPING

COLLECTION DEVICE (MDCD)

M

IN

B A

S E

F L

A S

H

IN

G H

T

/4

A B

O V

E M

D C

D

M

IN61

8062 SF

MECH

PENTHOUSE

FLEXIBLE TRACK PER

STRUCT

STRUCT BEAM

2" STUDS @ 16" 0C

CONT CLEAT

PRESSURE TREATED

WOOD FASCIA

UNDERLAYMENT

FIELD SHINGLES

PRESSURE

TREATED

NAILER

PERFORATED ANGLE

PRE-FINISH FASCIA

FLASHING: FR-1

/4

/2

/2

3/4"

2"

BRICK VENEER

CORRUGATED METAL TIE

@ 24" OC

L

M

L.2

2.9

EXPANSION JOINT

COVER PLATE

WALL TO WALL

/8

6 1/2"

PRECAST CONCRETE

PANEL BELOW

OUTSIDE CORNER

SUPPORT ANGLE

BRACING

0.125 MILL FINISH

ALUMINUM OVER 3MM

COMPOSITE PANEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-507

EXTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 Checker Author 099 OF 206

3" = 1'-0"1

SECTION DETAIL - ROOF @ PENTHOUSE

3" = 1'-0"2

SECTION DETAIL - MANSARD WALL @ ROOF

3" = 1'-0"3

SECTION DETAIL - PENTHOUSE WALL @ ROOF

3" = 1'-0"4

ENLARGED PLAN - EXP JOINT COVER AT WALL /COLUMN WRAP

A-508

1' - 0" R 9' -

0"

R

LIGHT POLE PER ELECTRICAL

CONCRETE

RETAINING WALL

APPLIED SACK FINISH

FACE AND TOP OF FOOTING

FILLED DIRT (PLANTER)

THICK

1' - 0"

1' - 6" DIA

EXPANSION JOINT PER CIVIL (TYP)

SEE CIVIL FOR PAVING AND GRADES

1' - 6"

C L R

1 1/4" MIN CLR

#4 @ 12" OC EW EF

(2) #4 CONT & #4 @ 12"

OC TRANSVERSE

1/2" CHAMFER, TYP

APPLIED SACK FINISH

FACE AND TOP OF WALL

1/2" CHAMFER, TYP

(3) #3 TIES WITHIN THE TOP 5"

(3) #3 TIES @ 1'-0" OC

(6) #5 VERT BARS

KEEP HORIZ WALL AND FOOTING

BARS CONTINUOUS THROUGH

LIGHT POLE FOOTING, TYP

49' - 5"

' - 0

A-50846' RADIUS AT OUTSIDE FACE OF CURVE

24" DEEP x 18" TALL CONCRETE BENCH, TYP 2 PLACES

12" x 36" CONCRETE WALL

EXPANSION JOINT PER CIVIL (TYP)

SEE CIVIL FOR PAVING AND GRADES

#4 @ 12" OC EW EF

(2) #4 CONT & #4 @ 12"

OC TRANSVERSE

C L R

1' - 6"

1' - 0" THICK

APPLIED SACK FINISH

(BOTH SIDES AND TOP)

1/2" CHAMFER, TYP

A-508

1' - 0" R 4

6" DIA DRAIN HOLES IN

CONCRETE FOOTING

1' - 6" DIA

EXPANSION JOINT PER CIVIL (TYP)

SEE CIVIL FOR PAVING AND GRADES

#4 @ 12" OC EW EF

(2) #4 CONT & #4 @ 12"

OC TRANSVERSE

1' - 0" THICK 1' - 0" THICK

C L R

LANDSCAPE FILTER FABRIC

OVER 6" DEEP CRUSHED ROCK

6" DIA HOLE IN FOOTING FOR

DRAINAGE - TYP 4 PLACES PER

ENLARGED ANTI-RAM PLANTER

FLOOR PLAN

APPLIED SACK FINISH

(FACE AND TOP)

1/2" CHAMFER, TYP

ANTI-RAM PLANTER NOTES:

- CONCRETE SHALL MEET A f'c = 3000 PSI

- ALL REINFORCEMENT SHALL HAVE CLASS B TENSION LAP

SPLICES AND HOOKS IN ACCORDANCE WITH 2/SD401

- SHOP DRAWINGS, MIX DESIGN AND MILL CERTS IN ACCORDANCE

WITH SPEC SECTION 03 30 00 SHALL BE PROVIDED FOR REVIEW

PRIOR TO PLACEMENT

LIGHT POLE PER ELEC

6" DEEP DIAMETER BED OF 2" DIA

CRUSHED ROCK FOR DRAINAGE

(3) #3 TIES WITHING

THE TOP 5"

APPLIED SACK

FINISH FACE AND

TOP OF FOOTING

CONCRETE WALL (BEYOND)

#3 TIES @ 1'-0" OC

(6) #5 VERT BARS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-508

SITE DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK MA 100 OF 206

1/4" = 1'-0"1

ENLARGED CONCRETE PLANTER

1" = 1'-0"2

CONCRETE PLANTER SECTION

1/4" = 1'-0"3

ENLARGED CONCRETE BENCH WALL

1" = 1'-0"4

CONCRETE BENCH WALL SECTION

1/4" = 1'-0"5

ENLARGED ANTI-RAM PLANTER

1" = 1'-0"6

ANTI-RAM PLANTER SECTION

2.9

QZ1 ADA ACCESSIBLE

COUNTERTOP

5"

@ CURVED COUNTER

2' - 10"

PLAM1 FACE (GRAIN

TO RUN VERTICALLY)

WITH METAL

TERMINATION TRIM

AT BASE

STAINLESS

STEEL BASE

RESILIENT BASE RB1

A-509

QZ1 TO WRAP UNDERSIDE

OF COUNTERTOP

PLAM1 (REMOVABLE PLASTIC

LAMINATE PANELS WHERE

POWER / DATA IS LOCATED)

4 1/2"

LEVEL 1

0' - 0"

" 3

/2

METAL BASE AT FLOOR

METAL CHANNEL SECURED TO

MILLWORK SURFACE

RES1 DIVIDER PANEL

METAL SUPPORT BRACKET

(RECESSED IN WALL)

CURVED RES2 PANEL INSTALLED

ON STANDOFFS (WHERE OCCURS)

PLAM1

METAL STUDS SECURED TO FLOOR

1' - 0"

PLAM2 COUNTERTOP

QZ1 TRANSACTION COUNTERTOP

PLAM1 (REMOVABLE PLASTIC

LAMINATE PANELS WHERE

POWER / DATA IS LOCATED)

LEVEL 1

0' - 0"

A-509

42"W x 30"H CURVED RES2

PANELS WITH RADIUS EDGES

INSTALLED ON STANDOFFS

RES1 DIVIDER PANEL

QZ1 TRANSACTION COUNTER

STAINLESS STEEL BASE

ALIGN PANEL 1/4"

FROM DIVIDER

PLAM1

1" DIA STANDOFF, TYP

TRANSACTION COUNTER (QZ1)

CURVED RES2 PANEL

INSTALLED ON STANDOFFS

METAL STANDOFF BRACKET

1/4" GAPPLAM1 (REMOVABLE PLASTIC

LAMINATE PANELS WHERE

POWER / DATA IS LOCATED)

2.5

RES1 DIVIDER PANEL

TALL METAL BASE AT FLOOR

METAL CHANNEL SECURED TO

MILLWORK SURFACE

A-509

FLOOR @ PATIENT SIDE OF

RECEPTION DESK

TRANSACTION COUNTER

RECEPTION COUNTER

PLAM1 PANEL

CLEAR ANODIZED

ALUMINUM L-ANGLE

RETURN

STAINLESS STEEL BASE

L-ANGLE RETURN WRAPS AROUND ALL

BOTTOM AND SIDES OF PLAM1 PANELS

LEVEL 1

0' - 0"

PENTHOUSE

16' - 6"

BO DECK HIGH ROOF

14' - 6"

EXAM ROOM 13

3-1/2" MINIMUM BATT INSULATION

OVER EXAM ROOM CEILINGS FOR

ACOUSTICAL SEPARATION. EXTEND

BATT MINIMUM OF 6" BEYOND

BOUNDARY WALLS AS SHOWN.

LEVEL 1

0' - 0"

3"

TOE KICK

FRONT OF

BASE CABINET

WALL BASE (BEYOND) VARIES IN

HEIGHT - NOT SHOWN FOR CLARITY

FASTEN AT BOTH

ENDS WITH MIN. 4

TAPPING SCREWS

VERTICAL WALL

STUDS AT 16" OR 24"

OCISOMETRIC

PLAN

WALL FINISH

GENERAL NOTES:

1. CONTRACTOR SHALL

COORDINATE LOCATIONS OF

HORIZONTAL FASTENERS.

PLAM1 TOP, BACK

AND ENDS

S E

E E

L E

V A

T

IO

N S

SPACE FOR

PORTABLE LINEN

SHELVING UNITS

FINISHED WALL

FINISHED WALL

PLAN

ELEVATION SECTION A-A

A

A

PLAM1 BACK AND ENDS

ANCHORAGE PER

STANDARD

DETAIL 05 50 00-02

FINISHED WALL

PLAM1 DOORS

ADJUSTABLE

SHELVES

1"

COUNTERTOP AS NOTED

BASE CABINET AS NOTED

OVERHANG AT

FRONT OF COUNTER

EASED EDGES

LEVEL 1

0' - 0"

/2

MAGNETIC CATCHES

HYDRAULIC HINGE

FULL OVERLAY

MAGNETIC CATCHES

HYDRAULIC HINGE

FULL OVERLAY

PLAM 1

PLAM 1

S1

A-509

PLAM1 ANGLED PANEL

(MAY VARY)

6" MULLION WINDOW

LINE OF SILL

1/2" STAINLESS

STEEL CORNER

GUARD, TYP 6" METAL STUD (MAY VARY)

WALL BASE (BELOW)

WALL AND FINISH VARIES

REFER TO FLOOR PLAN &

WALL TYPES

LEVEL 1

0' - 0"

A-509

7"

1' - 3"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-509

INTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK MA 101 OF 206

3/4" = 1'-0"1

RECEPTION - ENLARGED INTERIOR ELEV 1

3/4" = 1'-0"2

RECEPTION SECTION @ DIVIDER PANEL

1/2" = 1'-0"4

RECEPTION - ENLARGED FRONT ELEVATION

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

RECEPTION - SECTION @ TRANSACTION COUNTER

1" = 1'-0"7

ENLARGED DIVIDER PANEL PLAN

3" = 1'-0"6

ENLARGED PLAM PANEL BASE

1/4" = 1'-0"8

TYPICAL BATT OVER EXAM ROOM DETAIL

3" = 1'-0"13

TYP CABINET TOE KICK DETAIL

1/4" = 1'-0"10

ANCHORAGE - GRAB BARS AND CABINETS

1/2" = 1'-0"9

WALL CABINET - TYPE 5B

6" = 1'-0"14

TYPICAL COUNTERTOP DETAIL

1/2" = 1'-0"11

STAFF LOUNGE CASEWORK PARALLEL SECTION

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

PERPENDICULAR WALL TO MULLION DETAIL

1/2" = 1'-0"12

ADA ACCESS PANEL DETAIL

PERSPECTIVE 1 - FRONT PERSPECTIVE 2 - BACK

FRAME OPTIONAL KEY CYLINDER

12" BACK TO BACK LADDER

PULL

OPTIONAL THUMB TURN

12" BACK TO BACK LADDER

PULL

FRAME

2"

(MINIMUM 42")

CLEAR OPENING 5" DOOR OVERHANG

DOOR SLAB WIDTH

1 1/2" MINIMUM CLEARANCE

TRACK LENGTH

FINISHED FRAME

/4

C L E

A R

O P

E N

H E

IG

H

T

A-510

Sim

2"

1/2" 2 1/2"

1 1/2" MINIMUM CLEARANCE

/4

TRACK LENGTH

A-510

Sim

DOOR

1 3/4"

/4

2 1/2"

D O

O R

H E

IG

H

T P

E R

D O

O R

S C

H E

D U

L E

A-510

9 Sim

A-510

6 Sim

WALL WALL

DOOR WIDTH PER DOOR SCHEDULE

DOOR

A-510

7 Sim

A-510

8 Sim

PER DOOR SCHED

DOOR THICKNESS

METAL STUD

WALL

WOOD BLOCKING

BY OTHERS

/4

2 3/4"

1/4"

5/8" 3 5/8" 5/8"

4 7/8"

SERENITY DOUBLE

SOUND SEAL SYSTEM

/4

2"

P E

R D

O O

R S

C H

E D

D O

O R

T H

IC

K

N E

S S

2"

METAL STUD

WALL

SERENITY DOUBLE

SOUND SEAL SYSTEM

DOOR

2"

P E

R D

O O

R S

C H

E D

U L E

D O

O R

T H

IC

K

N E

S S

/2

METAL STUD

WALL

SERENITY

SOUND SEAL

DOOR

DOOR

CONCEALED FLOOR GUIDE

OPTIONAL KEY CYLINDER OPTIONAL PRIVACY

INDICATOR

OPTIONAL THUMB TURN

1"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-510

INTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK MA 102 OF 206

6" = 1'-0"1

PERSPECTIVE VIEWS

1" = 1'-0"2

FRONT VIEW - OPEN DOOR VIEW

1" = 1'-0"3

FRONT VIEW - CLOSE DOOR VIEW

1" = 1'-0"4

VIEW A - A

1" = 1'-0"5

VIEW B - B

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

DETAIL 01

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

DETAIL 02

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

DETAIL 03

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

DETAIL 04

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

DOOR HANDLES

3" = 1'-0"11

12" BACK TO BACK LADDER PULL

3" = 1'-0"12

SMALL MORTISE LOCK

WOODBACKER

PANELIZED LINEAR

WOODBACKER

PANELIZED LINEAR GYPSUM CEILING

(BEYOND)

BLACK FIBERFELT

SPACER

BLACK FIBERFELT

SPACER AT CURVED

SOFFIT FACE

PANELIZED LINEAR AT

CURVED SOFFIT FACE

GYPSUM CEILING

FRONT ELEVATION PANELIZED LINEAR SECTION

DIRECT SCREW

CONNECTION

THROUGH

FIBERFELT AND

WOODBACKER TO

CEILING

A-511

10 Sim

A-511

6 Sim

1' - 0" 1' - 0"

0' - 2"

0' - 2"

PANELIZED LINEAR AT

BACK WALL

PANELIZED LINEAR AT

UNDERSIDE OF CEILING

WOODBACKER

PANEL GRILLE

DIRECT SCREW

CONNECTION THROUGH

FIBERFELT AND

WOODBACKER TO CEILING

A-511

3 SimDOWEL

0' - 2"

LINEAR PANALIZED

PARTIAL PANEL GRILLE SECTION

NOTE:

PANELIZED LINEAR MAY BE VENEERED OR SOLID WOOD

CONSTRUCTION BASED ON PROJECT REQUIREMENTS. BOARD WIDTH,

LENGTH (UP TO 10') AND SPACING MAY VARY PER ARCHITECT'S DESIGN.

BLACK FIBERFELT

SPACER

WOODBACKER

0' - 0 3/4"

0' - 0 5/8"

0' - 5 1/4" 0' - 0 3/4"

6"

15/16"

NOTE:

WHEN CUTTING PANELS, BOARDS SHOULD NOT

EXTEND BEYOND 6" (152 mm) UNSUPPORTED

ATTACH WOOD STRIP OR

SHORT PIECE OF T-RAIL TO

BACK OF PANEL WITH

WOOD SCREWS BEFORE

CUTTING

TRIM LINE - TOUCH-UP

ALL FIELD-CUT ENDS

WITH SUPPLIED

TOUCH-UP FINISH

DIRECT SCREW CONNECTION

THROUGH FIBERFELT AND

WOODBACKER TO CEILING

WOODBACKER

BLACK FIBERFELT

SPACER

DIRECT SCREW CONNECTION THROUGH

FIBERFELT AND WOODBACKER TO CEILING

CEILING FRAMING

WOODBACKER

PANELIZED LINEAR

1/2" FR PLYWOOD

2 3

J

2.1 2.92.5

400T150-54 LEDGER ATTACHED

TO METAL STUD WALL WITH #10

SMS AT EACH WALL STUD, TYP

PROVIDE (2) #8 TO EACH STUD

JOIST

400S162-54 AT 12" OC STUD JOIST

3/4" DIA THREADED ROD ATTACHED

TO HSS AND STEEL STRUCTURE

ABOVE, TYP 5 PLACES. PER

STRUCTURAL DRAWINGS / DETAILS

CONTINUOUS BENT 400T150-54 TRACK. CLIP FLANGES AND

BEND AS REQUIRED TO CREATE FINISHED CURVE. (2) #8

SMS FROM TRACK TO EACH STUD JOIST. TYPICAL 3 PLACES

TYP

1' - 0"

T Y

P

/4

HSS4x4x1/4

1/2" FIRE TREATED PLYWOOD

RATED STRUCT 1 TOP & BOTTOM.

ATTACH TO ALL JOISTS WITH #8

SMS AT 6" OC

TYP

1' - 0" 62'-11" RADIUS

61'-11" RADIUS (BOTH SIDES)

/4

2' - 7" 7' - 10 1/2"

TYP

1' - 0"

T Y

P

TYPICAL WELD AT HSS

TO HSS CONNECTION

3/4" 1 1/4"

0' - 2"

0' - 0 9/16"

BLACK DOWEL

12" (305 mm) O.C.

GBPXX003

PG 6 -12-32D

5 1/2" T O

FIR

ST

DOW

EL

ATTACH WOOD STRIP OR

SHORT PIECE OF T-RAIL TO

BACK OF PANEL WITH WOOD

SCREWS BEFORE CUTTING.

TRIM LINE- TOUCH-UP ALL

FIELD CUT ENDS WITH

SUPPLIED TOUCH-UP FINISH

NOTE:

WHEN CUTTING PANEL GRILLES, BLADES SHOULD NOT EXTEND BEYOND 6" (152 mm) UNSUPPORTED

1' - 0"

0' - 0 3/4"

0' - 1 1/4"

0' - 5 1/2"

WALL

PLAN VIEW WALL SECTION

W A

L L

ATTACHED WITH

SCREW THROUGH

WOODBACKER

LINEAR

PANELIZED

WOODBACKER

0' - 0 5/8" 0' - 0 3/4" 0' - 0 5/8"

0' - 2"

0' - 0 3/4"

0' - 1 1/4"

PANEL GRILLE

WOODBACKER

PANEL GRILLE

DIRECT SCREW

CONNECTION

THROUGH

WOODBACKER TO

LINEAR PANELIZED

DOWEL

1' - 0"

1' - 0"

LINEAR PANALIZED

BLACK DOWEL

12" (305 mm) O.C.

WOODBACKER

SCREW CONNECTION

OF WOODBACKER TO

LINEAR PANALIZED

SPACED AT ?

SCREW CONNECTION

OF WOODBACKER TO

LINEAR PANALIZED

SPACED AT ?

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-511

INTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK MA 103 OF 206

1/2" = 1'-0"9

PANELIZED LINEAR CEILING & WALL DETAILS

3" = 1'-0"4

PANELIZED LINEAR - STANDARD 6" MODULE

3" = 1'-0"2

PANELIZED LINEAR TRIMMING DETAILS

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

ENLARGED CEILING CONNECTION

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

CEILING CONNECTION SECTION DETAIL

1/2" = 1'-0"1

RECEPTION CEILING FRAMING PLAN

3" = 1'-0"7

PANEL GRILLE PROFILE

3" = 1'-0"11

PANEL GRILLE TRIMMING DETAILS

3" = 1'-0"8

PANEL GRILLE WALL MOUNT DETAIL

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

SECTION DETAIL - WALL

3" = 1'-0"5

PANEL GRILLE TO LINEAR PANELIZED

CONNECTION DETAIL

NOTE: REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION / CONNECTION DETAILS

QZ1 TO WRAP UNDERSIDE OF

COUNTER TOP AT PATIENT SIDE

STAINLESS

STEEL BASE

PLAM1 FACE (GRAIN TO

RUN VERTICALLY) WITH

METAL TERMINATION

TRIM AT BASE

COUNTER LIFT

MECHANISM

SWING-IN PANEL DOOR

2.9

PLAM1 (REMOVABLE

PLASTIC LAMINATE

PANELS WHERE POWER

/ DATA IS LOCATED

BUTT HINGE

11"

1' - 5 1/2"

6 1/2"

3' - 5"

QZ1 TO WRAP

UNDERSIDE OF

COUNTER TOP

COUNTER LIFT

MECHANISM

SINGLE KNUCKLE

HINGE

OPEN POSITION

D O

O R

T H

IC

K

N E

S S m m m m

DOOR THICKNESS

30mm - 50mm

CLOSED POSITION

QZ1 TO WRAP

UNDERSIDE OF

COUNTER TOP

COUNTER LIFT

MECHANISM

SINGLE KNUCKLE

HINGE

3' - 5"

/3

3"

0' - 1" 0' - 0 1/4"

DOOR HANDLE

SWING-IN PANEL DOOR

0' - 0 1/4"

0' - 2"

0' - 2"

' - 5

COUNTER LIFT

MECHANISM

3" COUNTER

A-512

Sim

CLOSED

OPEN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

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

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CONSTRUCT PRIMARY

CARE / MENTAL HEALTH

BUILDING

BOISE VA MEDICAL CENTER - BOISE, ID

531-325

SPEES DESIGN BUILD

625 1ST AVE #301

SEATTLE, WA, 98014

(206) 590-2118

RAY SPEES, PRESIDENT Approved: CHIEF, FACILITY MANAGEMENT SERVICE A-512

INTERIOR DETAILS

MEDICAL CENTER DIRECTOR

07/23/2021 MK MA 104 OF 206

1" = 1'-0"2

RECEPTION - ENLARGED INTERIOR ELEV 1

NTS1

RECEPTION COUNTER DOOR - PERSPECTIVE

1" = 1'-0"4

RECEPTION COUNTER SWING UP PANEL DETAILS

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

ENLARGED COUNTER PANEL DETAIL

1" = 1'-0"3

ENLARGED PLAN - DOOR DETAIL

12" = 1'-0"6

SINGLE KNUCKLE HINGE DETAIL