653-21-102_Roseburg Renovate Bldg 3 IFC Drawings Part4.pdf

(E) ATTIC

31' - 6"

(E) CONC SLAB, JOIST

AND BEAM PER PLAN

SHOTCRETE WALL TYP. SEE SW

ELEVATIONS FOR REINFORCING

REQUIREMENTS AND 2,3,4/S501 FOR

REQUIREMENTS AT CONNECTIONS

TO ADJACENT COLUMNS

(E) RAFTERS TO REMAIN

(E) WOOD PLATE AND

AB TO REMAIN

#5 X 2'-0" TO MATCH SHOTCRETE

WALL REINF IN EPOXY GROUTED

HOLES, EMBED 4"

HCT ANCHORS PER 7/S500

NOTES:

1. JOIST PARALLEL AT SIM

2. DO NOT CUT, DAMAGE, OR REMOVE (E) REINF

#4 DOWELS SIM TO 8/S500

@ 18" OC. SEE NOTE 2

(E) ATTIC

31' - 6"

NOTES:

1. JOIST PARALLEL AT SIM

2. FOR CALLOUTS IN COMMON SEE 12/S502

3. WALLS ABOVE (E) ATTIC ELEVATION PRESENT AT

DORMERS ONLY, SEE PLANS

(E) CONC BEAM PER PLAN

(E) 4" VENEER TO

REMAIN AT DORMER

(E) HOLLOW CLAY TILE

WALL AT DORMER TO

REMAIN

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 PER 10/S526, FASTEN

TO CONC PER 14/S526

(E) ATTIC

31' - 6"

(E) ATTIC SLAB

NOTES:

1. DO NOT CUT, DAMAGE, OR REMOVE EXISTING

REINF. SCAN ATTIC SLAB FOR REINFORCING

PRIOR TO DRILLING.

2. LOCATE PLYWOOD SW ABOVE CONC SW BELOW.

3. FOR CALLOUTS IN COMMON, SEE

(E) CONC ATTIC FRAMING, TYP

(E) CONC JOISTS

GRID

/10 S505

(E) INTERIOR HOLLOW

CLAY TILE WALLSHOTCRETE SW BELOW, SEE

SW ELEVATIONS FOR REINF

3/4" X 16" THREADED ROD W/ DBL HEX

NUT AT EMBEDDED END. INSTALL PRIOR

TO SHOTCRETE WALL INSTALLATION.

SEE SW SCHED FOR SPACING

1 1/4" DIA HOLE PER NOTE 1,

FILL VOID WITH EPOXY-GROUT

ANCHORS PER 7/S500

#4 DOWELS SIM TO 8/S500 @

18" OC. EMBED 4" PER NOTE 1

(E) ATTIC

31' - 6"

(E) ATTIC SLAB

NOTES:

1. LOCATE SW TO AVOID JOISTS BELOW. SCAN (E) ATTIC

SLAB PRIOR TO DRILLING OF ANCHOR RODS TO AVOID

REINFORCING.

3/4" THREADED ANCHOR ROD &

PL WASHER, SEE SW SCHED FOR SPACING

STUD WALL PER PLAN

SW SHEATHING AND

NAILING PER SW SCHED

1/4 X 2 1/2" SQUARE

PLATE WASHER

(E) CONC JOISTS

PT 3X BOTTOM PLATE PER SW SCHED

1 1/4" DIA HOLE PER NOTE 1.

FILL VOID WITH EPOXY GROUT

CONDITION A CONDITION B CONDITION C

NOTES:

1. VERIFY ATTIC SHEAR WALL LOCATIONS AND CORRESPONDING TOP PLATE CONNECTIONS WITH ENGINEER AFTER SCANNING EXISTING SLAB BELOW FOR REINFORCEMENT STEEL PRIOR TO WALL PLACEMENT. REFER

TO 10/S505 & 11/S505 FOR BOTTOM PLATE CONNECTIONS AND SW SCHED FOR SHEAR WALL

REQUIREMENTS.

2X BLKG

@ 24" OC

CONT SLOPING

DBL TOP PLATE

SECURED WITH

8d @ 6" OC

A35 @ 24" OC

A35 EACH END

A35 SPACED

@ 16" OC

2X12 BLKG

BTWN STUDS

SHEATHING

PER SW SCHED

(E) ROOF SHEATHING

AND ROOFING TO

REMAIN, TYP

(E) JOIST, TYP

SEE CONDITION A FOR

CALLOUTS IN COMMON

PANEL NAILING

PER SW SCHED

EL VARIES

SW NAILING PER

SW SCHED, TYP

SECURE SLOPING 2X

TOP PLATE TO (E) ROOF

DECK WITH 8d NAILS

STAGGERED @ 6" OC

TOP PLATE CONNS PER

SW SCHED PANEL NAILING

PER SW SCHED

SEE CONDITION A FOR

CALLOUTS IN COMMON

(E) HOLLOW CLAY

TILE TO REMAIN

(E) FASCIA

(E) BRICK VENEER

TO REMAIN

(E) ROOF SHEATHING

6X6 WOOD POST BELOW

RIDGE BEAM. PROVIDE

METAL STUD EACH SIDE OF

POST, ATTACH SIM TO 2/S501

6X6 POST CAP

(E) ROOF FRAMING(E) RIDGE BEAM

NOTE:

1. CLIP BLKG TO (E) FRAMING WITH A35 EA END.

(E) HOLLOW CLAY

TILE TO REMAIN

(E) FASCIA TO REMAIN

(E) BRICK VENEER

TO REMAIN

(E) ROOF SHEATHING

LIGHT GAUGE STRONGBACK

WALL PER PLAN, SEE 4/S503

FOR MORE INFORMATION.

ATTACH MTL STUDS TO

ADJACENT POST SIM TO 2/S501 ANCHORS TO HCT

PER 13/S500

2X BLKG AT BRACE

END PER NOTE 1.

2X6 BRACE SPACED AT 48" OC.

PROVIDE A35 CLIP AT WALL

END & (4) SDS 1/4 X 3 WOOD

SCREWS AT BLKG END

(E) ROOF FRAMING

1" = 1'-0"12 EXTERIOR ATTIC & ROOF UPGRADES

1" = 1'-0"8 EXTERIOR ATTIC & ROOF UPGRADES

41400

A

A

FO

PR

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SE S O

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A

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EE

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N R

N

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

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A

M

S505

ROOF 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"11 INT ATTIC SHEAR WALL @ SHEAR WALL BEL

1" = 1'-0"10 INTERIOR ATTIC SHEAR WALL AT ATTIC SLAB

1 1/2" = 1'-0"7 SLOPED ATTIC SHEAR WALL TOP PLATE CONN

1" = 1'-0"6 ATTIC STRONGBACK WALLS @ DORMER RIDGE BM

1" = 1'-0"4 ATTIC DORMER STRONGBACK WALLS

Revisions: Date:

BASEMENT FLOOR

0' - 0"

GL

STOREFRONT CONN TO

SLAB PER MFR

3/4" CHAMFER

11"

T/FTG

SEE PLAN

ROUGHENED CJ

SOG & REINF SEE PLAN

EQ 8" EQ

1/

2"

2"

FG

SEE CIVIL

#5 VERT W/STD 90° HK

EE @12" OC ALT BOT HK

3" CLR

3" C

LR

#5 CONT T&B

STRIP FTG SIZE & REINF

SEE PLAN & SCHED

BASEMENT FLOOR

0' - 0"

T/MAT

-4' - 0"

X

ROUGHENED CJ

3/4" CHAMFER ELEV +0'-2"

NOTE:

FOR ITEMS NOT CALLED OUT,

SEE /6 S506

FG

SEE CIVIL

ELEVATOR

(2 '-0

" M

AX

C O

O R

D W

/ E

LE

V M

FR

2' - 0" 2' - 0"

#6 VERTS @ 12" OC

W/STD 90° HK EE

3" CLR

3" C

LR

2" CLR

1/

2" C

LR

1'

4"

#6 @ 12" OC EA WAY T&B#6 @ 12" OC EA WAY T&B

FILTER FABRIC PER

GEOTECH REPORTS

BASEMENT FLOOR

0' - 0"

AB

IJ

NEWEXIST

5" SOG SEE PLAN

(E) PORCH SLAB TO

BE DEMOLISHED

SHOWN DASHED

Z

(E) 9" X 36" SPANDREL

BEAM BTWN COLS

2" CLR

BASEMENT FLOOR

0' - 0"

8" 7" 3 1/2"

GL

FG

SEE CIVIL

ROUGHENED CJ

STRUCT FILL

3/4" CHAMFER ELEV +0'-2"

IJ @ CONC CLOSURE

HSS COL SEE PLAN

SPREAD FTG CENTERED

ON COL, SEE PLAN

IJ

1 1/2" NON-SHRINK GROUT

SOG REINF WHERE

OCCURS, SEE PLAN

3" CLR

NOTE:

1. FOR ITEMS NOT CALLED

OUT, SEE

2. RUN STRIP FTG REINF

CONTINUOUS THRU

SPREAD FTG

/2 S506

T/FTG

SEE PLAN

CLR

2"

ANCHORED VENEER, SEE SPECS

BASE PL SEE DET 9B/S507

1 1/2" CLR

1 1/2" CLR

BASEMENT FLOOR

0' - 0"

T/FTG

-1' - 1 1/2"

STRUCT FILL

SOG REINF WHERE

OCCURS, SEE PLAN

ROUGHENED CJ

FG

SEE CIVIL

3/4" CHAMFER

IJ PER 2/S507

ELEV +0'-2"

GL

3" C

LR

3" CLR 3" CLR

2" C

LR 3" CLR

5" 1' - 3" 5"

3 1/2"

2" C

LR

NOTE:

PROVIDE STUD WALL AB @ 4" OC

FROM EA END & 48" OC MAX BTWN

(2 MIN FOR SHORT TK SECTIONS)

1/2"⌀ F1554 GR 36 THRD ROD W/SIMPSON

BP 1/2 - 3 WASHER @ 48" OC & 6" EMBED

7" 3 1/2"

5/8"

STRIP FTG SIZE & REINF,

SEE PLAN & SCHED

#5 @ 12" OC ALT BOT HK

#5 HORIZ @ 12" OC

600S162-54 STUD @ 16" OC

W/ 600T150-54 BOT TKANCHORED VENEER, SEE SPECS

3 1/2" 2" CLR

SEE PLAN

PERIMETER INSUL WHERE

OCCURS SEE ARCH

BASEMENT FLOOR

0' - 0"

T/MAT

-4' - 0"

7.2

8" 10 1/2" 5"

1' - 11 1/2"

2" C

LR

1'

4" 4'

0"

3" CLR

2" C

LR

1 1/2" CLR

/2 S506

#5 VERT OF @ 12" OC

W/STD 90° HK EE

FG

SEE CIVIL

ROUGHENED CJ

GRANULAR SELECT

STRUCT FILL

3/4" CHAMFER ELEV +0'-2"

#5 HORIZ @ TOP, BOT

& 12" OC BTWN EF

#5 VERT IF @ 12" OC

W/STD 90° HK EE

NOTES:

1. FOR ITEMS NOT CALLED OUT, SEE

2. f 'c =6 KSI @ ELEV PIT WALL

GRAVEL

DRAINAGE

BLANKET

1' - 0"

C

LR2"

ELEVATOR

HSS COL & BASE PL

WHERE OCCURS

SEE PLAN & 9A/S507

C

LR3"

#6 @ 12" OC EA

WAY TOP & BOT

1'

0"

2" C

LR

4"

BASEMENT FLOOR

0' - 0"

T/MAT

-4' - 0"

#5 VERT OF @ 12" OC

W/STD 90° HK EE

ROUGHENED CJ

ELEV +0'-2"

#5 HORIZ @ TOP, BOT

& 12" OC BTWN EF

#5 VERT IF @ 12" OC

W/STD 90° HK EE,

TURN HK AS REQD

FOR CLR COVER

NOTE:

FOR ITEMS NOT CALLED OUT,

SEE

7"5"

IJ SOG & REINF SEE PLAN

C

LR

1/

2"

ELEVATOR

/6 S506

CLR

1 1/2"

C

LR2"

C

LR2"

C

LR3"

C

LR2"

CLR

3"

1' - 0"

1' - 0"

2" C

LR

ELEV RAIL

& CONN

PER MFR

BASEMENT FLOOR

0' - 0"

Y

CURB, STUDS &

VENEER BEYOND

IJ

SEE DET 6/S506 FOR

REINF & ADDL INFO

2" C

LR

SOG & REINF

SEE PLAN

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

\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

S506

CONCRETE DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1 1/2" = 1'-0"3 SLAB EDGE @ CURTAINWALL

1 1/2" = 1'-0"7 SECTION @ ELEVATOR PIT/SUMP

1 1/2" = 1'-0"4 SLAB EDGE @ EXIST SLAB

1 1/2" = 1'-0"1 STEM WALL @ COLUMN

1 1/2" = 1'-0"2 TYP STEM WALL

1 1/2" = 1'-0"6 ELEVATOR PIT WALL @ GL 7.2

1 1/2" = 1'-0"5 INT WALL @ ELEV PIT

1 1/2" = 1'-0"8 SECTION @ ELEVATOR THRESHOLD

EDGE

EXT CORNER RE-ENTRANT CORNER

24"

24"24"

COL

COL

COL

IF STEMWALL

EF STEMWALL

EF STEMWALL

IF STEMWALL

IF STEMWALL

NOTES:

1. BLOCKOUTS SHOWN ARE ONE

SUGGESTED OPTION, CONTRACTOR MAY

SUBMIT OTHER OPTIONS FOR REVIEW

2. SEE 1/S506 FOR ADDL INFO

3. ELONGATE BLOCKOUT IN DIRECTION OF

BRACE WHERE BRACE IS PRESENT

4"

4"

6"

4" 6"

24"

4" 6"

24"4" 6"

1 1 /2"

C

LR

CJ

, S

J O R

IJ

CJ, SJ OR IJCJ

, S

J O R

IJ

"X"

@ OFFSET JOINTS

@ REENTRANT CORNERS

1 1/2"

CLR

24"

24"

TYP

A

B

#4 X 4'-0" CTR IN SOG OR TPG

(2) #4 X 4'-0" CTR IN SOG OR TPG

(2) #4 X 4'-0" @ 2" OC, HK AS REQD

STD 90° HK AS REQ'D

WHERE "X" LESS THAN 25"

1 1/2" CLR

ALT HK

SINGLE CURTAIN

DOUBLE CURTAIN

NOTE: CORNER BARS SHALL MATCH SIZE & LOCATION

OF HORIZ REINFORCEMENT #6 MAX BAR SIZE

24"

TYP

NOTE:

1. COMPACT CAPILLARY WATER BARRIER AND SATISFACTORY MATERIAL

PER SPECIFICATIONS.

2. NATIVE FILL SOILS MAY BE USED PROVIDED THEY CAN BE COMPACTED

TO STRUCTURAL FILL REQUIREMENTS - SEE GEOTECH REPORT.

SATISFACTORY

MATERIAL WHERE

REQ'D (STRUCT FILL)

SEE SPECS

VAPOR BARRIER

5" SOG, UNO

SEE NOTE 1 BELOW

FF 1 1

/2"

SUBGRADE (COMPETENT

NATIVE SOIL) SEE NOTE 2

6" CAPILLARY WATER

BARRIER, SEE SPECS

REINF WHERE OCCURS

SEE PLAN 7" MIN

12"12"

5"

TAPERED REGION

ISOLATION JOINT (IJ)

NOTES:

1. FILL JT W/ FLEXIBLE ELASTOMERIC

SEALANT.

2. EDGE EACH SIDE OF JT WITH 1/8"

RADIUS - WHERE EXPOSED TO VIEW

SHRINKAGE CONTROL JT (SJ)

NOTES:

1. FILL JT W/SEMI-RIGID EPOXY SEALANT.

2. EDGE EACH SIDE OF JT WITH 1/8" RADIUS -

WHERE EXPOSED TO VIEW.

3. SAWCUT JOINT MAY BE USED WHERE SLAB

SURFACE NOT EXPOSED TO VIEW.

CONSTRUCTION JOINT (CJ)

NOTES:

1. CENTER KEYED JT @ SLAB MIDDEPTH.

CUT ALT BARS OF

WWF OR REINF

HAND-TOOLED

JOINT 1 1/4" DEEP

PREP JOINT AS REQUIRED

FOR FLOORING MATERIAL

CLR TYP

1 1/2"

1/2

1/2" ASPHALT

IMPREGNATED FELT

FLEXIBLE

ELASTOMERIC

SEALANT

PREMOLDED FULL

HEIGHT FORM

W/INTEGRAL

KEYWAY

2"S"

2"S"

3""S

"t"

24"

TYP

"S

"CL

R

"t"

NOTE: "S" MAX=2t

MATCH FTG REINF

CONC FILL ON MTL DECK

SLAB ON GRADE

#4 @ 12" OC

EW TYP

2"

NOTES:

1. ANCHOR EQUIPMENT PER MFR RECOMMENDATIONS.

2. DOWELS MAY BE DRILLED AND EPOXIED, DRILL OVERSIZE HOLES. CLEAN

AND PREPARE HOLES PER EPOXY MFR PRINTED INSTRUCTIONS.

CL

R

4" TY

P

8"

TYP

#4 @ 12" OC EW TYP

SEE PLAN TYP

TYP WHEN REINF

CAST W/ SLAB

TYP @ OPTIONAL DRILLED

IN DOWEL (3" EMBED)

OPTIONAL COLD JOINT TYP

1/2" CHAMFER

FF SEE PLAN

FG

(2) #5 CONT

LEVELING COURSE OVER

STRUCT FILL/ COMPETENT

NATIVE MATL

#5 VERT W/ STD 90°

HK EA END @ 12" OC

ALT BOT HK

FTG SEE SCHED

ROUGHENED CJREINF

POST DRILLED IN DOWEL

WHERE OCCURS - SEE CIVIL

T/FTG

SEE PLAN

SEE 3/S506 FOR ADDL INFO

[SEE 2/S506 @ 4A]

8".

3" C

LR

3" CLR

1'- 0"

1 1 /2"

C

LR

#4 HORIZ ALT SIDES

@ 12" OC [3 MIN]

1'-3" @ 4A

COORD W/ 2/S506

2/3 "A"

[6" MIN]

W

HE

N

FG

1.5

EXIST UNDISTURBED

(UNSATISFACTORY) SOIL

STRUCTURAL FILL

SEE SPECS 1.5

FG

TYP

"A

TY

PSTRUCTURAL FILL OR

COMPETENT NATIVE

(SATISFACTORY) SOIL

SE

E

SC

HE

D

NOTES:

1. THE AVERAGE ELEVATION OF COMPETENT NATIVE BASALT IS 7'-0" BEL EXIST GRADE

(AS NOTED IN THE GEOTECH REPORT). SEE BORING LOGS IN DESIGN ANALYSIS FOR

GEOTECH OF RECORD FOR UNSATISFACTORY LIMITS @ SPECIFIC LOCATIONS. THE

VALUE OF "A" MAY RANGE FROM 0" TO 1'-0". COORD VALUE OF "A" ACCORDINGLY

W/GEOTECH OF RECORD.

2. MINIMUM 2" LAYER OF GRANULAR SELECT FILL PLACED OVER EXPOSED BEDROCK AS

BOND BREAK /LEVELING COURSE BENEATH NEW FOUNDATIONS.

CLEAN GRAVELS, CRUSHED ROCK OR

RECYCLED CONCRETE COMPACTED TO 95%

MODIFIED PROCTER, MIN BELOW FTGS

WHERE "A" > 0"

SE

E

NO

TE

1 SE

E

PL

AN

12"

2" M

IN

" M

AX

8"

2" MAX DEPRESSION

LAP

#4 @ 12" OC

(2) #4 CONT

NOTE:

SEE 1/S507 FOR INFO

NOT CALLED OUT

A

B

SOG REINF

SOG REINF

BRACE

1-SIDE*

(4) 3/4"∅ ASTM F1554

(SEE GSN) THREADED

ANCHOR ROD MIN

EMBED @ FOOTINGS

IS 9" TO WASHER UNO

[EMBED 10" @ BF-4.9

& BF-5.9] SIM

DET 3/S521

SEE SCHED

LEVELING PL

PLAN VIEW

(NO BRACE)

HSS 4x4 HSS 5x5 HSS 6x6 HSS 7x7

COLUMN

SIZE

W/ OUT

BRACE

DET 5B & C/S501

N/A

BRACE

2-SIDES

BASE PL SCHED

ELEVATION VIEW

1/2" x 7" x 0'-10" 1/2" x 7" x 0'-11"

* OR 2 ADJACENT SIDES

#3 PLACING

TIES @ 6" OC

(2 MIN)

HARDENED WASHER

@ EMBEDDED END

1 1 /2"

TY

P

1 1/2"

TYP

EM

BE

D

GL

GL

1/4

NOTES:

1. HARDENED WASHERS SHALL BE

USED @ F1554 BOLTS

SEE 3/S508 & 3/S521 FOR ADD'L

INFO.

2. WHERE SCHEDULED WELD

EXCEEDS AISC/AWS MAX FOR

HSS COL THICKNESS REDUCE

WELD ACCORDINGLY.

9"

10"

1'

- 0

10"

1 1/2" 3 1/2"

3" 2"

PLAN VIEW [BF-4.9]

(BASE PL OPP HD @ GL-Y)B

3/4" x 7" x 0'-11"

8"

1' - 3"

BUILT-UP TEE PER

3A/S521 WHERE

BRACE ALSO @ ADJ

SIDE WHERE OCCURS

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

1 1 /2"

PLAN VIEW [BF-5.9]

BRACE 1-SIDE (OR ADJ SIDES)C

BASE PL 3/4"

YX

5.9

1" 2"

4.9

1/2

" I.F. STEMWALL

2"

1 1 /2"3"

3"

YX

OPP

HD

1/2"

PLAN VIEW [BF-7.2]

A

7 1 /2"

1 1 /4"

1'

- 1

1/ 4"

I.F. ELEV PIT

STEMWALL

10 1/4"

1/4" 3 1/2"

1/4"

4"

1 1 /2"

7.2

1 1 /4"

I.F. STUD

WALL 2"

1 1 /2"

X Y

OPP

HD

1 1/4"

2 1 /2"

I.F. STUD

WALL

1 3/4" 7" 1/4"

7"

3"

BUILT-UP TEE [GALV]

PER 3A/S521 SIM

1 1/2"

PLAN VIEW

EXT STAIR BRACE 1-SIDE

(OR ADJ SIDE)

D

BASE PL 1/2"

[GALV]

1 1 /2"

1 1 /2"

11"

HSS 4X COL [GALV]

BUILT-UP TEE [GALV]

ADJACENT SIDE

WHERE OCCURS

N/A

N/A N/A N/A

N/A N/A

BASE PL 3/4"

1/4

1 1/2"

5/8"⌀ [GALV] F1554 GR36

ANCHOR RODS

SIM

2 3/4"

Y

T/FTG

SEE PLAN

CJ SEE

1/

2" C

LR

STRIP FTG SIZE &

REINF SEE PLAN

1 1/2" CLR

2" C

LR

/2 S507

SOG & REINF

SEE PLAN

NOTE: SEE 4/S507 FOR

INFO NOT CALLED OUT

1'

0"

ROUGHENED CJ

ROUGHENED CJ

8"

STD 90° HK, TURN AS

REQD FOR CLR COVER

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

\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

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:1 7:

A

M

S507

CONCRETE DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1" = 1'-0"8 COL CLOSURE BLOCKOUT DETAILS

1 1/2" = 1'-0"12 ADDED SOG REINF

1 1/2" = 1'-0"10 TYP CORNER BAR DETAIL

1 1/2" = 1'-0"1 TYPICAL SLAB ON GRADE

1 1/2" = 1'-0"2 TYP SLAB ON GRADE JOINTS

1 1/2" = 1'-0"5 TYP STEPPED FTG

1" = 1'-0"6 TYP HOUSEKEEPING PADS

1 1/2" = 1'-0"4 TYP SLAB @ THRESHOLD

1" = 1'-0"3 FTG OVEREXCAVATION DETAIL

1 1/2" = 1'-0"7 TYP SLAB DEPRESSIONS

1" = 1'-0"9 TYP BASE PLATE DETAILS

1 1/2" = 1'-0"11 SLAB SECTION @ GL-Y

A B

T/FTG

-1' - 1 1/2"

(E) 16 X 16 RC COL

4' - 0" 4' - 8" [REF]

3'

0" [R

EF

1'

6" [R

EF

Z

7" 1' - 5"

1"

FIN FLR

T/SLAB

(E) 9" X 36" RC SPANDREL

BEAM BTWN COLS

1' - 2" 1' - 2"

W8X COL

SEE PLAN

1 1/2" NON-

SHRINK GROUT

RC CONC PEDESTAL

STRIP FTG, SEE

& 4/S507

/3 S506

(5) #4 STIRRUPS

@ 4" OC

9"

EMBED

5"

2"

2" CLR

2' - 6"

#6 @ 12" OC TOP W/STD 90° HK EA

END. EXTEND INTO STRIP FTG WF-2

WHERE OCCURS. TURN HK AS REQ'D

2" C

LR

2"

C

LR

4"

3" C

LR

3" CLR

1 1/2" CLR

#6 @ 12" OC W/STD 90° HK EA

END. TURN HK AS REQ'D FOR CLR COVER

#6 @ 12" OC HORIZ IN EAST-WEST DIR

#6 @ 12" OC W/STD 90° HK EA END

NEW EXIST

HSS 5X BRACE

PER

& 3/S521 FOR

ITEMS NOT

CALLED OUT

" E

M

BE

D

WP

BASE PL

7/8" X 8" X 1'-3"

/7 S201

3/8" STIFF PL @ TOP

OF BRACE GUSSET,

SEE 11/S521 FOR

WELD TO COL INFO

1/4" BRACE

GUSSET

3/16

3/16GUSSET TO

COL

REINF PER 3/S506

CLOSURE

POUR

IJ

1/2"

IJ

1'

0" 1'

-0

M

IN

6"

2' - 0"

NOTE: SEE 2/S508 FOR INFO NOT CALLED OUT

(4) #5 VERTS EQ SPCD W/ STD 90° HK EA END

CLR TO TIE

1 1/2"

(5) #5 X 3'-1" IN SET 3G EPOXIED HOLES

@ 9" +/- OC IN (E) FTG. CENTER HOLES

IN OVERLAP AREA W/ NEW FTG

#4 CAPPING BAR

@ EA #5 VERT PAIR

(E) COL FTG

(3) #4 TIES

ROUGHENED CJ

1/2"

1 1/2"

BASEMENT FLOOR

0' - 0"

5.9

S508

W8X COLUMN SEE PLAN

STOREFRONT

CONN PER MFR

(E) 4'-8" X 4'-8" X 1'-6" SQ FTG

1'

6" [R

EF

3" CLR

(4) #6 HORIZ IN NORTH-SOUTH

DIRECTION @ EA LOCATION

#6 @ 12" OC W/

STD 90° HK EA END

3' - 4"4' - 8" [REF]

3" C

LR

RC PEDESTAL

#6 @ 12" OC W/

STD 90° HK 1 END

1/

4" C

LR

SOG SEE PLAN

1 1/2" NON-SHRINK GROUT

2" C

LR

1' - 4"1' - 4"8"

#4 STIRRUPS, SEE /1 S508#6'S, SEE /1 S508

1/

2" C

LR

2"

C

LR

2" CLR

(E) FTG

(3) #3 PLACING

TIES AROUND

ANCHOR RODS

4"

(6) #4 STIRRUPS @ 4" OC

2'-8"

2" CLR

EMBED

5"

9"

EM

BE

D

COL CENTERLINE

1"11"

(4) 3/4"⌀ F1554 GR55 W/WELD

SUPPLEMENT ANCHOR RODS

(E) COL FTG

NOTE: SEE 1/S508 FOR INFO NOT CALLED OUT

TIES SEE 1/S508

(3) #5 VERTS EQ SPCD

W/ STD 90° HK EA END

CLR TO TIES

1 1/2"

FOR COL CLOSURE REINF

SEE 3/S508 SIM

(2) #5 X 3'-1" IN SET 3G EPOXIED HOLES

@ 9" OC IN (E) FTG. CENTER HOLES IN

OVERLAP W/ NEW FTG

1 1/2"

TYP BLOCKOUT PLANBLOCKOUT @ BRACE (PLAN) SECTION

1 1/2" NON-SHRINK GROUT

SEE FTG SCHED

2 - #4 CONT TYP

IJ SEE 2/S507

SEE PLAN

SEE NOTE 4

CONC CLOSURE

IJ TYP

BASE PL SEE 9/S507

STRUCT FILL

SEE SPECS

MID HEIGHT REINF

WHERE OCCURS

SINGLE 8"∅ OR LESS PIPE - DUE TO CONCERNS

REGARDING LONG TERM MAINTENANCE, WE RECOMMEND

THAT PIPES ARE NOT ROUTED UNDER SPREAD FOOTINGS

IJ TYP

18" LAP TYP

(3) #4 T&B W/

CJ

OR

SJ

TYP

CJ OR

SJ TYP

18" LAP TYP

(2) #4 T&B W/

A B C

T

YP

1 1 /2"

C

LR

D

PE

R

FT

G

SC

HE

D

3" CL

R

8"

TYP

W P

ER

F

TG

S

CH

ED

UL

E

L PER FTG SCHEDULE

1 1/2"CLR TYP

3"

CL

R

TY

P

SE

E

PL

AN

(1 2"

M

IN

MI

N

24"

TYP

W P

ER

F

TG

S

CH

ED

UL

E

L PER FTG SCHEDULE

1 1/2"CLRTYP

OF BLOCKOUT @

BRACE LOCATIONS

IN DIRECTION OF BRACE

16" EXTENSION

32"

BRACE COND.) T

YP

NOTES:

1. FOR FTG OVEREXCAVATION DETAIL, SEE DETAIL 3/S507.

2. POUR MUD SLAB, WHEN USED, IMMEDIATELY AFTER EXCAVATION HAS BEEN APPROVED

BY THE VA COR.

3. ALL OVEREXCAVATION MUST BE BACKFILLED W/ CLEAN GRAVELS SEE SPEC 31 20 11.

4. PLACE CONC COLUMN CLOSURE AFTER ALL DEAD LOAD HAS BEEN APPLIED TO COL.

5. FOR BLOCKOUTS @ OTHER CONDITIONS SEE 8/S507

6. SEE PLAN FOR ORIENTATION OF "L" (LENGTH) DIMENSION

T/FTG

PER PLAN

ES

I

TA

ROF

P

BR

S

LLOF WASH

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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

\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

S508

CONCRETE DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1 1/2" = 1'-0"1 FOOTING @ MOMENT FRAME

1 1/2" = 1'-0"2 FOOTING @ MOMENT FRAME

1" = 1'-0"3 TYP SPREAD FOOTING DETAIL

FOUNDATION SCHEDULE

MARK FDN SIZE (WxLxt)

BOT

REINFORCING

TOP

REINFORCING REMARKS

F-1 4'-0" X 4'-0" X 14" (5) #4 EA WAY -

F-2 6'-0" X 7'-0" X t SEE DET SEE DET SEE 1/S508 & 2/S508

F-3 3'-0" X 7'-0" X 14" SEE 1/S509

F-4 3'-0" X 4'-0" X 14" (5) #4 EA WAY

F-5 3'-0" X 3'-0" X 12" (4) #4 EA WAY

WF-1 2'-1" X 12" (4) #4 LONGIT

BOT

WF-2 1'-6" X 12" (4) #4 LONGIT

BOT

Y

T/FTG

-1' - 1 1/2"

(4) #4 STIRRUPS

@ 6" OC

SEE

(4) #6 LONGIT BOT

#5 TRANSV TOP @ 12" OC

(4) #5 LONGIT TOP

ST

IR

R U

PS

1/ 2"

C

LR

T O

#6 TRANSV BOT @ 12" OC

ST

IR

R U

PS

3"

C

LR

T O

SEE

/3 S506

/1 S506

CANT. FTG DIM SEE PLAN

SEE PLAN

IJ

CONC CLOSURE POUR @ COL

IJ

VENEER &

WALL BEYOND

GUSSET, SEE

3A/S521 SIM

SOG SEE PLAN

BASEMENT FLOOR

0' - 0"

T/MAT

-4' - 0"

Y

EXTEND HORIZ REINF FROM FTG,

WALL & TURNDOWN TO INSIDE

FACE OF REINF OF PIT WALL

T/FTG SEE PLAN

ELEVATOR

3" C

LR

SEE DET

/4 S507

SEE DET

/6 S506

2" C

LR

1'

0"

S510

PILASTER BEYOND,

SEE /7 S510

BASE PL SEE SCHED 9/S507

HSS 4X COL SEE PLAN

1 1/2" NON-SHRINK GROUT

BRACE GUSSETS,

SEE 3B/S521 SIM

HSS 5X COL SEE PLAN

A BZ

(E) HCT WALL

3'

0" [R

EF

1'

8" [R

EF

1' - 1" 4' - 11" [REF]

TOC

1' - 4"

IJ

2"FG

(E) 9" X 36" RC SPANDREL

BEAM BTWN COLS

2" C

LR

1'

0"

2" C

LR 2" CLR

NEW EXIST

HSS 4X COL SEE PLAN

16" X 20" RC

CONC PEDESTAL

(4) #4 TIES

(4) #6 VERT W/STD

90° HK 1-END

2" CLR TO TIES

2" C

LR

9"

EMBED

5"

1 1/2" CLR TO STIRRUPS3" CLR TO STIRRUPS

4" 3"

2" C

LR

T

O S

TI

R

R U

PS

(2) #4 STIRRUPS

@ 4" OC

3" C

LR

T

O S

TI

R

R U

PS

(2) #5 SEE 3/S509

(1) #5

IN EPOXIED HOLE,

CENTER HOLE IN

OVERLAP

10" 14"

NOTE: SEE 3/S509

FOR ADDL INFO

(E) COL FTG

A B

(E) RC WALL @ PORCH

NEW EXIST

(4) #4 LONGIT T&B

DEMO (E) 5" EXT SLAB

1'

2" [R

EF

1'

0" [R

EF

(E) PORCH FTG BEYOND

TOC EL 0'-0"

2' - 0" [REF]

T/FTG 2"

C

LR

3" C

LR

1'

6"

HSS 4X [GALV]

SEE PLAN

WP

3" CLR

HSS 4X BRACE [GALV] &

GUSSET, SEE 3/S521 SIM

NOTE: SEE 9/S510

FOR ADDL INFO

1/4" X 3" 1/4" X 3"

TOC

NOTCH CORNER AROUND EXIST

FOOTING WHERE OCCURS

(4) #5 LONGIT BOT, STOP

OUTERMOST BAR 3" CLR OF NOTCH

(E) PORCH FTG

BEYOND 1'

2"

[R

EF

1'

0"

[R

EF

(4) #5 LONGIT TOP W/STD 90° HK EA

END, STOP OUTERMOST BAR 3"

CLR OF NOTCH

2"

2' - 0" 2' - 0" [REF]

3" CLR @ NOTCH

3" C

LR

3" C

LR

8" E

M

BE

D

2'

0"

FG

3" CLR WHEN NOT @ NOTCH

HSS 4X [GALV] SEE PLANHSS 4X BRACE

[GALV] & GUSSET,

SEE 3/S521 SIM

1/4" X 3" 1/4" X 3"

FG

ROUGHENED CJ

1 1/2" NON-SHRINK GROUT

3'

0"

[R

EF

1'

8" [R

EF

WP

HSS4X [GALV] SEE PLAN

HSS4X BRACE [GALV]

16" X 20" RC PEDESTAL

(4) #5 LONGIT TOP W/STD 90° HK EE,

TURN HK AS REQUIRED

2'

0"

3" C

LR

2" C

LR

1'

0"

3" C

LR

1 1/2" CLR

" EMBED

5"

NOTE: SEE DETAIL

FOR ADDL INFO

(4) #5 LONGIT BOT

(E) FTG

10"10"

/2 S509

2" C

LR

2"

2' - 0"

1/2"

#6 VERTS, SEE 2/S509

1/

2" C

LR

(4) #5 X 3'-4"

1' - 6"

(2) #5 BEYOND (AWAY FROM NOTCH)

(2) #5 X 3'-1" IN EPOXIED HOLES @ 8" OC

IN (E) FTG, CENTER HOLES IN OVERLAP

FACE OF NEW

FTG BEYOND

NOTCH

FG

BASE PL 1/2" X 7" X 0'-11" [GALV]

(4) #5 LONGIT TOP

W/STD 90° HK EA END

(4) #5 LONGIT BOT

3" C

LR

3" CLR

3" C

LR

1 1/2" NON-SHRINK GROUT

HSS 4X [GALV] SEE PLAN

8" E

M

BE

D

FG

7"

BRACE GUSSET

2"

2'

0"

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

\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 8:

A

M

S509

CONCRETE DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1 1/2" = 1'-0"1 FOOTING SECTION @ GL-Y & GL-5.9 INTERSECTION

1 1/2" = 1'-0"4 GL 7.1 TO GL-Y FDN INTERSECTION

1 1/2" = 1'-0"2 SECTION @ EXT STAIR FTG NOTCH AROUND (E) FTG

1 1/2" = 1'-0"5 SECTION @ EXT STAIR FTG

1 1/2" = 1'-0"6 SECTION @ EXT STAIR FTG

1 1/2" = 1'-0"3 SECTION @ EXT STAIR FTG

1 1/2" = 1'-0"7 SECTION @ EXT STAIR FTG

1 1/2"

1" CLR

@12"OC t> 8"

SLAB THICKNESS-

SEE SLAB SCHEDULE

#4 X 5'-0" SPC

@18"OC t< 8"

SLAB REINF

CONT THRU CJ

2X4 t< 8"

WOOD KEY

@ CJ

2X6 t> 8"

CONT #5 TYP

FOR BRG/SHEAR WALLS BELOW

@ REENTRANT CORNERS @ SUPPORTED SLAB CORNERS

NOT USED

(5) #5 T x 7'- 0"

@ 18"OC

SUPPORT

BELOW

SLAB

@ 16" OC

(5) #5B

#5 T&B x 32"

#5 T&B @ 12" OC

ALT TOP & BOT

WALL

#4 T&B

X 4'-0" TYP

#5 T&B x 7'-0" 2 #4 T&B x 4'-0"

2'- 0"

10'-0"

5'- 0"

5'- 0"

10'-0"

1 1/2" CLR

3'-0"

3'- 0"

A

B

C

D

TO FORM A COMBINED OPENING.

- IF THE COMBINED OPENING IS LESS THAN 8" NO TRIM

- IF THE COMBINED OPENING IS MORE THAN 8", BUT LESS

THAN 24", PROVIDE 1-#5 T&B w/ 18" EMB. PAST THE OPNG.

- IF COMBINED OPENING IS LARGER THAN 24" REF.

BARS ARE REQUIRED

- NO DIAGONAL BARS ARE NECESSARY.

INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN THE

DIAMETER OF THE LARGER OF THE TWO ARE CONSIDERED

TRIM BARS

/1 S510

8" M

AX

24" MAX EFFECTIVE LENGTH

D1 <D1 D2 D1 <D1 D2 <D3 D3

SINGLE SPAN

't'

SE

E

SC

HE

D.

H.

K.

2' -0

" M

IN

AT

W

AL

L U

NO

L (CLEAR SPAN TYP)

6" MIN

1" C

LR

EXT SUPPORT

2'-6" MIN

10.25 L

1" C

LR 0.25 L

2'-6" MIN

BOTTOM STEEL

#4 @ 18 UNLESS

TOP STL. SCHED.

TEMP. STL. ALT.

WHERE TOP

STL. SCHED.

TOP & BOT.

* Ld = STD BAR DEVELOPEMENT LENGTH

A

NOTE: SEE 1/S510, 2/S510, 4/S510 &

5/S510 FOR ADDITIONAL INFO

2" TYP

ADD NOT LESS THAN HALF OF THE

# OF BARS CUT TO EA SIDE OF

OPNG BARS SHALL MATCH SIZE &

LENGTH OF MAIN REINF SPC @ 3" OC

PLACE ENDS OF

BARS ON TOP OF

PERP BARS AT

OPNG

MAIN REINF BARS,

CUT AT OPNG

NOTE: MIN REINF 1 - #5 EA SIDE

OF OPG FOR EA 12" OF OPG SIZE

1 - 5# DIAGONAL @ CENTER

EA CORNER. 4'-0" LONG TYP

10" OR LARGER OPG SIZE,

SEE ARCH/MECH DWGS

FOR SIZE & LOCATION

PIPES SHALL CLEAR

SLEEVES 1/2" CAULK

ALL AROUND AS REQD

DUCTILE IRON PIPE

SLEEVE UTILITY

PIPE OD +2"

PLUG ENDS OF SLEEVE

W/ COMPR MATL

NOTE:

1. SINGLE PIPES 8"∅ OR LESS PERPENDICULAR TO AND GREATER THAN 24" CLR

BELOW FOOTINGS DO NOT REQUIRE CONC ENCASEMENT. (PIPE GROUPINGS

BELOW 24" SHALL BE REVIEWED BY THE VA COR)

2. PIPES LARGER THAN 8"∅ SHALL BE REVIEWED BY THE VA COR.

FDN WALL

LEAN CONCRETE

fc'=2000PSI MIN

WALL FTG

NO EXCAVATION FOR UTILITY/PIPE

TRENCHES PARALLEL TO FTGS

BELOW THIS LINE

SLEEVE

TYP

UTILITY/PIPE

TRENCH PARALLEL

TO FOOTING

B

A B

9"

MI

N6"

6"

NO

P

IP

E

TH

IS

A

RE

A

MI

N

MIN

NO VERT PIPES

@ THIS AREA

18"

MIN

1.5

B/FTG

BASEMENT FLOOR

0' - 0"

7.1

7B S510

T/FTG SEE PLAN

IJ @ CONC

CLOSURE

HSS COL SEE PLAN

PILASTER @ COL

TYP STEMWALL VERTS

LINE OF STEMWALL

BEYOND

2" C

LR

1' - 8"

3" C

LR

3" CLR

LINE OF STRIP FTG BEYOND

SECTION @ PILASTER

ROUGHENED CJ

CONC CLOSURE POUR, SEE PLAN

1'

0"

7B 8"

1/

2" C

LR

RUN STEMWALL & STRIP

FTG HORIZ REINF CONT

THRU PILASTER

A

#5 VERTS HK 1-END

S509

FG

1/2" CHAMFER EA SIDE

#5 @ 12" OC W/STD 90° HK

1 END, CTR IN RET WALL

FIN GRADE MINI RETAINING WALL

WHERE OCCURS

#5 HORIZ @ TOP, BOT

& 12" OC BTWN (3 MIN)

ALT SIDES OF VERT

REINF PER 5/S509

ROUGHENED CJ

8"+/- COORD W/EXIST

2" C

LR

1'

6"

7.1

S510

PLAN @ PILASTER

1'

- 8

8"1' - 0"

8" 8"

#4 TIE @

12" OC

TYP STEMWALL HORIZ,

RUN CONT THRU PILASTER

2" CLR TO TIE

#5 VERT

#5 VERT

(3) #5 VERTS

2" CLR TO TIE

TYP STEMWALL VERTS

B

7A

FTG BEL

ES

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ROF

P

BR

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LLOF WASH

ER

ES I ONAL NGI NE

I

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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

\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 8:

A

M

S510

CONCRETE DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BM AJW

ISSUED FOR

CONSTRUCTION

1 1/2" = 1'-0"5 TYP STRUCT SLAB CONST JT

1 1/2" = 1'-0"4 TYP ADDED REINF

1 1/2" = 1'-0"2 TRIM BARS FOR MULTIPLE OPENINGS

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

1 1/2" = 1'-0"1 TYP SLAB OPENING

MARK DET SLAB "t"

(INCH)

TEMP

BARS

BOTTOM BARS TOP BARS

REMARKS

SIZE

SPC'G

(INCHES) TYPE

SIZE

SPC'G

(INCHES) TYPE

S-1 3A 6" #4 @ 18 #4 12" OC #4 20" OC -

1" = 1'-0"6 TYP PIPE CLEARANCE @ STRIP FOOTING/GRADE BEAM

1" = 1'-0"7 PILASTER

1" = 1'-0"9 MINI RET WALL @ EXT STAIR

1/2

3" CLR

4" M

IN

⊝ES

⊝3/16 3/16 3/16 3/16

3/16 3/16

SIDES

TYP

TYP

WP

WEB PL 1/4"

1/4 STIFF PL

EA SIDE

HSS 5X BRACE

SLOT TO

ACCOMMODATE

WEB PL. DO NOT

OVERSIZE SLOTFLANGE PL 5/16 X 5 X L

FIELD WELD TO

GUSSET WEB PL AFTER

BRACE IS IN PLACE

3/4

3/16

3 SIDES TYP

HSS 4 X 4 UNO

L3 1/2 X 3 1/2 X 1/4 X 0'-4 1/2"

EA SIDE @ HSS 4X

1/2 " M

AX

G

AP

1/4" STIFF PL, FULL HT WEST

SIDE, SHEAR TAB EAST SIDE

BRACE & CONN

PER 6/S521

WHERE OCCURS

3/16

3/16 t t w w t tw w tw wt

No. OF ROWS 3/4"∅

A325-N BOLTS SPC 3" OCBEAM DEPTH

W12X, W14X W8X, W10X

W18X W16X

3 ROWS

5 ROWS

4 ROWS

2 ROWS

(ELD)

1/4"3/8"

1/2" 1/2"

3/8" 3/8"

3/8"

SHEAR PLt t 1/4"

W

3"

BM TO BM

A B

BM TO COL FLG

BM

D

EP

TH

1 1 /2"

3"

TY

P

SC

HE

D # B

OL

TS

k

MAX

1/2" 1 1/2"

1 1 /2"

TYP

1/2"

MAX

1 1/2"

BM TO WALL

C

1 1 /2"

3" TYP

1 1/2"1/2"

MAX

STIFF PL SAME THICK AS

SHEAR PL WHERE BM

FRAME IN FROM 1 SIDE

WIDE

FLANGE

COL

NOTE: WHERE SCHEDULED WELD EXCEEDS AISC/AWS

MAX FOR BEAM WEB OR FLANGE THICKNESS REDUCE

WELD THICKNESS ACCORDINGLY

t t t w w t w w t w

1 1/2"

1 1 /2"

1 1 /2"

THRU PL FACE PL

MAX

PL DEPTH &

& WELD

THICKNESS SEE

# BOLTS,

1/2"

3"

BM

D

EP

TH

TY

P

SC

HE

D # B

OL

TS

# BOLTS,

THICKNESS SEE

& WELD

PL DEPTH &

1 1/2" 1/2"

1 1 /2"

3"

TYP

MAX

WHERE

OCCURS 1/2" 1 1/2"

3"

TYP

NOTES:

A. USE BUILT UP PLATES IN "TEE" CONFIGURATION t SHEAR PL SEE TABLE. WIDTH OF TEE FLANGE = t COL - 2t SHEAR PL

B. FILLET WELD SHEAR TAB AS INDICATED WHERE BEAM IS DESIGNATED

AS A COLLECTOR [C]

BUILT-UP TEE SEE

NOTE ABOVE

TEE PL

A B C

* NOTE:

1. WHERE SCHEDULED WELD EXCEEDS AISC/AWS MAX FOR HSS

COL THICKNESS REDUCE WELD ACCORDINGLY.

2. # BOLTS REQD FOR THIS DETAIL ARE DEPENDENT ON BEAM

DEPTH, SEE SCHED DET /1 S521

/1 S521

/1 S521

3/16 2"

@ BEAMS

DESIGNATED

[C] ONLY

⊝>55°

⊝>55°

1/2

90°

1/2

MIN

4"

MA

X

1/2"

MA

X

TYP

SIDES

BOTH

3/16"SIDES

TYP

3 3/16 3/16

3/16 3/16

BUILT-UP TEE

4"

MIN

TYP

WP

PL 1/4

3/4

NOTES:

1. SEE 1/S521 AND 2/S521

FOR ADDITIONAL INFO

2. SLOT BRACE AS REQ'D TO

ACCOMMODATE GUSSET,

DO NOT OVERSIZE SLOT

SEE

35°≤⊝ ≤ 55°

/4 S521

HSS BRACE

A B

MAX

1/2"

1/2"

3 1/2"

MIN

BOTH

SIDES

TYP

TYP 3/16

3/16

GUSSET PL

1/4" X 6" X L

3/16 3/16

3/16 3/16

3/16 3/16

NOTES:

1. FACE PL PER DET 5A SHALL BE USED ONLY

WHERE SHOWN ON ELEVATIONS, OTHERWISE

BRACE SHALL BE CUT & WELDED FLUSH TO

BRACE PER DET 5B

2. SLOT BRACE AS REQ'D TO ACCOMMODATE

GUSSET, DO NOT OVERSIZE SLOT

∠3X3X3/16 TYP

∠3X3X3/16

WIDTH OF OPNG

∠3X3X3/16 X WIDTH

OF OPNG +3'-0"

NOTE:

ALL ∠3X ARE 3X3X1/4

STEEL BM

OR TRUSS

OPENINGS > 16"

6" ≤ OPENINGS ≤ 16" SECTION

(INCL COMBINED OPNGS)

3/16TYP

3/16

EA FLUTEGA 1"

3/163/168'- 0"

M

AX

3/16

A

B

D

C C

D

TYP

∠3"X3"X1/4"

EXTEND ANGLE

2" MIN BEYOND

TRUSS TOP

CHORD PANEL

POINT (TYP)

OPNG

∠3X

∠3X

∠ 3 X

CL OF TRUSS OR FLANGE

∠ 3 X

∠ 3 X

∠ 3 X

SECTION

⊝ 1/2

MA

X 4"MIN

B.U. TEE

TO

W-SECT3/16

3/16 3/16

WP

HSS 5X BRACE SLOT @

B.U. TEE WEB TYP. DO

NOT OVERSIZE SLOT

BUILT-UP TEE

W-SECT OR HSS

SECT BEAM

1/4" X 5 1/2"

5/16" X 4 1/2"

3/16 3/16

BE NECESSARY, FOR BOT OF BRACE WELDS

COORD W/ SLAB ON GRADE BLOCKOUT

THAN 45° WELD ACCESS HOLES MAY

NOTE: FOR BRACE ANGLES LESS

A

B

1 1 /2"

MAX

1/2"

GR

OU

T

NO

NS

HR

IN

K

1 1 /2"

4" 1/2"

MAX

MIN

1/2"

⊝≤55°

WP

PL 1/4 X LSH1/2

3/16 3/16

3/16

BUILT-UP TEE

TO HSS

BOTH

SIDES

TYP

3/16 3/16

BASE PL 3/4 X 7 X 1'-3" UNO

T/FTG

SEE 3B/S521 &

9/S507 FOR ITEMS

T/FTG

WP

PL 3/4 X 7 X 1'-3" UNO

HSS6X BRACE

HSS COL SLOT AS

NOT CALLED OUT

REQD @ THRU PL

SEE 9/S507

BUILT-UP

TEE

5/16" X 4"

1/4" X 4 1/2"

⊝ < 55°

⊝ > 55°

⊝>55°3/16 3/16

BOTH

SIDES

HSS TYP

DIMS SEE 9/S507

DIMS SEE 9/S507

W8X SEE PLAN

W8X COL SEE PLAN

d

(WUF-W) PREQUALIFIED MOMENT CONNECTION

3/16

3/16

TYP @ WEB

MIN

1"

2"

3/16

SHEAR TAB

TO BM WEB

NOTE 4

30.00°

1/4 " O

VE

RL

AP

3/8" STIFF PL FAR

SIDE OF COL WEB

START FIRST HSA ON

THIS BEAM OUTSIDE

OF PROTECTED ZONE

PROTECTED

ZONE = d

BEVEL BOT

FLANGE

BEVEL TOP

FLANGE

3/8" SHEAR TAB FOR

W12X FAR SIDE

3/8" STIFF PL NEAR

SIDE OF COL WEB

3/8" SHEAR TAB FOR

W8X NEAR SIDE

3/8" STIFF PL EA

SIDE OF COL WEB

1/4

1/4TYP @ COL

FLANGE

CJP

TOP & BOT

FLANGE

[DEMAND

CRIT]

3/8" SHEAR

TAB

CJP

BM WEB TO

COL

FLANGE

[DEMAND

CRIT]

5/16

NOTES:

a. SEE DETAIL 12/S521 FOR INFO NOT CALLED OUT

b. SEE DETAIL 11/S524 FOR PERP DIRECTION

5/16" CAP PL

W8X SEE PLAN

(WUF-W) PREQUALIFIED MOMENT CONNECTION

PROTECTED

ZONE = d

W8X COL SEE PLAN

dTY P

3"

1/4

CAP PL TO

COL FLGS

1 1/2" ROOF DK

SEE PLAN

3/16

CAP PL TO

COL WEB

3/8" SHEAR TAB FOR

PERP W8X & W10X

5/16" STIFF PL EA

SIDE OF COL WEB

NOTES:

a. SEE DETAIL 11/S521 FOR INFO NOT CALLED OUT

b. SEE DETAIL 12/S524 FOR PERP DIRECTION

WELD NOTES:

1. ALL WELDS SHALL BE MADE WITH FILLER METAL MEETING

THE REQUIREMENTS OF AWS D1.8 CLAUSES 6.1, 6.2, & 6.3

2. DEMAND CRITICAL WELDS SHALL MEET CVN TOUGHNESS

OF MIN 20 FT-LBS @ 0°F AND ALSO MIN 40 FT-LBS @ 70° F

3. WELD ACCESS HOLE GEOMETRY SHALL CONFORM TO

THE REQUIREMENTS OF AWS D1.8 SECTION 6.11.1.2

4. TERMINATE FILLET WELD 1/2" FROM EDGE OF WELD

ACCESS HOLE

5. WELD TABS, IF USED, MUST BE REMOVED AFTER

WELDING IN ACCORDANCE WITH AISC 358 PARA 3.4

PL 1/4" X LSH

L3 X 2 X 3/8 X 4 1/2

LLH WHEN NO

BRACE PRESENT

@ END WHICH IS

NOT FLUSH W/ COL

FACE

HSS COL

WP

BENT PL

1/4 X L X L X 4 1/2"

4"

MIN

1/4 1/4

BENT PL

TO WEB PL 1/4

3 SIDES

TYP

1/2" MAX

GAP

NOTES:

1. SEE 1/S524 FOR INFO NOT CALLED OUT

2. SEE 6/S521 FOR BRACE WELD INFO

3/16

L3X TO

HSS COL

L3 X 3 X 3/8" X 4 1/2"

L3X TO

HSS GIRT 1/4

HSS GIRT

1/2

TY

PL1

L 2

1 2

1/4 1/4

1/2" TYP

HSS BRACE, SLOT

TO ACCOMMODATE

GUSSET. DO NOT

OVERSIZE SLOT

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

\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 8:

A

M

S521

STEEL DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

NTS7 BRACE CONN TYP @ ⊝ LESS THAN 55°

1 1/2" = 1'-0"9 HSS COLUMN @ BEAM

1 1/2" = 1'-0"1 SIMPLE BEAM CONN

1 1/2" = 1'-0"2 SIMPLE CONN @ TUBE COL

NTS6 TYP BRACE CONN FOR DIFFERENT ⊝

NTS5 TYP CROSS BRACE CONN

1" = 1'-0"8 TYP FRAMING @ OPNGS ROOF DECK

NTS4 TYP HSS BRACE @ ⊝ GREATER THAN 55°

NTS3 TYP HSS BRACE @ BASE 1-SIDE

1 1/2" = 1'-0"11 IMF @ FLOOR

1 1/2" = 1'-0"12 IMF @ ROOF

1 1/2" = 1'-0"10 BRACE AT GIRT

GL

3/4"⌀ HSA @ 12" OC

WHERE COMPOSITE

DK PRESENT

NOTE: FOR INFO NOT

CALLED OUT SEE

DETAIL

W10X SEE PLAN, CONN

TO HSS10X PER

DETAIL 2B/S521 SIM

4 1/8"

/4 S522

T/SLAB

T/STL

SEE PLAN

GL

1/2"⌀ HSA SEE PLAN

NOTE: FOR INFO NOT

CALLED OUT SEE

DETAIL

W10X SEE PLAN, CONN

TO HSS5X PER

DETAIL 2B/S521

INFILL GAP W/ 600S162-54 X 0'-5"

NOTE: PERP HSS 10X BEAM &

BRACE NOT SHOWN FOR CLARITY

HSS5X COL SEE PLAN

POURSTOP PER MFR

@ COLGA

T/SLAB

T/STL

SEE PLAN

/4 S522

GL

HSS10X SEE PLAN

(HSS7X @ SIM)

ANCHORED VENEER

SEE ARCH & SPECS

CONT L6X4X3/8" LLV

1/4 2@12

1/4 2@12

ELEVATOR OR

STAIR OPENING

OUT OF PLANE

FORCE= 600 LBS IN

EITHER DIRECTION

T/STL

SIMPSON SCB45.5

VERT SLIDE CLIP @ EA

STUD W/ (3) #12-24 STS

TO STRUCTURE & (2)

MFR SCREWS TO STUD

4 1/8"

GL

HSS10X SEE PLAN

ANCHORED VENEER

SEE ARCH & SPECS

CONT L6X4X3/8" LLV

1/4 2@12

1/4 2@12

OUT OF PLANE

FORCE= 600 LBS IN

EITHER DIRECTION

T/STL

4 1/8"

600S162-54 @ 16" OC

SIMPSON SCB45.5

VERT SLIDE CLIP @ EA

STUD W/ (3) #12-24 STS

TO STRUCTURE & (2)

MFR SCREWS TO STUD

6" COMPOSITE DK

SEE PLAN

1/2⌀ X 2'-6" WDB

@ 16" OC

1/

4" C

LR

3/4"⌀ HSA @ 12" OC

SEE PLAN

T/FLR

TOS 2

35' - 6"

CONT L4 X 4 X 5/16, COORD W/

STUD WALL PLACEMENT

W8X SEE PLAN

(W10X @ SIM)

1 1/2" STL DK SEE PLAN

FOR DECK ORIENTATION

GL

HSS 6 x 2 x 1/4 LSH CONT

600T150-54 CONT TOP TK

600S162-54 @ 16" OC

SIMPSON SCB45.5

VERT SLIDE CLIP @ EA

STUD W/ (3) #12-24 STS

TO STRUCTURE & (2)

MFR SCREWS TO STUD 3/16 2@12

3/16 2@12

GA 2@12

GA 2@12

OUT OF PLANE

FORCE= 400 LBS IN

EITHER DIRECTION

4 1/8"

TOS 2

35' - 6"

HSS 5X BRACE BELOW

WHERE OCCURS, SEE

PLAN & S201/S202

1 1/2" STL DK

SEE PLAN

W-SECT SEE PLAN

W-SECT SEE PLAN,

CONN PER 1A/S521

NOTE:

FOR INFO NOT CALLED OUT

SEE DETAIL

GL

4 1/8"

/8 S522

1/

2" 3"

TOS 2

35' - 6"

HSS 5X COL SEE PLAN

5/16" CAP PL

GL

NOTES:

1. PERP BM NOT SHOWN FOR

CLARITY

2. FOR INFO NOT CALLED OUT SEE

W-SECT SEE PLAN,

CONN PER 2B/S521

NOTE: CONNECT W10X

GIRDERS TO COL PER

2C/S521 @ SIM

GIRDER SHEAR TAB PER 2C/S521

4 1/8"

/8 S522

GL

W12X SEE PLAN

STOREFRONT SYSTEM, CONN

TO STRUCTURE PER MFR

CONT L6X4X3/8" LLV

1/4 2@12

1/4 2@12

T/STL

6" COMPOSITE DK

SEE PLAN

1/2⌀ X 2'-6" WDB

@ 16" OC

1/

2" C

LR

3/4"⌀ X 5 1/4" HSA

@ 12" OC

COORD W/

STOREFRONT MFR

TOS

30' - 0"

GL

W10X SEE PLAN

STOREFRONT SYSTEM, CONN

TO STRUCTURE PER MFR

CONT L4X4X5/16" LLV

3/16 2@12

3/16 2@12

1 1/2" ROOF DK SEE PLAN

W8X WHERE OCCURS

SEE PLAN

1/

2"

3"

1ST FLOOR

10' - 0"

AB

NEWEXIST

6" COMPOSITE DK

SEE PLAN

W8X SEE PLAN

T/STL

1/2"⌀ X 3'-6" WDB

@ 16" OC

3/4"⌀ X 5 1/4" HSA

@12" OC

CONT L6 X 4 X 3/8 LLV

Z

1' - 5" 7"

1" MOVEMENT JOINT

HSS 2 1/2 X 2 1/2 X 1/4 SEE

PLAN. COORD LOCATION TO

FIT WITHIN DECK HIGH FLUTE,

SEE 15/S522

1/

2" C

LR

(E) WOOD PORTICO

SEE ARCH

6" 1-WAY SLAB,

SEE PLAN & 3/S510 2ND FLOOR

21' - 0"

AB

NEWEXIST

T/STL

/11 S522

NOTE: FOR INFO NOT

CALLED OUT SEE

DETAIL

Z

W8X SEE PLAN

7"1' - 5"

CONT L6 X 4 X 3/8 LLV

HSS 2 1/2 X 2 1/2 X 1/4 SEE

PLAN. COORD LOCATION TO

FIT WITHIN DECK HIGH FLUTE

6" 1-WAY SLAB, SEE PLAN & 3/S510

A

(E) ATTIC

31' - 6"

B

TOS

30' - 0"

NEWEXIST

Z

W8X SEE PLAN

CONT L4 X 4 X 3/8

1" MOVEMENT JOINT

1 1/2" DK SEE PLAN,

WELD TO L4X & W8X

PER PLAN

1ST FLOOR

10' - 0"

AB

NEWEXIST

W8X SEE PLAN

Z

1' - 5" 7"

1" MOVEMENT JOINT

CONT L6 X 4 X 3/8 LLV

2"

NOTE: SEE 11/S522 FOR

INFO NOT CALLED OUT

600T150-54 BOT TK

ANCHORED VENEER

SEE ARCH & SPECS

CONT L6X4X3/8" LLV

3/16 2@12

3/16 2@12

T/STL

600S162-54 STUDS @

16" OC W/ 600T150-54

TOP TK

T/FLR

6" COMPOSITE DK

SEE PLAN

1/2⌀ X 2'-6" WDB (2) @ 6" OC

@ ELEV RAIL CONN, @ 16" OC

ELSEWHERE

1/

2" C

LR

1/2" OR 3/4"⌀ HSA

SEE PLAN

1/2"

1/2"

W10X SEE PLAN

600T200-54 DEEP

LEG VERT SLIP TK

1/

2" ELEV RAIL & CONN PER

MFR WHERE OCCURS

ELEV OPG

INTEGRAL SUPPORT

ANGLE @ OPG WHERE

OCCURS, SEE SPECS BOX HEADER PER

13/S524 WHERE OCCURS

Z

1/2"

1/4" STIFF PL

1/ 2"

2"

W8X SEE PLANW8X SEE PLAN

L6 X 4 SEE 11/S522

1"

HSS 2 1/2 X SEE PLAN

(C3X FLAT @ SIM)

NOTE: COMPOSITE DECK NOT

SHOWN FOR CLARITY. COORD

LOCATION OF HSS/C3X TO FIT

W/IN DECK HIGH FLUTE

1/8

1/8

3/16

3/16

3/16

EA SIDE

HSS 2 1/2 X 2 1/2 X 1/4 BOT FLANGE

BRACE. SLOT TO ACCOMMODATE

1/4" STIFF PL. DO NOT OVERSIZE

SLOT. INSTALL BRACE BEFORE DK

IS IN PLACE

1/4" STIFF PL

S524

ANGLE BEYOND

SEE 2/S524

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

\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 8:

A

M

S522

STEEL DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1 1/2" = 1'-0"1 CURTAINWALL @ FLOOR

1 1/2" = 1'-0"2 CURTAINWALL @ COLUMN

1 1/2" = 1'-0"3 CURTAINWALL @ GIRT

1 1/2" = 1'-0"4 CURTAINWALL @ FLOOR

1 1/2" = 1'-0"8 DETAIL @ PARAPET

1 1/2" = 1'-0"10 DETAIL @ PARAPET

1 1/2" = 1'-0"9 DETAIL @ PARAPET

1 1/2" = 1'-0"5 STOREFRONT @ FLOOR LEVEL

1 1/2" = 1'-0"6 STOREFRONT @ ROOF LEVEL

1 1/2" = 1'-0"11 SLAB @ MOVEMENT JOINT (1ST FLOOR)

1 1/2" = 1'-0"12 SLAB @ MOVEMENT JOINT (2ND FLOOR)

1 1/2" = 1'-0"13 MOVEMENT JOINT @ ROOF

1 1/2" = 1'-0"14 SLAB @ MOVEMENT JOINT @ VENEER

1 1/2" = 1'-0"7 BEAM @ ELEVATOR

1 1/2" = 1'-0"15 TOP & BOT FLANGE BRACE

GUARDRAIL SEE ARCH

1 1/2" 20 GA MTL DK

W/ 2" TOPPING, SEE

PLAN FOR WELDS

MC8X20 L5 X 3 X 1/4 LSV

2@6 2@6

3/16 3/16

HSS12X

HSS12X

IJ IJ

A B

2@6 2@6

3/16 3/16

3/4 " M

AX

B

3/16

L3 X 3 X 1/4 X 0'-4"

3/16

HSS12X

STRINGER

3/16 3/16

L5 X 3 X 1/4 LLV

SIDES

TYP

SIDES

TYP

3/16

HSS COL

PLAN

HSS TO

SEAT

L

SECTION

A B

3/4 " M

AX

HSS12X STRINGER

HSS12X STRINGER

3/16

HSS COL

NOTE:

SEE 2/S523 & 4/S523 FOR ADDL INFO

L5X SEAT 3"

COORD

W/ARCH

SEE 1B/S523

HSS12X SEE 2/S523 & 3/S523

HSS COL

HSS12X STRINGER

CONNECT PER 3/S523

TOP CLIP L

L SEAT

GL

COORD W/

ARCH

HSS

L2 X 2 X 1/4

CONN PER

1/S523 SIM

L3 1/2 X 3 1/2 X 1/4

1/2"∅X36" WDB @

16" OC TO L3 1/2X

STAIR SEE ARCH

HSS12X

HSS

TO

HSS

HSS12X

3/16 3/16

3"

SEE

ARCH

CO

ORD

W/AR

CH

HSS

GUARDRAIL BEYOND SEE ARCH

1/4" END PL

TYP

UNO

3/16 3/16

STAIR SEE ARCH

HSS12X

PARTIAL HSS OR 5/16 PL'S AS REQD

L2 X 2 X 1/4 SEE 1/S523

L3 1/2 X 3 1/2 X 1/4

3/16 3/16

HSS

1/2"∅X36" WDB

@16" OC TO L

STAIR SEE ARCH

HSS12X

END PL 1/4" TO HSS12X

1"

W-SECT,

SEE PLAN

3/8" END PL

WT2 X 6.5 X 0'-8"

END PL

TO WT

OR W-SECT

5/16 5/16

ED

GE

NO

SI

NG

HSS12X

3/16 3/16

2"

SEE

FOR SPLICE INFO

/6 S523

3 SIDES

(2) 5/8"∅X6" EMBED @ 5" OC

SET 3G OR EQ EPOXY ANCHORS

L3 X 3 X 3/8 X 0'-8" 3/16

CONC SLAB

SEE PLAN

NOTE:

DRILL OVERSIZE HOLES CLEAN

AND APPLY EPOXY PER MFR

PRINTED INSTRUCTIONS

1'

0"

1' - 0"

3" CLR

(2) #5 CONT

#4 @ 16" OC

12 123" C

LR

COORD

W/ARCH

HSS

TO

HSS

HSS12X & ANGLE,

SEE 1B/S523

COMPOSITE DK

L2X AS REQD

STAIR SEE ARCH

3/16

HSS WHERE OCCURS

HSS12X

HSS

TO

HSS12X

3"

HSS 4X COL [GALV]

SEE PLAN

1/4" GUSSET [GALV]

(2) L1 1/2 X 1 1/2 X 3/16 1 END [GALV]

FLUSH WELD OPP END, SEE DET

1/S524 SIM

HSS 6X [GALV] SEE PLAN

3/16" GALV CAP PL

T/GUARDRAIL

COORD W/ ARCH

WP

HSS 4X [GALV] BRACE

HSS 6X [GALV] SEE PLAN

NOTE: 1 1/2" COMP DK &

PERP BRACE NOT SHOWN

FOR CLARITY

1/2" MAX

PERP BRACE GUSSET

WHERE OCCURS

2"

1/2"

1/2"

1/2"

T/CONC

HSS 6X [GALV] SEE PLAN

1/ 2"

DECK DIR @ SIM

CONT L3 X 2 X 1/4 LLH [GALV]

1 1/2" COMP DK SEE PLAN

2@12

1/8 2@12

NOTE: SEE PLAN FOR DECK DIRECTION

HSS 12X STRINGER

[GALV] SEE PLAN

HSS 6X [GALV] SEE PLAN

T/GUARDRAIL

COORD W/ ARCH

HSS 4X [GALV] BRACE

HSS 6X [GALV] SEE PLAN

NOTES:

1. SEE DETAIL

FOR INFO NOT CALLED OUT

2. NO STRINGER @ SIM

T/CONC

2"

COMPOSITE DK SEE PLAN

/13 S523

3/16

STRINGER

TO COL

HSS4X COL [GALV]

WP

POURSTOP PER MFR

HSS 6X [GALV]

BEYOND SEE PLAN

STAIR SEE ARCH

HSS12X STRINGER [GALV]

CJP

HSS TO HSS

COMPOSITE DK

SEE PLAN

HSS 12X2 [GALV] SEE PLAN

NOTE: SEE 4/S525 FOR INFO NOT CALLED OUT

HSS 12X STRINGER [GALV]

SEE PLAN. SLOT TO

ACCOMMODATE SHEAR TAB.

DO NOT OVERSIZE SLOT

T/GUARDRAIL

COORD W/ ARCH

T/CONC

1/4" X 3 1/2" SHEAR

TAB [GALV]

3/16 2@4

3/16 2@4

1/2" MAX GAP

3/16

EA SIDE OF

SHEAR TAB

[4 TOT]

3"

TOP OF STRINGER

WORK POINT

NOTE: SEE DETAIL

FOR INFO NOT CALLED OUT

/13 S523

C O

O R

D

W /A

R C

H

WP

ES

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28283

NGTON

MEAN . O

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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

\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 8:

A

M

S523

STEEL DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1 1/2" = 1'-0"1 STRINGER TO DECK

1 1/2" = 1'-0"2 HSS STRINGER @ COLUMN

1 1/2" = 1'-0"3 STRINGER @ HSS COLUMN

1 1/2" = 1'-0"4 LANDING STRINGER

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

1 1/2" = 1'-0"6 HSS 12X

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

1 1/2" = 1'-0"8 STRINGER @ WSECT

1 1/2" = 1'-0"9 STAIR STRINGER @ SLAB

1 1/2" = 1'-0"10 HSS 12X 2

1 1/2" = 1'-0"13 EXT STAIR DETAIL

1 1/2" = 1'-0"12 EXT STAIR DETAIL

1 1/2" = 1'-0"14 EXT STAIR DETAIL

1 1/2" = 1'-0"11 EXT STAIR DETAIL

1 1/2" = 1'-0"15 EXT STAIR DETAIL

2"

1/2" MAX

L

TO

COL 3/16"

3/16" 3/16"

BM

TO

COL

COL ONE END

FLUSH W/ FACE OF

HSS BEAM TO BE

PLAN

HSS COL

HSS COL

L2 x 2 x 3/8 x "L"

WHERE "L" = BEAM

DEPTH MINUS 1 1/2"

HSS BM

HSS BEAM

NOTE:

1. KNIFE PL/BEAM SEAT OR OTHER ERECTION

AID @ FLUSH SIDE PER CONTRACTOR

1/2" MIN

L6X PER 14/S522. CUT VERT

LEG AS REQ'D SO BOT LEG

RUNS UNDER HSS 2 1/2 X

3/16

3/16

1/2"

HSS 2 1/2 X SEE PLAN

NOTE: COMPOSITE DECK

NOT SHOWN FOR CLARITY

PLAN

L6X PER 11/S522

(OR 12/S522)

1"

L6X PER 14/S522. CUT BOT

LEG @ W8X. RUN VERT LEG

OVER TOP OF W8X TO

MEET PERP L6X [L4X @ SIM]

W8X BEL

NOTES:

1. COMPOSITE DECK & WDB'S

NOT SHOWN FOR CLARITY

2. SEE 11/S524 FOR ADDL INFO

PLAN

1" M

O

VE

M

EN

T

JT

GL

L6X PER 5/S522

[L4X PER 6/S522 @ SIM]

(E) BRICK VENEER

PP

5/16

L VERT LEG

TO 8X

Z

FACE OF EXIST BLDG

W12X SEE PLAN

1/4

1/4

TYP

T/STL

SEE PLAN

1" MOVEMENT JT

MOMENT CONN

THIS SIDE

NO MOMENT CONN

THIS SIDE

W8X COL

1/

2" =6

" O

C 3"

3"

1/ 2"

1 1/2" 1 1/2"

1/2" MAX

1/2" 1 1/2"

1 1/2"

W8X SEE

PLAN

3/8" SHEAR TAB

CJP

TOP & BOT

FLANGE

3/16

3/16

TYP

HSS 5X BRACE SEE ELEV,

SLOT TO ACCOMMODATE

GUSSET

WP

1/4" GUSSET PL

3/16

3/16FIELD

WELD TO

W12X

FLANGE

3/16

EA SIDE OF

GUSSET

3/8" STIFF PL @ TOP OF

BRACE GUSSET. SEE

11/S521 FOR WELD INFO

NOTE: SEE 1/S521 & 11/S521

FOR INFO NOT CALLED OUT Z

FACE OF EXIST BLDG

W10X SEE PLAN

1/4

1/4

TYP

T/STL

SEE PLAN

1" MOVEMENT JT

MOMENT CONN

THIS SIDE ONLY

W8X COL

3" 3"

3"

1/

2"

1 1/2" 1 1/2"

1/2"

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

W8X SEE PLAN

CJP

TOP & BOT

FLANGE

3/16

3/16

TYP

3/8" SHEAR TAB

NOTE: SEE 1/S521 & 12/S521

FOR INFO NOT CALLED OUT

1/

2"

LIGHT GAGE STEEL FRAMING:

REF. SSMA

PER JOIST

MIN. Ix IN

REF. SSMA

REF. SSMA8' TO 11'

4' TO 8'

0' TO 4'

OPENING SIZE

(2) 800 S 162-43

(2) 600 S 162-43

(2) 400 S 162-33

HEADER SIZE

6" STUD UNO

6" STUD UNO

A

ADJUST SIZES FOR

8" WALL WHERE OCCURS

SEE NOTE A &

600 T 125-54 TRACK

(2)JST [ ]

CRIPPLE WALL ABOVE

PER JOIST

REF. SSMA

REF. SSMA

REF. SSMA

MIN. Sx IN4 3

HT STUDS EA SIDE FOR EACH

ADD ONE CRIPPLE & FULL HT

SEE SCHEDULE

ADDL 32" OF OPNG WIDTH

LINTEL

C

A

TRACKS AT LEAST THE

SAME GAGE AS THE

STUDS (UNLESS

THICKER TRACK NOTED)

PER MFR (BUT NOT LESS

LATERAL BRIDGING/BRACING

T/CONC

600S STUDS @ 16" OC

@ BRICK VENEER SEE DETAILS

THAN @ 1/3 POINTS)

NOTE:

SCHEDULE

NOTE: SEE 13D/S524

FOR ADDL INFO

REF. SSMAREF. SSMA(2) 1200 S 162-4311' TO 13'

NON-BEARING WALL (L.L.) LINTEL SCHEDULE

ELEVATIONB

SECTION @ LINTELA TYP OPENINGSD

SECTION @ BOT TKC

FULL HT

STUDS STUDS

FULL HT

STUD(S)

CRIPPLE

SEE ARCH

OPENING

ROUGH

STUD(S)

CRIPPLE

SEE ARCH

OPENING

ROUGH

2@8"OC

2@8"OC

2@8"OC

2@8"OC

1/8 1/8

TYP 1/8

1/8 1/8

STUD TYP

STUD TO

2@12 2@12

1/8 1/8

1/8 2@8"OC

1. ALL COLD-FORMED STRUCTURAL STUD FRAMING MEMBERS AND STEEL JOISTS

SHALL BE OF SIZE AND GAGE AS INDICATED ON DRAWINGS.

2. TRACK OF SIZE AND GAGE TO MATCH STUDS SHALL BE PROVIDED AS CONTINUOUS

TOP AND BOTTOM SUPPORT AND SHALL HAVE 1 1/2" FLANGES MIN.

3. ALL STUDS SHALL BE CONNECTED AT EACH LEVEL IN ACCORDANCE WITH DETAILS

AND WITHIN TOLERANCE LIMITS NOTED.

4. STRUCTURAL STUDS AND JOISTS CALLED OUT ARE SSMA SIZES. THE SSMA SIZES

ARE USED TO ESTABLISH STRUCTURAL CAPACITIES AND PERFORMANCE AND ARE

NOT INTENDED TO RESTRICT BIDDING. SUBSTITUTIONS ARE ACCEPTABLE

PROVIDED THEIR STRUCTURAL CAPACITY AND PERFORMANCE MEET OR EXCEED

THOSE LISTED IN THE SSMA CATALOG.

5. FRAMING MEMBERS SHALL BE FABRICATED FROM Fy = 33 ksi STEEL FOR 18 GAGE SECTIONS AND FROM Fy = 50 ksi STEEL FOR 12,14 AND 16 GAGE SECTIONS.

6. ALL WELDS SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH

AWS D1.3.

7. STUDS SHALL BE SEATED SQUARELY IN TRACK AND SHALL BE WELDED TO TOP &

BOT OF TRACK W/ 1/8" FILLET WELD PER MFR TYP ASSEMBLY DETAILS UNO.

A. SIZES BASED ON SSMA (STEEL STUD MFR ASSOC) UNPUNCHED "CEE" TYPE

JOISTS/STUDS.

B. THESE LINTEL SIZES ARE A MINIMUM MEMBER SIZE. LARGER MEMBERS MAY BE USED

AT CONTRACTOR'S OPTION.

C. ALL LINTELS SHALL HAVE A MINIMUM BEARING OF 1 5/8" AND WEB SHALL BE

UNPUNCHED.

D. PROVIDE ALL CONNECTIONS AS RECOMMENDED BY THE STUD MANUFACTURER, UNO.

THRD ROD

PER 2/S506

Y

W12X SEE PLAN

COMPOSITE DK,

SEE PLAN

TOC

3/4"⌀ HSA

SEE PLAN

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

CTR ON W12X

DECK LAP

2 1/2"

CHANGE IN COMPOSITE

DK DIR THIS SIDE GL-Y

1" C

LR

Y

W12X SEE PLAN

SEE

FOR ADDL INFO

TOC

1" CLR WHERE PERP

WDB IS PRESENT

W10X SEE PLAN

CONN PER 1A/S521

NOTE: SEE 7/S522 & 5/S524

FOR ADDL INFO

PERP WDB

FROM 7/S522

/5 S524

Y

HSS5X COL

SEE PLAN

W12X GIRDER SEE

PLAN, CONN PER

2C/S521

TOC

L6X PER

W10X SEE PLAN

CONN PER 2B/S521

SHEAR TAB FOR

PERP W12X GIRDER

SEE 2C/S521

/5 S522

WP

HSS 5X BRACE SEE

6/S521 FOR CONN INFO

5.9

CONT L6X4X3/8 LLV

1/2"⌀ HSA

SEE PLAN

1/2"⌀ X 2'-6" WDB @ 16" OC

3/16 2@12

3/16 2@12 1/2"

1"

1/

2" C

LR

7.2

ELEV RAIL & CONN

PER ELEV MFR

HSS 7X SEE PLAN &

3/S522 FOR ADDL INFO

NOTE: SEE 3/S522 FOR

INFO NOT CALLED OUT

Y

CONT PL 1/8 X 15"

T/ STL

EL 35'-6"

T/ STL

EL 30'-0"

3/16 2@12

3/16 2@12

1/2"

CONT L2 X 2 X 1/4

1 1/2" ROOF DK

SEE PLAN

SE

E

/S

600S162-54 @ 16" OC W/

600T150-54 TOP & BOT TK

600S162-54 @ 16" OC

W/ 600T150-54 TOP &

BOT TK

SIMPSON SCB49.5 VERT SLIDE

CLIP @ EA STUD W/ (3) #12-14

STS TO STRUCTURE & (2) MFR

SCREWS TO STUD

ANCHORED VENEER,

SEE ARCH & SPECS

3/8" END PLATES

HSS 12X STAIR STRINGER

1/4

W10X SEE PLAN

(2) 1/2"⌀ X 2'-6" WDB @ 6" OC

MC6X12 X 0'-8" CTR ON

STRINGER LOCATION

1/2"

3/8" END PL

1/2"⌀ HSA SEE PLAN

3/16

3/16

1 1/2" = 1'-0"11 PERP TO IMF @ FLOOR

1 1/2" = 1'-0"12 PERP TO IMF @ ROOF

1" = 1'-0"13 TYP LIGHT GAGE FRAMING DETAILS @ VENEER WALLS

ES

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ROF

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BR

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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

\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 8:

A

M

S524

STEEL DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

1 1/2" = 1'-0"1 HSS BEAM TO HSS COL

3" = 1'-0"2 MOVEMENT JOINT EDGE DET

3" = 1'-0"3 L6X INTERSECTION

[L4X INTERSECTION @ SIM] 1 1/2" = 1'-0"5 SECTION

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

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

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

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

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

1 1/2" = 1'-0"4 STRINGER @ W-SECT

Revisions: Date:

GA 2@12

PL TO DK 1/8 2@12

GA 2@12

GA 2@12

BOT TK TO PL

1ST FLOOR

10' - 0"

B

2"

C

O O

R D

W / A

R C

H

HSS 12X STRINGER [GALV]

HSS 6X [GALV]

SEE PLAN

BUILT-UP GUSSET

PL 1/4" SEE 10/S521 SIM

3/16

3/16

3/16

4 SIDES

1/8

HSS 12X

STRINGER [GALV]

1/4" CAP PL [GALV]

HSS 4X COL [GALV]

SEE PLAN

1" JOINT

(E) PORCH REINF

CONC SLAB & WALL

HSS 4X [GALV] BRACE

SEE BF-2.5. SLOT TO

ACCOMMODATE GUSSET.

DO NOT OVERSIZE SLOT

WP

HSS4X COL [GALV]

TYP1/2"

1/8

2"

1/2" 1/2"

2"

1/2"

1/2"

NOTE: SEE 5/S525

FOR ADDL INFO

B

(E) REINF CONC PORCH

DECK & SIDE WALL

1/2"⌀ X 36" WDB

@ 16" OC TO L5X

C

LR1"

CONT L5 X3 1/2 X 1/4

LLH [GALV]

COMPOSITE DK, SEE PLAN.

CONN TO HSS & L5X PER PLAN

BUILT-UP FLOORING SEE ARCH

NOTE: SEE 2B/S525 FOR ADDL INFO

3/16

BOTH

SIDES

HSS 12X [GALV] 2"

C

O O

R D

W /A

R C

H

3/16

1/4" END PL [GALV]

1/2"

NOTE:

L5X NOT SHOWN FOR CLARITY

HSS 12X STRINGER [GALV]

COMPOSITE DK, SEE PLAN

B

3/16

HSS 12X TO

HSS 12X

STRINGER

2"

C

O O

R D

W /A

R C

H

HSS 12X [GALV]

HSS 12X STRINGER

SLOPING, SEE DETAIL

HSS 6X [GALV]

SEE PLAN

/11 S523

COMPOSITE DK,

SEE PLAN

3/16

1/4" END CAP [GALV]

3/16

1/2"

HSS 12X [GALV]

+ L5X [GALV]

TOP & BOT

HSS 12X STRINGER [GALV]

+ L5X [GALV]

PLANA

Y

T/STL

L4X SEE

W10X GIRDER

CONN PER 2C/S521

SHEAR TAB FOR PERP

W10X PER 2C/S521

/6 S522

BUILT-UP TEE,

SEE 3A/S521 SIM

HSS 5X BRACE

4"

MIN

1/2"

PERP BRACE PER 6/S202

600T200-54 DEEP

LEG VERT SLIP TK

1/ 2"

ELEV RAIL & CONN

PER ELEV MFR

W8X SEE PLAN

1 1/2" ROOF DK

SEE PLAN

W8X SEE PLAN

CONN PER 1A/S521 SIM

1/

2"

3"

1/

4"

600S162-54 STUD W/

600T150-54 TOP & BOT TK

INTEGRAL SUPPORT

ANGLE @ OPG WHERE

OCCURS, SEE SPECS

BOX HEADER @ DOOR OPG

PER 13/S524 WHERE OCCURS

TOS 2

35' - 6"

7.2

ELEV RAIL & CONN

PER ELEV MFR

W8X SEE PLAN

CONN SEE 7/S525

1 1/2" ROOF DK

SEE PLAN

W8X SEE PLAN

SEE 8/S522 SIM

2ND FLOOR

21' - 0"

A BZ

GA 2@8

GA 2@8

HSS 6X [GALV]

SEE PLAN

12 GA EDGE

FORM [GALV]

2"

DEMO (E) SILL TO

CREATE NEW DOOR

OPENING, SEE ARCH

1" MOVEMENT JT

(E) STRUCTURE &

VENEER TO REMAIN

COMPOSITE

DK SEE PLAN

NEW EXIST

3/16

3/16

HSS 12X [GALV]

L5X [GALV] PER 1B/S523

PLANB

1/ 4"

L5X [GALV] PER 5/S525

2"

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

\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 8:

A

M

S525

STEEL DETAILS Seismic Retrofit and Renovation Bldg. 3

VA Roseburg Healthcare System

653-21-102

11/7/2023 BEM AJW

ISSUED FOR

CONSTRUCTION

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

1 1/2" = 1'-0"5 EXT STAIR DETAIL

1 1/2" = 1'-0"3 EXT STAIR DETAIL

1 1/2" = 1'-0"4 EXT STAIR DETAIL

1 1/2" = 1'-0"2 EXT STAIR DETAIL

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

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

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

1 1/2" = 1'-0"9 EXT STAIR DETAIL

METAL STUD WALL TYPES

DRIVE PIN SPACING

AT TRACKS, UNO

10'-0"

MAX WALL

HEIGHT

STUD

DE…