653-21-102_Roseburg Renovate Bldg 3 IFC Drawings Part2.pdf

BASEMENT FLOOR

0' - 0"

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

(E) ATTIC

31' - 6"

3 4 5 65.9

S502

S503

S505

#5

" O

C

EA

W

AY

(E) OPENING, TYP

@ (E)

CORNER

COL

@ (E)

CORNER

COL

@ (E)

CORNER

COL

NOTE 1.1

S501

S501

S501

(E) CONC COL

BEHIND SW

S503

S503

S501

S501

S501

S501

S501

S501

S501

S501

S503

S503

S501

S501

S501

S501

S501

S501

(E) ROOF FRAMING

TO REMAIN

S503

S503

S505

S505

(E) ROOF RIDGE BM

S505

SIM

S501

@ (E) FTG

OH 7

S501

S501

NOTE 1.2 TYP

TYP

S505

S505

S505

S505

@ TOP

OF WALL

NOTE 1.3

S503

S503

S501

6X6 POST PER PLAN

S503

S503

#5 X 84" DOWEL,

SPACING TO MATCH

WALL REINF

#5 VERT EA SIDE

OF OPENING, TYP

#3 x J @ 12" OC

AT LINTELS, TYP

#5 HORIZ TOP & BOTTOM

OF OPENING, TYP

#5 DIAGONAL AT

OPENING CORNERS, TYP

TYP12

S500

#5 @ 12" OC

VERT TYP

#4 X @ 8" OC

AT PIERS EA SIDE OF

WINDOW OPENING

(TURN HOOKS

TOWARD EXTERIOR)

#5 @ 12" OC HORIZ

TYP BELOW

WINDOW OPNGS

#4 X @ 8" OC TYP BETWEEN

WINDOW OPENINGS (TURN HOOKS

TOWARD EXTERIOR)

BASEMENT FLOOR

0' - 0"

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

(E) ATTIC

31' - 6"

BC

S501

S503

S505

NOTE 2.1, TYP

TYP, UNO

WOOD SHEAR

WALL PER PLAN,

SEE NOTE 2.2

S505

S522

(E) OPENING, TYP

INFILL SLAB PER

PLAN, TYP

S501

S522

S522

TYP

(E) CONC COL BEHIND SW

S501

TYP

S506

#5 @ 12" VERT

#5 @ 12" HORIZ

S503

BASEMENT FLOOR

0' - 0"

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

(E) ATTIC

31' - 6"

B C

S505

S501

WOOD SHEAR

WALL PER PLAN

#5 @ 12" VERT

#5 @ 12" HORIZ

S506

(N) SOG AS PART

OF NEW FTGS

S522

S522

S522

TYP

S501

(E) CONC COL BEHIND SW

S505

S503

7 OPP

#5 X 84" DOWEL, SPACING

TO MATCH WALL REINF

41400

A

A

FO

PR

NI

SE S O

ST

WFO

A

ET

EE

L NE

IG

N R

N

SHI

O

NGT

GNEARU

TC

UR

TS

E R

NI

E

L

BR

IAN

Y. MATSUMOTO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

\a ju lia n2

3\ D oc um en ts

\6

-2 1-

- B ui ld in g

- S tru ct _a ju lia n2 3E

EY

LW

.rv t

/6

/2

:1 6:

A

M

S203

SHEAR WALL ELEVATIONS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

3/8" = 1'-0"1 SHEAR WALL ELEVATION 1 (LOOKING SOUTH)

420 8

3/8" = 1'-0"2 SHEAR WALL ELEV 7A (LOOKING EAST)

3/8" = 1'-0"3 SHEAR WALL ELEV 7B (LOOKING WEST)

NOTES:

1.1 STRONGBACK WALL PER PLAN, GSN, AND DETAILS.

1.2 6" SHOTCRETE SW PER PLAN.

1.3 WOOD SW PER PLAN.

NOTES:

2.1 6" SHOTCRETE SW PER PLAN

2.2 PENETRATIONS IN WOOD SHEAR WALLS SHALL BE

COORDINATED WITH MECH, ELEC, ARCH AND OPENINGS

FRAMED PER SHEET S530

Revisions: Date:

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

(E) ATTIC

31' - 6"

7 8 9 107.1

FOR REINF & TYP DETAIL CALLOUTS

SEE 1/S203 BTWN GRIDS 5.1 AND 6

FOR REINF & TYP DETAIL CALLOUTS

SEE 1/S203 BTWN GRIDS 4.3 AND 5.1

NOTE 1.1

(E) CONC COL

BEHIND SW

S505

NOTE 1.3

NOTE 1.2, TYP

INTERIOR HCT

WALL TO REMAIN

STRONGBACK

WALL PER PLAN

6X6 POST PER PLAN

BASEMENT FLOOR

0' - 0"

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

A

(E) ATTIC

31' - 6"

F BE CD

S501

FOR REINF & TYP DETAIL CALLOUTS

SEE BTWN GRIDS A AND C

INFILL OPENING

PER /9 S500

#3 J @ 12" OC

AT LINTELS, TYP

#5 DIAGONAL

AT OPENING

CORNERS, TYP

#5 HORIZ TOP

& BOTTOM OF

OPENING, TYP

#5 VERT EA

SIDE OF

OPENING,

TYP

#5 X 84" DOWEL,

SPACING TO

MATCH WALL REINF

#5 @ 12" OC VERT TYP

#5 @ 12" OC HORIZ TYP

S502

S505

S502

S503

S503

NEW OPENING

SEE DEMO

S501

S501

S501

S503

S503

S503

S503

S503

S503

S505

S505

S505

S505

S503

S503

NOTE 2.2

SIM

SIM

S503

#4 X @ 8" OC

EA SIDE OF WINDOW

OPENING (TURN

HOOKS TOWARD

EXTERIOR)

41400

A

A

FO

PR

NI

SE S O

ST

WFO

A

ET

EE

L NE

IG

N R

N

SHI

O

NGT

GNEARU

TC

UR

TS

E R

NI

E

L

BR

IAN

Y. MATSUMOTO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

\a ju lia n2

3\ D oc um en ts

\6

-2 1-

- B ui ld in g

- S tru ct _a ju lia n2 3E

EY

LW

.rv t

/6

/2

:1 6:

A

M

S204

SHEAR WALL ELEVATIONS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

3/8" = 1'-0"1 SHEAR WALL ELEVATION 2 (LOOKING SOUTH)

3/8" = 1'-0"2 SHEAR WALL ELEVATION 3 (LOOKING EAST)

420 8 420 8

NOTES:

1.1 STRONGBACK WALL PER PLAN, GSN, AND DETAILS.

1.2 6" SHOTCRETE SW PER PLAN.

1.3 WOOD SW PER PLAN.

NOTES:

2.1 6" SHOTCRETE SW PER PLAN

2.2 STRONGBACK WALL PER PLAN, GSN, AND DETAILS

TYP

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

(E) ATTIC

31' - 6"

78910

FOR REINF & TYP DETAIL CALLOUTS

SEE 1/S203 BTWN GRIDS 5.1 AND 5.9

FOR REINF & TYP DETAIL CALLOUTS

SEE 1/S203 BTWN GRIDS 4.3 AND 5.1

NOTE 1.1

(E) CONC COL

BEHIND SW

S502

S502

(E) PIT, FILL PER 6 & 7/S502

NOTE 1.2

(E) OPENING

S505

NOTE 1.3

S505

6X6 POST PER PLAN

41400

A

A

FO

PR

NI

SE S O

ST

WFO

A

ET

EE

L NE

IG

N R

N

SHI

O

NGT

GNEARU

TC

UR

TS

E R

NI

E

L

BR

IAN

Y. MATSUMOTO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

\a ju lia n2

3\ D oc um en ts

\6

-2 1-

- B ui ld in g

- S tru ct _a ju lia n2 3E

EY

LW

.rv t

/6

/2

:1 6:

A

M

S205

SHEAR WALL ELEVATIONS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

3/8" = 1'-0"1 SHEAR WALL ELEVATION 4 (LOOKING NORTH)

420 8

NOTES:

1.1 STRONGBACK WALL PER PLAN, GSN, AND DETAILS.

1.2 6" SHOTCRETE SW PER PLAN.

1.3 WOOD SW PER PLAN.

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

(E) ATTIC

31' - 6"

FOR REINF & TYP DETAIL CALLOUTS

SEE 1/S203 BTWN GRIDS 5.1 AND 5.9

FOR REINF & TYP DETAIL CALLOUTS

SEE 1/S203 BTWN GRIDS 4.3 AND 5.1

NOTE 1.1

S502

S502

NOTE 1.2

S505

S505

NOTE 1.3

(E) CONC COL

BEHIND SW

(E) PIT, INFILL

PER 10 & 11/S502

6X6 POST PER PLAN

BASEMENT FLOOR

0' - 0"

1ST FLOOR

10' - 0"

2ND FLOOR

21' - 0"

A

(E) ATTIC

31' - 6"

FB EC D

FOR REINF & TYP DETAIL CALLOUTS

SEE 2/S204

S502

NOTE 2.2

NOTE 2.1

41400

A

A

FO

PR

NI

SE S O

ST

WFO

A

ET

EE

L NE

IG

N R

N

SHI

O

NGT

GNEARU

TC

UR

TS

E R

NI

E

L

BR

IAN

Y. MATSUMOTO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

\a ju lia n2

3\ D oc um en ts

\6

-2 1-

- B ui ld in g

- S tru ct _a ju lia n2 3E

EY

LW

.rv t

/6

/2

:1 6:

A

M

S206

SHEAR WALL ELEVATIONS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

3/8" = 1'-0"1 SHEAR WALL ELEVATION 5 (LOOKING NORTH)

3/8" = 1'-0"2 SHEAR WALL ELEVATION 6 (LOOKING WEST)

420 8 420 8

NOTES:

1.1 STRONGBACK WALL PER PLAN, GSN, AND DETAILS.

1.2 6" SHOTCRETE SW PER PLAN.

1.3 WOOD SW PER PLAN.

NOTES:

2.1 6" SHOTCRETE SW PER PLAN

2.2 STRONGBACK WALL PER PLAN, GSN, AND DETAILS

AA

BB

XX

YY

4.9

4.9

5.9

5.9

7.1

7.1

7.2

7.2

17' - 6" [REF] 8' - 9" [REF]

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

HSS5X5X1/4

HSS5X

5X

1/4

HSS5X5X1/4

HSS5X5X1/4

HSS5X

5X

1/4

HSS5X5X1/4

HSS5X

5X

1/4

W 8X

W 8X21

MAT SLAB

STEP

ST

EP

F-4F-1 F-1

FTG

STEP

FTG STEP

5" SOG

W/#4 @ 18" OC

EA WAY

W F-

WF-1 FTG STEP21

1/ 2"

1'

5" 7"

9'

1/

2"

S506

S506

S506

S506

S506

S506

S508

S508

8'

/2

ZZ

3'

4"

3' - 0"

5'

1/

2"

F-2 5'

8"

2' - 0"

S506

W F-

F-2

8' - 2"

BOT OF

FTG STEP

S506

SIM

UP

S523

S507 6

S506

S509

28" X 32" RC PEDESTAL

28" X 32" RC PEDESTAL

S506

S506

EQ EQ

SJ

C J

CJ

S507

S509

(E) COL FTG

S507

EL -3' - 0"

T/FTGEL -1' - 1 1/2"

T/FTG

S506

S506

EL -1' - 1 1/2"

T/FTG

EL -1' - 1 1/2"

T/FTG

EL -1' - 1 1/2"

T/FTG

(E) COL FTG

SIM

EL 0' - 0"

-4' - 0"

TYP

TYP

-3' - 0"

T/FTG

-3' - 0"

T/FTG

S507

W F-

S506

WF-1

4A

@ THRESHOLD

S510

3' - 0"

HSS4X

4X

1/4

F-5

F-3

BF-Y

BF-X

BF

-4

.9

BF-Y

BF

-7

.1

BF

-5

.9

BF

-7

.2

AA

BB

XX

YY

4.9

4.9

5.9

5.9

7.1

7.1

7.2

7.2

HSS10X6X5/16 LSV

H

SS

7X 5X

1/

LS

V

HSS10X6X5/16 LSV HSS10X6X5/16 LSV

H

SS

7X 5X

1/

LS

V

HSS7X5X1/4 LSV

W12X22 (12) [C]

W

X1

(1 0)

C

W

X1

(1 0)

C

1/ 2"

1'

5" 7"

EQ

S

PA

C

ES

'-5

9'

1/

2"

17' - 6" [REF] 8' - 9" [REF]

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

W

X2

(1 1)

W

X2

(1 1)

W8X21 (12)

3" 20 GA

COMPOSITE DECK

W/3" TOPPING

[6" TOTAL DEPTH]

SEE NOTE 8

ELEVATOR

W

X1

(1 0)

DOWN

HSS 12X2 STRINGER

HSS 12X2 STRINGER

HSS 12X2 STRINGER

HSS 12X2 STRINGER

OPEN TO

LANDING BELOW

T/STL EL = 9'-6"

COORD W/ EXIST FLR EL

S522

S522

S522

S522

S522

S522

S522

S402

ZZ

W8X10 (12)

S522

S522

SIM

S522

S522

SIM

S522

W8X10 (12)

M O

VE

M

EN

T

JO

IN

T

3" 20 GA

COMPOSITE DECK

W/3" TOPPING

[6" TOTAL DEPTH]

SEE NOTE 8

S523

2' - 0" 6' - 0 1/2" 8' - 10 1/2"

S524

S524

S524

S522

S524

S524

HSS 2 1/2 X 2 1/2 X 1/4 FIT

UNDER DECK HIGH FLUTE

S524

UP

S522 S524

S524

W 8X

W 8X

TYP

TYP

SIM

S522

S522

TYP

TYP

S522

SIM

W

X1

(4

[C

S523OPP

HD

S522

S524

OPP

HD

BF-Y

BF-X

BF

-4

.9

BF-Y

BF

-7

.1

BF

-5

.9

BF

-7

.2

AA

BB

XX

YY

4.9

4.9

5.9

5.9

7.1

7.1

7.2

7.2

HSS10X6X5/16 LSV

HSS10X6X5/16 LSV HSS10X6X5/16 LSV

HSS7X5X1/4 LSV

W12X22 (12) [C]

W

X1

(1 0)

C

1/ 2"

1'

5" 7"

EQ

S

PA

C

ES

'-5

9'

1/

2"

17' - 6" [REF] 8' - 9" [REF]

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

W8X21 (12)

W

X2

(1 1)

W

X2

(1 1)

W 8X

W 8X

W

X1

(1 0)

ELEVATOR

W

X1

(1 0)

C

H

SS

7X 5X

1/

LS

V

H

SS

7X 5X

1/

LS

V

T/STL EL = 20'-6"

COORD W/ EXIST FLR EL

S522

S402

ZZ

3" 20 GA

COMPOSITE DECK

W/3" TOPPING

[6" TOTAL DEPTH]

SEE NOTE 8

W8X10 (12)

W8X10 (12)

M O

VE

M

EN

T

JO

IN

T

S522

S522

3" 20 GA

COMPOSITE DECK

W/3" TOPPING

[6" TOTAL DEPTH]

SEE NOTE 8

S522

SIM

S522

S522

S522

S522

S522

S522

S522

SIM

S522

SIM

HSS 2 1/2 X 2 1/2 X 1/4 FIT

UNDER DECK HIGH

FLUTE, COORD FINAL

LOCATION W/ DECK

S523

DOWN

HSS 12X2 STRINGER

HSS 12X2 STRINGER

OPEN TO

LANDING BELOW

S524

W 8X

W 8X

S524

TYP

S524

TYPTYP

1' - 1" 6' - 0 1/2" 8' - 10 1/2"

OPP

HD

OPEN

S523

S522

S524

S524

S522

OPP

HD

TYP

S524

S524

S524

S522

S522

S524

TYP

W

X1

(4

[C

BF-Y

BF-X

BF

-4

.9

BF-Y

BF

-7

.1

BF

-5

.9

BF

-7

.2

1. BEAMS DESIGNATED WITH [C] ARE COLLECTORS, SEE DETAIL 2/S521.

2. SEE ARCH DWGS FOR DIMENSIONS, FIN FLR & ROOF ELEVATIONS & SLOPES.

3. ROOF DECK SHALL BE 1 1/2" 20 GA (18 GA WHERE INDICATED) "VERCO HSB

DECK, 3 SPAN MIN W/ (5) 5/8" EFFECTIVE DIA. FUSION WELDS PER 36" SHT @

SUPPORT PERP TO FLUTES, BP @ 12" OC SIDELAP, WELDS @ 16" OC WHEN

FLUTES ARE PARALLEL TO FRAMING.

4. ALL WT'S INDICATED ARE WT 5X9.5 UNO. DECK MUST BE WELDED TO WT 5X

PER NOTE 3 ABOVE EXCEPT WELDS PARALLEL TO FLUTES SHALL BE @ 12"

OC, LAP WT 5X FLANGES MIN 2" @ EA END TO GET 1/4" FILLET WELD 3-SIDES

TYP.

5. MECH UNITS SHOWN SHADED, SEE DETAIL 8/S521 FOR DECK REINF @ OPNG

IN ADDITION TO WT 5X'S SHOWN.

6. FOR TYP BEAM CONNECTIONS, SEE DETAILS 1/S521 & 2/S521.

7. (X) ON BEAM CALLOUTS IS THE NUMBER OF EQUALLY SPACED HEADED

STUD ANCHORS (HSA) ALONG THE BEAM SPAN: 1/2"⌀ X 5 1/4" HSA @ W8X &

W10X, 3/4"⌀ X 5 1/4" HSA @ W12X & HSS 10X UNO.

8. 3" COMPOSITE 20GA "W3" DECK W/ 3" TOPPING (6" TOTAL DEPTH),

6X6-W1.4 X W1.4 WWF, (4) 5/8" DIA EFFECTIVE FUSION WELDS PER SHEET @

EA FRAMING MEMBER WHERE FLUTES RUN PERP TO FRAMING, WELDS

@ 12" OC WHEN FLUTES PARALLEL TO FRAMING, SIDE LAPS PER MFR

SHORE DECK AS REQUIRED BY SDI & DECK MFR.

9. PROVIDE (2) #4 X 4'-0" @ 3" OC CENTERED IN TOPPING @ ALL REENTRANT

CORNERS & OPENINGS IN COMPOSITE CONCRETE FLOOR DECK, SEE

12/S507 SIM.

10. BEAMS AND GIRDERS SHALL BE CONCENTRIC WITH COLUMNS UNO.

11. COORDINATE LOCATION AND ELEVATION FOR ALL ELEVATOR RAIL AND

SUPPORT FRAMING WITH ELEVATOR MANUFACTURER.

12. FOR LIGHT GAUGE STUD WALL TYP DETAILS @ VENEER WALLS, SEE 13/S524.

1. SEE ARCH DWGS FOR FIN FLR ELEVATION (ELEVATION IS RELATIVE TO

453.6 = 0.0. REFER TO CIVIL DWGS FOR SITE BENCHMARK ELEVATIONS).

2. RUN STRIP FTG WF-1 TYP @ PERIMETER BTWN SPREAD FTGS, RUN REINF

CONTINUOUS THRU SPREAD FTGS.

3. FOR STRIP & SPREAD FOOTINGS SEE DET , SEE ALSO NOTE 20

BELOW.

4. FOOTINGS SHALL BE CONCENTRIC WITH BASE OF STEMWALLS OR COLUMNS

UNO.

5. FOR UTILITIES @ BLDG FOOTINGS, SEE DETAIL 6/S510.

6. PROTECT ALL STEEL COLUMNS, AB'S AND BASE PLATES BELOW GRADE WITH

MINIMUM OF 3" CONCRETE COVER.

7. PROVIDE (2) #4 X 4'-0" DIAGONAL BARS @ ALL REENTRANT CORNERS AND PIT

OPENINGS IN SLAB ON GRADE AND ADDED TRIM BARS @ OFFSET CONTROL

JOINTS. SEE DETAIL

8. WARP SUBBASE AS REQUIRED TO MAINTAIN MINIMUM SLAB THICKNESS AND

SLAB SLOPES FOR DRAINAGE WHERE INDICATED.

9. SLAB ON GRADE CONTROL JOINTS, SEE

10. F-"X" REPRESENTS SPREAD FOOTING "X", SEE SCHEDULE SHT S508

FOR SIZE, REINF & DETAIL.

11. WHEN BRACES ARE PRESENT ELONGATE DIAMOND BLOCKOUT FOR

COLUMNS IN DIRECTION OF THE BRACE, SEE DETAIL 3/S508 & 8/S507

12. FOR STRIP FOOTING & STEMWALL CORNER BARS, SEE DETAIL

13. COORDINATE SLAB ON GRADE PENETRATIONS AND MECH/ELEC/PLUMBING

REQUIREMENTS WITH MECH/ELEC/PLUMBING DWGS.

14. ALL SHRINKAGE AND CONSTRUCTION CONTROL JOINTS IN SLABS ON GRADE

SHALL BE LOCATED ON COLUMN CENTERLINES, OR CENTERED BTWN

ADJACENT JOINT LINES, UNLESS SHOWN OTHERWISE.

15. FOR TYP SLAB ON GRADE, SEE DETAIL

16. AREAS SHOWN HATCHED ARE DEPRESSED SLABS, COORD W/ ARCH FOR

VERT OFFSET. FOR TYP DEPRESSED SLAB DETAIL SEE

17. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" UNO.

18. MECHANICAL EQUIPMENT SHALL BE VIBRATION ISOLATED FROM

HOUSEKEEPING PAD, SEE 6/S507 FOR TYP HOUSEKEEPING PAD.

19. T/FTG SHALL BE PER PLAN (MIN 12" BELOW LOWEST ADJACENT FINISHED

GRADE, UNO).

20. UTILITIES WITHIN A 2:1 ZONE OF INFLUENCE OF A SPREAD FOOTING SHALL

BE A MIN OF 24" CLR FROM B/FTG, SEE 3C/S508

21. BF-"i" REPRESENTS BRACED FRAME "i". FOR BRACED FRAME ELEVATIONS, SEE SHEETS S201 AND S202.

22. FOR STEPPED FTG DETAIL, SEE DETAIL

23. FOR TYP IJ @ STEMWALL, SEE DETAIL

/3 S508

/12 S507

/2 S507

/10 S507

/1 S507

/7 S507

/5 S507

/2 S506

AA

BB

XX

YY

4.9

4.9

5.9

5.9

7.1

7.1

7.2

7.2

5' - 4" 5' - 4"

20 GA "B" ROOF

DK 3-SPAN MIN

SEE ROOF

FRAMING NOTE 3

1/ 2"

1'

5" 7"

EQ

S

PA

C

ES

'-5

9'

1/

2"

17' - 6" [REF] 8' - 9" [REF]

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

W10X15 W

8X

W10X15 W10X15

W 8X

W 8X

[C

W

X1

W

X1

W 8X

W 8X

W 8X

W10X15 ABOVE [C] W10X15

S522

S522

S522

S522

S522 ZZ

W8X15

18 GA "B" ROOF DK

3-SPAN MIN

SEE ROOF

FRAMING NOTE 3

W8X10

W8X10

T/STL EL = 35'-6"

W10X15 BELOW [C]

ST

EP

W8X10 W8X10

ALIGN W/ ELEV GUIDE RAIL

M O

VE

M

EN

T

JO

IN

T

T/STL EL = 30'-0"

COORD W/ EXIST EL

SIM

S522

S522

S522

S522

S522

S522

W 8X

S525

S524

S525

S525

S524

W 8X

W 8X

S524

SIM

TYP

C 3X

4.

C 3X

4.

1 C3X FLAT FIT UNDER DECK

HIGH FLUTE. COORD FINAL

LOCATION W/DECK

S522

ABV

BEL

6' - 0 1/2" 5' - 7 1/2" 3' - 3"

SIM

BF-Y

BF-X

BF

-4

.9

BF-Y

BF

-7

.1

BF

-5

.9

BF

-7

.2

S522

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NGI NE

I

TE

28283

NGTON

MEAN . O

AL

STRUCTUR ENGI NEER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

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3\ D oc um en ts

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EY

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/6

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:1 6:

A

M

S401

ENLARGED FOUNDATION AND

FRAMING PLANS

Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

420 8

3/8" = 1'-0"1 ENLARGED FOUNDATION PLAN

3/8" = 1'-0"2 ENLARGED 1ST FLOOR FRAMING PLAN

3/8" = 1'-0"3 ENLARGED 2ND FLOOR FRAMING PLAN

FLOOR/ROOF FRAMING NOTES

FOUNDATION NOTES

3/8" = 1'-0"4 ENLARGED ROOF FRAMING PLAN

X

Y

4.9

H

SS

7X 5X

1/

LS

V

S523

S523

S523

S523

H

SS

X2

X1 /4

L

SV

DOWN

UP

S523 1B

S523 3 1

S523 1B

S523 OPP

HD

9'

1/

2"

1"

S523

OPP

HD

S523 1B

TOC + 5' - 0"

X

Y

4.9

S523

S523S523

S523

S523

H

SS

7X 5X

1/

LS

V

H

SS

X2

X1 /4

L

SV

DOWN

UP

S523

S523

OPP

HD

OPP

HD

1B

S523 1B

9'

1/

2"

1"

S523

S523 1B

TOC + 15' - 6"

A

1 2

B

Z

H

SS

6X 4X

3/

L

SV

[G

AL

V]

HSS6X4X3/16 LSV

[GALV]

H

SS

6X 4X

3/

L

SV

[G

AL

V]

1 1/2" 20 GA

COMPOSITE METAL

DECK W/ 2" TOPPING

HSS6X4X3/16 LSV

[GALV]

HSS12X2X1/4 LSV [GALV]

HSS12X2X1/4 LSV [GALV]

HSS12X2X1/4 LSV [GALV]

HSS12X2X1/4 LSV [GALV]

1 1/2" 20 GA

COMPOSITE METAL

DECK W/ 2" TOPPING

HSS6X4X3/16 LSV

[GALV]

H

SS

6X 4X

3/

L

SV

[G

AL

V]

HSS6X4X3/16 LSV

[GALV]

H

SS

6X 4X

3/

L

SV

[G

AL

V]

1 1/2" 20 GA

COMPOSITE METAL

DECK W/ 2" TOPPING

H

SS

X2

X1 /4

L

SV

[G

AL

V]

H

SS

6X 4X

3/

L

SV

[G

AL

V]

+ 9' - 8 1/2" +/-

S523

S523

+ 12' - 10 1/2"

S523

SIM

S523

S523

SIM

S523OPP HD

SIM

S523

S523

S523

S523 5

S523

S523

S523

S523

OPP

HD

S525

S523 1B

S525

S525

S525

HSS12X2X1/4 LSV [GALV]

NORTH SIDE OF HSS 12X

STRINGER, SEE 1B/S523

FOR ADDL INFO

S523 1B

+ 21' - 0"

S525

S523

SIM

SIM

2A S525

H

SS

6X 4X

1/

LS

V

[G

AL

V]

HSS6X4X3/16

LSV [GALV]

S523

OPP

HD

TYP

S523

SIM

2B S525

A

1 2

B

BF

-3

.6

BF

-1

.2

Z

HSS4X4X3/16

HSS4X4X3/16

HSS4X

4X

3/1

HSS4X

4X

3/1

5" 1' - 0" 4' - 0" 1' - 0" 1"

1'

5" 6'

8"

2'

0"

[GALV]

[GALV]

[G

ALV

[G

ALV

1'

7" 3'

1/ 4"

1'

0"

2' - 0"

HSS4X

4X

3/1

HSS4X

4X

3/1

[G

ALV

[G

ALV

6' - 5" 5' - 7 1/2" 2' - 11" 5' - 8"

2'

6"

1' - 0"

1' - 0"HSS4X

4X

3/1

HSS4X

4X

3/1

6 HSS4X4X3/16

HSS4X

4X

3/1

[G

ALV

[G

ALV

[G

ALV

[GALV]

2'

0"

BF

-2

.5

BF-Y.9

2'

0"

BF-B

S509

S509

S509

S509

S509

1'

0" 5'

1/ 2"

/2

S509

0' - 0"

T/FTG

1' - 0"

1'

0"

(E) SHORT

RET WALL

BF-Y.4

FACE OF

VENEER

BF-Y.4

S510

ES

I

TA

ROF

P

BR

S

LLOF WASH

ER

ES I ONAL NGI NE

I

TE

28283

NGTON

MEAN . O

AL

STRUCTUR ENGI NEER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

C :\U se rs

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3\ D oc um en ts

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- S tru ct _a ju lia n2 3E

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/6

/2

:1 6:

A

M

S402

ENLARGED PLANS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1/2" = 1'-0"1 STAIR LANDING 1

1/2" = 1'-0"2 STAIR LANDING 2

1/2" = 1'-0"3 EXTERIOR STAIR FRAMING PLAN

1/2" = 1'-0"6 EXTERIOR STAIR FOUNDATION PLAN

BEND DIAMETER SCHEDULE

CROSSTIES

BEAM STIRRUPS

COLUMN TIESSPLICE

HOOKS AND BENDS

SPLICES FOR SUCCESSIVE

TIES TO BE PLACED AT

ALTERNATE CORNERS

BARS LARGER THAN #11

SHALL BE WELDED OR

MECHANICAL SPLICED

WALL BARS SHALL BE

TIED TOGETHER

ALTERNATE 90°AND135° ENDS

ON CONSECUTIVE CROSSTIES

db = BAR DIA

D = FINISHED INSIDE BEND DIAMETER

D = 6 db FOR #3 THRU #8 D = 8 db FOR #9, #10 AND #11 D = 10 db FOR #14 AND #18

CROSSTIE

HOOK AT

ADJACENT BARS

6 db MIN FOR #5 AND SMALLER 12 db MIN FOR #6, #7 AND #8

6 d b

3" M

IN

16 db EXTENSION

D D D D

2 1/2" MIN

4 db

6" M

IN

db

0' - 0 1/4"

6 db3" MIN

SEE 10/S500

1'-0" MIN

0' - 0 1 /4" 6 d b

3" M

IN

LA

P

1'- 6"

0' - 0 1 /4"

# 3 # 4 # 5 # 6 # 7 # 8 # 9

# 10 # 11

# 3

OTHER BARS

f'c = 4,000 to 5,000 PSI

TOP BARS

I

BAR SIZE

MINIMUM STRAIGHT DEVELOPMENT LENGTH (Ld)

"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH

OF CONCRETE CAST BELOW THEM.

IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THE

BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BAR

DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%.

NOTES:

1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2 1/2".

2. END COVER FOR 90 DEGREE HOOKS MUST BE EQUAL TO OR GREATER THAN 2".

MINIMUM LAP SPLICE LENGTHS (Ls) (CLASS B)

19" 25" 31" 37" 54" 62" 70" 79" 87"

15" 19" 24" 29" 42" 48" 54" 61" 67"

# 3 # 4 # 5 # 6 # 7 # 8 # 9

# 10 # 11

# 3

OTHER BARS

f'c = 4,000 to 5,000 PSI

TOP BARSBAR SIZE

"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH

OF CONCRETE CAST BELOW THEM.

IF CLEAR CONCRETE COVER IS LESS THAN 1x THE DIAMETER OF THE

BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) BAR

DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%.

25" 33" 40" 48" 71" 81" 91"

103" 114"

19" 25" 31" 37" 54" 62" 70" 79" 87"

I I

MINIMUM EMBEDMENT LENGTHS (Ldh) FOR STANDARD END HOOKS

# 3 # 4 # 5 # 6 # 7 # 8 # 9

# 10 # 11

# 3 f'c = 4,000 to 5,000 PSIBAR SIZE

6" 7" 9"

10" 12" 14" 15" 17" 19"

I I I

EQUIPMENT CURBS

EQUIPMENT PAD

(2) #4 CONT

(1) #4 CONT

#4 @ 18" DRILL

& GROUT W/

NON-SHRINK

GROUT INTO SLAB

1'-0" MAX SEE ARCH,

MECH, & ELEC, TYP

6" #4x @ 18" AROUND PERIMETER OF PAD, DRILL

& GROUT W/ EPOXY GROUT INTO SLAB, TYP

#4 @ 12" EACH WAY

CONC PAD f'c=3,000 PSI

CLEAN SURFACE PRIOR TO CONC POUR

9" MAX SEE ARCH,

MECH, & ELEC

3" MIN

1'-0" MAX

3 1 /2"

3 1 /2"

TY

P

0' - 0 3/ 8"

0'

- 0

3/ 8"

0'

- 0

1/ 8"

0' - 0 3/ 8"

0'

- 0

1/ 2"

0'

- 0

1/ 8"

6" TO 8", SEE ARCH,

MECH & ELEC

0' - 0 3/ 4"

9" TO 1'-6", SEE ARCH,

MECH & ELEC

PLUMBING PER

MECHANICAL

ALTERNATE DETAIL

1' -4

" M

IN

BACKFILL W/ ASTM C33

NO. 67 AGGREGATE

(2'-0" MIN, 3'-0" MAX)

AS REQ'D FOR PLUMBING INSTALLATION

4" M

IN

4" MIN

PLUMBING PER

MECHANICAL

(2) #4 BOT

AS REQ'D FOR PLUMBING INSTALLATION

2" M

IN

6" M

IN

#4 @ 18" OC IN EPOXY

GROUTED HOLES, EMBED 4".

#4 @ 18" OC CONT

TOP, (2) BARS MIN

SAWCUT EXIST

SLAB TYP

SEE PLUMBING AND ARCH

(2'-0" MIN, 3'-0" MAX)

COORD W/

PLUMBING

CAPILLARY WATER

BARRIER, SEE SPECS

#4 @ 18" OC

(2) BARS MIN

#5 @ 16" OC EW

CENTERED IN WALL W/

MATCHING DOWELS IN

EPOXY-GROUTED HOLES,

TYP. MIN (2) DOWELS

EACH SIDE, EMBED 5"

NOTES:

1. DO NOT CUT, DAMAGE, OR REMOVE EXISTING REINF.

CONC INFILL WALL TO

MATCH THICKNESS OF

(E) CONC WALL

(E) CONC WALL

TY

P

8"

5" TYP

8mm (5/16") DIA HELICAL TIE @

16" OC HORIZ & 18" OC VERT.

SEE GSN FOR HELICAL TIE

REQUIREMENTS

(E) BRICK VENEER

TO REMAIN

(E) HOLLOW CLAY

TILE TO REMAIN

PLAN VIEW

NOTES:

1. LOCATE HELICAL TIE IN HORIZONTAL BED JOINT.

2. DO NOT USE ROTO HAMMER SETTING WHEN DRILLING.

WALL UPGRADE AT BUILDING

INTERIOR. SHOTCRETE OR LIGHT

GAUGE STRONGBACK PER PLAN

1 1/2" MIN AT CONC

(E) HOLLOW CLAY TILE

WALL TO REMAIN

(E) 4" VENEER,

WHERE APPLIES

EPOXY MASONRY ANCHOR

PER GSN. PROVIDE SCREEN

TUBES AT EA ANCHOR, SEE

NOTES 1 & 2

NOTES:

1. WHERE HOLLOW CLAY TILE FACE SHELLS ARE DAMAGED, GROUT

CELL SOLID PRIOR TO INSTALLING EPOXY-GROUTED DOWELS

2. DO NOT USE ROTO HAMMER SETTING WHEN DRILLING.

3. SEE GENERAL STRUCTURAL NOTES FOR ANCHOR TESTING REQUIREMENTS.

PLAN VIEW

NEW SHOTCRETE PER

PLANS & SW ELEVATIONS

1 1/2" MIN COVER

#4 REBAR HOOK SPACED @

24" OC EA WAY, EMBED 4".

SEE NOTE 3.

(E) CONCRETE

WALL TO REMAIN

SHOTCRETE SW PER PLAN,

REINF PER SW ELEVATIONS

#4 REBAR HOOK SPACED @ 36" EA

WAY. DRILL AND EPOXY PRIOR TO

SHOTCRETE WALL POUR. EMBED

4" IN (E) CONC

PLAN VIEW

1/4" DIA CONC OR MASONRY

SCREW. SEE GSN FOR SCREWS

INTO CONCRETE OR HOLLOW

CLAY TILE FROM LIGHT GAUGE

STRONGBACK WALLS

(E) BRICK VENEER

TO REMAIN

(E) HOLLOW CLAY

TILE TO REMAIN

PLAN VIEW

SEE ARCH FOR

FINISHES ON INT

12 GAGE (50 KSI) CLIP W/ 2"

LEGS @ 36" VERTICALLY

ALONG STUD. SECURE TO

STUDS WITH (2) #12 SCREWS

METAL STUDS

PER 14/S526

(E) BRICK VENEER

ANCHORS PER 7/S500

PLAN VIEW

HORIZ REINF

PER SW ELEV

CONC SW PER PLAN W/

REINF PER SW ELEV

(E) HCT WALL

VERT REINF

PER SW ELEV

41400

A

A

FO

PR

NI

SE S O

ST

WFO

A

ET

EE

L NE

IG

N R

N

SHI

O

NGT

GNEARU

TC

UR

TS

E R

NI

E

L

BR

IAN

Y. MATSUMOTO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

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3\ D oc um en ts

\6

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EY

LW

.rv t

/6

/2

:1 7:

A

M

S500

TYPICAL CONCRETE DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

NTS4 TYP REINF BAR BEND & LAP DETAILS

NTS10 DEVELOPMENT & SPLICE LENGTH TABLES

NTS3 TYP CURB & PAD ON CONC SLAB

3/4" = 1'-0"1 SLAB PATCH DETAIL @ PLUMBING TRENCH

NTS9 CONC INFILL WALL @ EXIST OPENING

1 1/2" = 1'-0"6 EXT BRICK VENEER ANCHOR TO HCT

1 1/2" = 1'-0"7 SHOTCRETE ANCHOR TO HCT

1 1/2" = 1'-0"8 SHOTCRETE ANCHOR TO (E) CONC

1 1/2" = 1'-0"13 STRONGBACK WALL TO HCT

1 1/2" = 1'-0"12 SHOTCRETE ANCHOR AT PIER END

B

(E) SLAB

ON GRADE

(E) GRADE BEAM AND

SPANDREL PER PLAN

(E) BRICK VENEER

TO REMAIN

APPROX FINISHED GRADE

(E) HOLLOW CLAY TILE

WALL TO REMAIN

SHOTCRETE WALL. SEE SW ELEVATIONS

FOR REINF AND 1,2,3,4/S501 FOR

REQUIREMENTS AT CONNECTIONS TO

ADJACENT COLUMNS

(E) SPREAD

FOOTING BEYOND

FOOTING AT

SHOTCRETE WALLS

(E) REINFORCING TO REMAIN

UNDISTURBED. LAP NEW AND

EXISTING REINFORCING PER 10/S500

(3) #6 CONT

EPOXY #5 X 1'-6" REBAR,

EMBED 4" MIN. AVOID (E) REINF

BOT OF FTG TO MATCH

BOT OF (E) GRADE BEAM

#5 DOWELS TO MATCH SW VERT REINF

#4 @ 16" OC TOP REINF EA

WAY, EPOXY GROUT TRANS

REINF 4" IN SOG, EMBED 4"

BOT REINF #5 @ 12" OC

ANCHORS PER 7/S500

EXTEND FTG

TO EDGE OF

(E) SPREAD

FTG BEYOND

Ls P

ER

0/ S5

6"

BASEMENT FLOOR

0' - 0"

CONCRETE WALL & REINF

PER SW ELEVATIONS

(E) CONC SOG

DOWELS PER 11/S501

NOTES:

1. DEPTH OF FTG VARIES AT SIM

2. SEE 11/S501 FOR INFORMATION NOT SHOWN

(E) SPREAD FTG BEYOND

CONT REINF PER 11/S501

ANCHORS PER 8/S500

(E) CONC WALL AND

STEM WALL PER PLAN

N O

TE

#5 X @ 12" OC

BASEMENT FLOOR

0' - 0"

GRID

CONC SHEAR

WALL PER PLAN

WALL REINFORCING PER

SW ELEVATIONS ON S203

CONTINUOUS STRIP

FOOTING (TO MATCH BOT

OF (E) FTG), (3) #5

CONTINUOUS BARS T&B,

CONNS PER NOTE 1.

THICKENED FOOTING TO

BEAR ON EXISTING

FOOTING AT GRID B

NOTES:

1. DOWEL INTO (E) SPREAD FOOTINGS

AT SHEAR WALL ENDS W/ (6) #5

ADHESIVE BAR ANCHORS

2. (E) CONC COL AT WALL END @ SIM,

NOT BEYOND

(E) HCT WALL

(E) CONC COL BEYOND.

DOWEL SW REINF TO (E)

ELEMENTS SIM TO /2 S501

(E) SLAB CUTS & INFILL,

SEE S100 & 1/S500

ANCHORS PER 7/S500

6"

2' - 0"

#4 @ 16" OC EA WAY

BOT REINF #5

@ 12" OC

PLAN VIEW

(E) VENEER ANCHORS

TO REMAIN

(E) CONCRETE

COLUMN

(E) HOLLOW CLAY

TILE WALL

6" SHOTCRETE WALL,

SEE SW ELEVATIONS

FOR REINF

SHOTCRETE

ANCHORS PER 7/S500

#5 DOWEL @ 12" OC, DRILL & EPOXY,

EMBED 4" MIN AND EXTEND Ld INTO

WALL, TYP AT ALL FACES OF SHEAR

WALL

(E) 4" VENEER

NOTES:

1. ORIENTATION VARIES

2. ADJACENT TO OPENINGS WHERE OCCURS. PROVIDE #5 ADHESIVE

BAR ANCHOR ABOVE AND BELOW OPENINGS PER DETAIL

3. SHEAR WALLS ON ONE SIDE OF EXISTING COLUMN, WHERE

APPLICABLE

FACE OF CONC COL

WHERE OCCURS, SEE

PLAN

INSERT DOWELED REINF AT

22.5° ANGLE WHERE SW

EDGE EXTENDS 2" OR MORE

PAST EDGE OF (E) COL

BASEMENT FLOOR

0' - 0"

(E) SLAB ON GRADE

#5 J DOWELS TO MATCH

SHEAR WALL VERT REINF

(E) CONCRETE WALL AND

STEMWALL PER PLAN

CONC WALL AND REINF PER

SHEAR WALL ELEVATIONS

BOT OF THICKENED

SLAB FTG TO MATCH

BOT OF (E) STRIP FTG

#4 @ 16" OC TOP EA WAY,

DOWELED TO (E) SLAB IN EPOXY

GROUTED HOLES, EMBED 4"

(3) #6 CONT .

CHIP TOE (E) FTG FLUSH

WITH INSIDE FACE OF

WALL AND ROUGHEN TO

1/4" AMPLITUDE

(E) SPREAD FTG BEYOND

ANCHORS PER 8/S500

EXTEND FTG TO EDGE OF

(E) SPREAD FTG BEYOND.

MIN WIDTH 2'-2"

Ls P

ER

0/ S5

6"

BASEMENT FLOOR

0' - 0"

(E) SLAB ON GRADE

(E) CONCRETE WALL AND

STEMWALL PER PLAN

CONC WALL AND REINF PER

SHEAR WALL ELEVATIONS

DOWELS TO MATCH SHEAR WALL VERT

REINF INTO (E) SPREAD FOOTING IN EPOXY-

GROUTED HOLES, EMBED 12". PROVIDE MIN

(2) DOWELED VERTS EA END OF EA SW

CONT REINF PER 11/S501

(E) CONC SPREAD

FTG PER PLAN

NOTES:

1. FOR CALL-OUTS IN COMMON SEE

2. DEPTH VARIES AT SIM, FOR CALLOUTS

IN COMMON AT SIM, SEE 9/S501

/11 S501

ANCHORS PER 8/S500

DOWELS

N O

TE

PLAN VIEWNOTES:

1. ORIENTATION VARIES

2. LIGHT GAUGE STRONGBACK WALL

NOT PRESENT AT SIM ON S100

3. FOR INFORMATION NOT SHOWN, SEE /4 S501

(E) CONC COLUMN

(E) CONC WALL @ SIM

SHOTCRETE ANCHORS

PER 7/S500

(PER 8/S500 AT CONC WALLS)

STRONGBACK ANCHORS

PER 13/S500

#5 DOWELS IN EPOXY GROUTED HOLES

TO MATCH HORIZ WALL REINF. EMBED 4".

PROVIDE LAP SPLICE PER 10/S500

PLAN VIEW

NOTES:

1. ORIENTATION VARIES

2. LIGHT GAUGE STRONGBACK WALL NOT

PRESENT AT SIM

3. FOR INFORMATION NOT SHOWN, SEE

(E) CONC COLUMN

/4 S501

22.50°

SHOTCRETE ANCHORS

PER 7/S500

(PER 8/S500 AT CONC WALLS)

STRONGBACK

ANCHORS PER 13/S500

#5 DOWEL PER 4/S501 (E) HCT WALL

((E) CONC WALL AT SIM.)

SHOTCRETE SW PER PLAN. SEE

SW ELEVATIONS FOR REINF

(E) VENEER

TO REMAIN

EXTERIOR HCT

WALL TO REMAIN

DEMOLISH HCT WALL

FOR SHOTCRETE SW STRONGBACK

WALL PER PLAN

PLAN VIEW

SHOTCRETE ANCHORS

PER 7/S500, TYP

LAP #5 CORNER

REINF PER 10/S500

STRONGBACK ANCHORS

PER 13/S500

NOTE:

1. ORIENTATION VARIES

INTERIOR HCT

WALL TO REMAIN

BASEMENT FLOOR

0' - 0"

B

(E) SLAB

ON GRADE

(E) GRADE BEAM AND

SPANDREL PER PLAN

NEW SHOTCRETE WALL. SEE SW

ELEVATIONS ON S203-S206 FOR

REINFORCING STEEL AND 2,3,4/S501

FOR REQUIREMENTS AT CONNECTIONS

TO ADJACENT COLUMNS

(E) FOOTING

(E) REINFORCING TO REMAIN

UNDISTURBED. LAP NEW AND

EXISTING REINFORCING

NOTE:

1. FOR CALLOUTS IN

COMMON, SEE 12/S501

DOWELS TO MATCH SW VERT REINF INTO (E)

FTG IN EPOXY GROUT, EMBED 7" MIN. PROVIDE

MIN (2) DOWELED VERTS EA END OF EA SW

Ls P

ER

0/ S5

41400

A

A

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BR

IAN

Y. MATSUMOTO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

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\6

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A

M

S501

FOUNDATION DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

3/4" = 1'-0"12 EXTERIOR SHOTCRETE WALL UPGRADE

3/4" = 1'-0"9 EXTERIOR SHOTCRETE WALL UPGRADE

3/4" = 1'-0"8 INTERIOR SHOTCRETE WALL UPGRADE

1 1/2" = 1'-0"4 SHEAR WALL CONNS TO (E) COL

3/4" = 1'-0"11 EXTERIOR SHOTCRETE WALL UPGRADE

3/4" = 1'-0"10 EXTERIOR SHOTCRETE WALL UPGRADE

1 1/2" = 1'-0"2 SHEAR WALL & STRONGBACK CONNS TO (E) COL

1 1/2" = 1'-0"3 SHEAR WALL & STRONGBACK CONNS TO (E) COL

1 1/2" = 1'-0"1 SHEAR WALL CONNS @ INT SHEAR WALL

3/4" = 1'-0"7 EXTERIOR SHOTCRETE WALL UPGRADE

LIGHT-GAUGE METAL STRONGBACK

WALL. SEE 2 AND 3/S501 FOR

REQUIREMENTS AT CONNECTIONS TO

ADJACENT COLUMNS (E) 4" VENEER TO REMAIN

MTL STUD WALL PER

PLAN & SHEET S526

TRACK PER 10/S526. FASTEN

TO CONC PER 10/S526

(E) CONC SOG

(E) CONC GRADE BEAM

(E) HOLLOW CLAY TILE

WALL TO REMAIN

ANCHORS PER 13/S500BASEMENT FLOOR

0' - 0"

S502

(E) CONC WALL

(E) SOG

(E) CONC PIT

Ls

SHOTCRETE SW

PER PLAN

(E) FTG BEYOND

#5 DOWELED REINF T&B EA

WAY DRILL & EPOXY, EMBED 4".

PROVIDE Ls PER 10/S500

DOWELED REINF SIM TO

9/S501 AT INFILL TOP REINF

CONT REINF

OF 9/S501

(2) #6 X 6'-0" BOT

BASEMENT FLOOR

0' - 0"

F

S502

S501

(E) CONC WALL

PIT INFILL

CORE 3/4" DIA HOLE IN PIT

WALL FOR FTG REINF TO

PASS THROUGH. PROVIDE

LAP SPLICE PER 10/S500

#5 TOP & BOTTOM

@ 16" OC EA WAY

AT PIT

FOOTING REINF

PER 9/S501

#5 DOWELED REINF,

EMBED 4". DRILL AND EPOXY,

PROVIDE Ls PER 10/S500

CHIP (E) PIT WALL TO

PROVIDE CONT TOP REINF

BASEMENT FLOOR

0' - 0"

S502

(E) CONC WALL

PIT INFILL

DEMOLISH (E) PIT WALL

TO PROVIDE CLEARANCE

FOR WALL AND FTG

REINF

(E) SOG

(E) PIT

PE

R

0/

S5

Ls

SHOTCRETE SW PER PLAN

DOWELED REINF SIM TO

11/S501 AT INFILL TOP REINF

#5 DOWELED REINF T&B @ 16" OC

DRILL & EPOXY, EMBED 4".

PROVIDE Ls PER 10/S500

BASEMENT FLOOR

0' - 0"

F

S502

(E) CONC WALL

(E) CONC PIT

(E) FTG BEYOND

S501

CORE 3/4" DIA HOLE IN PIT

WALL FOR FTG REINF TO

PASS THROUGH. PROVIDE

LAP SPLICE PER 10/S500

CHIP (E) PIT WALL TO

PROVIDE CONT TOP REINF

PIT INFILL

#5 DOWELED REINF, TYP.

EMBED 4". DRILL & EPOXY.

PROVIDE Ls PER 10/S500

3/4" = 1'-0"12 EXTERIOR STRONGBACK WALL UPGRADE

41400

A

A

FO

PR

NI

SE S O

ST

WFO

A

ET

EE

L NE

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N R

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SHI

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BR

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

\a ju lia n2

3\ D oc um en ts

\6

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/6

/2

:1 7:

A

M

S502

FOUNDATION DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

3/4" = 1'-0"10 PIT INFILL DETAIL

3/4" = 1'-0"11 PIT INFILL DETAIL

3/4" = 1'-0"6 PIT INFILL DETAIL

3/4" = 1'-0"7 PIT INFILL DETAIL

GRID

NOTES:

1. JOISTS PARALLEL AT SIM

2. FOR CALLOUTS IN COMMON SEE 12/S502

(E) CONC BEAM

FLOOR LEVEL

(E) BRICK VENEER

TO REMAIN

(E) HOLLOW CLAY

TILE WALL TO

REMAIN, TYP

(E) HOLLOW CLAY

TILE WALL TO

REMAIN, TYP

ANCHORS TO HCT

PER 13/S500 TYP

LIGHT-GAUGE METAL

STRONGBACK WALL PLAN & PER

SHEET S526. SEE 2 & 3/S501 FOR

REQUIREMENTS AT CONNECTIONS

TO ADJACENT COLUMNS

TRACK AND CLIP CONN PER 10/S526,

FASTEN TO CONC PER 14/S526

LIGHT-GAUGE METAL

STRONGBACK WALL PLAN & PER

SHEET S526. SEE 2 & 3/S501 FOR

REQUIREMENTS AT CONNECTIONS

TO ADJACENT COLUMNS

GRID

(E) HOLLOW CLAY TILE

WALL TO REMAIN TYP

(E) CONC SLAB, JOIST

AND BEAM PER PLAN

(E) BRICK VENEER

CORE THROUGH (E) BM FOR #5 DOWEL,

SPACING OF CORES TO MATCH REINF

SPACING, POUR BACK WITH GROUT ONCE

DOWELS INSTALLED AND LEVEL BELOW CURED

EPOXY #5 REBAR @ 18" OC,

EMBED 4" TO 6", SCAN TO

AVOID (E) REINF

(E) HCT WALL AND BRICK

VENEER OR CONC WALL

BELOW PER PLAN

SHOTCRETE SHEAR WALL TYP, SEE SW

ELEVATIONS FOR REINF REQUIREMENTS

AND 1,2,3, & 4/S501 FOR REQUIREMENTS AT

CONNECTIONS TO ADJACENT COLUMNS

HCT ANCHORS PER 7/S500 TYP,

CONC ANCHORS PER 8/S500 TYP

FLOOR LEVEL

#5 DOWEL PER SW ELEVATIONS

GRID

INFILL SLAB PER

PLAN & 3/S510

NOTES:

1. SCAN (E) CONC BM FOR REINF. DO NOT CUT, DAMAGE,

OR REMOVE EXISTING REINF

2. FOR CALLOUTS IN COMMON SEE 12/S503

(E) CONC SLAB AND

BEAM PER PLAN

SHOTCRETE SHEAR WALL TYP.

REINF PER SW ELEVATIONS

FLOOR LEVEL

(E) HOLLOW CLAY TILE

WALL TO REMAIN TYP

DOWEL REINF TO MATCH

SLAB REINF, EMBED 5" MIN

ROUGHEN (E) CONC TO

1/4" AMPLITUDE PRIOR

TO POURING CONCRETE

ANCHORS PER 7/S500 TOP REINF PER 3/S510

LINTEL REINF PER SW ELEVATIONS

NOTES:

1. DO NOT CUT, DAMAGE, OR REMOVE EXISTING REINF.

1" DIA HOLE, FILL VOID WITH

EPOXY-GROUT PER NOTE 1

#3 X @ 12" OC TO MATCH

NEW SHOTCRETE WALL VERTS

(E) CONC BM (FIELD VERIFY)

(E) FLOOR SLAB (E) HOLLOW CLAY TILE

TO REMAIN

(E) BRICK VENEER

TO REMAIN

WDW OPG

WDW OPG

Ld

ANCHORS PER 7/S500

(E) FLOOR SLAB INFILL SLAB PER PLAN

(E) JOIST BEYOND

FLOOR LEVEL

NOTES:

1. DO NOT CUT, DAMAGE, OR REMOVE EXISTING REINF.

(E) CONCRETE BEAM

CHIP & ROUGHEN (E) CONC

SURFACE TO 1/4" AMPLITUDE PRIOR

TO CASTING CONC, TYP

#4 X 2'-0" DOWELS @ 12" OC

IN EPOXY GROUTED HOLES,

EMBED 5"

FLOOR LEVEL

LIGHT-GAUGE METAL

STRONGBACK WALL PLAN & PER

SHEET S526. SEE 2 & 3/S501 FOR

REQUIREMENTS AT CONNECTIONS

TO ADJACENT COLUMNS

TRACK PER 10/S526,

FASTEN TO CONC

PER 14/S526

(E) CONC WALL PER PLAN

FLOOR LEVEL

(E) BRICK VENEER

TO REMAIN

(E) HOLLOW CLAY

TILE WALL TO

REMAIN, TYP

NOTES:

1. JOISTS PARALLEL AT SIM.

2. FOR CALLOUTS IN COMMON SEE 12/S502

ANCHORS TO HCT

PER 13/S500

GRID

(E) HOLLOW CLAY TILE

WALL TO REMAIN TYP

(E) CONC SLAB, JOIST

AND BEAM PER PLAN

(E) BRICK VENEER

SHOTCRETE SW PER

PLAN. SEE 12/S503 FOR

MORE INFORMATION

(E) PORCH ROOF

FRAMING

HELICAL TIES PER 6/S500

ENTIRE WALL LENGTH

NOTE:

1. INTERIOR STRONGBACK WALL AT SIM.

SEE 4/S503 FOR MORE INFO AT SIM

NOTE:

1. PREPARE CONCRETE AND REBAR SURFACE BY SAND BLASTING OR MECHANICAL MEANS

SUCH AS A WIRE BRUSH. FINISH SURFACE TO MATCH ORIGINAL PROFILE.

(E) CONC SLAB AND FRAMING

APPLY GROUT OR PATCH

MATERIAL PER NOTE 1

CHIP AROUND PERIPHERY OF

SPALLED AREA AND REMOVE

DETERIORATED MATERIAL TO

A LEVEL OF SOUND

CONCRETE PER NOTE 1

APPROXIMATE EXTENT OF

SPALLING OF (E) CONC

(E) EXPOSED REINF

2"

1" = 1'-0"12 EXTERIOR SHEAR WALL UPGRADES

1" = 1'-0"4 EXTERIOR STRONGBACK WALL UPGRADE

1" = 1'-0"8 INTERIOR SHEAR WALL

41400

A

A

FO

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SE S O

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WFO

A

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L NE

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N R

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SHI

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NGT

GNEARU

TC

UR

TS

E R

NI

E

L

BR

IAN

Y. MATSUMOTO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

BLUE TRIDENT, LLC

7829 NE ESPERIONE LN

BAINBRIDGE ISLAND, WA 98110

206-972-0645

EMMANUEL (MANNY) BAUTISTA, PE, F.SAME

REID MIDDLETON, INC

728 134TH ST SW, SUITE 200

EVERETT, WA 98204

425-741-3800

BRIAN Y. MATSUMOTO, PE SE

C :\U se rs

\a ju lia n2

3\ D oc um en ts

\6

-2 1-

- B ui ld in g

- S tru ct _a ju lia n2 3E

EY

LW

.rv t

/6

/2

:1 7:

A

M

S503

FLOOR FRAMING DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

1" = 1'-0"10 EXT SHEAR WALL UPGRADES @ WINDOW OPNGS

1" = 1'-0"7 INFILL SLAB @ LANDING

1" = 1'-0"11 EXT SHEAR WALL UPGRADES ABV (E) CONC WALL

1" = 1'-0"6 EAST/WEST PORCH FRAMING SUPPORT

NTS1 CONCRETE BEAM PATCH