250508 Los Angeles CA 898-034 Maintenance Plans 6 of 10.pdf

A

B

C

D

F

E

W12x22W12x22

19/32" SHEATHING

PER PLAN NOTES

CMU LINTEL

PER D9/S-503

19/32" SHEATHING

PER PLAN NOTES

LIGHT GAGE TRUSSES

PER MFR @ 24" OC, TYP

LIGHT GAGE TRUSSES

PER MFR @ 24" OC, TYP

DRAG [3000#]

DRAG [6400#]

DRAG [4500#]

DRAG [800#]

CMU LINTEL

PER 15/S-503

CMU LINTEL

PER D9/S-503

D R

A G

D R

A G

S-506

A5

TYP

S-506

D5

TYP

S-506

F3

S-506

F5

S-506

A7

TYP

S-506

F1

S-506

D1

S-506

D5

TYP

STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBRE1. VIATIONS AND LEGEND PER S-001, S-002 AND S-003.

VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE AR2. CHITECTURAL DRAWINGS.

ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANI3. CAL, PLUMBING, ELECTRICAL AND SPRINKLER

DRAWINGS.

4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERA4. L NOTES. SHEATHING TO BE ATTACHED TO ROOF

FRAMING WITH #8 SCREWS @ 6"OC AT PANEL EDGES AND 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN

(LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. PROVIDE 1/8" SPACE

BETWEEN PANEL ENDS AND EDGES. BLOCK AND NAIL PANEL EDGES.

ALL ROOF FRAMING SHALL BE PREFABRICATED STEEL TR5. USSES UNO. ROOF TRUSSES SHALL BE DESIGNED AND

SUPPLIED FOR THE FOLLOWING CRITERIA:

- TRUSS LAYOUT SHOWN IS A SUGGESTED LAYOUT. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT

AND CONFIGURATION. CHANGES MUST BE SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCHITECT

WITH BEARING POINTS AND REACTIONS TO STRUCTURE.

- DEAD AND LIVE LOADS AND SUBMITTAL REQUIREMENTS PER STRUCTURAL GENERAL NOTES.

- ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING.

CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH LOCATIONS AND SUPPORT CONDITIONS OF ALL

MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOADS.

- [2000#] INDICATES HORIZONTAL SHEAR LOAD IN ROOF TRUSS LOCATED ABOVE SHEAR WALLS. TRUSS

MANUFACTURER SHALL DESIGN THESE TRUSSES FOR THE BRACKETED LATERAL LOAD SPECIFIED ON PLAN IN

ADDITION TO THE DESIGN DEAD LOADS AND LIVE LOADS.

- PROVIDE SIMPSON S/H2.5 HURRICANE TIES AT ROOF TRUSSES, TYP PER A3/S-506, A5/S-506, & A7/S-506.

CMU WALL TYPES, REINFORCING SIZE AND SPACING PER6. PLAN. ALL WALLS SHALL BE SOLID GROUTED.

MATERIALS AND SPECIAL INSPECTION REQUIREMENTS AS PER STRUCTURAL GENERAL NOTES, UNO.

CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHOR7. ING AND ALL TEMPORARY BRACING/STABILITY OF

SYSTEM DUE TO CONSTRUCTION LOADS.

TYPICAL DETAILS PER:8.

S-503 CMU WALL DETAILS

ROOF FRAMING PLAN NOTES:

Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

98765421 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

10987654321

Project Title

LOS ANGELES NATIONALCEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

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M a in t_

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S-105

MAINTENANCE BUILDING AND COVERED

PARKING ROOF FRAMING PLAN

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

F1

MAINTENANCE & COVERED PARKING ROOF FRAMING PLAN N

43Date:Revisions:

P E

R P

L A

N

PER PLAN

CMU WALL PER PLAN

PROVIDE (2) #4 IN HORIZ BOND BEAM

IN ALL COURSES BELOW & FIRST

COURSE ABOVE SOG

DOWELS TO MATCH CMU WALL

VERT REINF (ALT HOOKS)

SOG & REINF PER PLAN

REINF PER PLAN

F

/S -5

L A

P P

E R

T/SLAB

PER PLAN

T Y

P

C

L R

STEEP AS POSSIBLE

STL STUD WALL

PER PLAN

ATTACH TRACK TO

CONC PER F5/S-504

TRACK PER PLANSOG & REINF

PER PLAN

NOTES:

1. FOR BEARING WALL ONLY. SHEAR

WALL ATTACHMENT PER SHEAR

WALL SCHEDULE.

T/SLAB

PER PLAN

P E

R P

L A

N

T/FTG

PER PLAN

PER PLAN

REINF PER PLAN

REINF PER PLAN

C L R

REINF PER PLAN, CTRD

IN WALL (ALT HOOKS)

CONC STEMWALL

PER PLAN

12"Wx12"DP THICKENED

SLAB EDGE W/ (2) #5B

STEEP AS POSSIBLE

P E

R P

L A

N

BOTTOM REINF

PER PLAN

C L R

T/SLAB

PER PLAN

T/FTG

PER PLAN

DOWELS W/ STD HOOK TO

MATCH VERT REINF

CLR

2"

CONC FTG PER PLAN

HORIZ REINF

PER PLAN

VERT REINF

PER PLAN

CONC SHEAR WALL

PER PLAN

TOP REINF

PER PLAN

C L R

FTG DRAIN PER

GEOTECH & CIVIL

12"Wx12"DP THICKENED

SLAB EDGE W/ (2) #5B

PER PLAN PER PLAN

P E

R P

L A

N

PER PLAN PER PLAN

CMU WALL PER PLAN

PROVIDE (2) #4 IN FIRST

COURSE ABOVE SOG

REINF PER PLAN

DOWELS TO MATCH CMU WALL

VERT REINF (ALT HOOKS)

SOG & REINF

PER PLAN

C L R

T/SLAB

PER PLAN

T/FTG

PER PLAN

CONC WALL & REINF PER PLAN

F /S

-5

L A

P P

E R

FTG DRAIN PER

GEOTECH & CIVIL

12"Wx12"DP THICKENED

SLAB EDGE W/ (2) #5B

STEEP AS POSSIBLE

NOTE:

FOR BEARING WALL ONLY. SHEAR WALL

ATTACHMENT PER SHEAR WALL SCHEDULE.

STL STUD WALL

PER PLAN

VENEER PER ARCH

(2) #4 CONT

GROUT SOLID BELOW

GRADE, TYP

#4 CONT

BELOW VENEER

REINF PER PLAN

ATTACH TRACK TO

CONC PER F5/S-504

CONC STEMWALL

PER PLAN

SOG & REINF

PER PLAN

C

L R

PER PLAN

T/SLAB

PER PLAN

T/FTG

PER PLAN

FIN GRADE

TYP

2" CLR,

PLAN

PER

[PERIMETER RIGID

INSULATION, PER ARCH]

1/2"

P L A

N

P E

R

REINF PER PLAN

12"Wx12"DP THICKENED

SLAB EDGE W/ (2) #5B

STEEP AS POSSIBLE

C L R

PER PLAN

(4) #5B EW

COL PER PLAN

SOG & REINF PER PLAN

GRID

TYP

3" CLR

T/SLAB

PER PLAN

T/FTG

PER PLAN

#3 HOOPS @ 4"OC

(4) #5 VERT

PLAN - SQUARE PLINTH

INFILL CONC PER TYP

CONTROL JOINT DETAILS

CONC PLINTH &

REINF PER PLAN

T/PLINTH

PER PLAN

1"+- NON-SHRINK

GROUT

BP & AB's PER

PLAN

T Y

P

C

L R

P E

R P

L A

N

PER PLAN

P L A

N

P E

R

H O

O P

T Y

P

T O

S

T

PLANS

THICKENED SLAB

EDGE PER PLAN

3/16" THK

BASE PLATE

COL PER PLAN

PLAN - COLUMN BASE PLATE

CL COL

1/4"

CL COL

(4) 3/4"Ø THRD RODS

W/ WASHERS & HEX

NUTS TYP UNO

1"Ø GROUT

HOLE

(OPTIONAL)

TYP

1 1/2"

/2 T Y

P

STEEP AS POSSIBLE

BUNDLED STUDS PER PLAN

SHEAR WALL PANEL EDGE

SCREWS PER SHEAR WALL

SCHED AT (1) HD COMPRESSION

STUD & WALL END STUD, FIELD

SCREWS AT ALL OTHER STUDS

SHTHG PER

PLAN

BOT TRACK

PER PLAN

SOG BEYOND

PER PLAN

CONC STEMWALL

PER PLAN

CONC FTG

PER PLAN

THRD ROD W/ WASHER &

NUT PER PLANNOTE:

SLAB AND FOOTING REINFORCING

NOT SHOWN FOR CLARITY.

HOLD-DOWN &

ROD PER PLAN

E M

B E

D

C L R

T/FTG

PER PLAN

T/STEMWALL

PER PLAN

MIN

1'-3"

POST PER

PLAN

HD PER PLAN

M

IN

C

L R

EQ EQ

(2) #5 x 48"

DBL NUT W/

2x2x3/16 PL

WASHER AND

5/8"Ø AB

POST PER

PLAN

HD PER PLAN

M

IN

C

L R

EQ EQ

(2) #5 x 48"

DBL NUT W/

2x2x3/16 PL

WASHER AND

5/8"Ø AB

NOTE:

SLAB AND FOOTING REINFORCING NOT SHOWN FOR CLARITY.

EDGE FOOTING INTERIOR FOOTING

T/SLAB

PER ARCH

T/FTG

PER PLAN

P E

R P

L A

N

PER PLAN

CONF FTG PER

PLAN

DOWEL W/ STD HOOK

TO MATCH VERT REINF

(ALT HOOKS)

CMU WALL &

REINF PER PLAN

C L R

C L R

FIN GRADE

CMU CAP PER ARCH

F

/S -5

L A

P P

E R

(2) #5 T&B CONT

#5 T&B @ 16"OC

8" CONC STEM WALL

W/ (3) #5 HORIZ

(2) #4 IN BOND BEAM

AT TOP & BOT COURSE

SOG PER OTHERS

STEEP AS POSSIBLE

P E

R P

L A

N

PER PLAN

CMU WALL PER PLAN

PROVIDE (2) #4 IN FIRST

COURSE ABOVE SOG

REINF PER PLAN

DOWELS TO MATCH CMU WALL

VERT REINF (ALT HOOKS)

SOG & REINF

PER PLAN

C L R

T/SLAB

PER PLAN

T/FTG

PER PLAN

CONC WALL & REINF PER PLAN

F /S

-5

L A

P P

E R

12"Wx12"DP THICKENED

SLAB EDGE W/ (2) #5B

STEEP AS POSSIBLE

(E)CONC SLAB &

REINF PER PLAN

WF PER PLAN AS

OCCURS

1"± NON-SHRINK

GROUT, MIN

3/4" THK BASE PLATE W/

(4) 3/4"Ø ANCHOR BOLTS

3/4 x 4"SQ PLATE

WASHER PLAN AT WF COLUMN

CJP

TABLE 1

BASEPLATE

THICKNESS

3/8" , 1/2"

5/8" , 3/4"

> = 7/8"

"F"

FILLET

SIZE

3/16"

1/4"

5/16"

T/(E)SLAB

PER PLAN

CL COL

C L C

O L

1"Ø GROUT HOLE

(OPTIONAL)

T Y

P

/2

T Y

P

/2

M

IN

TYP

1/2" MIN

(COL "T" - 2" AT W8)

COL "T" - 2 1/2"

"F" "T"

"F" "T"

"T" PER AISC

BP PER PLAN

TYP UNO

"F"

EITHER SIDE

OF FLANGE

TYP, "F" PER

TABLE 1

PLAN

M

IN

NOTES :

1. DO NOT WELD IN "K" REGION OF COLUMN.

2. "T" EQUALS DIMENSION BETWEEN "K" REGIONS PER AISC.

M A

X

" T/O FINISHED FLOOR

PER ARCH

C L R

REINF PER PLAN

(E) SOG

(E) BRICK WALL

T/(E)SLAB

PER PLAN

C L R

DEMO (E) SOG & FTG DIRECTLY

UNDER SMF COLUMN AND

POUR (N) FTG PER PLAN

P E

R P

L A

N

S-501

C3

#4 DOWEL @ 24"OC W/ 6" MIN EMBED

INTO (E) CONC SOG W/ ADHESIVE PER

GENERAL NOTES, CENTERED ON (E) SOG

(E) CONC FTGREINF PER PLAN

#4 DOWEL @ 12"OC W/ 6" MIN EMBED

INTO (E) CONC FTG W/ ADHESIVE PER

GENERAL NOTES, CENTERED ON (E) FTG

Ld PER F9/S-502

C

L R

PER LANDSCAPE

PER LANDSCAPE

P E

R L

A N

D S

C A

P E

WEATHER STATION

AND ANCHORAGE

PER LANDSCAPE

CONC FOOTING

(3) #5T&B EW

TYP

3" CLR

C

L R

T/SOG

PER PLAN

P E

R P

L A

N

PER PLAN

3" CLR

VEHICLE LIFT AND

ATTACHMENT PER

OTHERS

SOG & REINF PER

PLAN

(6) #5B EW

NOTE:

CENTER THICKENED SLAB UNDER VEHICLE LIFT ATTACHMENTS

STEEP AS POSSIBLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

A N

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M a in t_

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S-501

STRUCTURAL - FOUNDATION DEATILS

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

D7

INTERIOR THICKENED SLAB

FOOTING AT CMU NONBEARING WALL

(03161) SCALE: 3/4" = 1'-0"

D9

TYPICAL STEEL STUD WALL AT INTERIOR FOOTING

(03073M)SCALE: 3/4" = 1'-0"

D5

FOOTING AT CONCRETE WALL

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

F3

EXTERIOR FOOTING AT CMU WALL

(03150AM) SCALE: 3/4" = 1'-0"

F5

TYPICAL EXTERIOR WALL FOOTING

WITH VENEER

(03071AM) SCALE: 3/4" = 1'-0"

F7

FOOTING AT STEEL COLUMN

(03007M)

SCALE: 1" = 1'-0"

C9

HOLD-DOWN TO FOOTING

(07081)SCALE: 3/4" = 1'-0"

C7

FOOTING AT STEEL STUD WALL HOLD-DOWN

(03073M)

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

D3

EXTERIOR FOOTING AT CMU WALL

(03150B)

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

F1

INTERIOR FOOTING AT CMU WALL

(03150AM)

SCALE: 1" = 1'-0"

C3

SMF COLUMN CONNECTION TO FOOTING

(05001)SCALE: 1" = 1'-0"

C1

(N) FOOTING TO (E) FOOTING CONNECTION

(05001)

SCALE: 1" = 1'-0"

D1

WEATHER STATION FOOTING

(03150B)

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

A1

THICKENED SLAB ON GRADE AT VEHICLE LIFTS

(03150B)

44Revisions: Date:

I

—=DCI

MRWM JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone:(406)218-9980

VA

REINF PER PLAN

VAPOR BARRIER

WHERE REQD

COMPACTED STRUCT FILL OR

COMPETENT NATIVE SOIL PER

GEOTECH REPORT

SUBGRADE PREPARATION

PER GEOTECH REPORT

CONSTRUCTION JOINT

CONTROL JOINT

SUBGRADE

PREPARATION PER

GEOTECH REPORT

VAPOR BARRIER

WHERE REQD

COMPACTED STRUCT FILL OR

COMPETENT NATIVE SOIL PER

GEOTECH REPORTNOTES:

5/8"ø x 24" SMOOTH BAR

@ 24"OC, GREASE ONE

SIDE IN DOWEL INSERT

REINF PER PLAN

1. CONSTRUCTION JOINT IS A JOINT BETWEEN DIFFERENT

POURS. CONTROL JOINT IS A CRACK CONTROL JOINT WITHIN

THE SAME POUR.

2. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE

WITHOUT CAUSING RAVELING OF CONCRETE EDGES.

SAWCUT ALONG SHORT DIRECTION OF POUR FIRST.

3. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH

RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL.

4. CONSTRUCTION/CONTROL JOINT TO ENCLOSE

APPROXIMATE SQUARE AREAS 225 SQUARE FEET

MAXIMUM, WITH MAXIMUM PANEL ASPECT RATIO

OF 1.3 TO 1.0.

5. CONTRACTOR TO SUBMIT

CONSTRUCTION/CONTROL JOINT PLAN TO

STRUCTURAL ENGINEER OF RECORD FOR

REVIEW/APPROVAL.

PER

PLAN

t

PER

PLAN

t t/4 SAWCUT DEPTH OR t/4

PREMOLDED JOINT (1 1/2" MIN)

T/SLAB

PER PLAN

T/SLAB

PER PLAN

#5 CONT

SOG & REINF

PER PLAN

STEEP AS POSSIBLE

REINF PER PLAN

[(2) #5 CONT, MIN]

M

IN

PER PLAN

DOWELS x TO

MATCH SLAB REINF

T/SLAB

PER PLAN

FIN GRADE

PER ARCH

24"

C L R t t M

A X

P E

R P

L A

N

SOG PER PLAN REINF PER PLAN

VAPOR BARRIER

WHERE REQD

DOWELS TO MATCH SLAB REINF

OR BEND CONT REINF

MIN

8"

SCHED

LAP PER

PER

PLAN

T/SLAB

PER PLAN

SOG & REINF

PER PLAN

M

IN8

6"

P L A

N

P E

R

VAPOR BARRIER

WHERE REQD

THICKENED SLAB OPTION

PER PLAN

#4 @ 12"OC

EW, TYP

PER PLAN

P L A

N

P E

R

#4 @ 12"OC

EW, TYP

VAPOR BARRIER

WHERE REQD

CONTINUOUS SLAB OPTION

TYP

1 1/2" CLR

#4 DOWELS x @ 12"OC, EMBED 6" W/ ADHESIVE, TYP

#4 DOWELS x

@ 12"OC, TYP

C L R

SOG & REINF

PER PLAN

C L R

TYP

1 1/2" CLR

T/SLAB

PER PLAN

T/SLAB

PER PLAN

12"

12"

12"

ADDL #4 @ 12"OC

OVER DUCT

SOG & REINF PER PLAN

DUCT & ENCASEMENT

REQUIREMENTS PER MEP

T/SLAB

PER PLAN

C L R

TYP

1'-0"

TYP

1'-0"

(2) #4 (EXTEND 24" PAST

TROUGH, ALL SIDES) SOG & REINF PER PLAN

FLR TROUGH, SIZE, TYPE

& LOCATION PER

ARCH/PLUMBING DWGS

FLOOR TROUGH

FLOOR DRAIN

T/SLAB

PER PLAN

TYP

8"

SLOPE

PER ARCH

#4 (EXTEND 24" PAST

DRAIN, ALL SIDES)

SOG & REINF PER PLAN

FLR DRAIN, SIZE, TYPE

& LOCATION PER

ARCH/PLUMBING DWGS

T/SLAB

PER PLAN

SLOPE

PER ARCH

TYP

8"

SLOPE

PER ARCH

SLOPE

PER ARCH

2 1/2" MIN

4d OR

90°

NOTE:

TIES AND CROSSTIES FOR SHEAR WALL

BOUNDARY ELEMENTS SHALL BE

DETAILED AS COLUMN TIES/CROSSTIES.

D D

45°

45° D D 180°

D = 6d FOR #3 THRU #8

D = 8d FOR #9, #10 & #11

D = 10d FOR #14 & #18

ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS

STIRRUP STIRRUP OR TIE

D = 4d FOR #3, #4 & #5

D = 6d FOR #6, #7 & #8 d

D

D

180°

M

IN

d O

R

D

D

135°

3" M

IN

6d O R

D

D

90°

12d

D D 90° 135°

3" M

IN

6d

O R

D D 90° 180°

3" MIN

6d OR

M

IN

d O

R

BEAM OR COLUMN CROSSTIES

BEAM STIRRUPS AND COLUMN TIES

d = BAR DIAMETER, D = BEND DIAMETER

M

IN

d O

R d d d d d

PIPE SLEEVE

AS REQD, TYP

CONC STEMWALL

PER PLAN

PIPE, TYP

CONC FTG

PER PLAN

PLACE CONC FILL

BEFORE FTG POUR

(SAME WIDTH AS FTG)

SLOPE CUT AS REQD

PER GEOTECH REPORT

EXCAVATION NOT

ALLOWED BELOW

THIS LINE

NOTES:

1. PRIOR TO CONSTRUCTION,

STRUCTURAL ENGINEER OF RECORD

SHALL REVIEW PIPES/SLEEVES GREATER

THAN 8" DIAMETER AND SPACED

CLOSER THAN 3" APART.

2. ALUMINUM MATERIALS SHALL NOT BE

EMBEDDED IN CONCRETE.

C L R

M

IN

/2

ELEVATION

SECTION

B E

Y O

N D

P E

R P

L A

N

F T G

D E

P T H

PER PLAN

M

A X

M

IN6

C L R

1'-6" MIN

EQ EQ

CL PIPE

P E

R P

L A

N

F T G

D E

P T H

T H

R U

T H

IS

P

O R

T

IO

N

D O

N O

T P

A S

S P

IP

E

S

O F F

T G

1'-6" MIN

1" CLR

TYP

1" CLR

TYP

T/FTG

PER PLAN

T/FTG

PER PLAN

FIN GRADE

PER ARCH/

CIVIL

S E

C T

IO

N

CL COL

C L C

O L

CL COL

1"Ø GROUT HOLE

(OPTIONAL)

COL PER PLAN

COL PER PLAN

(4) 3/4"Ø THRD RODS W/

HEX NUTS & WASHERS UNO

1"± NON-SHRINK GROUT, MIN

CONC FTG PER PLAN

P E

R P

L A

N

M

IN

U N

O

T Y

P

C

L R

PLAN - INTERIOR COLUMN

ELEVATION

"F"

SIZE PER

TABLE 1 TYP

TACK WELD

NUT TO AB

T Y

P

/2

TYP

1 1/2"

BP PER PLAN

TABLE 1

BASEPLATE

THICKNESS

3/8" , 1/2"

5/8" , 3/4"

> = 7/8"

"F"

FILLET

SIZE

3/16"

1/4"

5/16"

TYP

1 1/2"

T Y

P

/2

T/FTG

PER PLAN

PLAN

EDGE OF FTG

DOWEL TO MATCH

LONGIT REINF

DOWEL W/

STD HOOK

TO MATCH

CROSS FTG

LONGIT REINF

CROSS FTG

AT CORNERS AT INTERSECTIONS

NOTE:

1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE.

2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS.

S C

H E

D T Y

P

L A

P P

E R

S C

H E

D T Y

P

L A

P P

E R

NOTES:

1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE.

2. WALL REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS.

3. AT FOOTINGS AND STEMWALLS, CORNER REINFORCING TO MATCH FOOTING AND

STEMWALL HORIZONTAL REINFORCING.

AT CORNERS AT INTERSECTIONS

S C

H E

D T Y

P

L A

P P

E R

S C

H E

D T Y

P

L A

P P

E R

3/4" CHAMFER

AT WALLS NOT IN

CONTACT W/ SOIL

DOWEL

TO MATCH

HORIZ REINF

CROSS

WALL

DOWEL W/ STD HOOK

TO MATCH CROSS WALL

HORIZ REINF

CJ WHERE

OCCURS

PIPE OR CONDUIT

SOG PER PLAN

C L R

MIN

4"

NOTE:

ALUMINUM MATERIALS SHALL NOT BE

EMBEDDED IN CONCRETE.

C L R

T/SLAB

PER PLAN

NOTES:

1. ALL TABULATED VALUES ARE IN INCHES.

2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR

COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db.

3. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld.

4. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK.

5. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS

AS "TOP BAR".

6. LAP SPLICE OF DIFFERENT SIZED BARS TO BE THE LARGER OF Ld OF THE LARGER BAR OR SPLICE LENGTH OF THE

SMALLER BAR.

7. LAP SPLICE OF #14 AND #18 BARS IS NOT PERMITTED. LAP SPLICE OF SMALLER TO #14 AND #18 BARS IS NOT

PERMITTED.

8. LAP SPLICE OF DIFFERENT GRADES OF REINFORCING TO BE THE LARGER OF Ld OF THE HIGHER GRADE BAR OR

SPLICE LENGTH OF THE LOWER GRADE BAR.

9. SHEAR WALL REINFORCING LAP SPLICE SCHEDULE PER D9/S-506.

BAR

SIZE

MISCELLANEOUS

BARS

TOP BARS

(see note #5)

HOOKED

BARS

Ld Splice Ld Splice Ldh f'c = 3000psi

#3 17 22 22 28 9

#4 22 29 29 38 11

#5 28 36 36 47 14

#6 33 43 43 56 17

#7 48 63 63 81 20

#8 55 72 72 93 22

#9 62 81 81 105 25

#10 70 91 91 118 28

#11 78 101 101 131 31

01400

#14 93 N/A 121 N/A 38

#18 124 N/A 161 N/A 50

GRADE 60 REINFORCING

f'c = 4000psi

#3 15 19 19 25 8

#4 19 25 25 33 10

#5 24 31 31 41 12

#6 29 37 37 49 15

#7 42 54 54 71 17

#8 48 62 62 81 19

#9 54 70 70 91 22

#10 61 79 79 102 25

#11 67 87 87 114 27

#14 81 N/A 105 N/A 33

#18 108 N/A 140 N/A 43

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

B1

TYPICAL SLAB ON GRADE

JOINT DETAILS WITH REINFORCING

(03201) SCALE: 3/4" = 1'-0"

B3

TYPICAL THICKENED SLAB EDGE FOOTING

(03203) SCALE: 3/4" = 1'-0"

B5

TYPICAL DEPRESSED SLAB DETAIL

(03202)

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

B7

CONCRETE PAD ON SLAB ON GRADE

(03205) SCALE: 3/4" = 1'-0"

B9

DUCT UNDER SLAB ON GRADE

(03204A)

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

D1

TYPICAL SLAB ON GRADE FLOOR DRAINS

(03244) SCALE: 3/4" = 1'-0"

D3

STANDARD HOOKS AND BENDS

(03400) SCALE: 3/4" = 1'-0"

D7

TYPICAL PIPE AND TRENCH LOCATIONS AT

CONCRETE STEMWALL/FOOTING

(03190)

SCALE: 1" = 1'-0"

F1

TYPICAL BASEPLATE TO FOUNDATIONCONNECTION - HSS COLUMN

(05030) SCALE: 3/4" = 1'-0"

F5

PLAN - TYPICAL CORNER REINFORCING

AT CONCRETE FOOTINGS

(03132) SCALE: 3/4" = 1'-0"

F7

PLAN - TYPICAL CORNER REINFORCING

AT CONCRETE WALLS

(03403)

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

D5

PIPE OR CONDUIT

EMBEDDED IN SLAB ON GRADE

(03204)

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

F9

TYPICAL LAP SPLICE AND

DEVELOPMENT LENGTH SCHEDULE

(01400)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

A N

C

C

M

M a in t_

S tr u c t_ s c a rr ill o d c i-e n g in e e rs

.c o m

.r v t

/3

/2

:4

:5

A

M

S-502

STRUCTURAL - FOUNDATION DETAILS

45Revisions: Date:

NOTES:

[1] DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE

USED NOTED OTHERWISE ON DRAWINGS.

[2] REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN IN

CONTACT OR WHEN BARS ARE IN ADJACENT GROUTED CELLS AND

ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LAP

LENGTH INDICATED AND NEVER FURTHER APART THAN 8".

[3] PROVIDE 2" CLEAR COVER FOR ALL BARS. CLEAR COVER IS

DEFINED AS THE DISTANCE FROM THE NEAREST EXTERIOR

MASONRY SURFACE TO OUTERMOST SURFACE OF REINFORCEMENT.

[4] ALL TABULATED VALUES ARE IN INCHES.

TYPICAL REINFORCEMENT IN STRUCTURAL MASONRY

BAR

SIZE

BAR AT FACE SHELL [3]

6" 8" 10" 12" f'm = 2000psi, f'y=60000psi

#4 18 13 12 12

#5 28 20 16 13

#6 53 38 29 24

#7 --- 52 40 33

#8 --- 72 61 50

01402

STRUCTURAL MASONRY DEVELOPMENT

LENGTH AND LAP SPLICE LENGTH SCHEDULE

ALL CMU BLOCK SIZES

CENTERED BAR SECTION

CL CMU BLOCK

P E

R S

C H

E D

U L E

D E

V E

L O

P M

E N

T L

E N

G T H

/L A

P S

P L

IC

E

TYP

3/4" MAX,

BAR AT CMU FACE SHELL SECTION

CL CMU BLOCK

P E

R S

C H

E D

U L E

D E

V E

L O

P M

E N

T L

E N

G T H

/L A

P S

P L

IC

E

CMU WALL

PER PLAN

VERT REINF

PER PLAN

HORIZ REINF

PER PLAN

CLR

2"

NOTE:

SOLID GROUT ALL CELLS

WITH REINFORCING.

BAR CENTERED IN CMU BLOCK

NOMINAL CMU BLOCK SIZE

NOTES:

1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOTES.

2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS.

3. CMU WALLS ARE SOLID GROUTED.

OPENING

OPENING

TYP HOOK IF

2'-0" MIN

MIN LENGTH

NOT AVAILABLE

CORNER REINF PER

D7/S-503 TO MATCH

HORIZ REINF, TYP

TYP HORIZ REINF

IN BOND BEAM,

TYP AT OPNG

(2) TYP VERT

REINF MIN, TYP

AT CORNERS

(2) TYP VERT

REINF MIN, TYP

AT OPNG

TYP HORIZ

REINF AT

T/WALL

PROVIDE (2) TYP VERT REINF, MIN

FOR WALL SECTIONS 16" OR SMALLER,

CMU CONTROL JOINT

PER D5/S-503, LOCATION

& WATERPROOFING

PER ARCH

TYP CONT HORIZ

REINF IN BOND

BEAM AT FLR,

ROOF LINE THRU

CONTROL JOINTS

STOP HORIZ REINF

AT CONTROL JOINT,

TYP UNO

TYP VERT REINF,

EA SIDE OF

CONTROL JOINT,

TYP

TYP HORIZ REINF

PER PLAN

TYP HORIZ REINF

IN BOND BEAM

AT SILL

TYP HORIZ REINF

IN FIRST COURSE

DOWELS TO MATCH VERT REINF

(PROVIDE STD HOOK PER STRUCT

NOTES AS REQD)

(4) TYP HORIZ

REINF AT FLR,

ROOF LINE W/

MIN 16"DP

BOND BEAM

F

/S -5

L A

P P

E R

T/WALL

T/FLR

OR ROOF

PER PLAN

T/FTG

OR SLAB

PER PLAN

NOTE:

CONTROL JOINT LOCATION CRITERIA PER STRUCTURAL GENERAL

NOTES. CONTRACTOR SHALL COORDINATE LOCATION OF JOINT

WITH ARCHITECT AND STRUCTURAL ENGINEER.

CL JOINT

VERT CONTROL JOINT, OMIT

MORTAR. CAULK PER ARCH

TERMINATE HORIZ REINF 2" FROM

CONTROL JOINTS. EXCEPT AT FLR

& ROOF BOND BEAMS

PROVIDE 16" SMOOTH DOWEL

(SAME SIZE AS HORIZ REINF) ACROSS

JOINT. PREVENT BOND BTWN DOWEL

& GROUT W/ GREASE OR PLASTIC

SLEEVE. CAP ALL DOWELS TO ALLOW

1" OF MOVEMENT.

PROVIDE CLOSED END BLOCKS

AT CONTROL JOINTS, TYP

VERT REINF PER F5/S5.03

NOTES:

1. LAP LENGTHS PER REINFORCING LAP SPLICE AND DEVELOPMENT LENGTH

SCHEDULE FOR CMU.

2. WALL REINFORCING PER PLANS, ELEVATIONS, SECTIONS AND DETAILS.

3. CORNER REINFORCING AT FOOTING AND STEMWALLS TO MATCH FOOTING

AND STEMWALL HORIZONTAL REINFORCING.

AT CORNERS AT INTERSECTIONS

CORNER REINF TO

MATCH HORIZ REINF

CORNER REINF TO

MATCH HORIZ

WALL REINF

CROSS WALL

T Y

P

L A

P L

E N

G T H

TYP

STD HOOK

L A

P L

E N

G T H

T Y

P

LINTEL LINTEL W/

SHEAR REINF

BOND BEAMSILL

BOND BEAM

BLOCK

(2) #4 IN

LINTEL BLOCK

90° HOOK

PARALLEL

TO WALL

(2) #4 IN BOND

BEAM BLOCK

OPEN BOND BEAM

(2) #4 IN BOND

BEAM BLOCK

(2) #4 IN

LINTEL BLOCK

#3 @ 8"OC

(2) #4

T Y

P U

N O

NOTE:

PROVIDE LINTEL WITH SHEAR REINFORCING AT

OPENINGS GREATER THAN 6'-0"

HORIZ REINF

PER PLAN

HAIRPINS TO

MATCH HORIZ

REINF, TYP

(2) #5 TYP AT

WALL END UNO

1 1/2" CLR

LAP PER SCHED

T Y

P E

F

/2 C

L R

VERT REINF

PER PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

321 4 5 6 7 8 9 10

LOS ANGELES NATIONAL CEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

A N

C

C

M

M a in t_

S tr u c t_ s c a rr ill o d c i-e n g in e e rs

.c o m

.r v t

/3

/2

:4

:0

A

M

S-503

STRUCTURAL - CMU FRAMING DETAILS

SCALE: 1" = 1'-0"

F7

TYPICAL DEVELOPMENT LENGTH AND LAP SPLICE LENGTH SCHEDULE FOR STRUCTURAL MASONRY

(01402)SCALE: 1" = 1'-0"

F5

ELEVATION - TYPICAL REINFORCING IN CMU WALL

(04000)

SCALE: 1" = 1'-0"

D5

PLAN - CMU CONTROL JOINT

(04001) SCALE: 1" = 1'-0"

D7

PLAN - TYPICAL CORNER REINFORCING

AT CMU WALLS

(04002) SCALE: 1" = 1'-0"

D9

CMU LINTELS, SILLS AND BOND BEAMS

(04003)

SCALE: 1" = 1'-0"

B9

PLAN - TYPICAL CMU WALL END

(04002)

46Revisions: Date:

01434D

WALL

TYPE

MINIMUM STUD

AND TRACK

THICKNESS

SCREW SPACING

AT PANEL EDGE

ATTACHMENT

TOP AND BOTTOM

TRACK ATTACHMENT

SHEAR

CAPACITY

(PLF, ASD)

43MIL

54MIL AT CONC

#10 @ 4"OC6"OC 422

NOTES:

[1] TYPICAL SHEAR WALL ELEVATION PER D9/S-504.

[2] PROVIDE BRIDGING AT ALL SHEAR WALLS PER D1/S-505.

[3] PROVIDE BLOCKING AT ALL PANEL EDGES.

[4] PROVIDE MINIMUM (2) STUDS AT EACH END OF SHEAR WALL CONNECTED TOGETHER WITH (2) #10 SCREWS @ 12"OC OR 1" LONG WELDS @ 12"OC.

[5] STUDS SHALL HAVE MINIMUM FLANGE WIDTH OF 1 5/8". RIM TRACK SHALL BE 54MIL MINIMUM.

[6] STUD AND TRACK THICKNESS MAY BE GOVERNED BY BEARING WALL REQUIREMENTS, PER [BEARING WALL SCHEDULE

[7] ATTACH SHEATHING TO STEEL STUD FRAMING WITH #8 x 1 1/4" SELF-DRILLING/SELF-TAPPING 3/4" LONG DRILL TIP BUGLE HEAD SCREWS

(MINIMUM SHANK Ø = 0.164", MINIMUM HEAD Ø = 0.3145"). SCREW FASTENER HEAD MUST BE FLUSH WITH PANEL SURFACE AND PENETRATE INTO

THE STEEL STUD FRAMING MEMBER A MINIMUM OF (3) EXPOSED THREADS. INSTALL FASTENER WITH A MINIMUM 3/8" EDGE DISTANCE.

[8] PROVIDE FASTENERS @ 12"OC ALONG INTERMEDIATE FRAMING MEMBERS.

SS6

EMBED CONNECTION

TO CONCRETE

3/4"Ø SCREW ANCHOR OR

THREADED ROD CONNECTION

TO CONCRETE

48"48"

SHEAR WALL SCHEDULE

FOR SEISMIC WITH 33MIL SHEET STEEL

(AISI 2015)

STRONGBACK

STUD SIZE PER

SCHED

VENT OR CONDUIT BY

OTHERS (WHERE OCCURS)

PLAN AT TYPICAL STRONGBACK STUD

A

NOTES:

1. COORDINATE STRONGBACK LOCATIONS WITH LIGHT SWITCH AND ELECTRICAL BOXES.

2. STRONGBACKS MAY BE OMITTED AT SHEAR WALLS IF SHEATHING IS INSTALLED PRIOR TO LOADING STUDS.

BLOCKING IS STILL REQUIRED AS SHOWN.

3. CONTRACTOR'S OPTION TO PROVIDE WALL BRIDGING ANCHORAGE PER D1/S-504 OR D5/S-504.

PLAN AT DISCONTINUOUS BRIDGING

B

NOTES :

1. INFORMATION SHOWN BUT NOT NOTED PER PLAN A.

2. WHERE BRIDGING IS DISCONTINUOUS (DUE TO MECHANICAL,

ELECTRICAL, PLUMBING, WINDOWS OR DOORS, ETC). PROVIDE

STRONGBACK STUD AND BRIDGING ANGLES ON BOTH SIDES OF

INTERRUPTION AS SHOWN.

CHANNEL BRIDGING STRONGBACK CONNECTION

C

SECTION

WALL PANEL ELEVATION

P E

R P

L A

N N

O T E

S

MAX DISTANCE TO

END OF WALL PANEL

OR DISCONTINUOUS

BRIDGING < 1/2 OF

MAX STRONGBACK

SPACING PER

SCHED, TYP

CL STRONGBACK

TYP C

STUD

BRIDGING

PER PLAN

C L B

R

ID

G

IN

G

DISCONTINUOUS

BRIDGING

BOT TRACK

PER PLAN

TYP STUD SPACE PER PLAN

STRONGBACK

STUD PER SCHED

BOT TRACK BEYOND VENT OR CONDUIT

STUD PER PLAN

T200-54

BOT TRACK PER PLAN

BRIDGING CHANNEL &

ANGLE PER D1/S-505

STUD WALL PER PLAN,

DBL STUD WHERE

OCCURS

SCALE: NONESCALE: NONE SCALE: NONE

TYPICAL STRONGBACK SCHEDULE FOR

STUD DEPTH < 4"

STUD WALL TYPE

362S162-43 @ 24"OC

CUSTOM STRONGBACK

STUD

MAX STRONGBACK

SPACING

362S162-43 6'-0"

TYPICAL STRONGBACK SCHEDULE FOR

STUD DEPTH > 4"

STUD WALL TYPE

550S162-43 @ 24"OC

CUSTOM STRONGBACK

STUD

MAX STRONGBACK

SPACING

4'-0"550S162-43

MAX SPACING BTWN STRONGBACK STUDS PER PLAN

CL STRONGBACK

A

SECT PLAN

B

S E

C T

IO

N

ROOF FRAMING PER

PLANS & DETAILS

STRAP W/ SHEAR WALL

EDGE ATTACHMENT

BUNDLED STUDS PER

HD SUPPLIER

SHTHG PER PLAN

SHEAR WALL PANEL EDGE

SCREWS PER SHEAR WALL

SCHED AT (1) STUD EA SIDE

OF HD & END STUD FIELD

SCREWS AT ALL OTHER

STUDS

BOT TRACK W/

ATTACHMENT PER

SHEAR WALL SCHED

SHTHG

PER PLAN

WALL STUDS

PER PLAN

CONC STEM WALL

HOLD-DOWN

PER PLAN

T/SLAB

PER PLAN

C7/S-501

WALL PANEL ELEVATION

PLAN AT WALL END CONDITION

A

(3) #10 SCREWS AT

BRIDGING STRAP &

T&B TRACK, TYP

PLAN AT INTERMEDIATE STRONGBACK CONDITION

B PLAN AT WALL END CONDITION

C

NOTES:

1. COORDINATE STRONGBACK LOCATIONS WITH LIGHT SWITCH AND ELECTRICAL BOXES.

2. STRONGBACKS MAY BE OMITTED ON THE SIDE OF SHEAR WALLS WITH SHEATHING IF SHEATHING IS

INSTALLED PRIOR TO LOADING STUDS. BLOCKING IS STILL REQUIRED AS SHOWN.

3. CONTRACTOR'S OPTION TO PROVIDE WALL BRIDGING ANCHORAGE PER D1/S-504 OR D5/S-504.

BLKG PER

D1/S-505

WALL STUD

PER PLAN

L1 1/2x1 1/2x54MIL x WALL STUD DEPTH

W/ (2) #10 SCREWS EA LEG

WALL STUD

PER PLAN

FLAT STRAP

BRIDGING, TYP

STRONGBACK

STUDS PER SCHED

(3) #10 SCREWS AT

BRIDGING STRAP &

T&B TRACK, TYP

WALL STUD

PER PLAN

FLAT STRAP

BRIDGING, TYP

STRONGBACK STUDS

PER SCHED

WALL STUD

PER PLAN

STRONGBACK

STUDS PER SCHED

BLKG PER

D1/S-505

(3) #10 SCREWS AT

BRIDGING STRAP &

T&B TRACK, TYP

#10 SCREWS

@ 6"OC

WALL STUD

PER PLAN

FLAT STRAP

BRIDGING, TYP

END OF WALL PANEL

OR DISCONTINUOUS

BRIDGING < 1/2 OF

MAX STRONGBACK

SPACING PER

SCHED, TYP

BOT TRACK

PER PLAN

PROVIDE CONT BLKG

PER D1/S-505 FROM

LAST STRONGBACK

STUD TO END OF

WALL PANEL

TOP TRACK

PER PLAN

STRONGBACK STUD SIZE

PER SCHED, TYP

CL STRONGBACK

C L B

R

ID

G

IN

G

STUD

BRIDGING

PER PLAN

SCALE: NONESCALE: NONE SCALE: NONE

STRONGBACK SCHEDULE FOR

BUILT-UP STUD ANCHORAGE

STUD WALL TYPE

362S162-43 @ 24"OC

MAX STRONGBACK

SPACING

14'-0"(2) 362S162-43

STRONGBACK STUD

20'-0"(2) 550S162-43550S162-43 @ 24"OC

P E

R P

L A

N N

O T E

S

STUDS PER SCHED

MAX SPACING BTWN STRONGBACK

STUDS PER SCHED

MAX SPACING BTWN STRONGBACK

MAX DISTANCE TO

WALL STUD

PER PLAN

CL STRONGBACKCL STRONGBACK

A

PLAN

B

PLAN

C

PLAN

BUNDLED COMPRESSION STUDS

PER HOLD-DOWN SUPPLIER

SHEAR WALL SHTHG & CONN

PER SHEAR WALL SCHED

SHEAR WALL PANEL

EDGE SCREWS PER

SHEAR WALL SCHED

STL STUD TRACK PER PLAN

SHEAR WALL PANEL

EDGE SCREWS PER

SHEAR WALL SCHED

1'-2" MAX

TENSION ROD PER

HOLD-DOWN SUPPLIER

STUD PUNCHOUT

STL STUDS PER PLAN

(1) #10 SCREW EA

STUD FLANGE, TYP

(2) #10 SCREWS @ 12"OC TO COLD-FORMED STL,

(2) PAF @ 12"OC W/ 3/4" EMBED TO CONC,

(2) PAF @ 12"OC TO STL UNO ON SHEAR WALL SCHED

STUDS TO BE FULLY

SEATED AGAINST TRACK

(1/16" MAX GAP)

TRACK PER PLAN

NOTE:

THIS DETAIL APPLIES TO TOP AND BOTTOM

TRACKS OF ALL STRUCTURAL STEEL STUD

WALLS UNO.

4"

MIN

3/4" MINCL ROW OF

FASTENERS

1 1/2" MIN TYP,

3" MIN AT EDGE

OF CONC

EDGE OF CONC WHERE

OCCURS PER PLAN

.5 x S

T U

D

D E

P T H

O R

M

IN

CL ROW OF

FASTENERS

RIM TRACK TO TOP

TRACK ATTACHMENT

PER METAL DECK

EDGE ATTACHMENT

PER PLAN

RIM TRACK PER PLAN

STL STUDS PER PLAN, TYP

JOIST SECTION TO MATCH RIM

TRACK SIZE & THICKNESS

W/ (8) #12 SCREWS TO EA

RIM TRACK

TRACK BEYOND

PER PLAN

JOIST PER PLAN, TYP

NOTE:

DO NOT SPLICE RIM TRACK WITHIN 48" OF TOP TRACK.

T/SHTHG

PER PLAN

6"6"

JOIST PER PLAN

RESILIANT CHANNEL @ 12"OC MAX

NON-BEARING STL STUD WALL

PER ARCH W/ #10 SCREWS

@ 12"OC MAX TO RESILIENT

CHANNEL ABOVE

CEILING SHTHG WHERE OCCURS

(SIZE & CONN PER ARCH)

JOISTS PERPENDICULAR TO WALL

JOISTS PARALLEL TO WALL

/2

G A

P

CEILING SHTHG WHERE OCCURS

(SIZE & CONN PER ARCH)

/2

G A

P

NON-BEARING STL STUD WALL

PER ARCH W/ #10 SCREWS

@ 12"OC MAX TO RESILIENT

CHANNEL ABOVE

JOIST PER PLAN

RESILIANT CHANNEL @ 12"OC MAX

T/SHTHG

PER PLAN

T/SHTHG

PER PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

98765421 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

10987654321

LOS ANGELES NATIONALCEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

A N

C

C

M

M a in t_

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A

M

S-504

STRUCTURAL - CFS FRAMING DETAILS

SCALE: 1" = 1'-0"

F1

SHEAR WALL SCHEDULE - 33MIL SHEET STEEL

(01434D)

SCALE: 1/2" = 1'-0"

D1

TYPICAL STEEL STUD BEARING/SHEAR WALL CHANNEL BRIDGING ANCHORAGE

(07021) SCALE: 1/2" = 1'-0"

D9

TYPICAL SHEAR WALL ELEVATION

(07060)SCALE: 1/2" = 1'-0"

D5

TYPICAL STEEL STUD BEARING/SHEAR WALL FLAT STRAP BRIDGING ANCHORAGE

(07020)

SCALE: 1" = 1'-0"

F7

PLAN - SHEAR WALL END

(07066)SCALE: 1" = 1'-0"

F5

TYPICAL TOP AND BOTTOM TRACK DETAIL

(07000) SCALE: 1" = 1'-0"

F9

TYPICAL RIM TRACK SPLICE

(07101)

SCALE: 1" = 1'-0"

B9

TYPICAL NON-BEARING WALL

CONNECTION TO JOISTS

(07190)

47Date:Revisions:

F1/S-504.

MIN #10 SCREW AT EA STRAP TO STUD

DOUBLE FLAT STRAP

BRIDGING WITH BLOCKING

NOTES:

1. PROVIDE BRIDGING THRU OPTIONS A, B, OR C FOR STUD DEPTHS 6" OR LESS. FOR STUD DEPTHS GREATER THAN 6" USE OPTION A.

2. BRIDGING SHALL BE INSTALLED AND ADEQUATELY ANCHORED PER 11/S-304 PRIOR TO APPLYING AXIAL LOADING TO STUDS.

3. FLAT STRAP MAY BE OMITTED ON SIDE OF SHEAR WALLS WITH SHEET STEEL OR SUREBOARD SHEATHING. BLOCKING IS STILL REQUIRED AS SHOWN.

4. RESILIENT CHANNEL MAY BE SUBSTITUTED FOR FLAT STRAP IF INSTALLED PER THIS DETAIL.

(4) #10 SCREWS MIN EA SIDE OF BLKG

S162-43 BLKG INSTALL AT ENDS

OF STRAP & 12'-0"OC MAX

1 1/2x43MIL TAUT HORIZ FLAT STRAP

@ 48"OC MAX UNO PER PLAN NOTES.

SPLICE PER D5/S-505

STL STUD PER PLAN & SCHED

L1 1/2x1 1/2x54MIL x 3" W/

(2) #10 SCREWS EA LEG

A

SCREW ATTACHED

BRIDGING CHANNEL WITH ANGLE

WELD ATTACHED

BRIDGING CHANNEL WITH ANGLE

L1 1/2x4x54MIL x 3"

(LLH) W/ (2) #10

SCREWS EA LEG

NOTE :

43MIL MINIMUM STUD THICKNESS FOR WELDING.

STD PUNCHOUT

L1 1/2x1 1/2x(STUD DEPTH-1/2")x54MIL

(2) #10 SCREWS EA LEG

54MIL x BRIDGING

CHANNEL @ 48"OC MAX, UNO PER

PLAN NOTES. SPLICE PER [07011]

STL STUD PER PLAN

1/2"

6" M

AX

1/2"TYPICAL STUD SPACE

PER PLAN

6" M

AX

/2

PLAN VIEW

1/2"

/2

/2

1/16 1/2

1/21/16

1/21/16

B C

1/2"

1 1/2"

1/2" 1/2"

TYPICAL STUD SPACE

PER PLAN

STL STUD PER PLAN & SCHED

DOUBLE FLAT STRAP BRIDGING SPLICE

A

HORIZ FLAT STRAP SPLICE

S162-43 BLKG INSTALL AT SPLICE

(4) #10 SCREWS MIN EA SIDE OF SPLICE

INTO BLKG AT EQUAL SPACES

MIN #10 SCREW AT EA STRAP TO STUD

BRIDGING CHANNEL SPLICE

NOTE:

ATTACH BLOCKING/BRIDGING TO STEEL

STUDS PER D1/S-505.

STL STUD PER PLAN & SCHED

54MIL x BRIDGING SPLICE CHANNEL

(4) #10 SCREWS MIN EA SIDE OF SPLICE

TYPICAL STUD SPACE

PER PLAN

5" M

IN, TYP

1"

TYP

1"

TYP

1"

TYP

1"

TYP

B

1 1/2"

1/2" 1/2"

SCREW AT BLKG TO

MATCH METAL DECK EDGE

ATTACH PER PLAN

SOLID BLKG x 43MIL MIN AT EA END

BAY OF FLAT STRAP BRIDGING RUN

AND @ 8'-0"OC MAX, WHERE RESILIENT

CHANNEL IS USED IN LIEU OF FLAT STRAP,

PROVIDE SOLID BLKG x 43MIL MIN AT

RESILIENT CHANNEL RUNS @ 4'-0"OC MAX

NOTE:

ADDITIONAL BAYS OF BLOCKING AND RESILIENT CHANNEL

MAY BE REQUIRED FOR FIRE ASSEMBLY PER ARCHITECT.

JOIST PER PLAN, TYP

STRAP 2"x43MIL @ 8'-0"OC OR

1/2"DP RESILIENT CHANNEL x 18MIL

MIN BRIDGING @ 48"OC W/

(1) #10 SCREW EA JOIST &

(3) #10 SCREWS TO BLKG

L1 1/2x1 1/2x54MIL x 5" W/

(3) # 10 SCREWS EA LEG

L1 1/2x4x54MIL x 5" W/ (3)

#10 SCREWS EA LEG

T/SHTHG

PER PLAN

(3) #10 SCREWS TYP

EA SIDE OF SPLICE

TRACK PER PLAN

S162 x THICKNESS TO MATCH

TRACK, NESTED IN TRACK

NOTE:

TOP AND BOTTOM TRACK SPLICES

SHALL BE STAGGERED 48" MINIMUM.

1'-0 " M

IN

T150 x THICKNESS TO

MATCH JAMB STUDS,

LOCATE ON OPNG SIDE

(2) #10 SCREWS

@ 12"OC, TYP

WELDED OPTION SCREWED OPTION

NOTE:

SINGLE JAMB STUDS ARE ACCEPTABLE WHERE ALLOWED

PER PLAN NOTES, STUD SIZE PER PLAN NOTES.

1-12

1-12

T300-54 x 5" W/ (10) #12

SCREWS TO STUD &

(6) #12 SCREWS TO BOX

HDR EA END

TOP TRACK

BUNDLED

STL STUDS

PER PLAN

CLIP TRACK WEB &

SCREW FLANGE

TO STUD W/ (1) #12

SCREW EA SIDE

TYP (4) PLACES

FULL LENGTH TRACK TO

MATCH TOP TRACK

#10 SCREWS @ 12"OC

BOT & TOP TRACK TO

BOX HDR

TRACK W/ SCREWS

TO STUD BEYOND

#10 SCREWS @ 6"OC

INFILL STUDS

NOTE:

FRAMING ABOVE NOT SHOWN FOR CLARITY.

SECTION

T/SHTHG

PER PLAN

S E

C T

IO

N

SHTHG PER PLAN PREFAB ROOF

TRUSS PER PLAN

TOP TRACK PER PLAN

JOIST TO RIM TRACK

ATTACHMENT PER PLAN, TYP

JOIST TO RIM TRACK

ATTACHMENT PER PLAN, TYP

STL STUD WALL

PER PLAN, TYP

RIM TRACK PER

PLAN

JOIST PER PLAN, TYP

6" M

IN

NOTES:

1. TAB MUST ATTACH TO HARD SIDE OF THE JOIST WEB.

2. ATTACH RIM TRACK TO STEEL STUD PER PLAN.

STL STUD PER

PLAN

BOT TRACK

PER PLAN

CONC SLAB

PER PLAN GROUT (PLASTIC SHIM

AT STUD BEYOND)

NOTE:

1. SHIMS SHALL BE LOCATED DIRECTLY BENEATH ALL STUDS WITH FULL BEARING. SHIMS SHALL BE

POSITIVELY ATTACHED TO THE BOTTOM TRACK AND EXTEND A MIN OF 1/8" ON EACH SIDE OF THE TRACK

EXCEPT AT EMBED PLATE. SHIM PRODUCT DATA SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF

RECORD FOR APPROVAL PRIOR TO INSTALLATION.

2. IN LOCATIONS WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF SLAB EXCEEDS

1/4", DRY-PACK GROUT SHALL BE PLACED BETWEEN THE SHIMS. PERIODIC SPECIAL INSPECTION IS

REQUIRED FOR ALL GROUTING BENEATH STEEL STUD WALLS. A 3/4" DIAMETER HOLE SHALL BE DRILLED AT

10'-0"OC MAX TO ENSURE SOLID GROUTING BENEATH THE TRACK.

3. WHERE THE GAP BETWEEN THE BOTTOM OF THE TRACK AND THE TOP OF SLAB EXCEEDS 1" CONTACT

THE STRUCTURAL ENGINEER OF RECORD FOR ALTERNATIVE PROCEDURES.

1/8 7

TYP

1/8 7

TYP

EMBED PLATE

STL STUD BEYOND PER PLAN

PL1/4x7 x AS REQD, TYP

CONC SLAB

PER PLAN

SHTHG

PER PLAN

PLASTIC SHIM

AT EA STUD

PER NOTE 1

EMBED PLATE OR ANCHOR PER CONTRACTOR'S OPTION:

OPTION 1: EMBED PL 3/8x10x0'-10" AT SPACING PER SHEAR WALL

SCHED AND 24" MAX FROM EA END OF WALL W/ (4) 1/2"Øx6"

WHS, CONTRACTOR TO SECURE EMBED PL TO FORM, WET

SETTING PROHIBITED

OPTION 2: SCREW ANCHOR W/ 5 1/2" EMBED, SIZE & SPACING

PER SHEAR WALL SCHED

GROUT PER NOTE 2

SECTION

CL STUD = CL EMBED PL

O V

E R

L A

P

/4

M

IN

T/SLAB

PER PLAN

T/SLAB

PER PLAN

S E

C T

IO

N

SHEAR WALL PANEL

EDGE SCREWS PER

SHEAR WALL SCHED

HD OR STRAP HD W/

STUDS PER PLAN, TYP

STL STUD TRACK PER PLAN

STL STUDS PER PLAN, TYP

SHEAR WALL PANEL

EDGE SCREWS PER

SHEAR WALL SCHED

SHEAR WALL SHTHG

& CONN PER SHEAR

WALL SCHED, TYP

1'-0"

STL STUDS PER PLAN, TYP

SHEAR WALL SHTHG

& CONN PER SHEAR

WALL SCHED, TYP

STL STUD TRACK

PER PLAN

SHEAR WALL PANEL

EDGE SCREWS PER

SHEAR WALL SCHED

HD OR STRAP HD W/

STUDS PER PLAN

01490 STEEL STUD BEARING WALL SCHEDULE

INTERIOR WALL

STUD

TOP AND BOTTOM

TRACK

EXTERIOR WALL

STUD

550T1550S162-43 @ 24"OC550T150-43362S162-43 @ 24"OC 50-43

NOTES:

[1] ATTACH TOP AND BOTTOM TRACK PER F5/S-504.

[2] PROVIDE BRIDGING AT ALL BEARING WALLS PER D1/S-505.

[3] PROVIDE SHEATHING ON BOTH FACES OF WALL UNO. MATERIAL PER ARCHITECTURAL DRAWINGS.

[4] STUD ATTACMENT TO TOP AND BOTTOM TRACK PER F5/S-504.

[5] STUD AND TRACK THICKNESS AND ATTACHMENT MAY BE GOVERNED BY SHEAR WALL

REQUIREMENTS PER SHEAR WALL SCHEDULE F1/S-504.

TOP AND BOTTOM

TRACK

Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

98765421 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

10987654321

Project Title

LOS ANGELES NATIONALCEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

A N

C

C

M

M a in t_

S tr u c t_ s c a rr ill o d c i-e n g in e e rs

.c o m

.r v t

/3

/2

:4

:1

A

M

S-505

STRUCTURAL - CFS FRAMING DETAILS

SCALE: 1 1/2" = 1'-0"

D1

TYPICAL STEEL STUD WALL BRIDGING

(07010) SCALE: 1 1/2" = 1'-0"

D5

TYPICAL STEEL STUD WALL BRIDGING SPLICE DETAIL

(07011) SCALE: 1" = 1'-0"

D9

TYPICAL STEEL JOIST BRIDGING

(07102)

SCALE: 1 1/2" = 1'-0"

F3

TYPICAL TRACK SPLICE

(07001) SCALE: 1 1/2" = 1'-0"

F5

TYPICAL JAMB STUD DETAIL

(07103) SCALE: 1" = 1'-0"

F9

TYPICAL BOX HEADER

(07151)SCALE: 1" = 1'-0"

F7

TYPICAL FLOOR FRAMING CONSTRUCTION

(07100)

SCALE: 1" = 1'-0"

A1

TYPICAL STEEL STUD SHEAR WALL BEARING REQUIREMENTS

(07051)

SCALE: 1" = 1'-0"

F1

PLAN - INTERSECTING CORNER SHEAR WALLS

(07085)

SCALE: 1" = 1'-0"

B7

PLAN - INTERSECTING SHEAR WALLS

(07086) SCALE: 1" = 1'-0"

B9

STEEL STUD BEARING WALL SCHEDULE

(01490M)

48Date:Revisions:

NOTES:

1. TABULATED VALUES ARE IN INCHES.

2. LAP SPLICE NOT PERMITTED AT #14 OR #18 BARS.

f'c

(psi) #4

204000

#11#10#9#8#7#6#5

89746049432925

80665444382622185000

UNCONFINED REINFORCING

ELEVATION

S P

L

IC

E T Y

P

C O

N F

IN

E D

R E

IN

F O

R C

IN

G

L A

P

LAP SPLICE, TYP

UNCONFINED

REINFORCING

L A

P S

P L

IC

E

U N

C O

N F

IN

E D

R E

IN

F O

R C

IN

G

T/SLAB

PER PLAN

PLAN

(4) 3/4"Ø BOLTS

AT BEAM GAGE

STIFF PL3/8 EA SIDE PER

NOTES 1, TYP

CL COL & STIFF PL

BEAM PER PLAN, TYP

COL PER PLAN, TYP

BRG PL TO MATCH FLANGE

NOMINAL THICKNESS LESS 1/8",

1/2" MIN THICKNESS, BRG PL

WIDTH PER NOTE 2, TYP

"F"

"F" PER

TABLE 1,

TYP

WHERE BEAM CONTINUOUSWHERE BEAM ENDS

BEAM OVER COLUMNNOTES:

1. CHAMFER CORNERS AS REQUIRED AT BEAM "K" REGION.

2. BEARING PLATE WIDTH = [BEAM WIDTH OR IF COLUMN IS WIDER THAN

BEAM, COLUMN WIDTH +1"] MINIMUM.

3/16

3/16

(2) 3/4"Ø BOLTS

AT BEAM GAGE

CL COL & STIFF PL

1 1/2"

TYP

1 1/2"

TABLE 1

BRG/BASE

PLATE

THICKNESS

3/8" , 1/2"

5/8" , 3/4"

> = 7/8"

"F"

FILLET

SIZE

3/16"

1/4"

5/16"

/2

1 1/2"

1/2"

TYP

1 1/2"

/2

T/STL

PER PLAN

T/STL

PER PLAN

3/4" CHAMFER, TYP

TYP

1 1/2" CLR

T Y

P

C

L R

D9/S-506

LAP PER SCHED

P E

R P

L A

N

DOWEL x AS SHOWN TO

MATCH HORIZ REINF, TYP

HORIZ REINF

PER EL, TYP

VERT REINF

PER EL, TYP

SHTHG PER PLAN

S/H1 ANCHOR AT EA TRUSS

EDGE ATTACHMENT PER PLAN

CONT 43MIL BLKG W/ #10 SCREWS

@ 8"OC TO TOP TRACK

PER ARCH

HDR WHERE OCCURS

PREFAB ROOF

TRUSSES PER PLAN

STL STUD PER PLAN

SHTHG PER SHEAR WALL SCHED

(GWB AT NON-SHEAR WALL)

PER ARCH

OVERHANG

NOTE:

ALIGN STUD UNDER EA TRUSS WHERE TRUSS LANDS ON WALL.

WHERE TRUSS LANDS ON HEADER, ATTACH S/H1 ANCHOR TO HEADER.

CONT 43MIL BLKG CONN TO

TRACK W/ #10 SCREWS @ 8"OC

OUTRIGGER PER PLAN

(2) S/H2.5 ANCHORS W/

(4) #10 SCREWS EA LEG

TYP AT EA OUTRIGGER

FOR BRACES LONGER THAN 6'-3",

ADD 400S162-43 FLAT BRACE W/ #

10 SCREWS @ 6"OC

GABLE END TRUSS W/ VERTS

@ 24"OC MAX, (HOLD TOP CHORD

DOWN FOR OUTRIGGER) TRUSS

FABRICATOR TO DESIGN FOR

HORIZ WIND LOAD PER

STRUCTURAL GENERAL NOTES

TOP TRACK PER PLAN

STL STUD, CMU, OR CONC WALL

PER PLAN

SHTHG PER SHEAR WALL SCHED

(GWB AT NON-SHEAR WALL)

HDR WHERE OCCURS

GBC (GABLE BRACE

CONNECTOR)

#10 SCREWS @ 8"OC AT STL STUD WALL. AT

CMU WALL, USE 0.148 x 3 1/4" NAILS @ 3"OC

INTO NAILER PER A7/S-506. AT CONCRETE

WALL, USE 0.148x3 1/4" NAILS @ 3"OC INTO

NAILER PER A5/S-506.

10 MIN

12 MAX

PREFAB ROOF

TRUSSES PER PLAN

400S162-43 BRACE @

48"OC W/ (4) #10 SCREWS

400S162-43 BLKG AT

BRACE & TRUSS BAY

ADJACENT TO BRACE

CS22 x 48" STRAP W/ #10

SCREWS @ 6"OC TO BLKG

CONT 400T125-43 W/

(2) #10 SCREWS TO

BLKG & TRUSS, TYP

EA END OF BLKG

SHTHG PER PLAN

EDGE ATTACHMENT

PER PLAN

PER PLAN

CL TRUSSCL TRUSSCL TRUSSCL TRUSS

T/SHTHG

PER PLAN

FOR BRACES LONGER THAN 6'-3",

ADD 400S162-43 FLAT BRACE W/

#10 SCREWS @ 6"OC

GABLE END TRUSS W/ VERTS

@ 24"OC MAX, (HOLD TOP CHORD

DOWN FOR OUTRIGGER) TRUSS

FABRICATOR TO DESIGN FOR

HORIZ WIND LOAD PER

STRUCTURAL GENERAL NOTES

TOP TRACK PER PLAN

STL STUD OR CMU WALL

PER PLAN

SHTHG PER SHEAR WALL SCHED

(GWB AT NON-SHEAR WALL)

HDR WHERE OCCURS

GBC (GABLE BRACE

CONNECTOR)

#10 SCREWS @ 8"OC AT

STL STUD WALL. AT CMU

WALL, USE 0.148 x 3 1/4"

NAILS @ 3"OC INTO

NAILER PER A7/S-506.

10 MIN

12 MAX

PREFAB ROOF

TRUSSES PER PLAN

400S162-43 BRACE @

48"OC W/ (4) #10 SCREWS

400S162-43 BLKG AT

BRACE & TRUSS BAY

ADJACENT TO BRACE

CS22 x 48" STRAP W/ #10

SCREWS @ 6"OC TO BLKG

CONT 400T125-43 W/

(2) #10 SCREWS TO

BLKG & TRUSS, TYP

EA END OF BLKG

SHTHG PER PLAN

EDGE ATTACHMENT

PER PLAN

PER PLAN

CL TRUSSCL TRUSSCL TRUSSCL TRUSS

T/SHTHG

PER PLAN

350S125-33 LEDGER T&B

FOR SHTHG CONN W/

HILTI X-U PAF @ 6"OC INTO

GROUTED CELL

DIAPHRAGM BOUNDARY

SCREWS PER PLAN

SHTHG PER PLAN

SLOPED TRUSS

PER PLAN

CEILING PER ARCH

T/SHTHG

PER PLAN

(1) #4 x "L"

REINF, TYP

HAIRPIN

REINF, TYP

PLATE SIZE

PER SCHED

ADDED REINF

AT EMBED

ELEVATION

#4 x 24", TYP

BEAM PER PLAN

LENGTH

HALF STUD

PER PLAN

EDGE OF CONC

WHERE OCCURS

1/4" THK SHEAR PL

W/ (3) 3/4"Ø - A325-N

BOLTS

WALL REINF NOT

SHOWN FOR CLARITY

BEAM

SIZE

PLATE SIZE

TxWxL (A36)

REBAR

"L"

NUMBER OF

SPACES "N"

HAIRPIN

"L"

36" 28.2 [18.8](6) 1/2"Ø x 5"224"PL1/2x10x1'-4"

6"

8"

"L"

2" 2"

10"

T/PLATE=

T/WALL

3/4"Ø - A325-N

NUMBER OF

WHS ANCHORS

REQUIRED

CAPACITY

LRFD [ASD]

(KIPS)

TYPICAL

CONDITION

W12, W14 21 [15]

MIN

6"

E L E

V A

T

IO

N

CAPACITY

LRFD [ASD]

(KIPS)

T/WALL

CONDITION

EMBED PLATE BOLTED BEAM CONNECTION SCHEDULE

/2

"O

C

B

O L T S

/2

1 1/2" 3 1/2" MAX

2 1/2" MIN

GAP

1/2"

3/16

3/16

NOTES:

1. PROVIDE EITHER STANDARD OR HORIZONTAL SHORT SLOTTED HOLES AS PERMITTED BY AISC

J3.2 IN THE BEAM WEB AND/OR THE SHEAR PLATE.

2. WHERE SHORT-SLOTTED HOLES ARE USED, PROVIDED HARDENED WASHERS PER AISC J3.2.

3. FILLET WELDS SHALL BE SIZED AT LEAST 1/8" LARGER THAN SHOWN UNLESS PROPER FIT-UP IS

VERIFIED BY A SPECIAL INSPECTOR PRIOR TO WELDING.

SHTHG PER PLAN

S/H2.5 ANCHOR AT EA TRUSS

EDGE ATTACHMENT PER PLAN

CONT 43MIL BLKG W/ (2) ROWS

0.148 x 3 1/4" NAILS @ 6"OC

PER ARCH

PREFAB ROOF

TRUSSES PER PLAN

CMU WALL PER PLAN

PER ARCH

OVERHANG

4X NAILER

5/8"Øx10" LONG ANCHOR

BOLTS @ 16"OC & 6"

FROM EA END

SHTHG PER PLAN

S/H2.5 ANCHOR AT EA TRUSS

EDGE ATTACHMENT PER PLAN

CONT 43MIL BLKG W/ (2) ROWS

0.148 x 3 1/4" NAILS @ 6"OC

PER ARCH

PREFAB ROOF

TRUSSES PER PLAN

CONC WALL PER PLAN

4X NAILER

5/8"Øx10" LONG ANCHOR

BOLTS @ 16"OC & 6"

FROM EA END

SHTHG PER PLAN

EDGE ATTACHMENT PER PLAN

CONT 43MIL BLKG W/ HILTI X-U PAF

@ 12"OC INTO WF BEAM

PER ARCH

PREFAB ROOF

TRUSSES PER PLAN

BEAM PER PLAN

RCA223/68 ANGLE

B/W TRUSS & BEAM

Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

98765421 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

10987654321

Project Title

LOS ANGELES NATIONALCEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

A N

C

C

M

M a in t_

S tr u c t_ s c a rr ill o d c i-e n g in e e rs

.c o m

.r v t

/3

/2

:4

:2

A

M

S-506

STRUCTURAL - FRAMING DETAILS

SCALE: 1/2" = 1'-0"

D9

SHEAR WALL REINFORCING

LAP SPLICE SCHEDULE

(01404)

SCALE: 1" = 1'-0"

F5

BEAM TO HSS COLUMN CONNECTIONS

(05050) SCALE: 1" = 1'-0"

F9

PLAN - CONCRETE SHEAR WALL

TERMINATION (NO BOUNDARY ELEMENT)

(03420)

SCALE: 1" = 1'-0"

A9

TYPICAL EXTERIOR CFS WALL

WITH STEEL TRUSSES PERPENDICULAR

(07530)

SCALE: 1" = 1'-0"

D5

TYPICAL EXTERIOR SHEAR WALL AT ROOF WITH STEEL TRUSSES PARALLEL

(07531)SCALE: 1" = 1'-0"

D1

TYPICAL INTERIOR SHEAR WALL AT ROOF WITH STEEL TRUSSES PARALLEL

(07531)

SCALE: 1" = 1'-0"

F1

STEEL TRUSS PARALLEL TO HIGHER WALL

(07532) SCALE: 1" = 1'-0"

F3

TYPICAL EMBED PLATE

BOLTED BEAM CONNECTION

(05208)

SCALE: 1" = 1'-0"

A7

TYPICAL EXTERIOR CMU WALL

WITH STEEL TRUSSES PERPENDICULAR

(07530)SCALE: 1" = 1'-0"

A5

TYPICAL EXTERIOR CONCRETE WALL

WITH STEEL TRUSSES PERPENDICULAR

(07530)SCALE: 1" = 1'-0"

A3

TYPICAL STEEL BEAM

WITH STEEL TRUSSES PERPENDICULAR

(07530)

49Date:Revisions:

MASONRY VENEER

& MORTAR

FLEMING MASONRY

ANCHORS (BURKE CO

OR EQUAL) CONFIRM

SPECIAL LENGTHS W/

MFR

9GA WIRE @ 12" OC

VERT MAX

STEEL STUD PER PLAN

MORTAR PACK, TYP

L A

P

"O

C T

Y P

C L

C L

PER ARCH (3'-6" MAX)

ROUGH OPENING WIDTH

OPENING

LINTEL ANGLE

PER SECTION

BRICK VENEER

PER ARCH

ELEVATION

BRICK VENEER PER ARCH

(ANCHORS NOT SHOWN FOR

CLARITY, VENEER ANCHORAGE

REQUIREMENTS PER F9/S-507)

GWB SHTHG

WHERE OCCURS

STRUCTURAL WALL

PER PLAN

∠ 4x4x5/16

LINTEL ANGLE

STRUCTURAL WALL

BEYOND

BRICK VENEER BEYOND

SECTION

B R

IC

K

V E

N E

E R

M A

X D

E P

T H

O F

P E

R A

R C

H

R O

U G

H O

P E

N

IN

G H

E

IG

H T

4" MAX

3 1/2" MIN

4 1/2" MAX

PER ARCH

1 1/2"

MIN

BRG

2 1/2" MIN

MAX

1 1/2"

TYP

6" MIN

OPNG/

B/LINTEL

T/ROUGH

S E

C T

IO

N

STEEL STUD SIZE AND

SPACING PER B9/S-505

FASTEN ANCHOR

SLOT TO STUDS

W/ #8-HH SCREWS

AT 12"OC

MASONRY VENEER

& MORTAR

CAULKING

FLEMING ANCHOR

SLOT (BURKE CO

OR EQUAL) TYP

A N

C H

O R

O

C M

A X

1/8 2

1/8 2

CONT L4x4x5/16 LEDGER

[L5x3x5/16 (LLH) AT 6" DIM]

LOCATION PER ARCH

DIM W/ ARCH

5" OR 6"

VERIFY SPECIFIC

LEDGER EL

PER ARCH

ROUGH OPENING WIDTH (8'-0" MAX)

OPENING

(2) L6x4x3/8 ANGLE LLV

(E) MULTIWYTHE

BRICK

R O

U G

H O

P E

N

IN

G H

E

IG

H T

TYP

6" MIN

NOTE:

WHERE (E) WOOD HEADERS ARE DAMAGED,

REPAIR PER THIS DETAIL

INFILL WOOD BEAM PER

ARCH. ATTACH TO ANGLE

W/ 5/8"Ø THRU BOLTS @

3'-0" OC & 6" FROM EA END

PER PLAN

CL

2 1/2"

2 1/2"

E Q

E Q

SIMPSON BPS 5/8-3

5/8"Ø THRD ROD @ 4'-0" OC.

DO NOT PENETRATE BEAM

WITHIN 2'-0" OF BEAM END

(E) BRICK WALL

A35 CLIP EA

SIDE @ 2'-0"OC

(N) TRUSS PER

ELEVATION

(E) RIDGE BEAM OR (N) 4X

BLKG BETWEEN JOISTS TO

MATCH JOIST DEPTH

DIAPHRAGM EDGE

NAILING PER PLAN

P E

R A

R C

H

(N) SHEATHING

PER PLAN

1/4

3 SIDES, TYP

SMF COLUMN

PER PLAN

SMF BEAM

PER PLAN

CONT 2X NAILER

3/8" STIFF PL

EA SIDE

L3x3x1/4 KICKERS EA

SIDE @ 3'-0"OC W/

5/8"Ø THRU BOLT

DO NOT PENETRATE

PROTECTED ZONE PER

F5/S-508.

NOTE:

5/8"Ø THRD ROD AND SIMPSON BPS TO BE HOT-DIP GALVANIZED

M

IN

INFILL GAP W/ (2) ROWS

OF CONT 4x8 BLKG

WHERE OCCURS

(E) RIDGE BEAM OR

(N) 4X BLKG

BETWEEN JOISTS

2" MAX

HDU2 EA END @ 2'-0" OC

W/ 5/8"Ø GR. 55 THRD

ROD AT ROOF STEP

2'-6" MAX

(N) SHEATHING PER PLAN

SIMPSON BPS 5/8-3

(E) BRICK WALL

(E) WOOD JOIST

(N) SHEATHING

PER PLAN

4'-0"

18" MAX

LTP4 CLIP EA

SIDE @ 8"OC

4x12 RIPPED TO SLOPE TO

MATCH WIDTH OF (E) JOIST

HDU2 @ 4'-0"OC W/

5/8"Ø THRD ROD

NOTE:

5/8"Ø THRD ROD AND SIMPSON BPS TO BE HOT-DIP GALVANIZED

PER PLAN

CL

2 1/2"

2 1/2"

SIMPSON BPS 5/8-3

5/8"Ø THRD ROD @ 4'-0" OC.

DO NOT PENETRATE BEAM

WITHIN 2'-0" OF BEAM END

(E) BRICK WALL

(E) WOOD JOIST

DIAPHRAGM EDGE

NAILING PER PLAN

(N) SHEATHING

PER PLAN

1/4

3 SIDES, TYP

SMF COLUMN

PER PLAN

SMF BEAM

PER PLAN

CONT NAILER

3/8" STIFF PL

EA SIDE

L3x3x1/4 KICKERS

EA SIDE @ 4'-0"OC

W/ 5/8"Ø THRU BOLT

5/8"Ø WELDED THRD

STUD @ 16"OC & 6"

FROM EA END

SIMPSON CMSTC16 STRAP.

EXTEND STRAP & BLKG MIN

8'-0" PAST SMF OR TO

DIAPHRAGM EDGE

6x BLKG

A35 CLIP EA

SIDE @ 3'-0"OC

NOTE:

5/8"Ø THRD ROD AND SIMPSON BPS TO BE HOT-DIP GALVANIZED

EQEQ

SMF COL

PER PLAN

SMF BEAM

PER PLAN

CONT 2x NAILER

PER PLAN

(N) SHEATHING

PER PLAN

CS20 STRAP. END

LENGTH PER SIMPSON

(E) RIDGE BEAM. ATTACH

2x4 MEMBERS TO

GIRDER W/ SIMPSON

LUS HANGER

2x4 TRUSS

MEMBERS, TYP

(6) 0.148"Øx3 1/4" NAILS

(10) 0.148"Øx3 1/4" NAILS

CONNECT DIAGONAL W/ (3)

1/4"Ø LAG SCREWS W/ 2"

MIN PENETRATION, TYP

(V

.I .F

ELEVATION - E-W MOMENT FRAME

CONT BLKG WHERE

OCCURS AT ROOF STEP

2x8 VERT BLKG AT HOLD

DOWN LOCATIONS

A34 CLIP @ 12"OC

SHEATHING

PER PLAN

T/HIGH ROOF

T/LOW ROOF

2x JOIST AT

LOWER ROOF

1/4"Øx3" LAG

SCREW @ 12"OC2x JOIST AT HIGHER ROOF.

DEPTH OF JOIST = ROOF

STEP + 2" MIN

C L "1

Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

Drawing Title

Approved: Project Director Juan Kays Department of Veteran Affairs, NCA

Phone: 202.873.6488 Email: john.kays@va.gov

VA FORM 08 - 6231

A

BID DOCUMENT

SUBMITTAL

NA

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

98765421 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E: Vali Cooper International

STAMPCONSULTANT

10987654321

Project Title

LOS ANGELES NATIONALCEMETERY

CONSTRUCT MAINTENANCE FACILITY

889CM3034

Building Number

Los Angeles, California

720.491.7559; Sean Fitzpatrick 18300 East 71st Ave., Denver, CO, 80249

VCI

Project Management

Construction Management

Engineering

05/24/23 Sheet of 95

1331 17TH STREET SUITE 605

DENVER, COLORADO 80202

PHONE: (720) 439-4700

WEBSITE: www.dci-engineers.com

CIVIL / STRUCTURAL

C lo c a lr e v it \L

A N

C

C

M

M a in t_

S tr u c t_ s c a rr ill o d c i-e n g in e e rs

.c o m

.r v t

/3

/2

:4

:2

A

M

S-507

STRUCTURAL - FRAMING DETAILS

SCALE: 1 1/2" = 1'-0"

F9

PLAN - TYPICAL BRICK VENEER ANCHORS

AT STEEL STUDS

(04800)SCALE: 1" = 1'-0"

F7

TYPICAL LOOSE BRICK VENEER LINTEL

(04801A)

SCALE: 3" = 1'-0"

E9

TYPICAL LEDGER AND ANCHORAGE

(04801)

SCALE: 1" = 1'-0"

C9

(N) HEADER AT (E) BRICK BUILDING OPENING

(04801A)

SCALE: 1" = 1'-0"

F1

E-W MOMENT FRAME CONNECTION TO ROOF

(04801A)

SCALE: 1" = 1'-0"

C5

EXTERIOR BRICK WALL ANCHORAGE

(04801A) SCALE: 1" = 1'-0"

C7

N-S MOMENT FRAME CONNECTION TO ROOF

(04801A)SCALE: 1 1/2" = 1'-0"

C3

DIAPHRAGM CONNECTION AT ROOF STEP

(04801A)

50Date:Revisions:

=DCI MP\A/M JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone:(406)218-9980

LANDSCAPE ARCHITECTS

—mfwmla.com 505 268 2266 VA

CAP PL

OR

TYP

1/2"

COL PER PLAN

DOUBLER PL AS

REQD PER SCHED

CONTINUITY PL AS

REQD PER SCHED

BEAM BOTH SIDE

WHERE OCCURS

PER PLAN

SHEAR PL & CONN

PER [05201]

CAP PL THICKNESS TO

MATCH CONTINUITY PL

THICKNESS

CL SYM

BEAM WEB

PER PLAN

COL PER PLAN

DOUBLER PL AS

REQD PER SCHED

CONTINUITY PL AS

REQD PER SCHED

PAINT PROTECTED ZONE ALL

SIDES PER NOTE 12, TYP

WELD (RUNOFF)

TABS PER NOTE 11

BACKING PL3/8x4 W/

ERECTION BOLTS

WELD ACCESS HOLE

PER NOTE 16, TYP

TYP

1"

MAX

dBM/2 d B

M

LATERAL BRACING

ADJACENT TO

PROTECTED ZONE

PER PLAN

BEAM PER PLAN

SPECIAL MOMENT FRAME AT…