S02 Sol 0004 AttJ.2 of 7 VA 585-21-115 Final Bid Drawing Set 01AUG24 VOL.pdf

A B D F H MJ.1

20' - 4" REF 19' - 0" REF 19' - 0" REF 12' - 0" REF

REF

1' - 10" 21' - 0" REF

/1 SB101

/1 SB121

GROUND FLOOR ELEV 0'-0"

GARAGE FLOOR ELEV -0'-3"

B/CONC ELEV -5'-6"

B/CONC ELEV -6'-4"

B/CONC ELEV -8'-4"

B/CONC ELEV -9'-7"

B/CONC ELEV -13'-9"

B/CONC ELEV -10'-0"

B/CONC ELEV -10'-6"

B/CONC ELEV -7'-6"

B/CONC ELEV -12'-3"

/6 SB502

1 1

3' - 6 1/8" 14' - 6 3/8" 4' - 9 1/2"

B/CONC ELEV -10'-6"

7' - 0"

2'

- 9

4'

- 9

2'

- 0

1'

- 0

1' - 10"

2' - 2"

3' - 4"7' - 4"

1'

- 9

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB201

STRUCTURAL FOUNDATION

SECTIONS 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 STRUCTURAL FOUNDATION ELEVATION - UNDERPINNING EXISTING FOUNDATION

KEYED NOTES

1 EXISTING FOUNDATION UNDERPINNING. REFER TO TYPICAL DETAIL

2 EXCAVATION NEXT TO EXISTING / NEW FOUNDATION WALL TO SLOPE 2:1 AWAY AS TO

NOT UNDERMINE EXISTING FOUNDATION WHERE NO UNDERPINNING IS REQUIRED

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

Revisions: Date: SHEET 362/23/2024

1' - 6"

1'

- 6

" CONCRETE SLAB TYP

KEY WAY

#3 TIES

#6 @ 12" OC TYP

AR-4; REFER TO

ANCHOR SCHEDULE;

/1 SF601

FUEL OIL TANK

NEW 40,000 GALLON

HORIZONTAL TANK

SB503

SB503

/1 SB172

DRAWING

3'

- 0

" #5 @ 12" OC TYP

#8 @ 10" OC TYP

PRE-CAST

CONCRETE TUNNEL

5'

- 0

2'

- 0

2' - 0" 12' - 0"12' - 0"

#7 @ 12" OC TYP

1" 1"

FUEL OIL TANK

NEW 40,000 GALLON

HORIZONTAL TANK

ASSUMED BASE PLATE SIZE,

11'-9" LONG X 15" WIDE X 1" THICK

FUEL OIL TANK

#5 @ 12" OC LONGITUDINAL

EACH FACE, TYP

#3 TIES TYP

/1 SB172

TYP

1' - 0"

TYP

1' - 0"

TYP

1' - 0" 6" TYP

3" C

OV

ER

T

YP

4'

- 6

2'

- 0

1' - 0" 13' - 0" 1' - 0" 15' - 0"

3" COVER TYP

#8 BARS @ 10" OC TYP

#7 BARS @ 12" OC TYP

#5 BARS @ 12" OC TYP

TOP AND BOTTOM

#5 BARS @ 12" OC TYP

TOP AND BOTTOM

#3 TIES TYP

6'

- 6

3" COVER

CONCRETE SLAB TYP

4' - 0"

1/2" JOINT MATERIAL

WITH SEALANT TYP

TY

P

1'

- 6

SLOPE 0.5% SLOPE 0.5%

TRENCH DRAIN

2"

6"

GRADE

SB501

/1 SB172

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB301

STRUCTURAL FOUNDATION

SECTIONS 2

DJS CCW

PARTIALLY SPRINKLERED

4.

SEE CIVIL DRAWINGS FOR ALL SUMPS, FENCE POST, TRENCH DETAILS, AND

LOCATIONS.

3. SEE MECHANICAL DRAWINGS FOR ALL PIPING LOCATIONS.

2. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1/2" = 1'-0"1 FUEL OIL TANK FOUNDATION SECTION

SCALE: 1/2" = 1'-0"2 FUEL OIL TANK FOUNDATION SECTION

SCALE: 1/2" = 1'-0"3 CONCRETE SLAB SECTION THROUGH TRUCK SLAB

Revisions: Date: SHEET 372/23/2024

8"

-9

8"

8" 3'-8" 8"

18" x 4" EMBEDDED PLATE WITH

(3) - 5/8" DIA x 4" HEADED

ANCHORS (GALVANIZED)

SPACED AT 8'-0" EACH SIDE

#4 BARS @ 12" OC TYP

#4 BARS @ 12" OC#6 BARS @ 12" OC

#4 BARS @ 12" OC#5 BARS @ 12" OC

1/2" JOINT SEALANT

#5 BARS @

12" OC TYP

BULB TYPE PVC

WATER STOP TYP

OR HYDROPHILIC

WATERSTOP

3'-7 1/2"

2" 4"

2"

1/2" JOINT SEALANT

1/2" JOINT SEALANT

3" 2"

3"

3"

1 1/2"

CL CL

8" 1'

-9

8" 2'

-0

4'-0"

EQ

2'-0"

8'-0"

SEE MECHANICAL DWGS FOR STEEL

PIPE PENETRATION SLEEVE

8'-0"

2'-0"

EQ

SEE CIVIL FOR

MANHOLE DETAILS

SB503

/1 SB171

SB503

SB503

7A

SB302

SB302

/1 SB302 /1 SB172

REFER TO CIVIL DRAWINGS

FOR LOCATION AND SIZE

OF DRAINAGE PIPES

GROUND FLOOR

0' - 0"

1'

8" V

A R

IE

S

/1 SB121

SB502

1/2" JOINT MATERIAL WITH SEALANT

NOTES:

1. COORDINATE WITH MECHANICAL DRAWINGS FOR SIZE, LOCATION OF PIPES, AND LINK SEAL DETAILS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot

6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23

REV 0 - 100% BID SET 2024-02-23 SB302

STRUCTURAL FOUNDATION

SECTIONS 2

DJS CCW

PARTIALLY SPRINKLERED

4.

SEE CIVIL DRAWINGS FOR ALL SUMPS, FENCE POST, TRENCH DETAILS, AND

LOCATIONS.

3. SEE MECHANICAL DRAWINGS FOR ALL PIPING LOCATIONS.

2. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

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

PRE-CAST CONCRETE TUNNEL SECTION

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

TYP PRE-CAST TUNNEL LAP JOINTS - TOP AND BOTTOM SECTION DETAIL

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

TUNNEL TERMINATION SECTION DETAIL

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

TUNNEL TO BUILDING TRENCH TRANSITION DETAIL

Revisions: Date: SHEET 382/23/2024

X XX X X

X XX X X X X X X X X X X X X X X X X X X X X X X X X X X

A' B' C' D' F'E'

SB304

SB304

SB304

SB304

SB304

G'

/1 SB121

SB304

SB304

GROUND FLOOR ELEV 0'-0"

1' - 0"

1' - 0" 1' - 0"

1'

- 0

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

1' - 0"

3' - 9 1/2"

1' - 0"

2' - 6" 1' - 10"

4'

- 4

7'

- 4

" 5'

- 4

3"9'

- 6

9'

- 3

3"

4'

- 0

6'

- 3

7'

- 0

2' - 4"6 3/4"

3'

- 6

18' - 3" 13' - 9 1/2" 15' - 0" 20' - 6" 9' - 6" 14' - 2 1/2"

1'

- 0

B/CONC ELEV -6'-4"

B/CONC ELEV -9'-7"

B/CONC ELEV -10'-0"

B/CONC ELEV -10'-3"

B/CONC ELEV -7'-6"

B/CONC ELEV -8'-4"

B/CONC ELEV -13'-9"

B/CONC ELEV -5'-4"

B/CONC ELEV -5'-6"

B/CONC ELEV -5'-0"

B/CONC ELEV -10'-6"B/CONC ELEV -12'-3"

1' - 2" 1' - 0"

4' - 10"1' - 0" 1' - 8" 8' - 4"

1' - 6" 2' - 0" 2' - 2" 1' - 4" 18' - 2 1/2"

1' - 0"

2' - 7"

1' - 0"

5' - 4 1/2" 1' - 6" 5' - 0" 2' - 2"

10 1/2"

2' - 0"

11 1/2" 1' - 0"

4' - 6"

1' - 2 1/2"

2 1/2"

4' - 7" 1' - 5"

1' - 7 1/2"

3' - 6"6' - 0"

8'

- 7

"1'

- 8

"1

2' - 4" 1' - 4"

7 1/2" DIA

8 1/2" DIA

5' - 8"

11' 2' 3'

32' - 8 1/4" 34' - 5 1/8" 2' - 0"

/1 SB121

2'

- 0

2'

- 0

5'

- 3

7'

- 3

9'

- 3

1'

- 0

1'

- 0

GROUND FLOOR ELEV 0'-0"

6"

DRILL AND GROUT #5 BARS 36" MAXIMUM

SPACING, 6" MINIMUM EMBEDMENT TYP

TIE WALL REINFORCING TO EMBEDDED ANCHORS

3" C

OV

ER

T

YP

3' - 0"

1' - 0"

3' - 0"

1' - 0"

4' - 0"

1'

- 0

1' - 0"

7' - 3"

1' - 0"

1' - 0"

B/CONC ELEV -5'-0"

B/CONC ELEV -6'-3"

B/CONC ELEV -8'-3"

B/CONC ELEV -10'-3"

B/CONC ELEV -12'-3"

1'

- 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB303

STRUCTURAL FOUNDATION

SECTIONS 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 1/4" = 1'-0"1 STRUCTURAL FOUNDATION SECTION - EAST WALL

3. SEE MECHANICAL DRAWINGS FOR ALL PIPING LOCATIONS.

2. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1/4" = 1'-0"2 STRUCTURAL FOUNDATION SECTION - NORTH WALL

Revisions: Date: SHEET 392/23/2024

X XX

X XX X

X X

X XX X X X X X X

X XX

X XX X X X X X

X XX

X XX X X X

13'

0' - 8"

4' - 0"

/1 SB121

#4 @ 12" OC

EW TYP TYP

DRILL AND GROUT #5 BARS

36" MAXIMUM SPACING, 6"

MINIMUM EMBEDMENT TYP

TIE WALL REINFORCING TO

EMBEDDED ANCHORS

/1 SB401

LIMITS OF UNDERPINNING;

REFER TO DETAIL /6 SB502

GROUND FLOOR ELEV 0'-0"

1' - 9"

2'

- 9

7'

- 6 "5'

- 1 0"

3'

- 5

1'

- 0

0'

- 8

DRILL AND GROUT #5 BARS 12"

MAXIMUM SPACING, 12" MINIMUM

EMBEDMENT TYP

0' - 6" 0' - 8"

/1 SB303

/1 SB121

12" 12"

13'

/1 SB121

1/2" WIDE JOINT

WITH SEALANT

#4 @ 12"

OC EW TYP

DRILL AND GROUT #5

BARS 36" MAXIMUM

SPACING, 6" MINIMUM

EMBEDMENT TYP

TIE WALL REINFORCING

TO EMBEDDED ANCHORS

/1 SB401

GROUND FLOOR ELEV 0'-0"

9'

- 6

1'

- 0

#4 @ 12" OC

EW TYP

DRILL AND GROUT #5 BARS 12"

MAXIMUM SPACING, 12" MINIMUM

EMBEDMENT TYP

4' - 0"

0' - 6" 0' - 8"

/1 SB303

12" 12"

13'

3 1/2"4' - 0"

/1 SB121

1/2" WIDE JOINT

WITH SEALANT

6"

#4 @ 12" OC

EW TYP

DRILL AND GROUT #5 BARS

36" MAXIMUM SPACING, 6"

MINIMUM EMBEDMENT TYP

TIE WALL REINFORCING TO

EMBEDDED ANCHORS

GROUND FLOOR ELEV 0'-0"

#4 @ 12" OC

EW TOP AND

BOTTOM TYP

DRILL AND GROUT #5 BARS 12"

MAXIMUM SPACING, 12" MINIMUM

EMBEDMENT TYP

8'

- 7

1'

- 0

/1 SB303

12" 12"

.92.8'

2' - 0"

/1 SB121

1/2" WIDE JOINT

WITH SEALANT

#4 @ 12" OC

EW TYP DRILL AND GROUT #5 BARS

36" MAXIMUM SPACING, 6"

MINIMUM EMBEDMENT TYP

TIE WALL REINFORCING TO

EMBEDDED ANCHORS

GROUND FLOOR ELEV 0'-0"

LIMITS OF UNDERPINNING;

REFER TO DETAIL /6 SB502

2'

- 0

4'

- 8

0' - 8"

0' - 8"

1' - 2"

#4 @ 12" OC

EW TOP AND

BOTTOM TYP

DRILL AND GROUT #5 BARS 12"

MAXIMUM SPACING, 12" MINIMUM

EMBEDMENT TYP

7'

- 4

1'

- 0

0'

- 8

4' - 0"

/1 SB303

12" 12"

3'

3" 1'

- 0

9' - 0"

/1 SB101

/1 SB121

1/2' WIDE JOINT

WITH SEALANT

1/2' WIDE JOINT

WITH SEALANT

#5 @ 12" OC

EW TYP

DRILL AND GROUT #

5 BARS 36"

MAXIMUM SPACING,

6" MINIMUM

EMBEDMENT TYP

TIE WALL

REINFORCING TO

EMBEDDED

ANCHORS

#6 @ 12"

GROUND FLOOR ELEV 0'-0"

6" 1'

- 9

B/CONC ELEV -12'-3"

3" 8'

- 1 0"

2'

- 5

LIMITS OF UNDERPINNING;

REFER TO DETAIL /6 SB502

0' - 6"

0' - 8"

8"

1' - 0" 1' - 0" 1' - 0" DRILL AND GROUT #5 BARS 12"

MAXIMUM SPACING, 12" MINIMUM

EMBEDMENT TYP

4' - 3 1/2"4' - 6"

/1 SB303

12" 12"

24" 24"

#5 @ 12"

#5 @ 12"

#5 @ 12"

NOTES:

1. BRACE WALL DURING CONSTRUCTION.

3'

7'

- 6

4'

- 9

1' - 9"

1'

- 0

/1 SB101

/1 SB121

1/2" WIDE JOINT

WITH SEALANT

1/2" WIDE JOINT

WITH SEALANT

8"

DRILL AND GROUT #

5 BARS 36" MAXIMUM

SPACING, 6"

MINIMUM

EMBEDMENT TYP

TIE WALL

REINFORCING TO

EMBEDDED

ANCHORS

#5 @ 12" OC

EW TYP

6'

- 6

GROUND FLOOR ELEV 0'-0"

LIMITS OF UNDERPINNING;

REFER TO DETAIL /6 SB502

0' - 8"

5'

- 1

0" 0'

- 8

4'

- 9

1'

- 0

6"

6"

1' - 0" 1' - 0" 1' - 0"

DRILL AND GROUT #5 BARS 12"

MAXIMUM SPACING, 12" MINIMUM

EMBEDMENT TYP

3"

/1 SB303

12" 12"

24" 24"

#6 @ 12" #5 @ 12"

#5 @ 12"

NOTES:

1. BRACE WALL DURING CONSTRUCTION.

13'

AREA ALONG EXISTING BUILDING TO

BE VERIFIED IN FIELD. DEPTH OF NEW

FOOTER TO MATCH EXISTING FOOTER

4'

- 5

1/ 4"

1'

- 0

1' - 0" 1' - 2" 1' - 0"

1' - 0"

6' - 1" 6"

/1 SB121

GROUND FLOOR ELEV 0'-0"

#4 @ 12" OC

EW TOP AND

BOTTOM TYP

/1 SB303

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB304

STRUCTURAL FOUNDATION

SECTIONS 2

DJS CCW

PARTIALLY SPRINKLERED

3. SEE MECHANICAL DRAWINGS FOR ALL PIPING LOCATIONS.

2. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1/2" = 1'-0"3 STRUCTURAL FOUNDATION SECTION - EAST WALL

SCALE: 1/2" = 1'-0"4 STRUCTURAL FOUNDATION SECTION - EAST WALL

SCALE: 1/2" = 1'-0"5 STRUCTURAL FOUNDATION SECTION - EAST WALL

SCALE: 1/2" = 1'-0"6 STRUCTURAL FOUNDATION SECTION - EAST WALL

SCALE: 1/2" = 1'-0"1 STRUCTURAL FOUNDATION SECTION - EAST WALL

SCALE: 1/2" = 1'-0"2 STRUCTURAL FOUNDATION SECTION - EAST WALL

SCALE: 1/2" = 1'-0"7 STRUCTURAL FOUNDATION SECTION - PROPANE ROOM

Revisions: Date: SHEET 402/23/2024

X XX

X XXXX X

GROUND FLOOR ELEV 0'-0"

T/ CONC ELEV 8'-8"

8'

- 8

#6 VERTICAL BARS

#3 STIRRUPS @ 12" OC

NEW CMU WALL

NEW EXISTING

/2 SB401

3'

- 0

GROUND FLOOR ELEV 0'-0"

T/ CONC ELEV 8'-8"

NEW CMU WALL

/2 SB401

8'

- 8

"#6 VERTICAL BARS

#3 STIRRUPS @ 12" OC

3'

- 0

COMPACTED FREE

DRAINING BACKFILL

NOTES:

1. SEE PIER SCHEDULE FOR FOOTING SIZE AND REINFORCING.

STANDARD HOOK TYP

2 - #4 BARS

STEEL COLUMN SEE PLANS

FOR SIZE AND BASE PLATE

COLUMN

GRADE

3" C

OV

ER

T

YP

5'

- 0

3'

- 0

17 - #5 BAR 17 - #6 BAR

#8 @ 12" OC

#5 @ 12" OC

6' - 0" 1' - 7 1/2" 8' - 4 1/2"

BULB TYPE

WATERSTOP

#5 @ 12" OC

3" COVER TYP

3'

- 0

REFER TO CONCRETE PIER

SCHEDULE ON SB601

#5 @ 8" OC

1'

- 0

COLUMN

COMPACTED FREE

DRAINING BACKFILL

1/2" WIDE JOINT WITH SEALANT TYP

STEEL COLUMN SEE PLANS

FOR SIZE AND BASE PLATE

3" C

OV

ER

T

YP

5"

ADDITIONAL TIES

PROOF ROLLED SUITABLE SUBGRADE

1,000 PSF MINIMUM ALLOWABLE BEARING

AS DETERMINED BY THE SOILS TESTING AGENCY

STANDARD HOOK

1.

NOTES:

SEE PIER SCHEDULE FOR FOOTING SIZE AND REINFORCING.

SCALE: NTS3 TYP PERIMETER COLUMN FOOTING WITH PIER SECTION

SCALE: NTS4 TYP INTERIOR COLUMN FOOTING WITH PIER SECTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB305

STRUCTURAL FOUNDATION

SECTIONS 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 1/2" = 1'-0"1 STRUCTURAL FOUNDATION SECTION - PIER G'-2.8'

SCALE: 1/2" = 1'-0"2 STRUCTURAL FOUNDATION SECTION - PIER G'-2.8'

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

Revisions: Date:

(TYP NORTH, WEST, AND SOUTH EXTERIOR FOUNDATION WALLS)

SHEET 412/23/2024

B'

C'

D'

2.8' 3'

SB304

4'

- 0

6"

8' - 0" 11' - 7 1/2" 8' - 0" 1' - 2 1/2"

13' - 0" 4' - 1 3/4"

8' - 5" 4' - 2 3/4"

5'

- 0

2'

- 5

3'

- 0

6"

12' - 0 1/2" 1' - 8"

9 1 /2"

0"

8' - 0" 2' - 5" 8' - 0" 1' - 2 1/2" 7' - 5"

2 2

2 2

/4 SB501

/1 SB121

LEGEND:

[X'-X"] TOP OF FOOTING ELEVATION -0'-0" UNLESS NOTED

OTHERWISE (+ OR -) FROM 0'-0"

X'-X" TOP OF FOUNDATION WALL ELEVATION

0'-0" UNLESS NOTED OTHERWISE (+ OR -) FROM 0'-0"

TOP OF SLAB ELEVATION 0'-0" UNLESS NOTED

OTHERWISE (+ OR -) FROM 0'-0"X'-X"+0'-6"

+0'-6"

+0'-6"

/1 SB501

SB304

8'

- 0

6" 23' - 0"

3'

- 7

8'

- 0

9 1 /2"

2.8'

G'

1'

- 5

1' - 8" 4"

10"

8"

2'

- 1

2' - 0"

SB305

SB305

#6 VERTICAL BARS TYP (13) PLACES

#3 STIRRUPS 4" TYP

/1 SB121

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB401

STRUCTURAL FOUNDATION

ENLARGED PLAN 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 3/8" = 1'-0"1 STRUCTURAL FOUNDATION ENLARGED PLAN

N

KEYPLAN

N AREA OF WORK

12 16

KEYED NOTES

1 NEW 6" THICK EQUIPMENT PAD; REFER TO DETAIL

2 TRENCH DRAIN TO BE COORDINATED WITH PLUMBING DRAWINGS

3 6" SLAB ON GRADE WITH 6X6 - W6XW6 WLEDED WIRE REINFORCEMENT SHEETS,

UNLESS NOTED OTHERWISE. TOP OF SLAB ELEVATION 0'-0" UNLESS NOTED OTHERWISE

(+ OR -) FROM 0'-0"; REFER TO DETAIL

3. REFERENCE FOUNDATION SCHEDULES ON DRAWING SB601.

2. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1" = 1'-0"2 STRUCTURAL FOUNDATION ENLARGED PLAN OF PIER G'-2.8'

N

Revisions: Date: SHEET 422/23/2024

X X XX

1'- 0"

4'-0"

(2) #4 BARS

#4 BAR AT 12" OC

WITH 8" HOOK

1'-0" 3"

3"

#5 BARS PLACED AS SHOWN

#5 BARS @ 12" OC

TOP OF 6"

MAINTENANCE SLAB 2" 6"

3"

FILL SOLID RADIUS

BENDS PER ACI

2'-0"

SE

E

PL

ANXX X

X XX X X

"T

8"

EQ

EQ

EQ

1 1/2"

TENSION LAP

SPLICE

#5 REBAR TYP TOP AND BOTTOM

2'-0"

1'- 0"

2'- 5"

1'-0" 1'-0"

3" COVER TYP

3" C

OV

ER

T

YP

#4 @ 12" OC TYP

T/FINISHED FLOOR

GRATING SHALL BE 19HW4 3X1/4

GALVANIZED MATERIAL ASTM

A1011CS GRADE 36 DESIGNED FOR A

POINT LOAD OF 8700 LBF MINIMUM

AND 24" SPAN (SHIM AS REQUIRED)

#4 @ 12" OC TYP

XX X X

GRATING SHALL BE 19HW4 3x1/4

GALVANIZED MATERIAL ASTM A1011CS

GRADE 36 DESIGNED FOR A POINT

LOAD OF 8,700 LBF MINIMUM AND 24"

SPAN (SHIM AS REQUIRED)

T/FINISHED FLOOR

3/8" x 6" WELDED

STUD @ 12" OC TYP

L3 1/2x3 1/5x1/4 GALVANIZED, A36

1/4" FLAT BAR WELDED TO ANGLE

3 1/2"

1 1 /2"

DE

PT

H

OF

GR

AT

IN

G

X XX X X

"D "/3

C

OV

ER

SE

E

PL

AN

"D

#4 BAR @ 36" OC x 4'-0" LONG

SEE PLAN FOR SLAB

REINFORCEMENT

6" 6"

"D

1/4" WIDE JOINT WITH SEALANT

1.

2.

NOTES:

SAWCUT JOINT WITHIN 18 HOURS AFTER CONCRETE PLACEMENT - FILL

JOINT WITH SEALANT AFTER SHRINKAGE OF CONCRETE (28 DAYS MINIMUM).

MAXIMUM JOINT SPACING IS 15'-0" ON CENTER.

/1 SB172

/3 SB301

6X6 - W6XW6 WELDED WIRE

REINFORCEMENT SHEETS

9 MIL POLY

VAPOR RETARDER

"D " S

EE

P

LA

N

COMPACTED STRUCTURAL

FILL SUBBASE

COMPACTED AND PROOF

ROLLED SUBBASE

1'

- 0

#6 BARS @ 8" OC

EACH WAY

9 MIL POLY

VAPOR RETARDER

SE

E

PL

AN

COMPACTED STRUCTURAL

FILL SUBBASE

COMPACTED AND PROOF

ROLLED SUBBASE

1'

- 0

NOTE: SLOPE OF TRENCH SHALL BE 1/16" PER

1'-0" MINIMUM, AND SLOPED TO NEAREST

FLOOR DRAIN. COORDINATE WITH PLUMBING

DRAWINGS FOR FLOOR DRAIN LOCATIONS.

/1 SB121

BULB TYPE

WATERSTOP TYP

WWR COORDINATE WITH

SLAB REINFORCEMENT TYP SB501

TYP

/14 SB501

MA

XI

MU

M

X'

2'- 0"

LENGTH

LAP SPLICE

4'-0" MINIMUM

CONTINUOUS FOOTING

REINFORCEMENT

CONTINUOUS FOOTING

REINFORCEMENT

HORIZONTAL WALL REINFORCEMENT

PLAN

SEE

PL

AN

SE

E 2 MIN

MATCH HORIZONTAL WALL REINFORCEMENTLENGTH TYP

DEVELOPMENT

MA

XI

MU

M

1'

- 0

SE

E

PL

AN

SEE PLAN

SE

E

PL

AN

1 CONTINUOUS FOOTING

REINFORCEMENT

MATCH HORIZONTAL

WALL REINFORCEMENT

HORIZONTAL WALL

REINFORCEMENT

LENGTH

LAP SPLICE

3" C

OV

ER

TYP

1' - 0"

CMU REINFORCEMENT

TENSION SPLICE

1'

- 0

SE

E

PL

AN

3" MIN

9"9" 1' - 0"

REBAR

DRILL AND

GROUT DOWEL

REBAR TYP

SAWCUT JOINT

CMU WALL

1.

NOTES:

NOT ALL LOCATIONS ARE SHOWN ON STRUCTURAL PLANS. COORDINATE

EXACT LOCATIONS AND QUANTITIES WITH ARCHITECTURAL DRAWINGS.

0'-8"

COMPACTED STRUCTURAL

FILL SUBBASE

#5 @ 12" OC, TOP AND

BOTTOM EACH WAY

1/2" JOINT MATERIAL

WITH SEALANT TYP

SE

E

PL

AN

COMPACTED STRUCTURAL

FILL SUBBASE

COMPACTED AND PROOF

ROLLED SUBBASE

PL

AN

SE

E

SEE PLAN

SEE PLAN

PL

AN

SE

E

MI

N4"

REBAR @ 12" OC, EACH WAY

1 1/2" CLEARANCE TYP

NOTE: REBAR AND DOWEL SIZES: 6" PAD; USE #4 BARS.

WELDED WIRE REINFORCEMENT

IN FLAT SHEET (12" LAPS)

10 MIL POLYETHYENE

VAPOR BARRIER

"D "/3

C

OV

ER

"D " S

EE

P

LA

N

SLAB SUBBASE (RUN OF

CRUSH STONE)

APPROVED SUBGRADE

(PROOF ROLLED)

MI

N6"

NEW EXISTING

6" EMBEDMENT

EXISTING SLAB

1/2" DIA A36 X 18" LONG SMOOTH DOWEL AT

18" OC GREASE AND WRAP ONE END

SEE PLAN FOR SLAB THICKNESS

AND REINFORCEMENT

1/2" WIDE JOINT

MATERIAL WITH SEALANT

SLAB SUBBASE

DRILL AND GROUT

EXISTING FOUNDATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB501

STRUCTURAL FOUNDATION DETAILS

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 1" = 1'-0"6 TYP SAWCUT JOINT DETAIL

SCALE: 1" = 1'-0"12 TYP FOUNDATION WALL AT EXTERIOR DOOR DETAIL

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1" = 1'-0"11 CURB AT TRUCK SLAB DETAIL

SCALE: 1" = 1'-0"2 TYP CONCRETE MAINTENANCE SLAB ON-GRADE DETAIL

SCALE: 1" = 1'-0"3 TYP CONCRETE TRUCK SLAB ON-GRADE DETAIL

SCALE: 1" = 1'-0"10 TYP WALL CONSTRUCTION JOINT

SCALE: 1" = 1'-0"14 TYP TRENCH SECTION

SCALE: 3" = 1'-0"15 TRENCH ENLARGED FOUNDATION DETAIL

SCALE: 1" = 1'-0"9 TYP STEPPED WALL FOOTING

SCALE: 1" = 1'-0"8 TYP STEPPED WALL FOOTING DETAIL

SCALE: 1" = 1'-0"7 TYP THICKENED SLAB UNDER MASONRY WALL DETAIL

SCALE: 1" = 1'-0"5 TYP EQUIPMENT PAD DETAIL

SCALE: 1" = 1'-0"4 TYP EQUIPMENT PAD DETAIL

SCALE: 1" = 1'-0"1 TYP SLAB ON GRADE DETAIL

Revisions: Date:

SCALE: 1" = 1'-0"13 TYP SLAB ON GRADE TIE-IN DETAIL

SHEET 432/23/2024

CLCL

CL

CL

CORNER

INTERIOR EXTERIOR

L/2 L/2

W/2 W/2

L/2 SEE

PLAN

W /2

SE

E

PL

AN

PROVIDE #3 CROSS TIES AS SHOWN

COLUMNCOLUMN

COLUMN

COLUMN

NOTES:

1. SEE PIER SCHEDULE FOR REINFORCING.

X XXX

1 2 3 1 2 3

EXISTING WALL EXISTING WALL FOOTING

SEQUENCE OF PLACEMENT

SP

AC

E 3"

G

RO

UT

3'-0" MAX LENGTH PER PLACEMENT

ELEVATIONSECTION

PLAIN CONCRETE

UNDERPINNING

SP

AC

E 3"

G

RO

UT

EXISTING WALL

EXISTING WALL FOOTING 1.

2.

3.

4.

5.

6.

NOTES:

INSTALL UNDERPINNING IN A MINIMUM OF 3 PLACEMENTS AS

SHOWN. USE CONCRETE WHICH OBTAINS 3000 PSI AT 7 DAYS AND

GROUT WHICH OBTAINS 3000 PSl AT 3 DAYS.

AFTER EXCAVATION OF ALL PLACEMENT "1" SECTIONS,

THOROUGHLY CLEAN UNDERSIDE OF EXISTING FOOTING.

FORM AND INSTALL FIRST PLACEMENT, LEAVING 3" MINIMUM

SPACE UNDER EXISTING FOOTING FOR GROUT.

ON THE FORTH DAY AFTER THE FIRST PLACEMENT, REMOVE DIRT,

OIL, GREASE, LAITANCE, ETCETERA FROM BOTH NEW AND OLD

SURFACES. SATURATE SURFACES WITH WATER.

REMOVE FREE WATER AND COMPLETELY DRY PACK 3" SPACE

WITH LOW SLUMP NON-SHRINK GROUT.

THREE DAYS AFTER GROUT PLACEMENT, REPEAT THE ABOVE

OPERATIONS ON THE PLACEMENT "2" SECTIONS, ETC.

SELECT STRUCTURAL FILL

DRILL AND GROUT

#4 @ 24" OC #4 BAR

/1 SB121

SEE PLAN

TRENCH

SLOPE SLAB

TO DRAIN

SLOPE SLAB

TO DRAIN

1/2" WIDE JOINT MATERIAL

WITH SEALANT TYP

PROVIDE 2 - #4 BARS 4'-0"

LONG DIAGONAL BARS AT ALL

TRENCH DRAIN CORNERS TYP

CLEAR

6" MIN6"

SEE NOTE 4

PAVEMENT PER DESIGN DOCUMENTS

EXPANSION JOINT

SEE NOTE 3

1.

2.

3.

4.

5.

6.

NOTES:

IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS.

MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS REQUIRED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS.

EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE REQUIRED TO PROTECT CHANNEL AND CONCRETE SURROUND.

THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROXIMATELY 1/8" ABOVE THE TOP OF THE CHANNEL EDGE.

CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.

THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.

/1 SB172

FOUNDATION WALL

EXTRA STRONG STEEL PIPE

1" MINIMUM COMPRESSIBLE

MATERIAL AROUND PIPE. SEE

MECHANICAL DRAWINGS FOR

LINK SEAL DETAILS

/5 SB302

NOTES:

1. CONTRACTOR TO MAINTAIN INTEGRITY OF WALL WHEN CORING INTO EXISTING WALL.

DI

ME

NS

IO

N B=

LE

AS

T 1"

C C

SPLICE TYP

TENSION LAP

FOUNDATION WALL

UTILITY PIPE WITH SEAL

1" CC

ADD 1/2 NUMBER OF BARS

INTERUPTED BY OPENING

PLUS (1) EACH SIDE @ 3" OC

MAIN HORIZONTAL

REINFORCING BARS

HO

OK

B

AR

S

IN

TO

T

OP

T

UN

NE

L S

LA

B

W

HE

RE

" D

OE

S

NO

T

EX

IS

T

D

EG

RE

ES

S

TD

ADD (1) #6 X 2'-0" LONG AT

EACH FACE AND AT EACH

CORNER OF OPENING

MAIN VERTICAL REINFORCING BARS

NOTES:

1. SEE MECHANICAL DRAWINGS FOR LOCATION OF PIPE.

2. MAXIMUM OPENING SIZE IS 4'-0" DIAMETER.

/1 SB121

2'

- 0

2' - 0"

PL

AN

SE

E

4" GRAVEL

PIPE; REFER TO

MECHANICAL DRAWINGS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB502

STRUCTURAL FOUNDATION DETAILS

DJS CCW

PARTIALLY SPRINKLERED

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 3/4" = 1'-0"1 TYP COLUMN PIER DETAIL

SCALE: 3/4" = 1'-0"6 TYP UNDERPINNING SEQUENCE FOR EXISTING FOOTINGS

SCALE: 1" = 1'-0"3 SLAB REPAIR SECTION DETAIL

SCALE: 1" = 1'-0"2 TYP TRENCH DRAIN DETAIL

SCALE: NTS5 TYP EXTERIOR TRENCH DRAIN DETAIL

SCALE: NTS8 TYP PIPE SLEEVE THROUGH FOUNDATION WALL DETAIL

SCALE: 3/4" = 1'-0"7 TYP REINFORCING AT OPENINGS IN CONCRETE WALL DETAIL

SCALE: 1" = 1'-0"4 SUMP PIT SECTION DETAIL

Revisions: Date: SHEET 442/23/2024

2'-6"

STEEL BASE PLATE WITH (4) HOLES FOR 3/4"

ANCHOR RODS. SEE LIGHT POLE

MANUFACTURER FOR PLATE AND HOLE SIZE

(9) #6 BARS

#4 BARS @ 12" OC

7'- 6"

2'- 6"

#4 @ 12" OC TYP

5"

(9) #6 BARS

2" COVER TYP

PLAN VIEW

SECTION VIEW

1'- 6"

CLCL

CL

3"MIN

OUTSIDE FACE OF BUILDING

COLUMN PIER BELOW COLUMN

SLAB JOINT

PLACE INFILL CONCRETE

A MINIMUM OF 28 DAYS

AFTER SLAB PLACEMENT

COLUMNCOLUMN

COLUMN

1/2" WIDE JOINT MATERIAL

WITH SEALANT TYP

CUT WELDED WIRE FABRIC

AROUND PIER TYP

2-#4 BARS (TOP) TYP

#5 @ 12" OC LONGITUDINAL

EACH FACE, TYP

#3 TIES

0'-9" 1'-6"

0'- 5"

TANK BASE PLATE

(ASSUMED 1" THICK)

0'-2" 0'-2"

2'-0" TYP

1'- 0"

T

YP

2'-0"

2 1/2"

1 1 /2"

4" PVC BULB TYPE WATERSTOP

CONFORMING TO CRD C572

MANUFACTURED CORNERS

FUSED JOINTS

2 1/2"

1 1 /2"

HYDROPHILIC WATERSTOP

11"

6" 6" 6"

3"

L4X4X1/2 CONTINUOUS EDGE

ANGLE WITH 5/8" DIA. X 6" L6

STUDDED ANCHOR

8 1/4"2"4"

4"

#4 @ 12" OC

6"

6"

1/2" JOINT SEALANT

CORNER INTERSECTION END

TENSION LAP

SPLICE

TENSION LAP

SPLICESTANDARD HOOK TYP

3" CC

U-BARS TO MATCH SIZE AND SPACING

OF HORIZONTAL REINFORCEMENT

TE

NS

IO

N

LA

P

SP

LIC

E

CONTINUOUS KEY

SIZE AND SPACING OF CORNER

BARS TO MATCH REINFORCEMENT

OF HORIZONTAL BARS

STANDARD HOOK

#5 REBAR TYP

CL

CL

3" CLEARMIN

SLAB JOINTS AT

COLUMN CENTERLINE

1/2" JOINT MATERIAL

WITH SEALANT

PLACE INFILL CONCRETE

A MINIMUM OF 28 DAYS

AFTER SLAB PLACEMENT

COLUMN

COLUMN

SB503

/1 SB172

AR-1; REFER TO ANCHOR ROD

SCHEDULE ON -/1 SF601DRAWING

SB503

AR-4; REFER TO

ANCHOR ROD

SCHEDULE ON

TYP (16) PLACES

/1 SF601DRAWING

/1 SB301

UTILITY ANCHORS (3)

5/8" DIAMETER X 9 3/4"

LG HEADED ANCHORS

PLAN

/1 SB171

/1 SB302 /1 SB302

/1 SB503

1.

2.

NOTES:

REFER TO LIGHT POLE

MANUFACTURER FOR HOLE SIZE

AND PLATE INFORMATION.

REFER TO ANCHOR ROD

SCHEDULE FOR MORE

INFORMATION.

(4) HOLES FOR AR-3;

REFER TO ANCHOR

ROD SCHEDULE ON

/1 SF601DRAWING

/1 SB301 /1 SB302

9 7/8" 7 1/2"

9 7 /8"

7 1 /2" ø 4 5/16"

(4) 0.74"

DIA HOLES

/1 SB503

1 1 /8"

1 1 /8"

1 1/8"1 1/8" 10 1/2"

1/

2"

1 1/8"5 1/8"

5 1 /8"

3/

8"

8 1 /4"

4 R 0.28"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB503

STRUCTURAL FOUNDATION DETAILS

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 3/4" = 1'-0"1 LIGHT POLE FOUNDATION DETAIL

SCALE: 3/4" = 1'-0"11 TYP PERIMETER COLUMN ISOLATION JOINT DETAIL

SCALE: 1 1/2" = 1'-0"2 ANCHOR ROD DETAIL

SCALE: 3/4" = 1'-0"3 TYP CAST IN PLACE LIFT LUG DETAIL

SCALE: NTS7 TYP WATERSTOP DETAIL

SCALE: NTS7A TYP WATERSTOP ALTERNATE DETAIL

SCALE: NTS4 BASE PLATE ANCHOR ROD HOLE PATTERN DETAIL

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: NTS8 TYP KEY WAY DETAIL

SCALE: NTS9 TYP EDGE ANGLE DETAIL

SCALE: 3/4" = 1'-0"12 TYP WALL REINFORCING DETAIL

SCALE: NTS10 TYP COLUMN ISOLATION JOINT DETAIL

SCALE: 1 1/2" = 1'-0"5 LIGHT POLE ANCHOR BASE PLATE DETAIL

SCALE: 1 1/2" = 1'-0"6 4" FLANGE DETAIL

Revisions: Date:

(EXISTING SLAB/FLOOR)

SHEET 452/23/2024

/1 SB502

CONCRETE PIER SCHEDULE

MARK

PIER SIZE

VERTICAL REINFORCING REINFORCING LAYOUT TIES REMARKS

WIDTH LENGTH

P-1 2'-0" 2'-0" (12) #5 BAR #5 @ 10" SEE DETAIL

FOOTING SCHEDULE

MARK

FOOTING SIZE REINFORCING

REMARKS

LENGTH WIDTH THICKNESS LENGTH WIDTH

F-1 8'-0" 8'-0" 1'-0" (6) #6 @ EQ SPACING EACH WAY

F-2 9'-0" 9'-0" 1'-0" (7) #6 @ EQ SPACING EACH WAY

F-3 10'-0" 10'-0" 1'-0" (9) #6 @ EQ SPACING EACH WAY

FOUNDATION WALL SCHEDULE

MARK CONSTRUCTION

REINFORCEMENT

THICKNESS REMARKS

VERTICAL LONGITUDINAL

FW-1 CAST-IN-PLACE CONCRETE #6 @ 12" OC EACH FACE #5 @ 12" OC EACH FACE 1'-7-1/2"

FW-3 CAST-IN-PLACE CONCRETE #6 @ 12" OC EACH FACE #5 @ 12" OC EACH FACE 1'-0"

FW-4 CAST-IN-PLACE CONCRETE #6 @ 12" OC EACH FACE #5 @ 12" OC EACH FACE 0'-8"

FW-2 CAST-IN-PLACE CONCRETE #6 @ 12" OC EACH FACE #5 @ 12" OC EACH FACE 1'-2"

CONTINUOUS FOOTING SCHEDULE

MARK

FOOTING SIZE REINFORCEMENT - TOP AND BOTTOM

UNLESS NOTED OTHERWISE

TOE HEEL THICKNESS WALL THICKNESS TRANSVERSE LONGITUDINAL

WF-1 2'-0" 4'-0" 1'-0" 0'-8" #5 @ 18" OC (7) #5 @ EQUAL SPACING

WF-2 6'-0" 8'-4 1/2" 1'-0" 1'-7 1/2" #5 @ 18" OC (12) #5 @ EQUAL SPACING

WF-3 1'-0" 1'-0" 1'-0" 1'-2" #5 @ 18" OC (5) #5 @ EQUAL SPACING

WF-4 1'-0" 1'-0" 1'-0" 1'-0" #5 @ 18" OC (5) #5 @ EQUAL SPACING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SB601

STRUCTURAL FOUNDATION

SCHEDULE 2

DJS CCW

PARTIALLY SPRINKLERED

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

Revisions: Date: SHEET 462/23/2024

1 2 3

A

B

D

F

H

.9

A'

B'

C'

D'

2.8'

E'

UP

3'

J.1

3"

7' - 5" 1' - 2"

SF303

T

RE

AD

S

0"

C1 0X

C1 0X

3' - 0"4' - 1"

2'

- 0

SF508

L-1

7'

- 9

9' - 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF101

STRUCTURAL FRAMING PLAN -

BASEMENT LEVEL 2

DJS KRL

PARTIALLY SPRINKLERED

KEYPLAN

N AREA OF WORK

12 16

4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND

INTENT SHOWN THROUGHOUT THIS DRAWING SET.

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 3/16" = 1'-0"1 STRUCTURAL FRAMING PLAN - BASEMENT LEVEL

N

Revisions: Date:

SHEET 472/23/2024

B

D

F

H

M

.9 2.9

A'

B'

C'

D'

F'

1' 2'

2.8'

E'

UP

DO

W

N

7'

- 0

SF401

W12X65 W12X65

W12X65

W12X65

W12X65

W12X65

W12X65

W12X65

W12X65

W12X65

W12X65W12X65

W12X65

W12X65

W12X65

W12X65

3'

J.1

G'

70' - 5" 2'

- 1 1/

2"

2 1

/2" 9'

- 6

6"

0"

9 1 /2"

3" 2'

- 1 1/

2"

63' - 0" 7' - 5" 1' - 2"

2' - 1 1/2" 32' - 8 1/4" 34' - 5 1/8" 1' - 2"

UP

44' - 5 1/4"

8' - 5"

23' - 0 1/4"

5 1 /8"

1/

2"

15' - 7 1/4"21

1/

8"

32' - 4 1/4"

SF303

GUARDRAIL TYP

/14 SB501

1' - 7 1/2"

1'

- 7

1/ 2"

4"

1'

- 7

1/ 2"

8"

LN2 LN5

SF508SIM

SF508

SF508

SF508

SF508

SF508

LN14 LN13 LN11

LN11

SF508

SF508

SF508

LN

LN

LN

SF508

LN

SF508

SF508

SF508

SF508

LN17

SF402

SF508

SF508

LN

LN1LN2

LN6

LN12

SF508

SF508

/9 SF508

SF201

SF202

SF202

SF201

W12X65

W12X65

W12X65

W12X65

W12X65

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF121

STRUCTURAL FRAMING PLAN -

GROUND FLOOR LEVEL 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 3/16" = 1'-0"1 STRUCTURAL FRAMING PLAN - GROUND FLOOR LEVEL

KEYPLAN

N AREA OF WORK

12 16

4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND

INTENT SHOWN THROUGHOUT THIS DRAWING SET.

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

KEYED NOTES

1 TRENCH GRATING SHALL BE 19HW4 3 x 1/4 GALVANIZED MATERIAL ASTM A1011CS

GRADE 36, REFER TO DETAIL

2 8" CMU, FULLY GROUTED WITH #5 BAR AT 8 INCHES ON CENTER

3 12" CMU, FULLY GROUTED WITH #5 BAR AT 8 INCHES ON CENTER

4 INFILL OPENINGS; REFER TO ARCHITECTURAL DRAWINGS FOR MORE DETAILS

5 EXTERIOR CUSTOM BUILT UP DOOR JAMB; REFER TO DETAIL

N

Revisions: Date:

SHEET 482/23/2024

B

D

F

H

M

.9 2.8 2.9

OPEN TO BELOW

A'

B'

C'

D'

F'

1' 2'

2.8'

2'

- 1

1/ 2"

3"

9 1

/2"

0"

6" 9'

- 6

2 1 /2"

2'

- 1

1/ 2"

NOTES:

1. TOP OF STEEL ELEVATION IS 11'-6" ABOVE FINSIHED FLOOR UNLESS NOTES OTHERWISE (+/-) FROM ELEVATION 11'-6".

2. IINDICATES SPAN DIRECTION OF 6" SLAB USING 1 1/2" X 20 GAUGE GLAVANIZED COMPOSITE METAL DECK WITH

6X6 - W2.9XW2.9 WELDED WIRE REINFORCEMENT.

W

X2

W

X2

W

X2

W

X2

W

X2

W

X2

W

X2

E'

W10X26

OPEN TO BELOW

W

X2

W

X2

W

X2

W

X2

W

X2

16' - 11 7/8"

EOD

EOD

EOD

EOD

EOD

3/

4"

2 7 /8"

3'

J.1

G'

W

X2

W

X2

W

X2

L3 X3

X3 /8

W

X2

W

X2

W

X2

W

X2

W10X26

W

X2

W

X2

W

X2

70' - 5" 2' - 1 1/2" 32' - 8 1/4" 34' - 5 1/8" 1' - 2"

46' - 9"

3' - 2" 5' - 0" 6' - 0 1/2" 20' - 1 1/2" 4' - 0" 3' - 9" 6' - 2 3/8"

L3 X3

X3 /8

W

X2

W10X26

W10X26

6' - 6 3/4" 6' - 5 1/4" 6' - 5 1/4" 6' - 5 1/4" 3' - 11 1/2"

4' - 11 1/4" 5' - 2"

6' - 5 1/8" 5' - 8 7/8" 5' - 8 7/8"

3' - 11 1/2" 4' - 1"

5'

- 7

7/ 8"

2'

- 0

3/ 4"

3'

- 2

1/ 2"

GUARDRAIL TYP

GUARDRAIL TYP

GUARDRAIL TYP

GUARDRAIL TYP

SLOPE

HP +0'-6"

HP +0'-6"

HP

0'-

6" HP

0'-

6"

SLOPE

SL

OP

E

SL

OP

E

LP +0'-5"

1' - 2"

7' - 5"

W10X26

2 7 /8"

E

OD

UP

SF402

W

X2

2 7/8" EOD

/8 SF504

SF401

/9 SF504

SF508

SF508

SF508

SF508

SF508

SF508

SF508

SF508

SF508

LN7

W10X26

W10X26

3'

- 6

6' - 0"

OPENING FOR DUCTWORK; REFER

TO MECHANICAL DRAWINGS

5 1/2"2' - 6"

3'

- 4

LN8LN8

LN8

LN9

LN9

LN9

LN8

LN10 LN10

LN8

3'-6"

5 1/2"

SF202

SF202

SF201

SF201

HSS4X4X3/8

HSS4X4X3/8

HSS4X4X3/8

SF401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF141

STRUCTURAL FRAMING PLAN -

MEZZANINE LEVEL 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 3/16" = 1'-0"1 STRUCTURAL FRAMING PLAN - MEZZANINE LEVEL

KEYPLAN

N AREA OF WORK

12 16

4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND

INTENT SHOWN THROUGHOUT THIS DRAWING SET.

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

KEYED NOTES

1 6" CONCRETE SLAB WITH 1 1/2" x 6", 18 GAUGE COMPOSITE METAL DECK TO SIT ON

W10x26 MEMBERS. #5 AT 12" ON CENTER REINFORCING BARS IN THE SLAB IN BOTH

DIRECTIONS. REMOVED STRUCTURAL DECK WITH CONCRETE FOR CLARITY OF

STRUCTURAL MEMBERS BELOW.

2 REMOVABLE GUARDRAIL; REFER TO DETAIL

3 STATIONARY GUARDRAIL; REFER TO DETAIL

4 CONTRACTOR TO ADJUST RAILING AROUND OVERHEAD DOOR HOUSING AS NEEDED

N

DOWN

Revisions: Date:

SHEET 492/23/2024

B

D

F

H

M

.9 2.9

A'

B'

C'

D'

F'

1' 2'

2.8'

E'

SF301

3'

J.1

G'

70' - 5"

2' - 1 1/2" 32' - 8 1/4" 34' - 5 1/8" 1' - 2"

3"

9 1

/2"

0"

6" 9'

- 6

2 1 /2"

2'

- 1

1/ 2"

63' - 0" 7' - 5" 1' - 2"

NOTES:

1. TOP OF STEEL IS 29'-9 1/2" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE (+/-) FROM ELEVATION 29'-9 1/2".

T1 T2

T1 T2

T1 T2

T1 T2

T1 T2

T1 T3

T1 T3

W

X3 0 M

ON

OR

AI

L (

-1 '-7

/8"

LO

AD

R

AT

IN

G

1,0

LB

S

SF505

SF301

SF302

L4 HANGER

L4 HANGER

SF302

SF302

SF302

SF302

L4 HANGERL4 HANGER

SF302

SF301

1'

- 0

1'

- 0

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

SIM

2'

- 1

1/ 2"

L4 HANGER

L4 HANGER

L4 HANGER

L4 HANGER

L4 HANGER

L4 HANGER

L4 HANGER

L4 HANGER

SF201

SF402

27' - 0 1/8"

7' - 5"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF151

STRUCTURAL FRAMING PLAN -

LOWER ROOF LEVEL 2

DJS CCW

PARTIALLY SPRINKLERED

KEYPLAN

N AREA OF WORK

12 16

N

SCALE: 3/16" = 1'-0"1 STRUCTURAL FRAMING PLAN - LOWER ROOF LEVEL

5. ALL EXPOSED STEEL SHALL HAVE A 2-HOUR FIREPROOFING APPLIED.

4. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

3.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND

INTENT SHOWN THROUGHOUT THIS DRAWING SET.

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

Revisions: Date:

SHEET 502/23/2024

A

B

D

F

H

M

.9 2.9

A'

B'

C'

D'

F'

1' 2'

2.8'

E'

1.

2.

NOTES:

TOP OF STEEL IS 32'-6 1/2" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE (+/-) FROM ELEVATION 32'-6 1/2".

INDICATES SPAN DIRECTION OF 5" SLAB USING 1 1/2" X 20 GAUGE GALVANIZED COMPOSITE METAL DECK

WITH 6X6 - W2.9XW2.9 WELDED WIRE REINFORCEMENT.

SF301

SF301

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3 0W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3 0 W

X3

W

X3 0 W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3 0 W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3 0 W

X3

W

X3

W

X3

W12X65

W12X65

W12X65

W12X65 W12X65

W12X65

W12X65

W12X65

W12X65W12X65

W12X65 W12X65

W12X65 W12X65

W12X65W12X65

3'

J.1

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

W

X3

G'

70' - 5"

2' - 1 1/2" 8 EQUAL SPACES = 32' - 8 1/4" 8 EQUAL SPACES = 34' - 5 1/8"

2'

- 1

1/ 2"

2 1 /2"

9'

- 6

6"

0"

9 1

/2"

3"

63' - 0"

W

X3

T1 T2

T1 T2

T1 T2

T1 T2

T1 T2

T1 T3

T1 T3

SF301

6 EQUAL SPACES = 25' - 9 7/8"

1' - 2"

5'

- 8

1/ 2"

8'

- 5

3/ 4"

W10X30

W10X30

0"

0"

0"

SF506

TYP

20' - 0"

0"

15' - 0" 20' - 0"

/1 SF501

1' - 2 1/4"

1' - 2"

SF501

MOBILE SAFETY

GUARDRAIL

W12X65

W12X65

W12X65

W12X65

W12X65

SF506

8 W F

(E

8 W F

(E

8 W F

(E

8 W F

(E

8 W F

(E

8 W F

(E

W

F (E

W

F (E

W

F (E

W

F (E

W

F (E

W

F (E

6 LB (E)

8 WF (E) DENOTES EXISTING 8 WF 17

12 WF (E) DENOTES EXISTING 12 WF 27

6 LB (E) DENOTES EXISTING 6 LB-12

LEGEND:

6 LB (E)

6 LB (E) 6 LB (E)

6 LB (E) 6 LB (E)

8 WF (E)

8 WF (E)

8 WF (E)

8 WF (E)

8 WF (E)

8 WF (E)

/11 SF506

SF506

SF506

SF506

/9 SF506

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF161

STRUCTURAL FRAMING PLAN -

UPPER ROOF LEVEL 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 3/16" = 1'-0"1 STRUCTURAL FRAMING PLAN - UPPER ROOF LEVEL

KEYPLAN

N AREA OF WORK

12 16

AREA OF WORK

2. COORDINATE SIZE AND LOCATION OF EQUIPMENT WITH MECHANICAL DRAWINGS.

WORK OUTSIDE THE DESIGNATED PHASE AREA MAY BE REQUIRED TO COMPLETE

PHASED WORK. CONTRACTOR IS TO COORDINATE ALL WORK WITH COR AND

BETWEEN ANY AND ALL SUBCONTRACTORS TO ENSURE CONTINUED OPERATIONS AND

INTENT SHOWN THROUGHOUT THIS DRAWING SET.

2. PHASING IS DESIGNATED THROUGHOUT THE DRAWING SET VIA

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

N

KEYED NOTES

1 CAP OPENING IN EXISTING ROOF; REFER TO SECTION DETAIL

2 ROOF PROTECTION TIE DOWN ANCHOR; REFER TO DETAIL

3 ROOF PENETRATION HOUSING; REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS

4 FRAMING AT OPENING IN METAL DECK; REFER TO DETAIL

Revisions: Date:

SHEET 512/23/2024

1'2'2.8'3'

MEZZANINE LEVEL ELEV 12'-0"

GROUND FLOOR ELEV 0'-0"

T/ROOF DECK ELEV 33'-3 1/2"

/1 SF121

/1 SF141

/2 SF507

1' 2' 2.8' 3'

MEZZANINE LEVEL ELEV 12'-0"

GROUND FLOOR ELEV 0'-0"

T/ROOF DECK ELEV 33'-3 1/2"

/1 SF121

/1 SF141

11 1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF201

STRUCTURAL FRAMING EXTERIOR

ELEVATIONS 2

DJS CCW

PARTIALLY SPRINKLERED

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1/4" = 1'-0"1 STRUCTURAL FRAMING NORTH ELEVATION (LOOKING SOUTH)

SCALE: 1/4" = 1'-0"2 STRUCTURAL FRAMING SOUTH ELEVATION (LOOKING NORTH)

Revisions: Date:

KEYED NOTES

1 CONTROL JOINT; REFER TO DETAIL

SHEET 522/23/2024

A'B'C'D'F' E'G'

MEZZANINE LEVEL ELEV 12'-0"

GROUND FLOOR ELEV 0'-0"

T/ROOF DECK ELEV 33'-3 1/2"

T/ROOF DECK ELEV 12'-1 3/8"

/1 SF121

/1 SF141

1 1

1 1

A' B' C' D' F'E' G'

MEZZANINE LEVEL ELEV 12'-0"

GROUND FLOOR ELEV 0'-0"

T/ROOF DECK ELEV 33'-3 1/2"

T/ROOF DECK ELEV 12'-1 3/8"

/1 SF121

/1 SF141

1 1 1

/2 SF507

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF202

STRUCTURAL FRAMING EXTERIOR

ELEVATIONS 2

DJS CCW

PARTIALLY SPRINKLERED

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 1/4" = 1'-0"2 STRUCTURAL FRAMING EAST ELEVATION (LOOKING WEST)

SCALE: 3/16" = 1'-0"1 STRUCTURAL FRAMING WEST ELEVATION (LOOKING EAST)

Revisions: Date:

KEYED NOTES

1 CONTROL JOINT; REFER TO DETAIL

SHEET 532/23/2024

B'C'D'E'

BOILER

2-100-BLR-003

BOILER

2-100-BLR-002

BOILER

2-100-BLR-001

/1 SF401

20' - 6" 15' - 0" 13' - 9 1/2"

GUARDRAIL TYP

GROUND FLOOR ELEV 0'-0"

T/STEEL ELEV 12'-10"

T/STEEL ELEV 10'-7"

C10C10 C10 C10 C10

W

W

W

W

C1 0 S

TR

IN

GE

R

TY

P

SF506

SF502

SF502

SF502

TYP

T/GRATING ON LANDING ELEV 6'-9 7/8"

B' C' D' E'

BOILER

2-100-BLR-003

BOILER

2-100-BLR-002

BOILER

2-100-BLR-001

/1 SF401

W

W

W

W

13' - 9 1/2" 15' - 0" 20' - 6"

T/STEEL ELEV 12'-10"

T/STEEL ELEV 10'-7"

GROUND FLOOR ELEV 0'-0"

C10 C10C10C10C10

C10

C1 0 S

TR

IN

GE

R

TY

P

HS

S4

X4

HS

S4

X4

T/STEEL ELEV 6'-7 7/8"

GUARDRAIL TYP

SF502

TYP

SF506

TYP

T/GRATING ON LANDING ELEV 6'-9 7/8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF203

STRUCTURAL FRAMING INTERIOR

ELEVATIONS 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 3/8" = 1'-0"1 STRUCTURAL FRAMING ELEVATION - BOILERS (LOOKING WEST)

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

GENERAL NOTES

SCALE: 3/8" = 1'-0"2 STRUCTURAL FRAMING ELEVATION - BOILERS (LOOKING EAST)

Revisions: Date: SHEET 542/23/2024

12.8'

/3 SF401

SF502

1 GUARDRAIL TYP

3'

GROUND FLOOR ELEV 0'-0"

T/STEEL ELEV 11'-6"

T/STEEL ELEV 6'-6"

HS

S4

X4

HS

S4

X4

HS

S4

X4

C8

C8

SF505

TYP

SF505

C'D'

/3 SF401

HANDRAIL TYP

C8

MEZZANINE LEVEL ELEV 12'-0"

T/STEEL ELEV 9'-6"

T/STEEL ELEV 9'-6"

SF503

C8

C8

HS

S4

X4

HS

S4

X4

HS

S4

X4

SF505

SIM

SF505

SF505

/2 SF401

GUARDRAIL TYP

SF502

C8C8

HS

S4

X4

HS

S4

X4

HS

S4

X4

MEZZANINE LEVEL ELEV 12'-0"

T/STEEL ELEV 9'-6"

3/8" GUSSET

PLATE TYP

L3X3X1/4

BEYOND

SF505

TYP

F'

/2 SF401

GUARDRAIL TYP7 1/4"

MEZZANINE LEVEL ELEV 12'-0"

T/STEEL ELEV 9'-6"

HS

S4

X4

C8

HS

S4

X4

HS

S4

X4

SF505

9SF505

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e f oo t

100% BID SET REPLACE BOILER PLANT

325 EAST "H" STREET

IRON MOUNTAIN, MI 49801

585-21-115

2024-02-23REV 0 - 100% BID SET 2024-02-23 SF204

STRUCTURAL FRAMING INTERIOR

ELEVATIONS 2

DJS CCW

PARTIALLY SPRINKLERED

SCALE: 3/8" = 1'-0"1 STRUCTURAL FRAMING SOUTH ELEVATION - SURGE TANK PLATFORM

SCALE: 3/8" = 1'-0"2 STRUCTURAL FRAMING EAST ELEVATION - SURGE TANK PLATFORM

SCALE: 3/8" = 1'-0"3 STRUCTURAL FRAMING SOUTH ELEVATION - DEAERATOR PLATFORM

SCALE: 3/8" = 1'-0"4 STRUCTURAL FRAMING EAST ELEVATION - DEAERATOR PLATFORM

1. SEE S-001 FOR S-SERIES NOTES AND LEGENDS.

Revisions: Date: SHEET 552/23/2024

1' 2'

4' - 1" 4' - 1" 4' - 1" 4' - 1" 4' - 1" 4' - 1" 4' - 1" 4' - 1" 32' - 8 1/4"

SF505

SF505

SF505

SF505

TYPTYP

/1 SF161

W10W10 W10

W10X30

2L3X3X3/8

2L 3X

3X 3/8

2L3X3X3/8

2L3X3X3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

2L3X3X3/8

2L 3X

3X 3/8

2L3X3X3/8 2L3X3X3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

2L3X3X3/8

2L 3X

3X 3/8

2L3X3X3/8

W10X30

W10 W10 W10 W10 W10 W10

W

W

SF505

SF505

SIM

SIM

ROOF TOP OF STEEL ELEV 32'-6 1/2"

TOP OF STEEL ELEV 29'-0 5/8"

/1 SF151

2'

SF505

SF505

SF505

TYPTYP

/1 SF161

W10 W10

W10X30

4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"4' - 3 5/8"

3'

W

W

W10X30

4' - 3 5/8"

W10W10W10 W10W10W10

2L3X3X3/8 2L3X3X3/8 2L3X3X3/8 2L3X3X3/8 2L3X3X3/8 2L3X3X3/8 2L3X3X3/8 2L3X3X3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

2L 3X

3X 3/8

SF505

SF505

SF505

ROOF TOP OF STEEL ELEV 32'-6 1/2"

TOP OF STEEL ELEV 29'-0 5/8"

/1 SF151

34' - 5 1/8"

2' 2.8'

27' - 0 1/8"

W10X30

SF505

SF505

SF505

TYP

TYP

/1 SF161

W10 W10 W10

4' - 3 5/8" 4' - 3 5/8" 4' - 3 5/8" 4' - 3 5/8" 4' - 3 5/8" 4' - 3 5/8" 1' - 2 1/4"

W10X30

2L3X3X3/8

2L 3X

3X 3/8

2L3X3X3/8

2L 3X

3X 3/8

2L3X3X3/8

2L 3X

3X 3/8

2L3X3X3/8 2L3X3X3/8

2L3X3X3/8

2L3X3X3/8

2L3X3X3/8

W10W10W10W10

W

W

SF505

SF505

ROOF TOP OF STEEL ELEV 32'-6 1/2"

TOP OF STEEL ELEV 29'-0 5/8"

W10

/1 SF151

SF505

3'

3/4" DIA HILTI KWIK BOLT

TZ2 EXPANSION ANCHORS

TYP (3) PER ANGLE

L3X3 L3X3

W10

/2 SF402

T / STEEL ELEV 11'-4 3/8"

T / ROOF DECK ELEV 11'-10 3/8"

1/2" WIDE JOINT

WITH SEALANT TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

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 RECORDCONSULTANT

321 4 5 6 7 8 9 10 on e e igh th inc h = on e f oo t thr ee in ch es on e f oo t 6"

6" on e a nd on e h alf in ch es on e f oo t on e i nc h = on e f oo t

6"

6" thr ee qu ar ter s i nc h = on e f oo t on e h alf in ch on e f oo t thr ee ei gh ths in ch on e f oo t on e q ua rte r in ch on e…