36C26118R0214-018.pdf

COLUMN MARK

SIZE (INCHES)

LE

V

E L

(E

LE

V A

T

IO

N S

TYPICAL

COLUMN

PLAN

GRID

LOCATION

LEVEL 4

EL. VARIES

LEVEL 3

EL. VARIES

LEVEL 2

EL. VARIES

LEVEL 1

EL. VARIES

T/FOUNDATION

EL. VARIES

DOWELS

TYPICAL TIE

SPACING

CIP COLUMN REINFORCEMENT DETAILS

CIP COLUMN SCHEDULE

C1

16" X 16"

C2 C3 C4 C5 C6

DETAIL A

(4)BARS

DETAIL B

(8)BARS

DETAIL C

(12)BARS

PINNED BASE

DOWELS - EXTEND

4'-0" MINIMUM INTO

COLUMN - PROVIDE

STANDARD HOOK

INTO FOUNDATION

4"4"

DOWELS - EXTEND

4'-0" MINIMUM INTO

COLUMN - PROVIDE

STANDARD HOOK

INTO FOUNDATION

"4

C7 C8 C9

8" 8"

PINNED BASE

2 1/2" 2 1/2"

/2

/2

FIXED BASE

DOWELS - MATCH SIZE &

LOCATION OF COLUMN VERTICAL

BARS. PROVIDE MECHANICAL

SPLICE W/ COLUMN BARS &

STANDARD HOOK INTO

FOUNDATION.

24" X 24" 24" X 24" 24" X 24" 24" X 24" 16" X 24"

1'-0" 1'-0"

1'-0" 1'-0"

1'-0" 1'-0"

1'-0" 1'-0"

ROOF

EL. VARIES

16" X 16"

8" 8"

≤ 1'-6"

2'-0"

1'-0" 1'-0"

1'-0" 1'-0"

24" X 24" 24" X 24"

8" 8"

B.1/13.9, B.9/1 A3, A.1/1H2, H14 B2, C2, D13, D14 B5-11, H4-12, B13 E2, E14, G2, G14 F5, F11 B3 A2.4

(4) #6 PINNED

#4 @ 6" OC

(4) #6 PINNED

#4 @ 6" OC

(4) #8 PINNED

#4 @ 10" OC #4 @ 6" OC #4 @ 10" OC #4 @ 6" OC#4 @ 10" OC #4 @ 8" OC #4 @ 10" OC

(4) #8 PINNED (4) #8 PINNED (8) #11 FIXED (8) #9 PINNED (4) #8 PINNED (4) #8 PINNED

(4

#8

(4

#8

(4

#1

(4

#8 A

D D

L

(4

#1

(8

#1

(4

#1

(4

#1

(8

#1

(8

#1

(1 2)

A D

D L

(4

#1

A D

D L

PINNED BASE

4"4"

"4

2'-0"

TO COL

REFER TO

PLAN TYP

C10

24" X 24"

1'-0" 1'-0"

F6, F10

C11

24" X 24"

1'-0" 1'-0"

F2, F7-9, F14

T

IE

S

O

C

DETAIL D

(16)BARS

#4 @ 4" OC

(8) #9 PINNED

#4 @ 4" OC

(8) #18 FIXED

(1 6)

(8

#1

(4

#1

A D

D L

O C

(2

T

IE

S

O C

(2

T

IE

S

O C

(2

T

IE

S

PROVIDE 135°

HOOKS ON ALL

COLUMN TIES TYP

CIP COLUMN NOTES:

NO NOTE

1 FOR TYPICAL COLUMN DESIGNATION AND LOCATIONS, REFER TO

PLAN SHEET SF101.

2 ALL COLUMNS ARE CENTERED ON GRID LINES, UNLESS NOTED.

3 COLUMN REINFORCING TO BE CONTINUOUS OR TO BE TENSION

SPLICED ACCORDING TO ACI 318 USING WELDED OR MECHANICAL

SPLICES. MECHANICAL OR WELDED SPLICES WITHIN A BUNDLE SHALL

NOT OVERLAP, THEY SHALL BE STAGGERED A MINIMUM OF 2'-6". LAP

SPLICES IN COLUMNS WILL NOT BE ALLOWED, UNLESS NOTED.

4 COORDINATE ELECTRICAL OUTLET LOCATIONS TO AVOID INTERFERENCE

WITH BUMPER STRAND, REFER TO SHEET SF521 AND SF522.

5 ADDED COLUMN TIES TO BE SAME BAR SIZE AS INDICATED IN

SCHEDULE. REFER TO BEAM, COLUMN, AND BARRIER CABLE DETAILS

FOR ADDED TIES.

6 FOR TOP OF COLUMN ELEVATION REFER TO PLAN.

7 FOR ADDITIONAL COLUMN VERTICAL BARS, THE ELEVATION AT WHICH

THE BAR STARTS IS AS FOLLOWS: FOR BARS THAT EXTEND BELOW A

LEVEL, THE EXTENSION BEGINS AT THE LOWEST ELEVATION FOR

THAT COLUMN. FOR BARS THAT EXTEND ABOVE A LEVEL, THE

EXTENSION BEGINS AT THE HIGHEST ELEVATION FOR THAT COLUMN.

8 PROVIDE STD 180° HOOKS ON ALL COLUMN VERTICALS AT TOP OF

COLUMN, TYP. CONTRACTOR'S OPTION TO PROVIDE ERICO LENTON

TERMINATORS FOR 1 CORNER BAR PER BUNDLE W/ BALANCE OF

BARS IN BUNDLE TERMINATING IN 180° HOOK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

-2

-2

-C

W I-

V e r1 d a n .b ro w n L D

P W

Z .r v t

/5

/2

:0 :0

P

M

RENO, NV

SF611

CIP COLUMN SCHEDULE -

STRUCTURAL

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, CORRevisions: Date:

CHAIR SIDES OF BEAM

REINFORCEMENT @ 8'-0" OC

CHAIR W/ #4 SUPPORT

BAR EACH SIDE OF BEAM

BEAM REINF SUPPORT

#4 SUPPORT BARS

STIRRUPS

BEAM BOTTOM REINF

BEAM TOP REINF

CENTROID OF PT TENDONS

SLAB TOP REINF

REFER TO PLANS

MAX

6"

W

H

NOTE - REFER TO BEAM SCHEDULE. WHERE H

EXCEEDS 36" PROVIDE CONTINUOUS SIDE

FACE REINFORCEMENT = #5 @ 10" OC

CONSECUTIVE TIES SHALL

HAVE 90º HOOK ON OPPOSITE

SIDES OF THE BEAM

H

W

(2) #5 ADDL EACH FACE

W/ STD HOOK @ COLUMN

(TYP UNO)

PLACE CROSS-TIE

90° HOOK ON

SLAB SIDE OF

BEAM

NOTE:

REFER TO DETAIL 1/SF622 FOR

ADDITIONAL INFORMATION

"W"

"H

(2) #5 ADDL EACH FACE

W/ STD HOOK @ COLUMN

(TYP UNO)

NOTE:

REFER TO DETAIL 1/SF622 FOR

ADDITIONAL INFORMATION

CONSECUTIVE TIES SHALL HAVE 90º

HOOK ON OPPOSITE SIDES OF THE

BEAM

"W"

"H

(6) #6 ADDL EACH FACE

W/ STD HOOK @ COLUMN

(TYP UNO)

NOTE:

REFER TO DETAIL 1/SF622 FOR

ADDITIONAL INFORMATION

CONSECUTIVE TIES SHALL HAVE 90º

HOOK ON OPPOSITE SIDES OF THE

BEAM

CONSTRUCTION JOINT

OPTIONAL, INTENTIONALLY

ROUGHEN SURFACE TO

1/4" AMPLITUDE

SLAB SHALL REMAIN SHORED

UNTIL BEAM TENDONS HAVE BEEN

STRESSED AND BEAM CONCRETE

HAS REACHED 70% F'C.

W

NOTE - REFER TO DETAIL

1/SF622 FOR ADDL INFO

HINGE LINE, REFER TO PLANS

CONSECUTIVE TIES SHALL

HAVE 90º HOOK ON OPPOSITE

SIDES OF THE BEAM

W

H

NOTE - REFER TO DETAIL

1/SF622 FOR ADDL INFO

W

H

NOTE - REFER TO DETAIL

1/SF622 FOR ADDL INFO

CONSECUTIVE TIES SHALL

HAVE 90º HOOK ON OPPOSITE

SIDES OF THE BEAM

W

H

HINGE LINE,

REFER TO PLANS

NOTE - REFER TO DETAIL

1/SF622 FOR ADDL INFO

CONSECUTIVE TIES SHALL

HAVE 90º HOOK ON OPPOSITE

SIDES OF THE BEAM

PT BEAM

NOTE:

REFER TO DETAIL 1/SF622 FOR

ADDITIONAL INFORMATION

PT GIRDER (BEYOND)

BEAM TOP REINF

"W"

"H

CONSECUTIVE TIES SHALL HAVE 90º

HOOK ON OPPOSITE SIDES OF THE

BEAM

TRa W/ STD HOOK TRb TRc W/ STD HOOK

OF BEAM

PARABOLIC PROFILE

CENTROID OF

PT TENDON

IP IP

BRa W/ STD HOOK

BRb

BRc W/ STD HOOK

L = BEAM SPAN - REFER TO PLANS

a b c

L/3 - TYP

SPLICE - TYP

CLASS B

TENSION

SPLICE - TYP

CLASS B

TENSION

L/4 - TYP

L/12 - TYP

2"

STIRRUP SPACING - REFER TO SCHEDULE

2"

TRa W/ STD HOOK TRb TRc W/ STD HOOK

OF BEAM

PARABOLIC PROFILE

CENTROID OF

PT TENDON

IP IP

BRa W/ STD HOOK

BRb

BRc W/ STD HOOK

L = BEAM SPAN - REFER TO PLANS

a b c

L/3 - TYP

SPLICE - TYP

CLASS B

TENSION

SPLICE - TYP

CLASS B

TENSION

L/4 - TYP

L/12 - TYP

2"

STIRRUP SPACING - REFER TO SCHEDULE

2"

TRa W/ STD HOOK TRb TRc W/ STD HOOK

OF BEAM

PARABOLIC PROFILE

CENTROID OF

PT TENDON

IP IP

BRa W/ STD HOOK

BRb

BRc W/ STD HOOK

L = BEAM SPAN - REFER TO PLANS

b c

L/3 - TYP

SPLICE - TYP

CLASS B

TENSION

SPLICE - TYP

CLASS B

TENSION

L/4 - TYP

L/12 - TYP

2"

STIRRUP SPACING - REFER TO SCHEDULE

2" a

M

IN

2'-0" TYP 2'-0" MIN

CLR

2"

TYP

3"

(2) #5 TOP & BOT

BEAM REINF, REFER

TO SCHED

END OF BEAM

(INSIDE FACE OF

COLUMN)

(2) ADD'L #4

STIRRUPS (EACH

SIDE OF OPENING)

SLEEVE OPENING

OR CONDUIT

BOXOUT (8" MAX)

NOTES:

1. AVOID INTERFERENCE WITH PT STRAND. PROVIDE 2"

MIN CLEARANCE (PT STRAND PROFILE AND

REINFORCING LOCATION SHALL CONTROL).

2. SLEEVES & CONDUIT BLOCKOUTS MAY NOT ALIGN

VERTICALLY. SPACE SLEEVES & BLOCKOUTS AT 2'-0"

MINIMUM.

BEAM SPAN - REFER TO PLANS

PT BEAM

NOTE - CONDUIT & PIPE SHALL RUN THROUGH THESE

BLOCKOUTS. * CONFIRM & COORDINATE LOCATIONS

WITH ENGINEER AND CONTRACTOR.

14'-0" * 14'-0" *

4" X 8" BLOCKOUTS

THRU BEAM AND

FLUSH WITH SLAB

SOFFIT - TYP UNO

COLUMN

EQ EQ EQ

GIRDER SPAN - REFER TO PLANS

PT GIRDER

NOTE - CONDUIT & PIPE SHALL RUN THROUGH THESE

BLOCKOUTS. * CONFIRM & COORDINATE LOCATIONS

WITH ENGINEER AND CONTRACTOR.

4" X 8" BLOCKOUTS

THRU BEAM AND

FLUSH WITH SLAB

SOFFIT - TYP UNO

COLUMN

A B

A/2 A/2 B/3 B/3 B/3

PT BEAM SCHEDULE

Mark Size

Type Detail P/T Fe (k) Tendon Location Top Reinforcement Bottom Reinforcement

Spacing #4 Stirrup @ EA End U.N.O. Remarks W H a b c TRa TRb TRc BRa BRb BRc

B01 20 34 II A 405 24 3 30 (3) #10 (2) #10 (3) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B02 20 34 I A 432 24 3 24 (3) #10 (2) #10 (3) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B03 20 34 II A 459 24 3 30 (3) #10 (2) #10 (3) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@12"

B04 20 34 I A 459 24 3 24 (3) #10 (2) #10 (3) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B05 20 34 I A 486 24 3 24 (3) #10 (2) #10 (3) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@12"

B06 24 34 II A 513 23 3 30 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 3@2", 8@6", BAL@16"

B07 24 34 II A 567 23 3 30 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 3@2", 8@6", BAL@16"

B08 28 34 II A 486 22.25 3 30 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 3@2", 8@6", BAL@12"

B09 12 51 II D 162 25.5 12 47 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B10 12 51 II D 162 25.5 24 25.5 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B11 12 51 II D 162 25.5 25.5 47 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B12 12 51 II D 162 47 15 25.5 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B13 12 51 III D 162 47 15 25.5 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B14 12 51 III D 162 47 45 47 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 (2) #10 3@2", 8@6", BAL@16"

B15 16 34 I B 270 21 3 21 (3) #10 (2) #9 (3) #10 (2) #9 (3) #8 (2) #9 3@2", 8@6", BAL@12"

B16 28 34 II A 594 22.25 3 30 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 3@2", 8@6", BAL@12"

B17 28 36 I A 648 23.5 3 23.5 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 3@2", 8@6", BAL@12" ALTERNATE ONLY

B18 28 36 I A 702 23.5 3 23.5 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 (3) #10 3@2", 8@6", BAL@12" ALTERNATE ONLY

PT GIRDER SCHEDULE

Mark Size

Type Detail P/T Fe (k) Tendon Location Top Reinforcement Bottom Reinforcement

Spacing #4 Stirrup @ EA End U.N.O. Remarks W H a b c TRa TRb TRc BRa BRb BRc

G01 24 34 I B 324 20 3 20 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 3@2", 8@6", BAL@12"

G02 48 36 IV A 1242 22 3 22 (4) #11 (4) #11 (4) #11 (4) #11 (4) #11 (4) #11 3@2", 8@6", BAL@12"

G03 24 34 II B 270 18.5 22.5 28 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 3@2", 8@6", BAL@12"

G04 24 34 II B 270 19.5 3 28 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 3@2", 8@6", BAL@12"

G05 24 36 I B 324 21 3 21 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 3@2", 8@6", BAL@12" ALTERNATE ONLY

G06 24 36 I B 648 21 3 21 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 (3) #9 3@2", 8@6", BAL@12" ALTERNATE ONLY

TRa W/ STD HOOK TRb TRc W/ STD HOOK

OF BEAM

HARPED PROFILE

CENTROID OF

PT TENDON

BRa W/ STD HOOK

BRb

BRc W/ STD HOOK

L = BEAM SPAN - REFER TO PLANS

a b

L/3 - TYP

SPLICE - TYP

CLASS B

TENSION

SPLICE - TYP

CLASS B

TENSION

L/4 - TYP

2"

STIRRUP SPACING - REFER TO SCHEDULE

2" c

TYPE 1

(2)LEGS

TYPE 2

(4)LEGS

PT BEAM & GIRDER NOTES:

NO NOTE

1 Fe = MINIMUM EFFECTIVE STRESSING FORCE AFTER LOSSES (REFER

TO SCHEDULE), BASED ON 1/2" DIAMETER 270 KSI LOW RELAXATION

STRAND

2 I.P. = INFLECTION POINT

3 BEAM WIDTHS INDICATED ARE MINIMUMS. BEAMS MAY TAPER A

MAXIMUM OF 1 1/2" INCHES ON EACH SIDE OF BEAM FROM BOTTOM OF

BEAM TO UNDERSIDE OF PT SLAB

4 THE NUMBER OF TENDONS PER BEAM OR GIRDER SHALL EQUAL THE

SCHEDULED Fe DIVIDED BY THE EFFECTIVE STRESSING FORCE PER

TENDON (AFTER LOSSES). THIS TENDON QUANTITY SHALL BE

ROUNDED UP TO THE NEXT WHOLE NUMBER FOR FRACTIONS GREATER

THAN ONE THIRD. THE RESULTANT TENDON QUANTITY MAY BE

ROUNDED DOWN TO THE NEXT WHOLE NUMBER FOR TENDON

QUANTITY FRACTIONS LESS THAN ONE THIRD. IN NO INSTANCE SHALL

THE MINIMUM NUMBER OF TENDONS BE LESS THAN THE SCHEDULED

Fe DIVIDED BY 27.0k

5 BEAM END REINFORCING TABULATED FOR TWO CONSECUTIVE BEAMS

IS NOT ADDITIVE

6 REFER TO DETAILS 14-15/SF622 FOR CONDUIT BLOCKOUTS

7 FOR BEAM DETAIL TYPE A - REFER TO DETAIL 1/SF622

8 FOR BEAM DETAIL TYPE B - REFER TO DETAIL 2/SF622

9 FOR BEAM DETAIL TYPE C - REFER TO DETAIL 3/SF622

10 FOR BEAM DETAIL TYPE D - REFER TO DETAIL 4/SF622

11 WHERE ADDITIONAL TENDONS ARE SCHEDULED FOR MULTISPAN

BEAMS AND GIRDERS, TERMINATE THE ENDS OF THE TENDONS SPAN/5

INTO THE ADJACENT SPAN

12 REFER TO MECHANICAL FOR LOCATIONS OF SLEEVES THROUGH PT

BEAMS AND GIRDERS

13 CAMBER BEAMS AS INDICATED ON PLANS

14 FOR BEAMS LOCATED ON RAMPS AND HINGE POINTS, REFER TO

DETAILS 7-9/SF622 FOR ADDL INFORMATION. PROVIDE STAGGERED

STIRRUP LEGS ON RAMP TO ENSURE PROPER COVER

15 AT BEAM AND GIRDER INTERSECTIONS, BEAM TOP REINFORCEMENT

SHALL BE PLACED ABOVE GIRDER TOP REINFORCEMENT AND GIRDER

BOTTOM REINFORCEMENT SHALL BE PLACED BELOW BEAM BOTTOM

REINFORCEMENT. PROVIDE ADDITIONAL STIRRUPS IN THE

SUPPORTING MEMBER @ 5" OC WITHIN THE INTERSECTION AND EA.

SIDE OF INTERSECTION AS FOLLOWS: 3 @ 2", 3 @ 6". CONTINUE

STIRRUPS AS SCHEDULED BEYOND INTERSECTION

16 STIRRUP TYPES:

BEAMS/GIRDERS < 36" WIDE - TYPE 1, TYP

BEAMS/GIRDERS >= 36" WIDE - TYPE 2, TYP

17 ADDITIONAL REINFORCEMENT MAY BE REQUIRED BEYOND THAT

SHOWN ON SHEET SF622, REFER TO STRUCTURAL SECTIONS

18 FOR SLEEVE OPENINGS, REFER TO DETAIL 16/SF622

3/4" = 1'-0"

PT BEAM DETAIL A

3/4" = 1'-0"

PT BEAM DETAIL B

3/4" = 1'-0"

PT BEAM DETAIL C

3/4" = 1'-0"

PT BEAM DETAIL D

3/4" = 1'-0"

PT BEAM DETAIL

3/4" = 1'-0"

PT BEAM DETAIL

3/4" = 1'-0"

PT BEAM DETAIL

3/4" = 1'-0"

PT BEAM DETAIL

3/4" = 1'-0"

P/T BEAM DETAIL

1/4" = 1'-0"

PT BEAM TYPE I

1/4" = 1'-0"

PT BEAM TYPE II

1/4" = 1'-0"

PT BEAM TYPE III

3/4" = 1'-0"

PT BEAM ELEVATION OPENING DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

-2

-2

-C

W I-

V e r1 d a n .b ro w n L D

P W

Z .r v t

/5

/2

:0 :0

P

M

RENO, NV

SF622

PT BEAM & GIRDER DETAILS -

STRUCTURAL

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

1/4" = 1'-0"

BEAM CONDUIT BLOCKOUT DETAIL

1/4" = 1'-0"

GIRDER CONDUIT BLOCKOUT DETAIL

1/4" = 1'-0"

PT BEAM TYPE IV

Revisions: Date:

WIDTH

SCHEDULED

D E

P T

H

S C

H E

D U

L E

D

REFER TO S001

CLEAR COVER,

SCHEDULED SIDE BARS, SPACE

EQUALLY BETWEEN TOP & BOT

BARS

SCHEDULED TOP BARS

SCHEDULED STIRRUPS.

PLACE CROSS-TIE 90° HOOK

ON SLAB SIDE OF BEAM

1/2" CHAMFER, TYP

SCHEDULED BOT

BARS A

CAP BAR

90° HOOK, MIN

REFER TO 1/S631

135° HOOK, TYP

B

CAP BAR

90° HOOK, MIN

REFER TO 1/S631

135° HOOK

90° HOOK, MIN

REFER TO 1/S631

C

135° HOOK, TYP

NOTES:

1. REFER TO CONCRETE BEAM SCHEDULES FOR NUMBER AND SIZE OF TOP AND BOTTOM BARS AND STIRRUPS. LEFT AND RIGHT ENDS

OF BEAM AS SCHEDULED IS DETERMINED BY ORIENTATION OF BEAM MARK ON FRAMING PLANS.

2. WHERE SCHEDULED TOP BARS DO NOT OCCUR IN END HOOKS OF TOP CAP BAR OF STIRRUPS. ADD (1) #5 A-BAR TO TIE STIRRUPS.

3. START STIRRUP SPACING 2" FROM FACE OF SUPPORT AT EACH END OF SPAN AND AT FACE OF CANTILEVER SUPPORT.

4. USE DIMENSIONS ON DIAGRAM AS "TYPICAL" UNLESS OTHERWISE SCHEDULED OR NOTED.

W

H

TR

HR

BR

HR

E Q

E Q

E Q

CLOSED STIRRUPS,

REFER TO DETAIL 2/S631

NOTE - PROVIDE ONE-PIECE HOOP STIRRUPS OR

U-SHAPED STIRRUPS W/ 135° HOOKS AND CAP BARS

W/ A 135° HOOK AT ONE END AND AT LEAST A 90° HOOK

AT THE OTHER END. ALTERNATE THE PLACEMENT OF

THE 90° HOOK FROM ONE SIDE OF THE SECTION TO THE

OTHER.

H

W

NOTE: REFER TO DETAIL

3/S631 FOR ADDL INFO

TR

HR

BR

HR

E Q

E Q

E Q

W

NOTE: REFER TO DETAIL

3/S631 FOR ADDL INFO

TR

HR

BR

HR

E Q

E Q

E Q

H

TR W/ STD HOOK

OF BEAM

BR W/ STD HOOKS

L = BEAM SPAN - REFER TO PLANS

TYP

2 1/2"

2"

STIRRUP SPACING - REFER TO SCHEDULE

2"

HR W/ STD HOOKS

SPLICE, TYP

CLASS B

TENSION

NOTE - IF NECESSARY, BOTTOM STEEL MAY BE SPLICED

WITH THE CENTERLINE OF SPLICE LOCATED @ L/3 AND

HALF OF THE BARS SPLICED AT EACH END. PROVIDE A

CLASS B LAP SPLICE.

L/2 L/2

TR W/ STD HOOK

OF BEAM

BR W/ STD HOOK

L = BEAM SPAN - REFER TO PLANS

TYP

2 1/2"

2"

STIRRUP SPACING - REFER TO SCHEDULE

2"

HR W/ STD HOOK

SPLICE, TYP

CLASS B

TENSION

L/2 L/2

2"

STIRRUP SPACING - REFER TO SCHEDULE

2"

OF BEAM

L = BEAM SPAN - REFER TO PLANS

L/2 L/2

TR W/ STD HOOK

BR W/ STD HOOK

HR W/ STD HOOK

HR TR

CENTER SPLICE

ON CENTERLINE

OF SUPPORT

TR W/ STD HOOK

OF BEAM

BR W/ STD HOOK

L = BEAM SPAN - REFER TO PLANS

TYP

2 1/2"

2"

STIRRUP SPACING - REFER TO SCHEDULE

2"

HR W/ STD HOOK

SPLICE, TYP

CLASS B

TENSION

L/2 L/2

2"

REFER TO SCHEDULE

STIRRUP SPACING -

CANTILEVER SPAN

TR W/ STD HOOK

BR W/ STD HOOK

HR

CENTER SPLICE

ON CENTERLINE

OF SUPPORT

2"

RC BEAM SHEET NOTES:

1. BEAM WIDTHS INDICATED ARE MINIMUMS. BEAMS MAY TAPER A MAXIMUM OF 1 1/2" ON EACH SIDE OF THE BEAM FROM THE BOTTOM OF THE BEAM TO THE UNDERSIDE OF

THE SLAB.

2. FOR BEAM DETAIL TYPE A - REFER TO DETAIL 3/S631. FOR BEAM DETAIL TYPE B - REFER TO DETAIL 4/S631. FOR BEAM DETAIL TYPE C - REFER TO DETAIL 5/S631. FOR

BEAM DETAIL D REFER TO DETAIL 6/S631.

3. FOR BEAMS LESS THAN 36" WIDE, TYPE A SHEAR REINFORCEMENT SHALL BE PROVIDED UNLESS NOTED OTHERWISE. FOR BEAMS 36" WIDE OR MORE, TYPE B SHEAR

REINFORCEMENT SHALL BE PROVIDED UNLESS NOTED OTHERWISE. REFER TO DETAIL 2/S631.

4. WHERE ONE BEAM FRAMES INTO ANOTHER, PROVIDE ADDITIONAL SHEAR REINFORCEMENT IN THE SUPPORTING MEMBER 3 @ 2", 3 @ 6", THEN AS DIRECTED IN THE BEAM

SCHEDULE.

5. WHERE NOTED, BEAM HORIZONTAL REINFORCEMENT SHALL BE PLACED IN TWO LAYERS. SPACING BETWEEN LAYERS SHALL CONFORM TO ACI 318 SECTION 7.6.

6. WHERE NOTED, PLACE RC BEAM BOTTOM BARS ABOVE OTHER PT BEAM BOTTOM BARS AND RC BEAM TOP BARS BELOW OTHER PT BEAM TOP BARS.

7. AT LOCATIONS WHERE COLUMN VERTICALS INTERFERE WITH PT BEAM/GIRDER MILD REINFORCEMENT, REFER TO DETAIL 18/S-622.

"W"

"H

NOTE:

REFER TO DETAIL 3/S631 FOR

ADDITIONAL INFORMATION

CONSECTUTIVE TIES SHALL HAVE

90º HOOK ON OPPOSITE SIDES OF

THE BEAM

CONSTRUCTION JOINT

OPTIONAL, INTENTIONALLY

ROUGHEN SURFACE TO

1/4" AMPLITUDE

SLAB SHALL REMAIN SHORED

UNTIL BEAM CONCRETE HAS

REACHED 70% F'C.

B R

H R

H R

H R

H R

T R

E Q

E Q

E Q

E Q

REINFORCED CONCRETE BEAM SCHEDULE

Mark Size

Type Detail Horizontal Reinforcement

Spacing #4 Stirrup @ EA End U.N.O. Remarks W H TR BR HR (Each Face)

RB01 16 24 I B/C (3) #6 (3) #6 (2) #5 3@2", 8@6", BAL@12"

RB02 16 24 I B (3) #6 (3) #8 (2) #5 3@2", 8@6", BAL@12"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

NOT SPRINKLERED

D R e v it U s e r

F ile s \N

-2

-2

-C

W I-

V e r1 d a n .b ro w n L D

P W

Z .r v t

/5

/2

:0 :0

P

M

RENO, NV

SF631

RC BEAM SCHEDULES & DETAILS -

STRUCTURAL

PARKING GARAGE DESIGN 654-250

2018/03/05 DPG DEB

BID DOCUMENTS

C. Patrick Cassady, COR

12" = 1'-0"

BAR ARRANGEMENT

3/4" = 1'-0"

TYPICAL STIRRUP TYPES

3/4" = 1'-0"

REINF BEAM DETAIL A

3/4" = 1'-0"

REINF BEAM DETAIL B

3/4" = 1'-0"

REINF BEAM DETAIL C

1/4" = 1'-0"

REINF CONCRETE BEAM - TYPE I (ONE SPAN)

1/4" = 1'-0"

REINF CONCRETE BEAM - TYPE II (CONT SPAN)

1/4" = 1'-0"

REINF CONCRETE BEAM - TYPE III (CANTILEVER SPAN)

3/4" = 1'-0"

REINF BEAM DETAIL D

GENERAL CONSTRUCTION NOTES

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH OWNER’S

REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED WITH UTILITY

SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY, ACCESS

CONTROL, ETC.

ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH THE

PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS AND THE

SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS, ROUGH-IN

DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR

THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK THEY

PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF WORK

WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY CERTAIN

SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING AND

MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. AND/OR I.C.B.O.

APPROVED METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO

COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING AND ELECTRICAL

EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF

SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR MISSING

DIMENSIONS.

DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

ALL DIMENSIONS INDICATED ARE TO FACE OF NEW STRUCTURAL MEMBERS, FACE OF

NEW MASONRY, FACE OF NEW STUDS OR COLUMN GRID LINES UNLESS NOTED

OTHERWISE.

ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE DETAIL,

AREA, OR ITEM REFERENCED.

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

ETR EXISTING TO REMAIN

ARCHITECTURAL ABBREVIATIONS

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLACK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TA TOILET ACCESSORIES

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOTT

WT WEIGHT

WWF WELDED WIRE FABRIC

ARCHITECTURAL SYMBOLS

X X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET LOCATION

DETAIL REFERENCE

BUILDING

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

ELEVATION REFERENCES

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

HANDICAP SYMBOL

N

TRUE NORTH ARROW

ROOM

NEW WALL

NEW WALL TAG

S3.A2

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES CONSTRUCTION

INDICATES TOP OF WALL CONDITION

REFER TO WALL LEGEND

FOR MORE INFORMATION

NEW DOOR101

DOOR TAG

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID

DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

12.

13.

14.

15.

16.

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND

FOR MORE INFORMATION

EXTENT OF REVISION

REVISION SET

101 EQUIPMENT/FURNITURE TAG

TEMPORARY IC BARRIER WALL

CONSTRUCTION (DUST WALL)

PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION AND ROUGH-IN.

INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND

SHORING REQUIRED DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS. REFER TO DOOR HARDWARE SCHEDULE, HARDWARE

SPECIFICATIONS, AUTOMATIC OPERATOR SPECIFICATIONS, ACCESS CONTROL

SPECIFICATIONS AND ELECTRICAL DRAWINGS.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

WALL TYPES GENERAL NOTES

1. REFER TO LIFE SAFETY PLAN FOR RATED WALL LOCATIONS.

M8.A1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO ALLOW

FOR SLIP MOVEMENT

8" CMU WALL TO DECK

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

M8.B1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO ALLOW

FOR SLIP MOVEMENT. FILL GAP

WITH COMPRESSIBLE RATED

FIRE CAULK

SMOKE RATED 8" CMU WALL

UL DESIGN NO: U905

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

WALL TYPES LEGEND

M8.C1

EPOXY

8" X 8" X 16" CMU

PROVIDE 1" MIN GAP TO

ALLOW FOR SLIP MOVEMENT.

FILL GAP WITH COMPRESSIBLE

RATED FIRE CAULK

TWO HOUR RATED 8" CMU WALL

UL DESIGN NO: U905

DOWEL, RE: STRUCT FOR WALL

REINFORCEMENT

C

ALL LETTERING TO BE

PAINTED BLACK

WITH EXCEPTION OF

PROJECT TITLE

WHICH IS TO BE BLUE

PAINT BORDER MEMBER

BLACK ENAMEL

2"x4" [51x102mm]

FRAME AND BRACES IN

SAME PLANE

METAL FACE

WHITE ENAMEL

2"x4" [51x102mm]

FRAME AND BRACE IN

BACK

BORDER MEMBER

PAINTED BLACKBACKGROUND TO

BE PAINTED WHITE

METAL FACE

STRETCH METAL FACE TIGHT, TURN

OVER FRAME AND SECURE WITH

FLAT HEAD DEFORMED NAILS.

LETTERING TO BE

HELVETICA STYLE 1 1/2"

[38mm] HIGH TO BE

CENTERED HORIZONTAL

ANY SEAM IN METAL TO

BE FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR BETWEEN LINES

OF LETTERING.

NOTE:

4"x4" [102x102mm]

POSTS PAINTED WHITE

SECTION ON CENTERLINEELEVATION

A/E TO PROVIDE DIGITAL

LOGO AND ADDRESS

THIS SPACE FOR PROJECT TITLE

LETTERING TO BE HELVETICA STYPE 5"

HIGH CENTERED BETWEEN LETTERING

ABOVE AND BELOW ONE OR TWO LINES

AS REQUIRED

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS

AFFAIRS WASHINGTON D.C.

GENERAL CONTRACTOR

L

GC TO PROVIDE DIGITAL

LOGO AND ADDRESS

8'-0"

2"

" M

AX

1'

-0

6'- 0"

9" M

AX

3'- 0"

A

VE

RA

GE

4'- 0"

M

IN

BLUE

BLUE

OUTLINE

WITH WHITE

INTERIOR

JOINT

BRACING

RED

WHITE

BLUE

BRACING SEE

CONSTRUCTION

SIGN DETAIL 01010-1

4"x4" POST

IF SIGN IS INSTALLED

ON GRADE

FIN. GRADE

WOOD STRIPS

ELEVATION

CONTRACTOR'S NAME

THE LIFE YOU SAVE MAY BE YOUR OWN

WITHOUT A LOST TIME ACCIDENT

0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

inZERO

4'-0"

3'- 0"

VA

RI

ES

3'

-0

0 0

1- 3/

4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

C :\U se rs

\ll yn ch \D oc um en ts

\1 6.

VA

R en o G ar ag e_

LA

LG

D

.rv t

3/ 5/

2:

:4

PM

AS001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, COR

SCALE: 1" = 1'-0"AS001

2 CONSTRUCTION SIGN

SCALE: 1 1/2" = 1'-0"AS001

3 SAFETY SIGN

E9- 3584

AS- 1216

E9- 1206

E9-

AS-

E9-

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9-

AS-

E9-

E9-

AS-

E9-

E9- 1206

AS- 1216

E9- 1235

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9-3584

AS-1216

E9-1206 E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206E9-1206

AS-1216

E9-1235

AS201

AS201

AS202

AS202

TELECOM AND

SECURITY

ELECTRICAL

STORAGE

AS401

AS401

ELEVATOR MACHINE

STAIR 02

STAIR 01

ELEVATOR LOBBY

PARKING

4A

105A

107B 107A

109A

110A

2 3 4 5 6 7 8 9 10 11 12 13 141

A

B

C

D

E

F

G

H

11' - 1" 15' - 4" 4" 7' - 7" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 12' - 2" 10' - 9" 4"

239' - 7"

4" 8'

- 5 1/

4" 4"

0 3 /4"

1"

0"

0"

3"

4'

- 6

STORAGE

AS411

AS411 3

AS411

AS411

AS311

108A

M8.A1

M8.A1

M8.B1

M8.B1

M8.A1

17' - 0" 8' - 0" 4' - 6"

4' - 8"

7"

0"

11' - 8"

34' - 2"

P.1

AS201

P.1

ELEVATOR

P.2

P.2

P.2

P.1

8" 1'

- 4

4'

- 8

P.3

P.3

8"

6"

8'

- 9

1/ 4"

4"

P.3 P.3

P.3

2.4 13.9

A.1

B.1

2.9

B.9

P.5

P.5

P.5

P.6

P.6

M8.C1

M8.B1

P.2P.2

P.6

P.6 P.2

P.2P.2P.2P.2P.2P.2P.2

P.2

P.2

P.2

P.2

P.2

P.8

P.8

P.7

P.9

P.9

FLOOR PLAN GENERAL NOTES

ALL DIMENSIONS SHOWN ARE TO FACE OF CMU/MASONRY/STRUCTURAL

MATERIALS OR STRUCTURAL GRIDS UNLESS NOTED OTHERWISE. DIMENSIONS

DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF

FINISH TO FACE OF FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT

DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 16" FROM EDGE OF MASONRY

AT CORNERS UNLESS OTHERWISE NOTED.

COLUMN DIMENSIONS ARE FOR REFERENCE. REFER TO STRUCTURAL DRAWINGS

FOR EXACT COLUMN LOCATIONS AND SIZES.

REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR STAIR

TOWERS.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE. ALL OTHER

DIMENSIONS WITHIN THE DIMENSION STRING MUST BE MAINTAINED.

REFERENCE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

ALL HANDRAILS AND GUARDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION. THE

MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

ALTERNATES ARE MORE FULLY DESCRIBED ON BID ALTERNATES SHEET.

SPECIFIC ALTERNATE NOTES ARE SHOWN FOR ADDED CLARITY.

SEE STRIPING/SIGNAGE ON ARCHITECTURAL PARKING SHEETS FOR DETAILS AND

DIMENSIONS OF PAINTED TRAFFIC MARKINGS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FLOOR PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

STEEL BOLLARD WITH ROUND CONCRETE TOP. RE: STRUCTURAL DRAWINGS.

NEW CAST IN PLACE CONCRETE WALL. RE: STRUCTURAL.

WALL MOUNTED FIRE EXTINGUISHER. RE: LIFESAFETY.

POWDER COATED WIRE MESH ACCESS GATE FOR SNOW REMOVAL.

36" H. GUARDRAIL. INSTALL PER ADA REQUIREMENTS.

TRAFFIC CABLE BARRIER. SEE STRUCTURAL

LOW ENERGY DOOR OPERATORS. SEE SPECS.

EMERGENCY CALL BOX LOCATION. SEE TELECOM DRAWINGS

EXTERIOR STOOP, RAMP AND STAIRS. SEE CIVIL SHEETS

P.#

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

ISOMETRIC VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

C :\U se rs

\ll yn ch \D oc um en ts

\1 6.

VA

R en o G ar ag e_

LA

LG

D

.rv t

3/ 5/

2:

:1

PM

AS101

LEVEL 1 ARCHITECTURAL PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, COR

SCALE: 1/8" = 1'-0"AS101

1 LEVEL 1 - ARCHITECTURAL PLAN

N

E9- 1206

E9-

AS-

E9-

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9-

AS-

E9-

E9-

AS-

E9-

E9- 1206

AS- 1216

E9- 1235

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9-3584

AS-1216

E9-1206

E9-3584

AS-1216

E9-1206

FLOOR PLAN GENERAL NOTES

ALL DIMENSIONS SHOWN ARE TO FACE OF CMU/MASONRY/STRUCTURAL

MATERIALS OR STRUCTURAL GRIDS UNLESS NOTED OTHERWISE. DIMENSIONS

DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF

FINISH TO FACE OF FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT

DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 16" FROM EDGE OF MASONRY

AT CORNERS UNLESS OTHERWISE NOTED.

COLUMN DIMENSIONS ARE FOR REFERENCE. REFER TO STRUCTURAL DRAWINGS

FOR EXACT COLUMN LOCATIONS AND SIZES.

REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR STAIR

TOWERS.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE. ALL OTHER

DIMENSIONS WITHIN THE DIMENSION STRING MUST BE MAINTAINED.

REFERENCE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

ALL HANDRAILS AND GUARDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION. THE

MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

ALTERNATES ARE MORE FULLY DESCRIBED ON BID ALTERNATES SHEET.

SPECIFIC ALTERNATE NOTES ARE SHOWN FOR ADDED CLARITY.

SEE STRIPING/SIGNAGE ON ARCHITECTURAL PARKING SHEETS FOR DETAILS AND

DIMENSIONS OF PAINTED TRAFFIC MARKINGS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FLOOR PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

STEEL BOLLARD WITH ROUND CONCRETE TOP. RE: STRUCTURAL DRAWINGS.

NEW CAST IN PLACE CONCRETE WALL. RE: STRUCTURAL.

WALL MOUNTED FIRE EXTINGUISHER. RE: LIFESAFETY.

POWDER COATED WIRE MESH ACCESS GATE FOR SNOW REMOVAL.

36" H. GUARDRAIL. INSTALL PER ADA REQUIREMENTS.

TRAFFIC CABLE BARRIER. SEE STRUCTURAL

LOW ENERGY DOOR OPERATORS. SEE SPECS.

EMERGENCY CALL BOX LOCATION. SEE TELECOM DRAWINGS

EXTERIOR STOOP, RAMP AND STAIRS. SEE CIVIL SHEETS

P.#

AS201

AS201

AS202

AS202

AS401

AS401

PARKING

STAIR 01

ELEVATOR

LOBBY

ELEVATOR

STAIR 02

2 3 4 5 6 7 8 9 10 11 12 13 141

A

B

C

D

E

F

G

H

239' - 7"

11' - 1" 15' - 4" 4" 7' - 7" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 12' - 2" 10' - 9" 4"

4'

- 6

4" 8'

- 5 1/

4" 4"

0 3 /4"

1"

0"

0"

3"

AS411

AS411 3

AS411

AS411

AS311

AS201

P.1

P.1

4A

8"

6"

8'

- 9

1/ 4"

4"

P.1

P.3

P.3

P.3

P.3 P.3

P.3

2.4 13.9

A.1

B.1

2.9

B.9

P.6

P.6

P.6

P.6

P.2

P.2

P.6

P.6

P.6

P.6

P.2P.2

P.2

P.2

P.2

P.2

P.8

P.8

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

ISOMETRIC VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

C :\U se rs

\ll yn ch \D oc um en ts

\1 6.

VA

R en o G ar ag e_

LA

LG

D

.rv t

3/ 5/

2:

:0

PM

AS102

LEVEL 2 ARCHITECTURAL PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, COR

SCALE: 1/8" = 1'-0"AS102

1 LEVEL 2 - ARCHITECTURAL PLAN

E9- 1206

E9-

AS-

E9-

E9-3584

AS-1216

E9-1206

E9-

AS-

E9-

E9-

AS-

E9-

E9- 1206

AS- 1216

E9- 1235

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

UP

FLOOR PLAN GENERAL NOTES

ALL DIMENSIONS SHOWN ARE TO FACE OF CMU/MASONRY/STRUCTURAL

MATERIALS OR STRUCTURAL GRIDS UNLESS NOTED OTHERWISE. DIMENSIONS

DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF

FINISH TO FACE OF FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT

DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 16" FROM EDGE OF MASONRY

AT CORNERS UNLESS OTHERWISE NOTED.

COLUMN DIMENSIONS ARE FOR REFERENCE. REFER TO STRUCTURAL DRAWINGS

FOR EXACT COLUMN LOCATIONS AND SIZES.

REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR STAIR

TOWERS.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE. ALL OTHER

DIMENSIONS WITHIN THE DIMENSION STRING MUST BE MAINTAINED.

REFERENCE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

ALL HANDRAILS AND GUARDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION. THE

MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

ALTERNATES ARE MORE FULLY DESCRIBED ON BID ALTERNATES SHEET.

SPECIFIC ALTERNATE NOTES ARE SHOWN FOR ADDED CLARITY.

SEE STRIPING/SIGNAGE ON ARCHITECTURAL PARKING SHEETS FOR DETAILS AND

DIMENSIONS OF PAINTED TRAFFIC MARKINGS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FLOOR PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

STEEL BOLLARD WITH ROUND CONCRETE TOP. RE: STRUCTURAL DRAWINGS.

NEW CAST IN PLACE CONCRETE WALL. RE: STRUCTURAL.

WALL MOUNTED FIRE EXTINGUISHER. RE: LIFESAFETY.

POWDER COATED WIRE MESH ACCESS GATE FOR SNOW REMOVAL.

36" H. GUARDRAIL. INSTALL PER ADA REQUIREMENTS.

TRAFFIC CABLE BARRIER. SEE STRUCTURAL

LOW ENERGY DOOR OPERATORS. SEE SPECS.

EMERGENCY CALL BOX LOCATION. SEE TELECOM DRAWINGS

EXTERIOR STOOP, RAMP AND STAIRS. SEE CIVIL SHEETS

P.#

AS201

AS201

AS202

AS202

AS401

AS401

PARKING

STAIR 01

ELEVATOR

LOBBY

ELEVATOR

STAIR 02

2 3 4 5 6 7 8 9 10 11 12 13 141

A

B

C

D

E

F

G

H

239' - 7"

11' - 1" 15' - 4" 4" 7' - 7" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 12' - 2" 10' - 9" 4"

4'

- 6

4" 8'

- 5 1/

4" 4"

0 3 /4"

1"

0"

0"

3"

AS411

AS411 3

AS411

AS411

AS311

AS201

P.1

P.1

4A

8"

6"

8'

- 9

1/ 4"

4"

P.3

P.3

P.3

P.3 P.3

P.3

2.4 13.9

A.1

B.1

2.9

B.9

P.6

P.6

P.6

P.6

P.6

P.6

P.6

P.6

P.2P.2

P.2

P.2

P.2

P.2

P.2

P.2

P.1

P.8

P.8

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

ISOMETRIC VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

C :\U se rs

\ll yn ch \D oc um en ts

\1 6.

VA

R en o G ar ag e_

LA

LG

D

.rv t

3/ 5/

2:

:4

PM

AS103

LEVEL 3 ARCHITECTURAL PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, COR

SCALE: 1/8" = 1'-0"AS103

1 LEVEL 3 - ARCHITECTURAL PLAN

E9-

AS-

E9-

E9-3584

AS-1216

E9-1206

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E9- 3584

AS- 1216

E9- 1206

E9-

AS-

E9-

E9-

AS-

E9-

E9- 1206

AS- 1216

E9- 1235

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9

AS

E9

E9-1206

AS-1216

E9-1235

E9-3584

AS-1216

E9-1206

DN

FLOOR PLAN GENERAL NOTES

ALL DIMENSIONS SHOWN ARE TO FACE OF CMU/MASONRY/STRUCTURAL

MATERIALS OR STRUCTURAL GRIDS UNLESS NOTED OTHERWISE. DIMENSIONS

DESIGNATES AS "CLR" OR "CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF

FINISH TO FACE OF FINISH.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND REPORT

DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

PROVIDE SEALANT AT ALL CONCRETE SLAB TO WALL INTERSECTIONS.

WHERE NO DIMENSION IS INDICATED, FINISH DOORS 16" FROM EDGE OF MASONRY

AT CORNERS UNLESS OTHERWISE NOTED.

COLUMN DIMENSIONS ARE FOR REFERENCE. REFER TO STRUCTURAL DRAWINGS

FOR EXACT COLUMN LOCATIONS AND SIZES.

REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR STAIR

TOWERS.

DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE. ALL OTHER

DIMENSIONS WITHIN THE DIMENSION STRING MUST BE MAINTAINED.

REFERENCE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

COORDINATION ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY

FRAMING, BLOCKING, ETC.

ALL HANDRAILS AND GUARDRAILS SHALL BE FABRICATED AND INSTALLED IN

ACCORDANCE WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT

GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION. THE

MOST STRINGENT SHALL PREVAIL.

PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.

ALTERNATES ARE MORE FULLY DESCRIBED ON BID ALTERNATES SHEET.

SPECIFIC ALTERNATE NOTES ARE SHOWN FOR ADDED CLARITY.

SEE STRIPING/SIGNAGE ON ARCHITECTURAL PARKING SHEETS FOR DETAILS AND

DIMENSIONS OF PAINTED TRAFFIC MARKINGS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

FLOOR PLAN NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

STEEL BOLLARD WITH ROUND CONCRETE TOP. RE: STRUCTURAL DRAWINGS.

NEW CAST IN PLACE CONCRETE WALL. RE: STRUCTURAL.

WALL MOUNTED FIRE EXTINGUISHER. RE: LIFESAFETY.

POWDER COATED WIRE MESH ACCESS GATE FOR SNOW REMOVAL.

36" H. GUARDRAIL. INSTALL PER ADA REQUIREMENTS.

TRAFFIC CABLE BARRIER. SEE STRUCTURAL

LOW ENERGY DOOR OPERATORS. SEE SPECS.

EMERGENCY CALL BOX LOCATION. SEE TELECOM DRAWINGS

EXTERIOR STOOP, RAMP AND STAIRS. SEE CIVIL SHEETS

P.#

AS201

AS201

AS202

AS202

AS401

AS401

PARKING

STAIR 01

ELEVATOR LOBBY

403 ELEVATOR

STAIR 02

2 3 4 5 6 7 8 9 10 11 12 13 141

A

B

C

D

E

F

G

H

239' - 7"

11' - 1" 15' - 4" 4" 7' - 7" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 22' - 9" 12' - 2" 10' - 9" 4"

4'

- 6

4" 8'

- 5 1/

4" 4"

0 3 /4"

1"

0"

0"

3"

AS411

AS411 3

AS411

AS411

AS311

AS202

AS201

C

4A

P.1

E

F

3A

8"

6"

8'

- 9

1/ 4"

4"

P.3

P.3

P.3

P.3 P.3

P.3

2.4 13.9

A.1

B.1

2.9

B.9

P.4

AS311

Sim

P.6

P.6

P.6

P.6

405A

P.6

P.6

P.6

P.6

P.2P.2

P.2

P.2

P.2

P.2

D

AS311

P.8

P.8

LEVEL 1

4450'-10"

LEVEL 2

4462'-2"

LEVEL 3

4473'-6"

LEVEL 4

4484'-10"

LEVEL 1

4455'-4"

LEVEL 2

4466'-8"

LEVEL 3

4478'-0"

LEVEL 4

4489'-4"

ISOMETRIC VIEW

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Architect / Civil Engineer:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineers: E/T Engineers:

CARL WALKER INC.

8910 Purdue Rd.

Suite 400 Indianapolis, IN 46268

Tele: 317.735.3349 POC: Doug Gannon

P.K. ELECTRICAL INC.

681 Sierra Rose Drive Suite B Reno, NV 89511

Tele: 775.826.9010 POC: Jason Aviles

M/P Engineers:

AINSWORTH ASSOCIATES

1420 Holcomb Avenue Suite 201 Reno, NV 89502

Tele: 775.329.9100 POC: Roger Gravelle

GUIDON DESIGN INC.

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204

Tele: 317.800.6388 POC: Stacey Paul

C :\U se rs

\ll yn ch \D oc um en ts

\1 6.

VA

R en o G ar ag e_

LA

LG

D

.rv t

3/ 5/

2:

:0

PM

AS104

LEVEL 4 ARCHITECTURAL PLAN PARKING GARAGE DESIGN

RENO, NV

654-250

2018/03/05 LJL LAL

BID DOCUMENTS

NOT SPRINKLEREDC. Patrick Cassady, COR

SCALE: 1/8" = 1'-0"AS104

1 LEVEL 4 - ARCHITECTURAL PLAN

AS-

E9-

E9-

AS-

E9-

E9-

AS-

E9-

E9-1206

AS-1216

E9-1235

E9-1206

AS-1216

E9-1235

E 9- 35 84

A S- 12 16 E 9- 12 06E 9- 12 06A S- 12 16

E 9- 12 35

E9-3584

AS-1216

E9-1206

ROOF PLAN GENERAL NOTES

A

B

C

D

E

F

G

H

ROOF PLAN NOTES R.#

1.

2.

3.

4.

5.

6.

ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE THE ARCHITECT ON ANY RECOMMENDED CHANGES.

UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS AND

INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED THE

DETAILS SHOWN.

PROVIDE FLASHING AT ALL CONDUIT & HVAC LINES PENETRATING THE ROOF.

CONTRACTOR & ALL SUBTRADES…