36C24420R0017-011.pdf

NOTE:

MECHANICAL EQUIPMENT SUPPORT SIMILAR, SEE

PLAN FOR HORIZ. ANGLE SIZE.

TYP. JOIST REINF.

L5x3 1/2x1/4(LLV)

HEADER ANGLE

(FOUR REQ'D)

3/16 3

TYP.

TYP. 3/16 3

L6x4x3/8x0'-6"

CLIP (LLH)

(FOUR REQ'D)

4'-0" (MAX.)

1'-0" (MIN.) TO

OPENINGS

P=LOAD

1/8 TYP.

L1 1/2 x1 1/2 x3/16 STRUTS

FROM LOAD TO NEAREST

JOIST PANEL POINT.

P = LOAD

DOUBLE JOISTS

L6x4x3/8

L8x4x3/8x0'-6"

WELDED TO JOIST

6" 6"

FLOOR/ROOF JOIST/BEAM

3 SIDES

BEAM

3/8"BENT PLATE x 2'-0"

6"

VARIES

CONC. SLAB ON

COMP. STEEL DECK

OR ROOF DECK

ERECTION BOLT w/

SLOTTED HOLES IN

BENT PLATE AS REQ'D.

TOP OF SLAB

EL.- SEE PLAN

@6'-0" O.C. w/2-5/8"ØHILTI HAS

RODS @1'-4" O.C. ANCHORED W/

HILTI HY150 ADHESIVE OR EQUIV.

(MIN EMBED = 5") PROVIDE VERT.

SLOTTED HOLES IN BENT PLATE

CONCRETE MASONRY WALL,

GROUT CELLS AT ANCHORS

SOLID. REINF. CELLS PER

TYPICAL MASONRY REINF.

SCHEDULE.

3" MIN.

CL

3" 3"

CONCRETE MASONRY

PARTITION WALL

L5x3x1/4"x0'-8" LLV

@4'-0" O.C. INSTALL

TIGHT TO FACE OF

MASONRY

FIRE STOP OR OTHER

COMPRESSIVE MATERIAL

SEE ARCH. DRAWINGS

STEEL DECK

10 GA. PLATEx1'-0" LONG

WIDTH AS REQ'D. WELD

TO DECK

1/8

1" C

LR

REINFORCING SCHEDULE

NON LOAD-BEARING WALL MASONRY

NOT PERMITTED

REINFORCING

2. PROVIDE DOWELS TO FOOTING/FDTN. WALL OF SAME SIZE AND SPACING AS VERT. REINF.

3. REFER TO TYPICAL DETAILS FOR ADDITIONAL REINFORCING REQUIREMENTS, I.E. JAMB REINFORCING

1. PROVIDE REINF. IN ALL MASONRY WALLS PER ABOVE SCHEDULE, UNLESS NOTED

12"

REFER TO "MASONRY LAP SPLICE LENGTH" SCHEDULE FOR LAP SPLICES.

OTHERWISE IN PLAN OR SECTION. REINFORCING NOTED ON PLANS IS IN ADDITION

16 ft. TO 20 ft.

NOTES:

12"

8"

THICKNESS

12 ft. TO 16 ft.

9 ft. TO 12 ft.

< 9 ft.

HEIGHT

6"

12"

6"

8"

#4 @ 48"

#5 @ 48"

#4 @ 48"

#4 @ 48"

EXTERIOR

NONE REQ'D

#4 @ 48"

#4 @ 48"

#4 @ 48"

#4 @ 24"

#5 @ 48"

#4 @ 24"

REMARKS

ZONE 4

NOT PERMITTED

#4 @ 48"

#4 @ 48"

#4 @ 32"

#5 @ 32"

4. GROUT CELLS WITH REINFORCING SOLID.

5. PROVIDE LAPS IN VERTICAL REINFORCING AS REQ'D. REFER TO "MASONRY LAP SPLICE LENGTH" SCHEDULE

FOR REQ'D. SPLICE LENGTH.

6. ALL REINFORCING INDICATED IS TO BE CENTERED IN MASONRY WALL UNLESS NOTED OTHERWISE.

20 ft. TO 24 ft. 8"

12"

#5 @ 24"

#4 @ 24"

NOT PERMITTED

#5 @ 24"

NOT PERMITTED

NONE REQ'D12" #4 @ 48" #4 @ 48"

6" #4 @ 48" NOT PERMITTED NOT PERMITTED

8" #4 @ 48" #4 @ 48" #4 @ 32"

NOT PERMITTED NOT PERMITTED

8" #5 @ 48" #5 @ 32" #5 @ 24"

NOT PERMITTED NOT PERMITTED

7. HEIGHT OF MASONRY IN TABLE REFERS TO THE VERTICAL CENTER TO CENTER DIMENSION BETWEEN LATERAL SUPPORTS FOR THE MASONRY. REFER TO THE PLANS & SECTIONS FOR ADDITIONAL INFORMATION.

INTERIOR

(CORNERS)

ZONE 5

(TYP WALL)

TO MASONRY REINFORCING PER THE SCHEDULE UNLESS SPECIFICALLY NOTED OTHERWISE.

ADJACENT TO OPENINGS IN WALLS, ADDITIONAL CORNER REINFORCING, ETC.

8. ZONE 4 AND ZONE 5 NOTED IN SCHEDULE REFER TO INTERIOR ZONE AND END ZONES OF WALLS RESPECTIVELY AS DEFINED BY THE BUILDING CODE. SEE GENERAL NOTES FOR END ZONES DIMENSIONS, (ZONE 5) EXTENDS 15 FEET MINIMUM FROM BUILDING CORNERS, TYP.

#5 @ 16"

NOMINAL CMU SIZE

IBC 2107

fm

1, PS

I

BAR

SIZE 6"

CEN. I.F. I.F.

8"

CEN. CEN. I.F.

10" 12"

I.F.CEN.

NOTES:

CEN. = BARS CENTERED IN THE WALL.

I.F. = BARS ON INSIDE OR OUTSIDE FACE OF WALL.

M.S. = MECHANICAL SPLICE.

1. MECHANICAL SPLICES MAY BE SUBSTITUTED FOR THE ABOVE, PROVIDED BARS

ARE CONNECTED TO DEVELOP TENSION OR COMPRESSION, AS REQUIRED, AT

LEAST 125% OF THE SPECIFIED YIELD STRENGTH.

2. MASONRY LAP SPLICE LENGTHS INDICATED IN THE SCHEDULE ARE BASED ON THE FOLLOWING:

A. 2012 INTERNATIONAL BUILDING CODE.

B. ACI 530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES".

C. ASTM C-90 COMCRETE MASONRY DIMENSIONS, MINIMUM FACE SHELL, AND MINIMUM WEB THICKNESS.

D. MAXIMUM OF ONE BAR PER CELL, AND CELLS GROUTED AT REINFORCEMENT LOCATIONS ONLY.

3. COMPLY WITH ACI 530 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" FOR REINFORCING

PLACEMENT, COVER, AND GROUTING REQUIREMENTS.

4. LAP LENGTH SHALL BE BASED ON THE LARGER BAR DIAMETER BEING LAPPED.

16 19

N/AN/A

N/AN/A

N/AN/A

N/AN/A

21 34

26 53

21 34

53 26

M.S. M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

M.S.

MASONRY LAP SPLICE LENGTH (in.)

Fy = 60,000 psi

JOISTS BEARING ON ONE

SIDE OF GIRDER JOISTS BEARING ON BOTH

SIDES OF GIRDER

L2x2x1/4 @ 1/3rd POINTS OF

GIRDER SPAN (ROOF ONLY)

SEE NOTE 3

MIN. END BEARING 4" FOR "K" SERIES SLOPED JOISTS,

6" FOR "LH" SERIES SLOPED JOISTS

SE

E

NO

TE

VA

RI

ES

. S

EE

S

EC

TI

O

NS

STEEL BEAM OR JOIST

GIRDER, SEE PLAN

SEE NOTE 3

MIN. END BEARING 4" FOR 'K' SERIES SLOPED JOISTS,

6" FOR "LH" SERIES SLOPED JOISTS

NOTE2 2 1/2

TYP

SE

E

NO

TE

VA

RI

ES

P

ER

S

EC

TIO

NS 1/2" MAX.

L2x2x1/4 @ 1/3rd POINTS OF

GIRDER SPAN (ROOF ONLY)

STEE; BEAM OR JOIST

GIRDER, SEE PLAN

1 1/2"

NOTE:

1. STAGGER JOIST WHEN REQUIRED TO OBTAIN MINIMUM END BEARING.

2. PROVIDE 3/16" WELD AT "K" SERIES, 1/4 WELD AT "LH" OR "DLH" JOISTS.

3. COORDINATE JOIST SEAT DEPTH AND BEARING LENGTH WITH JOIST PROVIDER.

NOTE2 2 1/2

TYP

CONSULTANTS: Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number Office of

Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6"

6"

6"

6 " on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SITE RESOURCES, INC.

14315 JARRETTSVILLE PIKE

P.O. BOX 249

PHOENIX, MD 21131

HOPE FURRER ASSOCIATES

700 EAST BEAVER AVENUE

SUITE 9

STATE COLLEGE, PA 16801

NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION

6/1 4/2

8 4

:23 :14

P

M WILMINGTON VAMC

NEW ADMINISTRATIVE BUILDING

460-322

SLS MTH

1601 KIRKWOOD HIGHWAY WILMINGTON, DE 19805

S502

SUPERSTRUCTURE DETAILS

06/15/18

DETAIL 3/4" = 1'-0"

S502

TYPICAL ROOF OPENING

DETAIL 3/4" = 1'-0"

S502

TYPICAL JOIST REINFORCEMENT AT

CONCENTRATED LOADS

DETAIL 3/4" = 1'-0"

S502

TYPICAL JOIST HEADER

DETAIL 3/4" = 1'-0"

S502

TYPICAL STEEL JOIST/BEAM PARALLEL

TO MASONRY WALL DETAIL

DETAIL 3/4" = 1'-0"

S502

TYPICAL MASONRY PARTITION BRACING

AT ROOF DECK DETAIL

DETAIL 3/4" = 1'-0"

S502

JOIST BEARING ON GIRDER

HOOKED DOWEL WELDED TO BEAM EA.

SIDE-SEE DET. "TYPICAL STEEL BEAM

FRAMING INTO BOND BEAM"

TYP. BOND BEAM REINF.

GROUT BEAM POCKET SOLID

AFTER BEAM INSTALLATION

SEE DET. "TYPICAL BEAM

BEARING ON MASONRY WALL"

(1)-#5 VERT. w/STD. HOOK EA.

SIDE OF BEAM POCKET

(2)-#5 BOND BEAM

NOTES:

1. ALL BOND BEAMS AND CELLS WITH REINFORCING SHALL BE

GROUTED SOLID.

2. DECK/FLOOR ABOVE NOT SHOWN FOR CLARITY.

3. ALL BARS SHALL BE LAPPED USING A MASONRY LAP SPLICE.

TOP OF STEEL EL.-

SEE PLAN

4'-0" MIN.TEMP. BEAM POCKET4'-0" MIN.

'-8

M

IN

P O

C K

ET

TE

M

P . B

EA

M

#5 (VERT.) GROUT ALL

CELLSHAVING VERT.

BARS (TYP.)

BOND BEAM

REINF.

CORNER WALL END &

DOOR/WINDOW

JAMBS

INTERSECTION

NOTES:

1. CORNERS AND INTERSECTIONS

UNLESS OTHERWISE NOTED OR SPECIFIED, AT POINTS WHERE

CONCRETE MASONRY WALLS MEET OR INTERSECT, LAY 50% OF

UNITS IN MASONRY BOND WITH ALTERNATE UNITS HAVING A

BEARING ON NOT LESS THAN 4 INCHES ON THE UNIT BELOW

2. DOWELS

UNLESS OTHERWISE NOTED OR SPECIFIED, PROVIDE

DOWELS FROM CONCRETE FOOTING OR WALL

BELOW WITH SAME SIZE AND SPACING AS VERTICAL

BARS AT LEVEL BELOW. LAP 48 BAR DIAMETERS

MINIMUM U.N.O.

HOOK BARS AS SHOWN

OR PROVIDE CORNER

BARS OF SAME SIZE

& SPACING LAP 48 DIA.

BOND BEAM REINF.

PROVIDE DOWELS SAME

SIZE & SPACING AS

HORIZ. REINF. OR HOOK

HORIZ. BARS

#5 VERT.

#5 VERT.

2-#5 BARS @ EA.

BOND BEAM

BOND BEAM

REINF.

TY

P

D

IA

S P

LI

C E, T Y P

M A S O

N R

Y L

A P

SPLICE, TYP.

MASONRY LAP

SPLICE, TYP.

MASONRY LAP

43/16TYP.

FILL BOND BEAM

SOLID w/ GROUT

1-#4 MIN. FULL HT. THROUGH

BOND BEAM EA. SIDE OF

CONTROL JOINT

BOND BEAM REINF. TO

RUN CONT. THROUGH JT.

TYPICAL BOND BEAM CONTROL JOINT TYPICAL BOND BEAM AT COLUMN

TYPICAL BOND BEAM CORNER TYPICAL BOND BEAM INTERSECTION

1-#4 MIN. VERT.

AT INTERSECTION.

GROUT CELLS SOLID.

1-#4 MIN. VERT.

CONT. THROUGH

BOND BEAM

GROUT BOND

BEAM SOLID.

GROUT BOND

BEAM SOLID.

COL. - SEE PLAN

FOR SIZE AND TYPE

TYPICAL DETAILS

C.J.

SPLICE PER

MASONRY LAP

TYPICAL DETAILS

SPLICE PER

MASONRY LAP

BEARING P SCHEDULE

BP-1

BP-2

BP-3

BP-4

BP-5 7"x1"x1'-4"

10"x1"x1'-2" 7"x3/4"x1'-0"

6"x3/4"x10" 6"x1/2"x6"

TYPE SIZE

NOTE:

PROVIDE BEARING PLATE BP-1 FOR ALL STEEL

BEAMS BRG. ON MASONRY, INCLUDING BEAM

LINTELS, U.N.O. IN PLAN OR SECTION.

41/4

2-3/4"Øx8" STUDS

BUILD WALL SOLID 2 TIMES

PLATE LENGTH x 16" DP.

NOTE:

PROVIDE LEVELING

PLATE AS REQUIRED

1/4" FITTED STIFF. PLATE

EA. SIDE

BRG PLATE (SEE SCHED. FOR

SIZE) ON 1/2"± GROUT

FACE OF ARCH.

NOTES:

1. WHERE BEAM IS PERPENDICULAR TO WALL, PROVIDE BOND BEAM

IMMEDIATELY BELOW BEARING ELEVATION (CONTINUOUS), REINF.

W/(2)-#5 CONT. + GROUT SOLID.

L

4" PARALLEL

1" PERP.

CONT. #5 - EXTEND

FULL WIDTH OF SHAFT

POURSTOP

3/4"Ø HILTI KWIK BOLT 3 OR

EQUIVALENT @ 12" O/C,

6 1/2" EMBEDMENT

#4x2'-0"x2'-0"

DOWELS @ 16" O.C.

ELEVATOR SILL ANGLE

SEE ARCH. DWGS.

REINFORCE MASONRY

PER SCHEDULE

FACE OF SHAFT

WALL ABOVE

TOP OF SLAB EL.

SEE PLAN

VARIES

D R

A W

IN

G

S S

EE

A R

C H

STEEL BEAM

PERPENDICULAR TO

BOND BEAM

STEEL BEAM ON

LINE WITH BOND

BEAM

2-#5 WELDED TO BEAM &

LAPPED INTO BOND BEAM EA.

SIDE. BOND BEAMS/BEAM

POCKET SHALL BE GROUTED SOLID

2-#5 (1 EA. SIDE OF WEB)

WELDED TO BEAM & LAPPED

INTO BOND BEAM. BOND

BEAMS/BEAM POCKET SHALL

BE GROUTED SOLID.

2'-6"

2'-6"

2'-6"

2'-6"

GROUT CELLS

SOLID @ BOLTS

1/2"Ø THREADED ROD WITH HILTI HIT HY 150

ADHESIVE ANCHOR OR EQUIVALENT.

PROVIDE ANCHORS @ 24" O/C MAX, 4 1/4"

EMBEDMENT.

VERT. SLOTTED HOLE @

STAIR STRINGER

SPACER AS REQ'D

STAIR STRINGER AND

ATTACHMENT BY STAIR

PROVIDER

DUCT OR PIPE SLEEVE ABOVE

BOND BM. REINF.

DUCT OPENING BELOW

BOND BEAM, W< 30"

DUCT OPENING THRU

BOND BEAM, W< 60"

SLEEVE BY

REINF.

BOND BM.

MECHANICAL CONTRACTOR

REINF.

BOND BM.

8"

24"

(2)-#4 GROUT

CELLS SOLID

W<60"

SLEEVE BY

MECHANICAL CONTRACTOR

24"

FOR W>24"

2L4x4x5/16

H

REINF.

BOND BM.

MECHANICAL CONTRACTOR

SLEEVE BY

NOTE:

1. PROVIDE 12" OF MASONRY BETWEEN ADJACENT DUCT PENETRATIONS.

2. MECHANICAL OPENINGS IN MASONRY WALLS LARGER THAN 60" NOT SHOWN ON

THE STRUCTURAL DRAWINGS, SHALL NOT BE PLACED WITHOUT WRITTEN

PERMISSION/FRAMING RECOMMENDATIONS FROM THE STRUCTURAL ENGINEER NOT

SHOWN ON THE STRUCTURAL DRAWINGS.

CONSULTANTS: Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number Office of

Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6"

6"

6"

6 " on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SITE RESOURCES, INC.

14315 JARRETTSVILLE PIKE

P.O. BOX 249

PHOENIX, MD 21131

HOPE FURRER ASSOCIATES

700 EAST BEAVER AVENUE

SUITE 9

STATE COLLEGE, PA 16801

NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION

6/1 4/2

8 4

:23 :25

P

M WILMINGTON VAMC

NEW ADMINISTRATIVE BUILDING

460-322

SLS MTH

1601 KIRKWOOD HIGHWAY WILMINGTON, DE 19805

S503

SUPERSTRUCTURE DETAILS

06/15/18

DETAIL 3/4" = 1'-0"

S503

BEAM POCKET REINFORCEMENT

DETAIL 3/4" = 1'-0"

S503

TYPICAL 6", 8" & 10" MASONRY WALL

DETAILS

DETAIL 3/4" = 1'-0"

S503

TYPICAL BOND BEAM DETAILS

DETAIL 3/4" = 1'-0"

S503

TYPICAL BEAM BEARING ON MASONRY

WALL

DETAIL 3/4" = 1'-0"

S503

TYPICAL ELEVATOR SILL ANGLE

SUPPORTED ON MASONRY

DETAIL 3/4" = 1'-0"

S503

TYPICAL STEEL BEAM FRAMING INTO

BOND BEAM

DETAIL 3/4" = 1'-0"

S503

STAIR STRINGER BRACING

DETAIL 3/4" = 1'-0"

S503

PIPE & DUCT PENETRATIONS THROUGH

MASONRY WALLS

C

1 1/2" METAL

ROOF DECK

STEEL BEAM,

SEE PLAN

STEEL JOIST,

SEE PLAN

HSS OUTRIGGER,

SEE PLAN

5/16" THICK STEEL BENT PLATE x 0'-7"

LONG AT EACH HSS. MATCH SLOPE OF

ROOF. CONTRACTOR COORDINATE WITH

ADJACENT JOIST BEARING LOCATION.

S504

L6x6x5/16, COPE

VERTICAL LEG TO

FACILITATE CONNECTION

3/16 3/16

3/8" THICK BENT PLATE,

HORIZONTAL LEG TO MATCH

SLOPE OF ROOF FRAMING

MITER END OF

OUTRIGGER TO CREATE

VERTICAL END

8' - 0"

B.O. DECK EL.-

SEE PLAN

TOP OF JOIST AND HSS

OUTRIGGERS TO MATCH BOTTOM

OF DECK. SLOPE WITH DECK.

7 1/2"

6"

7' - 10" E.O. DECK

T.O. STEEL EL.

JOIST BEARING EL.

4" MIN.

7" N O

TE

9"

NOTES:

1. CUSTOM SLOPED JOIST SEAT DEPTH TO BE

PROVIDED BY JOIST MANUFACTURER. DESIGN INTENT IS

FOR JOIST BEYOND TO BEAR DIRECTLY ON BEAM.

ANGLE KICKER,

SEE PLAN

ERECTION BOLT, WELD

INTO FINAL POSITION

3/16 3 3/16 3

EACH END

HSS OUTRIGGER, SEE

PLAN

2-12

OUTRIGGER TO

JOIST TOP CHORD1 1/2" METAL

ROOF DECK

STEEL BEAM,

SEE PLAN

STEEL JOIST,

SEE PLAN

5/16" THICK BENT PLATE

OUTRIGGER SUPPORT

3/16 3/16

STEEL BEAM, SEE PLAN

1 1/2" METAL

ROOF DECK

DEFLECTION TRACK BY

COLD FORMED METAL

FRAMING PROVIDER

STUD AND ATTACHMENT TO

STRUCTURE BY COLD FORMED

METAL STUD PROVIDER

3-12

1/4

CONT. L7x4x3/8, CUT TO FIT. 2-18

3/16

1/

1" E.O. DECK

CENTERLINE BEAM,

GRID, AND EDGE OF

PLATE.

3' - 4"

3/4" THICK

GALVANIZED

STEEL PLATE

03-MECH. T.O. STEEL

24' - 6 3/4"

STEEL BEAM,

SEE PLAN

1 1/2" METAL

ROOF DECK

DEFLECTION TRACK BY

COLD FORMED METAL

FRAMING PROVIDER

STUD AND ATTACHMENT TO

STRUCTURE BY COLD FORMED

METAL STUD PROVIDER

LOOSE LINTEL PER S001,

WHERE OPENINGS EXCEED

LINTEL SCHEDULE, WELD

3/4" THICK STEEL PLATE TO

ADJACENT HSS BEAM TO

SUPPORT MASONRY

S504

1" E.O. DECK

3' - 4"

STEEL BEAM,

SEE PLAN

03-MECHANICAL FLOOR

25' - 0"

F

STUD AND ATTACHMENT TO

STRUCTURE BY COLD FORMED METAL

FRAMING PROVIDER

STEEL BEAM, SEE PLAN, HAS BEEN

DESIGNED TO SUPPORT A GRAVITY

CONNECTION FROM COLD FORMED

METAL FRAMING

03-MECHANICAL FLOOR

25' - 0"

D.5

STEEL BEAM, SEE

PLAN, TYP

STEEL JOIST, SEE PLAN.

TOP OF JOIST TO ALIGN

WITH BOTTOM OF DECK

ELEVATION, TYPICAL.

1 1/2" METAL

ROOF DECK

STEEL BEAM, SEE

PLAN, TYP

CONCRETE

POUR STOP

COMPOSITE SLAB ON

METAL DECK, SEE PLAN

2-12

3/16

3/8" THICK BENT PLATE

6"

1/

B.O. DECK EL.-

SEE PLAN

T.O. STEEL EL.

JOIST BRG EL. N

O

TE

NOTES:

1. SLOPED JOIST SEAT. CONTRACTOR COORDINATE WITH JOIST

PROVIDER. SEAT DEPTH SHALL BE CONFIRMED PRIOR TO STEEL SHOP

DRAWING SUBMISSION. DIMENSION CAN VARY DEPENDING ON JOIST

PROVIDER. CONTRACTOR NOTIFY ENGINEER/ARCHITECT IN WRITING FOR

FURTHER REVIEW IN THE EVENT MANUFACTURER REQUIRES DIMENSION

THAT VARIES FROM THAT SHOWN.

1" E.O. DECK

PLATE PER

3/S504

7 1/4" 6"

3' - 3 3/4"

05-TOP OF BEARING

40' - 9"

STEEL BEAM, SEE PLAN

1 1/2" METAL

ROOF DECK

DEFLECTION TRACK BY

COLD FORMED METAL

FRAMING PROVIDER

STUD AND ATTACHMENT TO

STRUCTURE BY COLD FORMED

METAL STUD PROVIDER

S504

1" E.O. DECK

A

STEEL BEAM,

SEE PLAN

STEEL JOIST,

SEE PLAN

1 1/2" METAL ROOF DECK

3' - 4"3/8" THICK BENT PLATE

STUD AND ATTACHMENT TO

STRUCTURE BY COLD FORMED

METAL STUD PROVIDER

DEFLECTION TRACK BY

COLD FORMED METAL

FRAMING PROVIDER

B.O. DECK EL.-

SEE PLAN

T.O. STEEL EL

JOIST BRG EL

N O

TE

1/

1" E.O. DECK

NOTES:

1. SLOPED JOIST SEAT DEPTH. CONTRACTOR

COORDINATE WITH JOIST PROVIDER. SEAT DEPTH SHALL

BE CONFIRMED PRIOR TO STEEL SHOP DRAWING

SUBMISSION. DIMENSION CAN VARY DEPENDING ON JOIST

PROVIDER. CONTRACTOR NOTIFY ENGINEER/ARCHITECT

IN WRITING FOR FURTHER REVIEW IN THE EVENT

MANUFACTURER REQUIRES DIMENSION THAT VARIES FROM

THAT SHOWN.

03-MECHANICAL FLOOR

25' - 0"

STUD AND ATTACHMENT TO

STRUCTURE BY COLD FORMED METAL

FRAMING PROVIDER

STEEL BEAM, SEE PLAN, HAS BEEN

DESIGNED TO SUPPORT A GRAVITY

CONNECTION FROM COLD FORMED

METAL FRAMING

03-MECHANICAL FLOOR

25' - 0"

S500

03-MECHANICAL FLOOR

25' - 0"

8" CMU BOND BEAM WITH (2)-#5

CONTINUOUS BARS, GROUT SOLID

3/8" THICK BENT PLATE WITH 5/8"Ø HILTI

KWIK HUS-EZ ANCHORS AT 12" ON CENTER,

EMBED 5" MINIMUM INTO GROUTED CELL, TYP

TOP AND BOTTOM OF BEAM

8" CMU CHEAR WALL,

REINFORCE PER S300

STEEL BEAM,

SEE PLAN

3/16 2-12

.TYP

G R

O

UT

S O

LI

D

SEE PLAN

1 1/2" METAL DECK

8" CMU BOND BEAM w/ (2)-#5

CONTINUOUS BARS

WALL REINFORCING,

SEE PLAN

CONT. 3"x1/4" PLATE w/ 1/2"x4"

HEADED STUDS @ 16" O.C.

STEEL JOIST,

SEE ARCH

3/16 2-12

S504

F

1 1/2" METAL

ROOF DECK

STEEL BEAM,

SEE PLAN

STEEL JOIST,

SEE PLAN

HSS

OUTRIGGER,

SEE PLAN

L6x6x5/16, COPE

VERTICAL LEG TO

FACILITATE CONNECTION

3/16 3/16

5' - 0"

B.O. DECK EL.-

SEE PLAN

N O

TE

1/

S504

4' - 10" E.O. DECK

NOTES:

1. CUSTOM SLOPED JOIST SEAT DEPTH TO BE

PROVIDED BY JOIST MANUFACTURER. DESIGN INTENT IS

FOR JOIST BEYOND TO BEAR DIRECTLY ON BEAM.

T.O. STEEL EL.

JOIST BEARING EL.

4" MIN.

5/16" THICK STEEL BENT PLATE x 0'-7"

LONG AT EACH HSS. MATCH SLOPE OF

ROOF. CONTRACTOR COORDINATE WITH

ADJACENT JOIST BEARING LOCATION.

ANGLE KICKER,

SEE PLAN

ERECTION BOLT, WELD

INTO FINAL POSITION

3/16 3 3/16 3

EACH END

CONSULTANTS: Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number Office of

Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6"

6"

6"

6 " on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SITE RESOURCES, INC.

14315 JARRETTSVILLE PIKE

P.O. BOX 249

PHOENIX, MD 21131

HOPE FURRER ASSOCIATES

700 EAST BEAVER AVENUE

SUITE 9

STATE COLLEGE, PA 16801

NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION

6/1 4/2

8 4

:23 :37

P

M WILMINGTON VAMC

NEW ADMINISTRATIVE BUILDING

460-322

SLS MTH

1601 KIRKWOOD HIGHWAY WILMINGTON, DE 19805

S504

SUPERSTRUCTURE DETAILS

06/15/18

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

SECTION 3/4" = 1'-0"S504

03-MECHANICAL FLOOR

25' - 0"

B

#4 CONT.

PARTITION WALL,

SEE ARCH

6"

EX

TE

N S

IO

N

1/ V

ER

T.

L

EG

S500

1 1/2" MIN.

BEARING

STEEL BEAM,

SEE PLAN

03-MECHANICAL FLOOR

25' - 0"

STEEL BEAM, SEE

PLAN

#4 HK. DOWEL

@ 24" O.C.

COLD FORMED METAL FRAMING, ATTACHMENT TO

STRUCTURE BY COLD FORMED METAL FRAMING

PROVIDER. BOTH GRAVITY AND LATERAL

CONNECTIONS OF COLD FORMED FRAMING ARE

PERMITTED AT THIS LOCATION.

S500

12 BEARING

1 1/2" MIN.

03-MECHANICAL FLOOR

25' - 0"

D

STEEL BEAM, SEE

PLAN

CURTAIN WALL & ATTACHMENT

TO STRUCTURE BY CURTAIN

WALL PROVIDER

3/16 2-12

3/16 2-12

S500

CONTINUOUS

L6X6X3/8

03-MECHANICAL FLOOR

25' - 0"

C

STEEL BEAMS, SEE

PLAN, TYP

W.W.F.

COMPOSITE SLAB ON

METAL DECK, SEE PLAN

SLAB CONTINUOUS FROM

INTERIOR MEZZANINE TO

EXTERIOR FLAT ROOF

COLD FORMED METAL FRAMING, ATTACHMENT TO

STRUCTURE BY COLD FORMED METAL FRAMING

PROVIDER. BOTH GRAVITY AND LATERAL

CONNECTIONS OF COLD FORMED FRAMING ARE

PERMITTED AT THIS LOCATION.

CHANNEL & STUD

ABOVE

CL

02-SECOND FLOOR

13' - 4"

STEEL BEAM,

SEE PLAN

GRID

BRICK FACADE,

SEE ARCH

COLD FORMED METAL FRAMING, ATTACHMENT TO

STRUCTURE BY COLD FORMED METAL FRAMING

PROVIDER. BOTH GRAVITY AND LATERAL

CONNECTIONS OF COLD FORMED FRAMING ARE

PERMITTED AT THIS LOCATION.

1 1/2" MIN.

BEARING

S500

02-SECOND FLOOR

13' - 4"

STEEL BEAM,

SEE PLAN

GRID

METAL SIDING, SEE

ARCH

COLD FORMED METAL FRAMING, ATTACHMENT TO

STRUCTURE BY COLD FORMED METAL FRAMING

PROVIDER. BOTH GRAVITY AND LATERAL

CONNECTIONS OF COLD FORMED FRAMING ARE

PERMITTED AT THIS LOCATION.

1 1/2" MIN. BEARING

S500

D

T.O. STEEL EL.

SEE PLAN

STEEL BEAM,

SEE PLAN, TYP.

GALV. 3/4" PLATE

GALV. L3x3x5/16

1 1/2" METAL ROOF DECK4 3/4"

1/4 3-12

3/16 2

STD. SHEAR

CONNEX.

3/16 2 3/16 2

ERECTION BOLT w/ LONG

SLOTTED VERTICAL HOLE

B.O. ANGLE

REF. ARCH

L4x4x3/8 ANGLE OUTRIGGERS

AT EACH BEAM FOR CURTAIN

WALL SUPPORT

CONT. GALV. L6x4x5/16, LLH

3/16 2 3/16 2

3/16 2-12

2' - 8 5/8"

1 1/2" MIN. DECK BEARING

3/8" PLATE

L3x3x1/4

3/16 2 TYP. E.E.

02-SECOND FLOOR

13' - 4"

C

BRICK FACADE,

SEE ARCH

STEEL BEAM,

SEE PLAN

COLD FORMED METAL FRAMING, ATTACHMENT TO

STRUCTURE BY COLD FORMED METAL FRAMING

PROVIDER. BOTH GRAVITY AND LATERAL

CONNECTIONS OF COLD FORMED FRAMING ARE

PERMITTED AT THIS LOCATION.

1 1/2" METAL

ROOF DECK

1' - 10"

S500

12 1 1/2" METAL

DECK, SEE ARCH

8" CMU BOND BEAM w/ (2)-#

5 CONTINUOUS BARS

WALL REINFORCING,

SEE PLAN

CONT. 3"x1/4" PLATE w/ 1/2"x4"

HEADED STUDS @ 16" O.C.

STEEL JOIST, SEE

ARCH

3/16 2-12

HSS OUTRIGGER,

SEE PLAN

1 1/2" METAL

ROOF DECK

BEAM. SEE PLAN.

3/16 2-12

T.O. STEEL

SEE PLAN

1' - 6"

S505

8 Sim

GALV. 3/8" PLATE

GALV. L3x3x5/16

1 1/2" METAL

ROOF DECK

BEAM. SEE PLAN, TYP.

S505

T.O. STEEL -

SEE PLAN

STD. SHEAR CONNECTION

7' - 7"

1 1/2" MIN. DECK BEARING

GALV. L4x4x3/8 3/16 2-12

7' - 11"

PROVIDE

MOMENT

CONNECTION

PER 4/S500

4" HSS6x4

HANGERSTEEL CONNECTION

BY STEEL FABRICATOR

02-SECOND FLOOR

13' - 4"

CENTERLINE BEAM AND

CURTAINWALL ABOVE.

BEAMS, SEE PLAN, TYP.

CFMF AND CONNECTIONS

TO STRUCTURE BY COLD

FORMED PROVIDER.

2"

1 1/2" METAL ROOF

DECK.

CONT. 1/4" PLATE

S500

COMPOSITE SLAB ON METAL

DECK. SEE PLAN FOR REINF. 11"

1' - 2"

3" E.O. DECK

02-SECOND FLOOR

13' - 4"

D

CONTINUOUS C12x30

HANDRAIL PER ARCH.

HANDRAIL EXTENDS TO

CHANNEL AND WELDS

DIRECTLY TO TOP OF

CHANNEL.

1/2" STIFFENER PLATE

CENTERED ON EACH

OUTRIGGER.

CENTERLINE BEAM AND GRID

L8x4x7/16 OUTRIGGERS

AT 4'-0" O.C.

S500

3/16 3/16

D

SEE PLAN 1" E.O. DECK

3/16 2-12

BEAM. SEE PLAN.

1 1/2" METAL

ROOF DECK

S505

8 Sim

NOTE:

1. AT (SIM). CONDITION, CENTERLINE OF BEAM

IS NOT ON GRID. SEE PLAN FOR BEAM

LOCATION.

CONSULTANTS: Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number Office of

Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6"

6"

6"

6 " on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SITE RESOURCES, INC.

14315 JARRETTSVILLE PIKE

P.O. BOX 249

PHOENIX, MD 21131

HOPE FURRER ASSOCIATES

700 EAST BEAVER AVENUE

SUITE 9

STATE COLLEGE, PA 16801

NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION

6/1 4/2

8 4

:23 :47

P

M WILMINGTON VAMC

NEW ADMINISTRATIVE BUILDING

460-322

SLS MTH

1601 KIRKWOOD HIGHWAY WILMINGTON, DE 19805

S505

SUPERSTRUCTURE DETAILS

06/15/18

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

12 SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

SECTION 3/4" = 1'-0"S505

03-MECHANICAL FLOOR

25' - 0"

STUD AND ATTACHMENT TO

STRUCTURE BY COLD FORMED

METAL STUD PROVIDER

STEEL BEAM, SEE PLAN

COMPOSITE SLAB ON

METAL DECK, SEE PLAN

03-MECHANICAL FLOOR

25' - 0"

C

TYP

1" CLR

" 1'

#4 DOWELS STAGGERED @ 2'-0"

O.C. WITH (1) CONTINUOUS #4

BAR, TYP, EMBED 2" TYP WITH

HILTI HY-200 ADHESIVE, TYP.

#4 x 1'-0" DOWELS @ 2'-0" O.C.

STEEL BEAM, SEE PLAN

3/A312

REF.

A

B.O. DECK

SEE PLAN

CMU SHEAR WALL,

SEE S300 FOR

REINFORCING

(3) - 1/2"Ø x 4"

LONG H.S.

STEEL JOIST,

SEE PLAN

1 1/2" METAL

ROOF DECK

GR. 36 - 7" x 1/2" x 12"

BEARING PLATE

3/164

3/164TYP.

T.O. STEEL JOIST

BEARING EL.

/S

S

EE

PLATE ATTACHMENT

PER 8/S504

16" DEEP BOND BEAM REINF.

(4) - #5 CONT. (LAP 2'-0")

PROVIDE (4) - #5 x 5'-0"

@ CORNERS

2'-6"

2' -6

F

B.O. DECK

SEE PLAN

T.O. STEEL JOIST

BEARING EL.

/S

S

EE

S504

1 1/2" METAL

ROOF DECK

CMU SHEAR WALL,

SEE S300 FOR

REINFORCING

(2) - 1/2"Ø x 4"

LONG H.S.

GR. 36 - 7" x 3/8" x 12"

BEARING PLATE

8" DEEP BOND BEAM REINF.

(2) - #5 CONT. (LAP 2'-0")

PROVIDE (2) - #5 x 5'-0"

@ CORNERS

2'-6"

2' -6

STEEL JOIST,

SEE PLAN

NOTE:

1. HSS AND HSS SEAT ARE NOT SHOWN FOR CLARITY.

SEE 9/S504 FOR HSS AND CONNECTION.

03-MECHANICAL FLOOR

25' - 0"

3 4

HIGH ROOF (LOW POINT)

27' - 4"

03-MECH. T.O. STEEL

24' - 6 3/4"

LOW ROOF (LOW POINT)

29' - 3 5/8"

S505

S506

CENTERLINE OF GRID,

WALL, AND STEEL BELOW

STEEL BEAMS, SEE PLAN, TYP.

1 1/2" METAL

ROOF DECK

CFMF BEARING WALL. CFMF BEARING WALL.

ARCH

REF

CENTERLINE BEARING

WALL AND BEAM BELOW.

COLD FORMED JOISTS BY WITH

CANTILEVER EACH END. MAXIMUM

DEPTH IS 12".

COMPOSITE SLAB ON

METAL DECK.

B.O. DECK

ELEVATION

M A X

1'

S500

03-MECHANICAL FLOOR

25' - 0"

C D

HIGH ROOF (LOW POINT)

27' - 4"

03-MECH. T.O. STEEL

24' - 6 3/4"

LOW ROOF (LOW POINT)

29' - 3 5/8"

1 1/2" METAL

ROOF DECK

CFMF BEARING WALL,

PROVIDE HEADERS AS

REQ'D. AT WINDOW

COMPOSITE SLAB ON

METAL DECK.

B.O. DECK

ELEVATION

S500

M A X

1'

CFMF HEADER

CFMF NON-BEARING

EXTERIOR WALL &

ATTACHMENT TO SLAB

BY CFMF PROVIDER

COLD FORMED JOISTS BY WITH

CANTILEVER EACH END. MAXIMUM

DEPTH IS 12".

POUR STOP.

E

CMU SHEAR WALL,

SEE S300 FOR

REINFORCING

1 1/2" METAL

ROOF DECK

JOIST, SEE PLAN. STAGGER JOISTS

SUCH THAT BEARING PLATES DO

NOT CONFLICT.

B.O. DECK

SEE PLAN

PROVIDE 8" DEEP

SLOPED JOIST SEAT

PROVIDE BOND BEAM

& BEARING PLATE PER

3/S506 FOR "LH" SERIES

JOISTS & 4/S506 FOR "K"

SERIES JOISTS.

CONSULTANTS: Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number Office of

Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6"

6"

6"

6 " on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SITE RESOURCES, INC.

14315 JARRETTSVILLE PIKE

P.O. BOX 249

PHOENIX, MD 21131

HOPE FURRER ASSOCIATES

700 EAST BEAVER AVENUE

SUITE 9

STATE COLLEGE, PA 16801

NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION

6/1 4/2

8 4

:23 :58

P

M WILMINGTON VAMC

NEW ADMINISTRATIVE BUILDING

460-322

Checker Author

1601 KIRKWOOD HIGHWAY WILMINGTON, DE 19805

S506

SUPERSTRUCTURE DETAILS

06/15/18

NORTH

SECTION 3/4" = 1'-0"S506

SECTION 3/4" = 1'-0"S506

SECTION 3/4" = 1'-0"S506

SECTION 3/4" = 1'-0"S506

SECTION 3/4" = 1'-0"S506

SECTION 3/4" = 1'-0"S506

SECTION 3/4" = 1'-0"S506

NOTES:

1. THESE BARS MUST BE TIED AS SHOWN BY DASHED LINES WHEN "X" DISTANCE IS OVER 6".

2. THESE BARS NEED NOT BE TIED WHEN "X" DISTANCE EQUALS 6" OR LESS.

3. 1 1/2" MINIMUM COVER TO TIES (TYPICAL).

4. SEE "BASEPLATE SCHEDULE" FOR PIER BARS.

5. ALTERNATE LOCATIONS OF TIE HOOKS WHEN PLACING SUCCESSIVE SETS OF TIES.

8 BAR COLUMN

3-TIES PER SET

NOTE 1

x x

COLUMN

NOTES:

1. PROVIDE 2" GROUT TYPICAL. FOR BASEPLATES LESS THAN 24"

SQUARE 3/4" GROUT AND 1/4" STEEL LEVELING PLATE MAY

BE SUBSTITUTED. COORDINATE COLUMN CUTOFF LENGTHS AS REQUIRED.

2. REFER TO BASEPLATE DETAILING SCHEDULE FOR THE BASEPLATE

HOLE DIAMETERS, PLATE WASHER DIMENSIONS AND ANCHOR BOLT EDGE DISTANCE.

3. FOR BASE PLATES 18" OR GREATER IN EITHER DIRECTION, PROVIDE

A 2" DIAMETER GROUT HOLE.

4. 'd' IS THE ANCHOR BOLT DIAMETER AS DEFINED IN THE COLUMN SCHEDULE.

5. UNHEADED ANCHOR BOLTS WITH DOUBLE HEAVY HEX NUTS MAY

BE SUBSTITUTED FOR HEADED ANCHOR BOLTS.

6. THE LAST DIMENSION OF THE COLUMN BASEPLATE SIZE, NOTED

IN THE COLUMN SCHEDULE, IS PARALLEL TO THE COLUMN WEB.

7. WIDE FLANGE COLUMN SHOWN, TUBE COLUMN SIMILAR.

TOP OF CONC.

SEE PLAN

FOR COLUMN SIZE

SEE SCHEDULE

1/4

BASEPLATE-SEE

COLUMN SCHEDULE

FOR SIZE

(4)-HEADED ANCHOR

BOLTS-SEE 'BASEPLATE

SCHEDULE' THIS SHEET FOR

SIZE AND EMBEDMENT.

HEAVY HEX LVL'G NUT

FI

NI

SH

C

O

LU

M N

CL

HEAVY HEX NUT w/

PLATE WASHER (NOTE

2)

U.

N .O

. I N C

O

LU

M N S

C H

ED

UL

E

EM

B

ED

M

EN

T

LE

N G

TH

L) =1

7d

(N O

TE

'1

G

R O

UT

ALL AROUND (NOTE '2')

EDGE DIST. - TYPICAL

BASEPLATE DETAILING SCHEDULE

DIAMETER

2. PLATE WASHERS SHALL HAVE STANDARD HOLES.

1. SEE COLUMN SCHEDULE FOR ANCHOR BOLT DIAMETER.

NOTES:

1"

(d)

1 13/16" 3"

DIAMETER

1 1/2"

(U.N.O.)

3/8"

(U.N.O.)

PLATE WASHERANCHOR ROD

DIAMETER

BASEPLATE

HOLE EDGE DISTANCE

ANCHOR ROD

THICKNESS

01 - FIRST

FLOOR

01 - FIRST

FLOOR

0" 0"

02-SECOND

FLOOR

02-SECOND

FLOOR

13' - 4" 13' - 4"

03-MECHANICAL

FLOOR

03-MECHANICAL

FLOOR

25' - 0" 25' - 0"

LOW ROOF

(LOW POINT)

LOW ROOF

(LOW POINT)

29' - 3 5/8" 29' - 3 5/8"

Column Locations

A-1 A-2 A-3 A-4 A-5 A-6 A-6.5 B-1 B-2 B-3 B-4 B-5 B-6 B-7 B.6-3 C-1 C-2 C-2.7 C-4 C-5 C-6 C-7 D-3 D-4 D-4.4 D-5 D.5-1 D.5-2 D.5-3 E-1 E-2.3 E-3 F-1.5(-11 7/8") F-2.3 F-3

W X

W X

W X

H S S X X /8

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

H S S X X /8

W X

H S S X X /8

H S S X X /8

W X

W X

W X

H S S X X /8

BASEPLATE SCHEDULE

1. ALL BASEPLATES SHALL BE A992 MATERIAL.

NOTES:

ALL W8

COLUMNS ,

TYP. U.N.O.

17"x1 1/4"x17"

DESCRIPTION BASEPLATE PIER - AS REQ'DANCHOR RODS

SHEAR LUG

PERPENDICULAR

TO WEB

(4)-1" DIA.

HEADED RODS,

9" EMBEDMENT

N/A

24"x24" REINFORCED

WITH (8)-#8 VERTICAL

AND

#3 TIES AT 12" O.C. MAX.

ALL HSS

COLUMNS, TYP.

U.N.O.

14"x1"x14" N/A

(4)-1" DIA.

HEADED RODS,

9" EMBEDMENT

24"x24" REINFORCED

WITH (8)-#8 VERTICAL

AND

#3 TIES AT 12" O.C. MAX.

COLUMN SCHEDULE NOTES:

1. THE LAST DIMENSION OF THE COLUMN BASE PLATE, PIER, OR BEARING PLATE IS PARALLEL TO THE COLUMN WEB.

2. WHERE BASE PLATE IS SHOP WELDED TO COLUMN, PROVISIONS SHALL BE MADE FOR LEVELING.

3. ALL COLUMNS AND COLUMN BASEPLATES ARE ASTM A992, GRADE 50.

CONSULTANTS: Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number Office of

Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6"

6"

6"

6 " on e ei gh th in ch o ne fo ot on e qu ar te r i nc h on e fo ot th re e ei gh th s in ch o ne fo ot on e ha lf in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot on e in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot th re e in ch es o ne fo ot

6587 Hamilton Avenue Pittsburgh, Pennsylvania 15206 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SITE RESOURCES, INC.

14315 JARRETTSVILLE PIKE

P.O. BOX 249

PHOENIX, MD 21131

HOPE FURRER ASSOCIATES

700 EAST BEAVER AVENUE

SUITE 9

STATE COLLEGE, PA 16801

NOT FOR CONSTRUCTION CONSTRUCTION DOCUMENTS SUBMISSION

6/1 4/2

8 4

:24 :11

P

M WILMINGTON VAMC

NEW ADMINISTRATIVE BUILDING

460-322

SLS MTH

1601 KIRKWOOD HIGHWAY WILMINGTON, DE 19805

S600

COLUMN SCHEDULE

06/15/18

DETAIL 3/4" = 1'-0"

S600

CONCRETE COLUMN/PIER TIE DETAIL

DETAIL 3/4" = 1'-0"

S600

TYPICAL 4 BOLT COLUMN BASE DETAIL

SYMBOLS LEGEND

DESCRIPTION SYMBOL

DRAWING BLOCK TITLE MARK

ITEM SCALE

ITEM TITLE / DESCRIPTION

ITEM NUMBER / LETTER

WALL SECTION MARK

A101

SHEET NUMBER

SECTION IDENTIFIER

BUILDING SECTION MARK

A101

SHEET NUMBER

SECTION IDENTIFIER

DETAIL INDICATOR

A101

DETAIL IDENTIFIER

SHEET NUMBER

LEADER

DETAIL BOUNDARY

EXTERIOR ELEVATION MARK

A100

INTERIOR ELEVATION MARK

(SINGLE VIEW)

A100

INTERIOR ELEVATION MARK

(MULTIPLE VIEWS)

A100

ELEVATION IDENTIFIER

SHEET NUMBER

ELEVATION IDENTIFIER

SHEET NUMBER

ELEVATION IDENTIFIER

SHEET NUMBER

NORTH ARROW

NORTH

ROOM NAME

ROOM NUMBER

ROOM NAME INDICATOR

COLUMN GRID IDENTIFICATION

GRID LINE IDENTICATION

COLUMN GRID LINE

DOOR IDENTIFICATION

1 DOOR NUMBER

W#WINDOW IDENTIFICATION WINDOW / CURTAINWALL TYPE

WALL TYPE IDENTIFICATION

M2a WALL TYPE INDICATOR

WALL

KEYED NOTE IDENTIFICATION

REVISION IDENTIFICATION

REVISION CLOUD

REVISION NUMBER

DATUM POINT IDENTIFICATION

LEVEL

10'-0"

ELEVATION RELATIVE TO

FIRST FLOOR TOP OF SLAB

WALL FINISH PT#

FINISH

EXTENT OF FINISH

ROOM NAME

DEMO PLAN - KEYED NOTE

PLAN - KEYED NOTE

WALL SECTION / EXTERIOR ELEVATION - KEYED NOTE

EARTH -

COMPACTED FILL

GRAVEL, CRUSHED STONE

SAND, GROUT, LIMESTONE

WOOD, FINISH

WOOD, FRAMING

THROUGH MEMBER

WOOD, FRAMING

INTERRUPTED MEMBER

PLYWOOD

ACOUSTIC TILE

RIGID INSULATION

TAPERED

INSULATION

BATT INSULATION

CONCRETE

BRICK

CONCRETE BLOCK

STEEL

GYPSUM BOARD, PLASTER

MATERIALS LEGEND :

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Dwg. of

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 Sandusky Street Pittsburgh, Pennsylvania 15212 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

SITE RESOURCES, INC.

14315 JARRETTSVILLE PIKE

P.O. BOX 249

PHOENIX, MD 21131

HOPE FURRER ASSOCIATES

700 EAST BEAVER AVENUE

SUITE 9

STATE COLLEGE, PA 16801

6/

/2

4:

:4

P

M NEW ADMINISTRATIVE BUILDING

460-322

FS SB

1601 KIRKWOOD HIGHWAY, WILMINGTON, DE 19805

A001

ABBREVIATIONS, SYMOBLS, MATERIALS AND

GENERAL NOTES

06/15/2018

16025

CONSTRUCTION DOCUMENTS SUBMISSION

NORTH

ST PR STATIC PRESSURE

ST STL STAINLESS STEEL

STD STANDARD

STER STERILIZER

STL STEEL

STOR STORAGE

STR STRAINER

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL TOP

T TOP

TA THROWAWAY

TAN TANGENT

TC TELECOMMUNICATIONS

CONTRACTOR

TCV TEMPERATURE CONTROL VALVE

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TG TONGUE & GROOVE

TH THERMOMETER

THRES THRESHOLD

TR TEMPERATURE RISE

TRANS TRANSITION

TRANSR TRANSFORMER

TSTAT THERMOSTAT

TV TURNING VANES OR TELEVISION

TYP TYPICAL

UC UNDER CABINET OR UNDER CUT

UFD UNDER FLOOR DUCT

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VAL VALVE

VD VOLUME DAMPER

VENT VENTILATION

VERT VERTICAL

VFS VENTURI FLOW STATION

VIF VERIFY IN FIELD

VL VENT LINE

VR VAPOR RETARDER

VS VENT STACK

VTR VENT THROUGH ROOF

W WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WALL COVERING

WCL WATER CLOSET

WD WOOD

WF WIDE FLANGE

WFMD WATER FLOW MEASURING DEVICE

WG WALL GUARD OR WATER GAUGE

WHCH WHEEL CHAIR

WIN WINDOW

WMS WIRE MESH SCREEN

WP WEATHERPROOF

WPS WALL PROTECTION SYSTEM

WSCT WAINSCOT

WT WINDOW TREATMENT

WTD WATER TEMPERATURE DROP

WWF WELDED WIRE FABRIC

X DEMO

XN TO BE RELOCATED / NEW LOCATION

XR EXISTING TO REMAIN

ZVB ZONE VALVE BOX

ZVC ZONE VALVE CABINET

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LIN LINEAR

LOC LOCATION OR LOCATE

LPT LOW POINT

LSDC LINEAR SUPPLY DIFFUSER CEILING

LT LIGHT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

LWB LEAVING WET BULB

LWC LINEAR WOOD CEILING

LWT LEAVING WATER TEMPERATURE

MAN MANUAL

MAT MIXED AIR TEMPERATURE

MATL MATERIAL

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH ONE THOUSAND BTU / HOUR

MC MECHANICAL CONTRACTOR

MC METAL CLAD CABLE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MO MASONRY OPENING

MOD MOTOR OPERATED DAMPER

MONO MONOLITHIC

MTD MOUNTED

MTG HT MOUNTING HEIGHT

MTL METAL

MTLH METAL HALIDE

MTR MOTOR

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NUMBER OR NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

O OXYGEN

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OPER OPERATED

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PB PULL BOX

PC PLUMBING CONTRACTOR

PD PUMP DISCHARGE

PG PRESSURE GAUGE WITH COCK

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRD PRESSURE DIFFERENTIAL VALVE

PRELIM PRELIMINARY

PRT PRESSURE TAP

PRV PRESSURE REDUCING VALVE

PT PAINT OR POTENTIAL

TRANSFORMER

RO ROUGH OPENING

QT QUARRY TILE

R RADIUS

RA RETURN AIR / RELIEF AIR

RB RUBBER BASE

RC REMOVE COMPLETELY

RD ROOF DRAIN

RE RELOCATE EXISTING

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFL REFLECTOR

REG REGISTER

REINF REINFORCING

REM REMOVE

REQD REQUIRED

RET RETURN

REV REVISE

REX REMOVE EXISTING

RF RESILIENT FLOOR

RFI REQUEST FOR INFORMATION

RGS RIGID GALVANIZED STEEL CONDUIT

RH ROOF HATCH

RM ROOM

RN REMOVE AND REPLACE WITH NEW

RR REMOVE AND REPLACE

RS RAPID START

RV RELIEF VALVE

RWC RAIN WATER CONDUCTOR

SA SUPPLY AIR

SAN SANITARY SEWER ABOVE GROUND

SAN-BXR SANITARY SEWER - BURIED

EXISTING TO REMAIN

SAN-XR SANITARY SEWER ABOVE GROUND -

EXISTING TO REMAIN

SCHED SCHEDULE

SD SMOKE DAMPER OR SMOKE

DETECTOR

SDISP SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHT MTL SHEET METAL

SHTG SHEATHING

SIM SIMILAR

SM SURFACE MOUNTED

SNC SANITARY NAPKIN CABINET

SND SANITARY NAPKIN DISPOSER

SP STANDPIPE OR STATIC PRESSURE

SPC SPECIMEN PASS-THRU CABINET

SPEC SPECIFICATIONS

SPS STATIC PRESSURE SENSOR

SR SERVICE RECEPTOR

SS SOIL STACK

EIFS EXTERIOR INSULATION AND

FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEC CAB ELECTRICAL CABINET

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

EO ELECTRICAL OUTLET

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWB ENTERING WET BULB

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX EXAUST AIR

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

XP EXPLOSION PROOF

F/S FIRE / SMOKE DAMPER

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAT FINAL AIR TEMPERATURE

FB FIRE BLANKET

FC FLEXIBLE CONNECTION OR

FOOTCANDLE

FD FLOOR DRAIN OR FIRE DAMPER

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HOSE

FHC FIRE HOSE CABINET

FHP FULL HEIGHT PARTITION

FHV FIRE HOSE VALVE

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLA FULL LOAD AMPERES

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG C FLANGE CONNECTION

FLR FLOOR

FLUOR FLUORESCENT

FP FIRE PROOFING

FRMG FRAMING

FS FLOOR SINK

FSTOP FIRESTOPPING

FT FOOT / FEET

FT HD FEET OF HEAD

FTC FOOTCANDLES

FTG FOOTING

FUR FURRING

G GAS OR ELECTRICAL GROUND

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERATOR

GENL GENERAL

GFCI GROUND FAULT CIRCUIT

INTERRUPTOR

GL GLASS

GLV GLOBE VALVE

GND GROUND

GPM GALLONS PER MINUTE

GR GRADE

GRAV GRAVITY

GRD BM GRADE BEAM

GV GATE VALVE

GWB GYPSUM BOARD

H HIGH

HB HOSE BIB

HC HEATING CONTRACTOR

HDCP HANDICAP

HDR HEADER

HDW HARDWARE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER

HPD HIGH PRESSURE DRIP

HPF HIGH POWER FACTOR

HR HANDRAIL

HSKP HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VELOCITY

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HW HOT WATER

HWD HARD WOOD

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWS&R HOT WATER SUPPLY AND RETURN

HZ HERTZ

ID INSIDE DIAMETER

IER INVERTED ECCENTRIC REDUCER

IG ISOLATED GROUND

IME INSULATED METAL ENCLOSURE

IN INCH

INCAND INCANDESCENT

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INTERL INTERLOCK

INV INVERT

ISO ISOLATION

IVS ISOLATED VALVE STATION

J-BOX JUNCTION BOX

JST JOIST

JT JOINT

KO KNOCK OUT

kVA KILOVOLT AMPERE kVAR KILOVAR (REACTANCE) kW KILOWATT kWH KILOWATT HOUR METER

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

LDB LEAVING DRY BULB

& AND

A AIR (CLINICAL)

AAP ALARM ANNUNCIATOR PANEL

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABV ABOVE

ACC DR ACCESS DOOR

ACFL ACCESS

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AFMD AIR FLOW MEASURING DEVICE

AHU AIR HANDLING UNIT

AL ALIGN

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST

CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASY ASYMMETRIC

ATC AUTOMATIC TEMPERATURE

CONTROL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AWT AVERAGE WATER TEMPERATURE

BAT BATTERY

BC BALANCING COCK OR BARE

COPPER

BDD BACKDRAFT DAMPER

BFC BELOW FINISH CEILING

BFE BOTTOM FOOTING ELEVATION

BFG BELOW FINISHED GRADE

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BLT BORROWED LIGHT

BLW BELOW

BM BEAM

BO BY OWNER

BOF BY OWNER FUTURE

BOT BOTTOM

BR BRICK

BRG BEARING

BRKR BREAKER

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C CONDUIT

CAB CABINET

CANTL CANTILEVER

CAP CAPACITY

CATV CABLE TELEVISION

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CFH CUBIC FEET / HOUR

CFM CUBIC FEET / MINUTE

CH CHANNEL

CHK V CHECK VALVE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CHWS&R CHILLED WATER SUPPLY AND

RETURN

CJ CONTROL JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTERLINE

CLG CEILING

CLG MTD CEILING MOUNTED

CLR CLR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET OR CONTROL POWER

TRANSFORMER

CT CERAMIC TILE

CTR CENTER

CU COPPER

CV CONTROL VALVE

CW COLD WATER

D DEPTH OR DEEP

DB DRY BULB

dB DECIBEL

DCW DOMESTIC COLD WATER

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAILS

DF DRINKING FOUNTAIN

DHW DOMESTIC HOT WATER

DIA DIAMETER

DIAG DIAGONAL OR DIAGRAM

DIFF DIFFUSER

DIM DIMENSION

DISC DISCONNECT

DISCH DISCHARGE

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DL DOWN LIGHT

DN DOWN

DP DISTRIBUTION PANEL

DPR DAMPER

DR DRAIN

DS DOWNSPOUT

DWG DRAWING

DX DIRECT EXPANSION

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EDB ENTERING DRY BULB

EF EXHAUST FAN

GENERAL PROJECT NOTES

1 ALL CONSTRUCTION WORK SHALL CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF THE LOCAL JURISDICTION AND THE CURRENT ADOPTED VERSION OF THE INTERNATIONAL BUILDING CODE FAMILY. THE CONTRACTOR SHALL POST NOTICES AND COMPLY WITH THE GOVERNING LAWS OF THE

JURISDICTION.

2 INSTALLATIONS PERFORMED IN CONNECTION WITH THESE DRAWINGS SHALL COMPLY WITH THE MOST

RECENT NFPA EDITION.

3 THE SITE WORK SHALL BE PROPERLY SUPERVISED BY THE CONTRACTORS JOB SITE SUPERINTENDANT.

SUFFICIENT PERSONNEL SHALL BE EMPLOYED TO COMPLETE THE WORK WITHIN THE CONTRACTED TIME.

PERSONNEL SHALL BE SKILLED IN THE TASK ASSIGNED.

4 THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC

AND ALL PERSONS ENGAGED IN THE PERFORMANCE OF THE WORK.

5 THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR FROM

DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE GUARANTEED. THE

CONTRACTOR SHALL VERIFY ALL GRADES, LINE LEVELS AND DIMENSIONS INDICATED ON THE DRAWNGS AND SHALL REPORT ALL INCONSISTENCIES TO THE ARCHITECT PRIOR TO THE EXECUTION OF THE WORK.

RECHECK ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR FABRICATED ITEMS.

6 PLAN DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO THE FACE OF THE WALL FINISH OR CENTERLINE

OF COLUMN.

7 ALL INDICATIONS OF MASONRY ARE SHOWN IN ACTUAL DIMENSIONS (NOT NOMINAL), UNLESS NOTED

OTHERWISE.

8 THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS PURCHASED FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON PREFERRED LOCATIONS FOR STORED MATERIALS ON THE

PROJECT SITE, IF ALLOWED AS PART OF THE REQUIREMENTS OF THIS PROJECT.

9 THE CONTRACTOR SHALL MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH SHALL BE

PROVIDED BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF SITE IN

ACCORDANCE WITH APPLICABLE CODES AND/OR SPECIFICATIONS.

10 EXTRANEOUS MATERIALS SHALL BE PERIODICALLY REMOVED, AND AT THE CONCLUSION OF THE PROJECT. ALL UNUSED TOP SOIL SHALL BE STOCKPILED ON THE SITE FOR THE OWNER'S USE.

11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL FIRESAFING / FIRESTOPPING MATERIALS AT ALL THROUGH-WALL AND THROUGH-CEILING PENETRATIONS AS REQUIRED FOR THE CONSTRUCTION WORK AND TO MAINTAIN FIRE RATINGS OF FLOORS AND WALLS. MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO UNDERWRITER LABORATORIES LISTING FOR RATED

ASSEMBLIES.

12 ALL WOOD FRAMING AND SHEATHING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY THE

BUILDING CODE CLASSIFICATION OF 'NONCOMBUSTIBLE'

13 DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION.

NOTIFY THE ARCHITECT OF ANY DEVIATIONS OR DISCREPANCIES FOUND AND RECEIVE DIRECTION

BEFORE PROCEEDING.

14 DURING CONSTRUCTION THE CONTRACTOR WILL WORK ADJACENT TO PATIENT OCCUPIED FLOORS.

CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT THESE AREAS. CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THESE AREAS MUST BE COORDINATED WITH AND APPROVED

BY THE VA PRIOR TO OCCURRENCE.

15 CONTRACTOR SHALL PROVIDE TEMPORARY DUST ENCLOSURES DURING ALL DEMOLITION AND

CONSTRUCTION ACTIVITIES. CONTRACTOR TO COORDINATE LOCATIONS WITH CONTRACTING OFFICER. IF EXISTING WALLS ARE USED, PENETRATIONS MUST BE SEALED TO CREATE A DUST PROOF ENCLOSURE.

16 MODIFICATIONS TO THE EXISTING MEP SYSTEMS WILL IMPACT ADJACENT SPACES OUTSIDE THE GENERAL SCOPE OF WORK. ANY DISTURBANCE OF EXISTING CONDITIONS AND FINISHES MUST BE

REPAIRED TO MATCH THE CONDITIONS PRIOR TO CONSTRUCTION IMPACTS.

17 THE FACILITY IS OPERATIONAL. CONTRACTOR SHALL MAKE PROVISIONS FOR OWNER AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER

SO AS TO NOT ADVERSELY AFFECT THE BUILDING OPERATIONS.

18 ASBESTOS AND LEAD ARE NOT ANTICIPATED TO EXIST IN THE WORK AREA. HOWEVER, IF

ASBESTOS-CONTAINING MATERIAL IS DISCOVERED OR SUSPECTED, STOP WORKING IN THE AREA

IMMEDIATELY AND CONTACT THE CONTRACTING OFFICER.

19 ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE ARCHITECT. OWNER / CONTRACTOR

REVISIONS MAY BE CONSIDERED INVALID.

20 ALL EXPOSED GYPSUM WALL BOARD EDGES TO HAVE METAL EDGE TRIM.

21 THE CONTRACTOR RESPONSIBLE FOR COMPARING AND COORDINATING ALL DRAWINGS FOR PROPER FIT AND ATTACHMENT OF ALL PARTS. DETAILS NOT SHOWN OR DESCRIBED IN THESE NOTES SHALL BE CONSTRUCTED TO SAME SIZE AND CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN, SPECIFIED, OR COMMONLY CONSTRUCTED IN THE INDUSTRY.

22 NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT

PRIOR APPROVAL BY THE ARCHITECT OR ENGINEER.

23 PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT

ALL TIMES DURING CONSTRUCTION.

24 ALL TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO SUSTAIN ALL CONSTRUCTION LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED.

25 CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER HEADS, REGISTERS, ETC.

WITH THE REFLECTED CEILING PLAN LAYOUT.

26 ALL SPRINKLER HEADS, DIFFUSERS AND REGISTERS SHALL BE CENTERED WITH SUSPENDED

ACOUSTICAL PANELS, UNLESS NOTED OTHERWISE ON DRAWINGS.

27 ALL VOIDS IN MASONRY, CONCRETE AND OTHER ASSEMBLIES CREATED AROUND PENETRATIONS SHALL

BE FILLED / PATCHED WITH CONSTRUCTION TO MATCH SURROUNDING CONDITIONS.

28 CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING, PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS WITH NO CEILINGS AND SCHEDULED TO

RECEIVE PAINT FINISH AS INDICATED ON THE FINISH SCHEDULE.

1 LAYER 5/8" G.W.B.

INSULATION - SEE SPECIFICATIONS

5/8" G.W.B.

METAL STUDS @16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

4 7/8"S1

SEALANT - SEE SPECIFICATIONS

PARTITION WIDTH STUD INSULATION

3 5/8" 3 1/2"

UL #

STRUCK JOINT

FLOOR SLAB

CONCRETE BLOCK

DASHED LINE INDICATES

FRAMING AND G.W.B.

AS REQUIRED

HORIZONTAL JOINT

REINFORCING AT 16" O.C.

VERTICAL

X X X

SEE STRUCTURAL

DRAWINGS FOR HAUNCH

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

M1 11 7/8"

PARTITION WIDTH CMU/STUD INSULATION UL #

N/A7 5/8" / 3 5/8"

STRUCK JOINT

FLOOR SLAB

CONCRETE BLOCK

HORIZONTAL JOINT

REINFORCING AT 16" O.C.

VERTICAL

X X X

SEE STRUCTURAL

DRAWINGS FOR HAUNCH

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

7 5/8"M2

PARTITION WIDTH CMU INSULATION

7 5/8"

UL #

N/AU906 U906

1 LAYER 5/8" G.W.B.

INSULATION - SEE SPECIFICATIONS

5/8" G.W.B.

METAL STUDS @16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

4 7/8"S2

SEALANT - SEE SPECIFICATIONS

PARTITION WIDTH STUD INSULATION

3 5/8" 3 1/2"

UL #

ACCESS FLOOR

N/A

4 7/8"S2a 3 5/8" N/A N/A

5/8" BACKER BD. @ CERAMIC

TILE WITH THINSET -

5/8" G.W.B. ABOVE WAINSCOT

CERAMIC TILE WAINSCOT

WITH THINSET (VERIFY HEIGHT)

CERAMIC TILE COVE BASE

AND FLOOR TILE WITH THINSET

FLOOR SLAB

1 LAYER OF 5/8" G.W.B. ABOVE WAINSCOT

5/8" TILE BACKER BOARD

SEALANT - SEE SPECIFICATIONS

S E

E S

C H

E D

U

LE

P A

R T

IT

IO

N W

ID

T

H

INSULATION - SEE SPECIFICATIONS

METAL STUDS @16" O.C.

4 1/4"S3

PARTITION WIDTH STUD INSULATION

3 5/8"

UL #

3 1/2"

1 LAYER OF 5/8" G.W.B.

BASE - SEE FINISH

SCHEDULE FOR TYPE

5/8" BACKER BD. @ CERAMIC

TILE WITH THINSET -

5/8" G.W.B. ABOVE WAINSCOT

CERAMIC TILE WAINSCOT

WITH THINSET (VERIFY HEIGHT)

CERAMIC TILE COVE BASE

AND FLOOR TILE WITH THINSET

FLOOR SLAB

1 LAYER OF 5/8" G.W.B. ABOVE WAINSCOT

5/8" TILE BACKER BOARD

S E

E S

C H

E D

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P A

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N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

INSULATION - SEE SPECIFICATIONS

METAL STUDS @16" O.C.

4 7/8"S4

PARTITION WIDTH STUD INSULATION

3 5/8" 3 1/2"

UL #

N/A N/A

5/8" BACKER BD. @ CERAMIC

TILE WITH THINSET -

5/8" G.W.B. ABOVE WAINSCOT

CERAMIC TILE WAINSCOT

WITH THINSET (VERIFY HEIGHT)

CERAMIC TILE COVE BASE

AND FLOOR TILE WITH THINSET

FLOOR SLAB

5/8" TILE BACKER BOARD

SEALANT - SEE SPECIFICATIONS

S E

E S

C H

E D

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LE

P A

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IT

IO

N W

ID

T

H

INSULATION - SEE SPECIFICATIONS

METAL STUDS @16" O.C.

4 1/4"S5

PARTITION WIDTH STUD INSULATION

3 5/8"

UL #

3 1/2"

1 LAYER OF 5/8" G.W.B.

N/A

1 LAYER 5/8" G.W.B.-

5/8" G.W.B.

METAL STUDS @ 16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

S E

E S

C H

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LE

P A

R T

IT

IO

N W

ID

T

H

SEALANT - SEE SPECIFICATIONS

INSULATION AS REQUIRED-

SEE SPECIFICATIONS

4 1/4"S6

PARTITION WIDTH STUD INSULATION

3 5/8" N/A

UL #

S-T-1

METAL STUD PARTITION TOP

GYPSUM WALL BOARD

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

METAL STUD BRACING TO DECK OR STEEL

ABOVE @ 48" OC

CEILING

6"

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

METAL DECK

FIRE RATED GYPSUM OR FIRE CAULK

FIRE RATED DEFLECTION TRACK

STUD MANUFACTURER TO SIZE DEFLECTION

SPACE AS REQUIRED IN STRUCTURAL

DOCUMENTS

GYPSUM WALL BOARD

Z-CLIP

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED OTHERWISE

METAL DECK

MINERAL FIBER

FIRE RATED GYPSUM OR FIRE CAULK

FIRE RATED DEFLECTION TRACK

STUD MANUFACTURER TO SIZE DEFLECTION SPACE

AS REQUIRED IN STRUCTURAL DOCUMENTS

GYPSUM WALL BOARD

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

ROOF / FLOOR DECK ABOVE

STEEL BEAM

STUD MANUFACTURER TO SIZE DEFLECTION

SPACE AS REQUIRED IN STRUCTURAL

DOCUMENTS

DEFLECTION TRACK

TOP TRACK

ROOF / FLOOR DECK ABOVE

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

ROOF / FLOOR DECK ABOVE

STEEL BEAM

STUD MANUFACTURER TO SIZE DEFLECTION

SPACE AS REQUIRED IN STRUCTURAL

DOCUMENTS

DEFLECTION TRACK

TOP TRACK

GYPSUM WALL BOARD

BATT INSULATION - PER WALL TYPE

METAL STUDS @ 16" OC UNLESS NOTED

OTHERWISE

STUD MANUFACTURER TO SIZE

DEFLECTION SPACE AS REQUIRED IN

STRUCTURAL DOCUMENTS

DEFLECTION TRACK

TOP TRACK

EXTEND STUDS AND TRACK TO DECK

ABOVE OR PROVIDE 3"X3"X1/4" AT 1'-6"

OC. ATTACH TO BOTTOM OF BEAM OR

JOIST

STEEL BEAM OR JOIST

MASONRY PARTITION TOP

ROOF / FLOOR DECK ABOVE

STEEL BEAM

FILL VOID BETWEEN STEEL AND

MASONRY WITH MINERAL WOOL AND

SPRAY APPLIED FIREPROOFING ON EACH

SIDE

STEEL ANGLE

CMU PARTITION

SPRAY-ON FIREPROOFING WHERE

REQUIRED

ROOF / FLOOR DECK ABOVE

STEEL BEAM

FILL VOID BETWEEN STEEL AND MASONRY

WITH MINERAL WOOL AND SPRAY APPLIED

FIREPROOFING ON EACH SIDE

STEEL ANGLE

CMU PARTITION

ROOF / FLOOR DECK ABOVE

STEEL BEAM

DEFLECTION SPACE - SEE

STRUCTURAL

STEEL ANGLE

CMU PARTITION

ROOF / FLOOR DECK ABOVE

STEEL BEAM

DEFLECTION SPACE - SEE

STRUCTURAL

STEEL…