36C25819B0036-008.pdf

ATTACHMENT 07

Drawings (R3 Arch 6-21)

Part 1 of 1

22 pages

12 Aug 2019

San Diego, California VA Health Care System (664)

664-17-403

Cart Washer and Air System

CONSTRUCTION

NON-SHRINK GROUT

TOLERANCE

DESIGN CRITERIA

CAST-IN-PLACE CONCRETE GENERALSTRUCTURAL SHEETS ABBREVIATIONS

REINFORCING STEEL

EQUIPMENT ANCHORAGE

POST-INSTALLED ANCHORAGE INTO CONCRETE

EXPANSION BOLTS IN CRACKED (AND UNCRACKED CONCRETE)

STRUCTURAL TESTS AND INSPECTIONS

SG-001

STRUCTURAL GENERAL NOTES

JR DB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-17-403

Project Director

01/26/2018Revisions: Date:

CARTWASHER AND

COMPRESSED AIR UPGRADE

SAN DIEGO, CA

A/E:

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500 A/E firm POC

MEP:

Consultant POC

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

0%

C O

N

ST

R U

C

TI

O N

D

EV

EL

O

PM

EN

T D

R

AW

IN

G

R

DESIGN DEVELOPMENT (DD) 12/13/2017

CONSTRUCTION DOCUMENTS (CD) 01/26/2018

CONSTRUCTION DOCUMENTS (CD) - 100% 03/10/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R1 05/16/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R2 06/21/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R3 07/19/2018

SAWCUT (E) CONC SLAB-ON-GRADE,

FOR DIMENSIONS SEE SHEET AD-101.1

(E) CONC SLAB-ON-GRADE

SE-502

PLAN

NORTH

Project Title

SE-102.1

FLOOR PLAN "SECTOR1:

CART WASHER"

JR DB

87.1765.15

K

J.4

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-17-403

Project Director

01/26/2018Revisions: Date:

CARTWASHER AND

COMPRESSED AIR UPGRADE

SAN DIEGO, CA

A/E:

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500 A/E firm POC

MEP:

Consultant POC

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

0%

C O

N

ST

R U

C

TI

O N

D

EV

EL

O

PM

EN

T D

R

AW

IN

G

R

DESIGN DEVELOPMENT (DD) 12/13/2017

CONSTRUCTION DOCUMENTS (CD) 01/26/2018

CONSTRUCTION DOCUMENTS (CD) - 100% 03/10/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R1 05/16/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R2 06/21/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R3 07/19/2018

CART WASHER PHASING PLAN: PHASE 3

PLAN

NORTH

CART WASHER PHASING PLAN: PHASE 4

87.1765.15

K

J.4

KEY PLAN AREA OF WORK

NORTH

SE-502

SE-502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-17-403

Project Director

01/26/2018Revisions: Date:

CARTWASHER AND

COMPRESSED AIR UPGRADE

SAN DIEGO, CA

A/E:

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500 A/E firm POC

MEP:

Consultant POC

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

0%

C O

N

ST

R U

C

TI

O N

D

EV

EL

O

PM

EN

T D

R

AW

IN

G

R

DESIGN DEVELOPMENT (DD) 12/13/2017

CONSTRUCTION DOCUMENTS (CD) 01/26/2018

CONSTRUCTION DOCUMENTS (CD) - 100% 03/10/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R1 05/16/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R2 06/21/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R3 07/19/2018

PLAN

NORTH

SE-102.2

JR DB

1 2

J.5

J.4

J.3

FLOOR PLAN

"SECTOR2: COMPRESSOR"

K

L

2 2.1 3.2 43

KEY PLAN AREA OF WORK

NORTH

SE-102.2 ENLARGED PARTIAL FLOOR PLAN

3" M

IN

" M

AX

2" CL

R.

U.

O.

N.

3" M

IN

" M

AX

1" C

LR

#4 @ 16" O.C.

AT CURB

CURB WIDTH AS REQD.

4" MIN. & 7" MAX.

#4 CONT.

ALT. BENT

CONC. CURB

CONC. SLAB-ON-GRADE

WHERE OCCURS

CURB WIDTH AS REQD.

8" MIN. & 12" MAX.

#4 CONT. T&B TYP.

#4 @ 16" O.C.

CONC. CURB

2" CLR.

TYP.

1" C

LR

CONC. SLAB-ON-GRADE

WHERE OCCURS

CONC. SLAB-ON-GRADE,

(TYP.) REINF. NOT SHOWN

FOR CLARITY

SUBGRADE

(SEE SOIL REPORT)

2" CL

R.

U.

O.

N.

(2)-#4

CASE B CASE A

SUBGRADE

(SEE SOIL REPORT)

CONC. SLAB-ON-GRADE,

(TYP.) REINF. NOT

SHOWN FOR CLARITY

NOTES:

1. USE THIS STARTER WALL DETAIL FOR ALL MASONRY AND CONCRETE

WALLS UNLESS FULLY FORMED.

2. FOUNDATION CONC. MAY BE PLACED DIRECTLY INTO NEAT

EXCAVATIONS PROVIDED THE FOUNDATION TRENCH WALLS ARE

STABLE AS DETERMINED BY THE SOIL ENGINEER. IN SUCH CASE, THE

MINIMUM FORM WORK SHOWN ON THE DRAWINGS IS MANDATORY TO

INSURE CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO AND DURING

THE PLACING OF CONCRETE.

3. CLEAN ALL PROPOSED CONCRETE CONTACT SURFACES AFTER

CONCRETE HAS SET.

2" MIN. STARTER WALL

REQUIRED FOR FOOTINGS

BELOW GRADE

FORM WORK NOT

PERMITTED BELOW GRADE

UNLESS FULLY FORMED

FORM WORK

SPECIFICATIONS

APPLICABLE

6" MIN. CONTINUOUS

CLEAN OUT

CUT BACK SPALL TYP.

CURB OR STARTER WALL

2x PLANKING TYP.

WIDTH PER PLAN + 2"

STAKES NOT PERMITTED WITHIN

FOOTING SECTION

SEE

NOTE 3

NOTES:

1. BACK GOUGE TO SOUND METAL BEFORE WELDING OTHER SIDE.

2. A PRE-QUALIFICATION TENSION TEST SHALL BE MADE BY AN APPROVED TESTING

LABORATORY ON SAMPLES OF EVERY SIZE BAR BEING WELDED.

3. USE L=11

2" FOR #3 & #4 BARS, 2" FOR #5 BARS & 21

2" FOR #6 BARS.

USE FOR #8 & SMALLER BARS

USE FOR #6 & SMALLER BARS

TACK AREA

USE FOR #9 & LARGER BARS USE FOR #9 & LARGER BARS

8"

1 8"

D

8"

8"1 8"

45°-60°

45°

3 S L

3 S L

S

2 3 S

SPLIT PIPE BACK-UPD/3 MAX.,

D/4 MIN.

TACK AREA

SEE NOTE 1

SEE NOTE 1

ASTM A706 ASTM A706

ASTM A706

D D D D d

D

D

135°

6d(3" MIN.)

4d

(21

2" MIN.)

135° STD. HOOK

180° STD. HOOK

LEGEND:

d - BAR DIAMETER D - 6d FOR #3 THROUGH #8 D - 8d FOR #9 THROUGH #11

90° STD. HOOK

HORIZ. VERT.

HORIZ. & VERT.

HORIZ. & VERT.

60°

24" MIN.

STAGGER

LAP SPLICE

SEE SCH.

LAP SPLICE

SEE SCH.

LEGEND:

db - BAR DIAMETER

A - CLEAR COVER

B - CLEAR SPACING OF BARS

A B

A db

BAR SPACING DIAGRAM

SPLICE OR

LAPPING BAR

#10

#5

#9

#8

#7

#6

#3

#4

92"71"

44"

64"

82"

73"

63"

56"

34"

49"

24"

29"

37"

TOP

BAR

18"

22"

28"

BASIC BASIC

CLASS OF

LAP SPLICE

f'c = 3,000 PSI fy = 60,000 PSI

TOP

BAR BASICBASIC

38"29"

62"

55"

70"

79"

48"

42"

54"

61"

31"

20"

25"

TOP

BAR

24"

15"

19" f'c = 4,000 PSI fy = 60,000 PSI

50"

71"

81"

91"

103"

26"

41"

33"

TOP

BAR

38"

62"

55"

70"

79"

31"

20"

25"

92"

44"

64"

82"

73"

24"

29"

37"

120"

57"

83"

106"

95"

31"

38"

48"

1. THE SCHEDULED LAP SPLICE LENGTHS ARE FOR EITHER OF THE FOLLOWING CASES:

1.1 CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN (2db), AND CLEAR COVER NOT LESS THAN (db).

1.2 CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED SHALL NOT BE LESS THAN (db), CLEAR COVER NOT LESS THAN (db), AND STIRRUPS/TIES THROUGHOUT LAP SPLICE NOT LESS THAN CODE PRESCRIBED MAXIMUM.

2. MULTIPLY LAP SPLICE LENGTHS BY 1.5 FOR CASES NOT MEETING THE CONDITIONS AS DESCRIBED IN NOTE 1.

3. USE CLASS "B" SPLICES FOR VERTICAL & HORIZONTAL BARS TYP. U.O.N.

4. TOP BARS ARE HORIZONTAL BARS PLACED SO THAT 12-INCHES OR MORE OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.

5. VALUES SHOWN ARE FOR NORMAL WEIGHT CONCRETE. IF LIGHTWEIGHT CONCRETE, MULTIPY LAP SPLICE LENGTHS BY 1.3.

(REFER TO NOTE 2 FOR ANY ADDITIONAL INCREASES IN LAP SPLICE LENGTHS).

6. VALUES SHOWN ARE FOR UNCOATED GRADE 60 REINFORCEMENT.

STRENGTH

BAR SIZE

CLASS "A" CLASS "B" CLASS "A" CLASS "B"

DIAGRAM AT STAGGERED SPLICES

BA

4"

CONC. S.0.G. TO MATCH (E)

HILTI HIT RE 500-SD

(ICC ESR-2322)

(E) CONC. S.O.G.

SAW CUT

DOWEL #4 x 24" LG. @ 16" O.C.

EQ

SUBGRADE

#4 @ 16" O.C. EA. WAY

ROUGHEN SURFACE

90° STD. HOOK TYP.

(E) CONC.

SLAB-ON-GRADE

CONC. PAD

#4 @ 16" O.C. EA. WAY

2" CL

R.

TY

P.

2"

CLR.

TYP.

0" TY

P. ROUGHEN

SURFACE

4" M

IN

" M

AX

#4 DOWEL

@ 16" O.C. TYP.

HILTI HIT-RE 500 SD,

TYP. (ICC ESR-2322)

4" E

MB

ED

TY

P.

4" CHAMPER

ALL AROUND

1'-6"

MIN.

TYP.

9"

1'-6" MIN.

BACKFILL AS PER

SPECIFICATIONS

6" MI

N.

4" MI

N.

2" MI

N.

NO PIPE SHALL PASS

THROUGH THE FOOTING

PLACE CONCRETE FILL AROUND

SLEEVES BEFORE POURING

FOOTING. FILL SHALL BE SAME

WIDTH AS FOOTING

POUR JOINT

FOOTING

1 LOCATE PIPE TRENCH SO

FOOTING WILL NOT BE

UNDERMINED

PROVIDE METAL SLEEVES

W/ I.D. 2" LARGER THAN

THE O.D. OF THE PIPE TYP.

NO EXCAVATION

BELOW THIS LINE

BACKFILL

PIPE TYP.

PIPE TYP.

NOTE:

1. MAXIMUM PIPE DIAMETER SHALL BE 6"

AND SPACED MINIMUM 18" APART.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-17-403

Project Director

01/26/2018Revisions: Date:

CARTWASHER AND

COMPRESSED AIR UPGRADE

SAN DIEGO, CA

A/E:

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500 A/E firm POC

MEP:

Consultant POC

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

0%

C O

N

ST

R U

C

TI

O N

D

EV

EL

O

PM

EN

T D

R

AW

IN

G

R

DESIGN DEVELOPMENT (DD) 12/13/2017

CONSTRUCTION DOCUMENTS (CD) 01/26/2018

CONSTRUCTION DOCUMENTS (CD) - 100% 03/10/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R1 05/16/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R2 06/21/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R3 07/19/2018

SE-501

TYPICAL DETAILS

TYPICAL UNFORMED FOOTING

TYPICAL WELDING AT REINFORCEMENT

TYPICAL CONCRETE CURB AT SLAB-ON-GRADE

TYPICAL BENDS AT REINFORCEMENTTYPICAL REINFORCEMENT LAP SPLICE AT CONCRETE

TYPICAL CONC. SOG TO (E) CONC. SOG

TYP. EQPT. CONC. PAD DETAIL

JR DB

TYP. PIPE & TRENCH AT FOOTING / CONC. S.O.G.

BASE PLAN

- CART WASHER TANK

FRONT ELEVATION

SE-502 DETAIL17

- AIR COMPRESSED TANK

- AIR COMPRESSOR UNIT ANCHORAGE

FRONT ELEVATION

A-A

A

A

BASE PLAN

ELEVATION

- DETAIL AT COOLING COIL SUPPORT

- DETAIL AT COOLING COIL SUPPORT

- DETAIL AT COOLING COIL SUPPORT

J.4

J.4

BASE PLAN

- DETAIL

- DETAIL

J.4

J.4

SE-502 CART WASHER PLAN

- CART WASHER

BASE PLAN

ELEVATION

TYP. ANGLE TO ANGLE

CONNECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-17-403

Project Director

01/26/2018Revisions: Date:

CARTWASHER AND

COMPRESSED AIR UPGRADE

SAN DIEGO, CA

A/E:

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500 A/E firm POC

MEP:

Consultant POC

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

0%

C O

N

ST

R U

C

TI

O N

D

EV

EL

O

PM

EN

T D

R

AW

IN

G

R

DESIGN DEVELOPMENT (DD) 12/13/2017

CONSTRUCTION DOCUMENTS (CD) 01/26/2018

CONSTRUCTION DOCUMENTS (CD) - 100% 03/10/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R1 05/16/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R2 06/21/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R3 07/19/2018

SE-502

SECTIONS AND DETAILS

- TYP. CEILING JOIST BRACING

- BRACING DETAIL A FURRED WALL

- TYP. CEILING JOIST SCHEDULE

- TYP. STL. STUD JAMB ASSEMBLY

- TYP. STL. STUD HEADER ASSEMBLY

- TYP. STUD HEADER JAMB CONN.

- TYP. INTERIOR STUD BRACE TOP ANCHORAGE STEEL COL. CONNECTION AT TOP

- OPENING AT UPPER CEILING LEVEL8

- OPENING AT LOWER CEILING LEVEL

A

A

A - A

A

A

A - A

A

- WALK ON CEILING DETAIL

- WALK ON CEILING DETAIL

CASE A

CASE B

A-A

A

A

A

A

ELEV.

"D" OPENING WIDTH ("W")

PLAN

ELEV.

OPENING WIDTH ("W") SMS EA. LEG OF ANGLE

PLAN

REMARKS

- STEEL COL. CONNECTION AT SLAB

A - A B - B

PLAN

A A

BB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

CONSTRUCTION

DEVELOPMENT

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

664-17-403

Project Director

01/26/2018Revisions: Date:

CARTWASHER AND

COMPRESSED AIR UPGRADE

SAN DIEGO, CA

A/E:

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500 A/E firm POC

MEP:

Consultant POC

IDS GROUP INC.

A/1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

0%

C O

N S

TR

U

C

TI

O N

D E

V E

LO

P

M E

N T

D R

A W

IN

G

R

DESIGN DEVELOPMENT (DD) 12/13/2017

CONSTRUCTION DOCUMENTS (CD) 01/26/2018

CONSTRUCTION DOCUMENTS (CD) - 100% 03/10/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R1 05/16/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R2 06/21/2018

CONSTRUCTION DOCUMENTS (CD) - 100% - R3 07/19/2018

SE-503

SECTIONS AND DETAILS