36C78619B0012-003.pdf

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

VL111

EXISTING CONDITIONS & BORING

PLAN

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

EROSION & SEDIMENT CONTROL PLAN PHASE I EROSION & SEDIMENT CONTROL PLAN PHASE II

GC111

E&S CONTROL PLAN

GC511

E&S CONTROL DETAILS

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

CD111

DEMOLITION PLAN

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B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

CS111

SITE & UTILITY PLAN

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

CG111

GRADING PLAN

SPECIFICATION SHEET

CU211

UTILITY PROFILES

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

LP111

LANDSCAPE PLAN

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A

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

GI511

GENERAL DETAILS

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A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

CU511

STORM DETAILS

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

1299CGS

APPROX. DRAIN AREA = 60.62 SQ IN

APPROX. WEIGHT WITH FRAME = 40.68 LBS

HINGED GRATE

FOR EASY ACCESS

DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

DIMENSIONS ARE IN INCHES

GRATE MEETS H-20 LOAD RATING

QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05

PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT

LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO.

7001-110-035

1.12

13.56

13.38

3.56 1.81

DRAIN BASIN INLINE DRAIN

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

NON TRAFFIC INSTALLATION

TOP SOIL

GRATE/COVER

TOP SOIL

GRATE/COVER

4" MIN ON 8" - 24"

6" MIN ON 30"

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

CU512

STORM DETAILS

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

INVERT ACCORDING TO

PLANS/TAKE OFF

NYLOPLAST 12" INLINE DRAIN: 2712AG _ _ X

(3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

(CORRUGATED HDPE SHOWN)

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,

WITH THE EXCEPTION OF THE BRONZE GRATE.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER.

4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY.

5 - DIMENSIONS ARE IN INCHES

6 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL

INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION.

(B)

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

ADAPTER SIZE B

4" 10.50 6" 11.50 8" 11.50 10" 11.25 12" 6.00

18" MIN WIDTH GUIDELINE

8" MIN THICKNESS GUIDELINE

(1, 2) INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN O.D.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR

GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.

17.50

17.50

1 - SEE DRAWING NO. 7001-110-364 FOR ADS/HANCOR

N-12 HP BELL INFORMATION

2 - DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

3 - DIMENSIONS ARE IN INCHES

OCCUPANCY

B

AREA NAME

150 SF 00

00 OCC.

2 HOUR FIRE BARRIER PER IBC SECTION 706. OPENINGS

FIRE RATED FOR 90 MINUTES.

EGRESS PATH WITH NAME, SEGMENT LENGTH, AND

DIRECTION INDICATED

IBC OCCUPANCY GROUP

ROOM (NET) AND AREA (GROSS) TAGS INDICATING SQUARE

FOOTAGE / OCCUPANCY LOAD FACTOR, AND RESULTING

OCCUPANCY BELOW

FB

1 HOUR FIRE PARTITION PER IBC SECTION 708. OPENINGS

FIRE RATED FOR 20 MINUTES FOR CORRIDOR PARTITIONS

AND 45 MINUTES FOR OTHER FIRE PARTITIONS.

FP

PATH A

CODE ANALYIS LEGEND

165 EXIT EXIT F

0.2 x 165 = 33" MIN

ACTUAL = 34.25"

EXIT INDICATOR ADVANCED: WITH NAME OF EXIT, TOTAL

OCCUPANTS EXITING INDICATED, SIZE OF OPENING VS

ACUTAL OPENING WIDTH

CODE DATA

1. APPLICABLE CODES & STANDARDS

1.1 INTERNATIONAL BUILDING CODE (IBC), 2015

1.2 NFPA 101, LIFE SAFETY CODE, 2015

1.2 NATIONAL CEMETERY ADMINISTRATION DESIGN GUIDE, 1999

1.3 ARCHITECTURAL BARRIERS ACT (ABA), 2015

1.4 VA PHYSICAL SECURITY REQUIREMENTS, 2015

1.5 VA FIRE DESIGN MANUAL, 2015

1.6 VA BARRIER FREE DESIGN, 2017

1.7 VA SIGNAGE DESIGN MANUAL, 2015

4. MINIMUM CONSTRUCTION TYPE

4.1 TYPE II-B

3. BUILDING HEIGHT & AREA LIMITATIONS - IBC CHAPTER 5

3.1 TABLE 504.3 ALLOWABLE HEIGHT = 55', ACTUAL = 26'-6"

3.2 TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE = 2, ACTUAL = 1

3.3 TABLE 506.2 ALLOWABLE AREA = 17,500 SF, ACTUAL = 3,880 SF

5. FIRE RESISTIVE REQUIREMENTS - IBC CHAPTER 6

5.1 PRIMARY STRUCTURAL FRAME = 0-HOUR RATING

5.2 BEARING WALLS, EXTERIOR = 0-HOUR RATING

5.3 BEARING WALLS, INTERIOR = 0-HOUR RATING

5.4 NON-BEARING WALLS & PARTITIONS, EXTERIOR = 0-HOUR RATING

5.5 NON-BEARING WALLS & PARTITIONS, INTERIOR = 0-HOUR RATING

5.6 FLOOR CONSTRUCTION = 0-HOUR RATING

5.7 ROOF CONSTRUCTION = 0-HOUR RATING

6. MEANS OF EGRESS - NFPA CHAPTER 42

6.1 EGRESS CAPACITY - TABLE 7.3.3.1 = 0.2" PER OCCUPANT X 39 OCCUPANTS =

7.8" REQUIRED, 68" PROVIDED

6.2 MINIMUM NUMBER OF EXITS - 42.2.4.1 = 2 REQUIRED, 2 PROVIDED

6.3 MINIMUM WIDTH OF DOORS - 7.2.1.2.3.2 = 32", 34" PROVIDED

6.4 COMMON PATH OF TRAVEL - TABLE 42.2.5 = 50', ACTUAL = 0'-0"

6.5 TRAVEL DISTANCE TO EXITS - TABLE 42.2.6 = 200', ACTUAL = 26'-0"

6.6 DEAD END CORRIDORS - TABLE 42.2.5 = 50', ACTUAL = 0'

2. OCCUPANCY CLASSIFICATIONS - IBC CHAPTER 3

2.1 GROUP S-1 STORAGE

3880 SF

MATERIAL STORAGE

E X

IT

B

.2 x

" M

IN

A C

T U

A L

E X

IT

A

.2 x

.8

" M

IN

A C

T U

A L

OCCUPANCY

S-1PATH A

PATH B

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

John R. Guerber

03/19/19 52755

LIFE SAFETY PLAN

GI111

JMH JRG 80

LIFE SAFETY ANALYSIS - AREA SCHEDULE

NAME AREA USE CLASSIFICATION (2015 IBC, TABLE 1004.1.2)

DESIGN OCCUPANT LOAD

LOAD

FACTOR

GROSS OR

NET

OCCUPANTS

LEVEL 1

MATERIAL STORAGE 3880 SF Industrial Areas 100 SF Gross 39

Grand total 3880 SF 39

EGRESS PATH SCHEDULE

PATH NAME TRAVEL DISTANCE

MAXIMUM

ALLOWABLE

PATH A 26'-0" 200'-0"

PATH B 26'-0" 200'-0"

SCALE: 1/16" = 1'-0"

E9

LIFE SAFETY PLAN

B

A

59'-4"

64'-0"

1'-0"

11'-8"

1'-0"

11'-8"

1'-0"

11'-8"

1'-0"

11'-8"

1'-0"

11'-4"

1'-0"

1'-0"

1'-0"

6" CONCRETE SLAB ON GRADE

REINF W/ #4 EPOXY COATED @

16"OC EW

TSE = VARIES

SEE NOTES 9-11 FOR ADDL INFO

TFE = 94'-8"

TYP, UNO

14'-0"

B1

SB501

SIM

TYP

20'-8"

23'-4"

15'-4"

5'-0"

5'-0"

15'-4"

23'-4"

20'-8"

D4

SB501

D4

SB501

D2

SB501

D2

SB501

D2

SB501

D2

SB501

D1

SB501

TYP OF 4

WARP FLOOR TOWARD DOOR

W

AR

P

FL

O O

R T

O W

AR

D

D O

O R

TSE = 100'-0"

AT DOORS

TSE = 100'-0"

AT DOORS

TSE = 100'-3"

S

LO

P E

FLO

O

R

S

LO

P E

FLO

O

R

SLOPE FLOOR AT EACH

STORAGE ENCLOSURE, T

YP

FOUNDATION PLAN NOTES

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING SS001

2. FOR SLAB CONSTRUCTION (CJ) & CONTROL (CJT) JOINTS SEE

3. PROVIDE THICKENED SLAB BELOW INTERIOR CMU PARTITIONS ON CONCRETE

FLOOR SLABS. FOR THICKENED SLAB DETAIL SEE

4. FOR BELOW GRADE UTILITY LINES AT BUILDING PERIMETER PROVIDE THICKENED

CONTINUOUS FOOTING PER DETAIL IF CONDITIONS AT UTILITY LINES

REQUIRE ALTERNATE METHODS NOTIFY CONTRACTING OFFICER

5. RECESS CONC SLAB AS REQUIRED AT FLOOR DRAINS. SEE ARCHITECTURAL FLOOR

PLANS AND FINISH SCHEDULE FOR LOCATIONS.

6. PROVIDE VAPOR RETARDER BELOW SLABS - SEE

7. PROVIDE STONE BASE BELOW SLABS PER

8. FOR CORNER BAR DETAIL- SEE

9. FOR SLAB WARMING SYSTEM (ALTERNATE 4) - SEE MECH. FOR UNDERFLOOR RIGID

INSUL - SEE ARCH

10. BASE BID: PROVIDE 7 LBS/CUBIC YARD FIBER REINFORCING IN FLOOR SLAB.

PROVIDE HEAVY DUTY METALLIC FLOOR HARDENER FINISH.

11. ALTERNATE 2: OMIT FIBERS & METALLIC FLOOR HARDENER. PROVIDE 6" CONCRETE

SLAB W/ #4 @16" OC TOPPED WITH 1 1/2" HIGH STRENGTH CONCRETE/AGGREGATE

TOPPING (EUCO FLOOR 202 BY EUCLID OR EQUAL)

/B1 SB501

/D2 SB501

/B7 SB501

/B5 SB501

/B5 SB501

/C9 SB501

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

Ahmet Senyurekli

47166

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

FOUNDATION PLAN

SB111

AXS DJF 81

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

F1

FOUNDATION PLAN

N

2'

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

0 4' 8'

B

A

11 5/8" C M

U

5'-6 3/8"

9 EQ

SPA

5'-8"O

C

5'-6 3/8"

11 5/8" C M

U

59'-4"

64'-0"

DBE = 126'-0"

DBE = 124'-8"

SLOPE DOWN

D E

C K

S P

A N

1 1/2" 22GA TYPE B

METAL ROOF DECK

EL = VARIES

32LH10

32LH10

32LH10

32LH10

32LH12

32LH12

32LH12

32LH10

32LH10

32LH10

ERU-1

2491 LBS

C1

SF501

B9

SF501

B9

SF501

C1

SF501

SF501

B5

11 5/8" C

MU

11 5/8" C

MU

ROOF FRAMING PLAN NOTES

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING SS001

2. DBE INDICATES DECK BEARING ELEVATION.

3. FOR OPENINGS THROUGH ROOF SEE MECHANICAL DRAWINGS.

PROVIDE ROOF FRAME AT EACH OPENING SEE

4. TYPICAL ROOF DECK FASTENING: 5/8"Ø PUDDLE WELD IN 36/7 PATTERN.

PROVIDE 1 SIDELAP SCREW EACH SPAN. SEE SPECIFICATIONS FOR ALTERNATE

DECK FASTENING METHODS.

5. JOISTS TO BE DESIGNED FOR WIND UPLIFT SEE DETAIL

6. WHERE JOIST CHORD CONCENTRATED LOADS DO NOT OCCUR WITHIN 0'-6" OF

PANEL POINT, REINFORCE JOIST PER

7. FOR LATERAL LOADS TO JOIST SEATS SEE

/B1 SF501

/B9 SS001

/B2 SF501

/B4 SF501

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

Ahmet Senyurekli

47166

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

ROOF FRAMING PLAN

SF111

AXS DJF 82

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

F1

ROOF FRAMING PLAN

N

2'

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

0 4' 8'

A E

B

A E

B

A E

D

A E

D

D7

AE311

D7

AE311

B

A

64'-0"

59'-4"

16'-4"

3'-4" 2'-0"

16'-0"

14'-0"

12'-8"

12'-8"

12'-8"

12'-8"

11'-4"

C12

C12

C12

C12

8'-0" H

IG

H

8'-0" H

IG

H

8'-0" H

IG

H

8'-0" H

IG

H

MULCH BIN

SOIL BIN

CLASS 5 BIN

SAND BIN

SALT BIN

DRIVE LANE

SCREENING AREA

107B

106A107A

F7

AE311

F7

AE311

106B

F2

AE311

F5

AE311

AF01

TYP

AE511

D6

ABOVE

16'-0"

2'-0"

3'-4"

16'-4"

AF02

AF03

AF03

AF03

MECH

8'-0"

12'-0"

M8

M8

10'-0" HIGH

10'-0" HIGH

FD

FD

FD

FD

1S4A

FIRE RATING

1 = 1 HOUR

MATERIAL

C = CONCRETE

S = STUD

M = CMU

NOMINAL THICKNESS

1 = 1 5/8" 2 = 2-1/2" 4 = 3-5/8" 6 = 6" 8 = 8" 10 = 10"

OPTIONS

H = PARTIAL HEIGHT WALL

1. ALL PARTITIONS GO TO DECK UNLESS NOTED OTHERWISE.

2. PROVIDE WATER RESISTANT GWB AT ALL WET LOCATIONS.

3. PROVIDE CEMENTITIOUS BACKING PANELS AT WALL TILE

LOCATIONS.

NOTES

PARTITION TYPES

FLOOR PLAN NOTES

1. PENETRATIONS THROUGH NON-RATED FLOORS, WALLS AND OTHER ASSEMBLIES

SHALL BE SEALED AT BOTH SIDES WITH MATERIALS APPROPRIATE TO THE

ASSEMBLY CONSTRUCTION TO REDUCE SOUND TRANSMISSION.

2. PENETRATIONS THROUGH FIRE-RATED FLOORS, WALLS, AND OTHER ASSEMBLIES

SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT

CONFORM TO UL OR OTHER APPROVED LISTINGS AND MATCH THE RATING OF

THE CONSTRUCTION BEING PENETRATED.

3. PROVIDE BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED ITEMS

(INCLUDING, BUT NOT LIMITED TO, MARKER BOARDS, SIGNAGE, CASEWORK,

MILLWORK AND TOILET ACCESSORIES).

4. PROVIDE BLOCKING AT RAILINGS AND GUARDRAILS CAPABLE OF SUPPORTING

THE POINT AND UNIFORM LOADS REQUIRED BY CODE.

5. VERIFY CLEARANCES REQUIRED FOR INSTALLATION OF RECESSED OR SEMI-

RECESSED EQUIPMENT AND FIXTURES (E.G. CABINETS, DISPENSERS, PANELS,

ETC.). NOTIFY CONTRACTING OFFICER IMMEDIATELY IF SPECIFIED WALL TYPES

DO NOT PROVIDE ADEQUATE SPACE FOR PROPER INSTALLATION.

6. FLOOR PLAN DIMENSIONS ARE LOCATED FROM THE FINISHED FACE OF

PARTITIONS, UNLESS NOTED OTHERWISE.

7. MASONRY DIMENSIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

8. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN.

9. INTERIOR PARTITION TYPE INFORMATION IS LOCATED ON SHEET AE511.

10. EXTERIOR WALL CONSTRUCTION SHOWN ON WALL SECTIONS.

11. LOCATE DOOR FRAMES 4” CLEAR FROM ADJACENT PERPENDICULAR WALLS

UNLESS NOTED OTHERWISE.

12. SEE GI003 FOR MOUNTING HEIGHTS OF PLUMBING FIXTURES AND ACCESSORIES.

B

A

AC01

AC02

F6

AE511

CEILING PLAN NOTES

1. MECHANICAL AND ELECTRICAL INFORMATION SHOWN IS INTENDED ONLY TO

COMMUNICATE DESIGN INTENT. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS FOR DETAILED INFORMATION. NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES NOTED PRIOR TO COMMENCEMENT OF WORK.

2. COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORTS, DEVICE LOCATIONS,

CLEARANCES, ETC. WITH EQUIPMENT INSTALLERS AND SUPPLIERS PRIOR TO

INSTALLATION.

3. ACOUSTICAL PANEL CEILING GRIDS OR PANELS SHALL BE CENTERED IN ROOMS

UNLESS OTHERWISE NOTED OR DIMENSIONED.

4. ALL CEILING MOUNTED ITEMS (LIGHT FIXTURES, SPRINKLER HEADS, SPEAKERS,

ETC.) SHALL BE CENTERED IN ACOUSTICAL CEILING PANELS OR GYPSUM BOARD

SOFFITS UNLESS OTHERWISE NOTED OR DIMENSIONED.

5. SPACE LIGHT FIXTURES EVENLY IN ROOMS, BAYS, SPACES, ETC. AND CENTER

BETWEEN EXPOSED STRUCTURAL ELEMENTS WHERE APPROPRIATE.

6. DIMENSIONS TO CEILING-INSTALLED ITEMS ARE TO CENTERLINE OF FIXTURE OR

EQUIPMENT UNLESS NOTED OTHERWISE.

7. LOCATE CONTROL JOINTS IN GYPSUM BOARD CEILINGS, SOFFITS, BULKHEADS, AND

FASCIAS AS INDICATED ON DRAWINGS OR AS SPECIFIED AND TO ALIGN WITH THOSE

IN WALLS BELOW. VERIFY PROPOSED LAYOUT WITH CONTRACTING OFFICER PRIOR

TO INSTALLATION.

8. PAINT ALL CONDUITS, DUCTWORK, SUPPORTS, HANGERS, ETC. THAT WILL REMAIN

EXPOSED TO VIEW. MATCH COLOR INDICATED FOR STRUCTURE (PNT-1) UNLESS

NOTED OTHERWISE.

CEILING PLAN LEGEND

LIGHT FIXTURES

EXIT LIGHT

B

A

STRUCTURAL SLOPE

AR03

AR05

STRUCTURAL SLOPE

F2

AE311

F5

AE311

A4

AE511

AR06

C4

AE511

FRAME TYPE

2"

SCHEDULE

SEE DOOR 2"

2"

DOOR TYPES

FLUSH

SCHEDULE

SEE DOOR

F

IN CONCRETE

IN CMU/CONCRETE

HEAD

JAMB

HEAD

JAMB

SILL

OHS

INSULATED

INSULATED

C4

AE511

F4

AE511

E4

AE511

C1

AE511

F1

AE511

S E

E D

O O

R S

C H

E D

U

LE

S E

E D

O O

R S

C H

E D

U

LE

IN CMU

HEAD

JAMB

F8

AE511

F9

AE511

CONCRETE OR BITUMINOUS

DRIVEWAY

16"Ø CONCRETE FOOTING

6"Ø SCHEDULE 40 STEEL PIPE -

GALVANIZED - FILL PIPE WITH

CONCRETE

4' -0

4'

-0

EXTERIOR

CONCRETE SURROUND - SLOPE

AWAY FROM GUARDPOST AT

1/4"/FOOT

BACKER ROD AND SEALANT

AROUND ENTIRE FOOTING

3/16" GALVANIZED STEEL CAP

WELDED WATER TIGHT

8' -0

INSTALL REFLECTIVE STRIPE AT

TOP OF BOLLARD AFTER CAP IS

INSTALLED

6"Ø SCHEDULE 40

GALVANIZED PIPE

4' -0

3/16" GALVANIZED STEEL

CAP SHOP WELD WATER

TIGHT

STEEL SPOOL

1/4"

INTERIOR

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

John R. Guerber

03/19/19 52755

FLOOR, CEILING & ROOF PLANS

AE111

JMH JRG 83

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

F5

FLOOR PLAN

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

F1

CEILING PLAN

KEYNOTE LEGEND

KEY DESCRIPTION

AC01 OPEN TO STRUCTURE

AC02 MECHANICAL EQUIPMENT, SEE MECH

AF01 6" DIA GUARD POST

AF02 CONCRETE STOOP, SEE STRUCTURAL

AF03 PRECAST CONCRETE SPLASH BLOCK

AR03 PREFINISHED METAL FASCIA

AR05 MECHANICAL EQUIPMENT, SEE MECH.

AR06 TAPERED INSULATION CRICKET, 1/2" PER FOOT SLOPE

DOOR SCHEDULE

DOOR NO.

DOOR

HDWE SET

DOOR FRAME

LABEL HOURWIDTH HEIGHT TYPE MAT'L FIN. TYPE MAT'L FIN.

106A 16'-0" 16'-0" 33 OHS STL MFR STD -- -- MFR STD --

106B 16'-0" 16'-0" 33 OHS STL MFR STD -- -- MFR STD --

107A 3'-0" 7'-0" 14 F HM P-2 1 HM P-2 --

107B 3'-0" 7'-0" 14 F HM P-2 1 HM P-2 --

108 3'-0" 7'-10" 7 F HM P-2 1 HM P-2 --

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

C1

ROOF PLAN

NN

N

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

B4

DETAIL - GUARDPOST

LEVEL 1

100'-0"

ROOF

124'-8"

BA

'-8

AE03

AE02

AE07

AE01

F2

AE311

AE06

LEVEL 1

100'-0"

ROOF

124'-8"

'-8

AE01

AE05

AE07F5

AE311

AE06

LEVEL 1

100'-0"

ROOF

124'-8"

1 2

AE01

AE07 F5

AE311

AE06

LEVEL 1

100'-0"

ROOF

124'-8"

B A

'-8

16'-0" 2'-0" 3'-4" 16'-4"

AE02

AE03

AE05

AE07

AE01

F2

AE311

AE06

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

John R. Guerber

03/19/19 52755

EXTERIOR ELEVATIONS

AE211

JMH JRG 84

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

B1

SOUTH ELEVATION

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

B5

EAST ELEVATION

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

D1

WEST ELEVATION

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

D5

NORTH ELEVATION

KEYNOTE LEGEND

KEY DESCRIPTION

AE01 1 1/2" METAL PANEL, MP-2

AE02 OVERHEAD DOOR 16'-0" X 16'-0"

AE03 EXTERIOR DOOR 3'-0" X 7'-0"

AE05 PREFINISHED ALUMINUM DOWNSPOUT

AE06 6" DIA BOLLARD

AE07 MECHANICAL EQUIPMENT

LEVEL 1

100'-0"

ROOF

124'-8"

1 2

8" CONCRETE STEM WALL

8' -0

EXTERIOR WALL ASSEMBLY 5

EXTERIOR WALL ASSEMBLY 7

ROOF ASSEMBLY 1

FLOOR ASSEMBLY 2

OVERHEAD DOOR

LEVEL 1

100'-0"

ROOF

124'-8"

BA

8' -0

EXTERIOR WALL ASSEMBLY 5

EXTERIOR WALL ASSEMBLY 6

EXTERIOR WALL ASSEMBLY 7

ROOF ASSEMBLY 1

FLOOR ASSEMBLY 2

LEVEL 1

100'-0"

ROOF

124'-8"

EXTERIOR WALL ASSEMBLY 5

EXTERIOR WALL ASSEMBLY 7

ROOF ASSEMBLY 1

FLOOR ASSEMBLY 2

116'-0"

AE511

C1

AE511

B6

F1

AE511

GUARDPOST, TYP

EXTERIOR ASSEMBLY TYPES

EXTERIOR WALL ASSEMBLY 5

• 1 1/2" METAL PANEL PER 07 40 00

• 2 1/2" RIGID INSULAITON (R-13.3 MIN) PER 07 21 13

• VAPOR RETARDER PER 07 21 13

• 12" CMU PER 04 20 00, SEE STRUCTURAL

EXTERIOR WALL ASSEMBLY 6

• 1 1/2" METAL PANEL PER 07 40 00

• 2 1/2" RIGID INSULATION (R-13.3 MIN) PER 07 21 13

• VAPOR RETARDER PER 07 21 13

• 12" CAST-IN-PLACE CONCRETE PER 03 30 53, SEE STRUCTURAL

EXTERIOR WALL ASSEMBLY 7

• 12" CAST-IN-PLACE CONCRETE PER 03 30 53, SEE STRUCTURAL

• BITUMINOUS DAMPROOFING PER 07 11 13

ROOF ASSEMBLY 1

• EPDM MEMBRANE PER 07 53 23

• COVER BOARD PER 07 22 00

• 6" RIGID INSULATION (R-30 MIN) PER 07 22 00

FLOOR ASSEMBLY 2

• CONCRETE SLAB PER 03 30 53, SEE STRUCTURAL

• 4" RIGID INSULATION (R-20 MIN)

• VAPOR BARRIER PER 03 30 53

LEVEL 1

100'-0"

ROOF

124'-8"

B

163 SF

SAND BIN

EXTERIOR WALL ASSEMBLY 5

EXTEROR WALL ASSEMBLY 6

EXTERIOR WALL ASSEMBLY 7

FLOOR ASSEMBLY 2

ROOF ASSEMBLY 1

PREFINISHED METAL GUTTER

TOP OF STEM WALL

108'-0"

AE511

B8

AE511

D8

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

John R. Guerber

03/19/19 52755

BUILDING & WALL SECTIONS

AE311

JMH JRG 85

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

D7

BUILDING SECTION - NORTH/SOUTH

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

F7

BUILDING SECTION - EAST/WEST

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

F2

WALL SECTION AT OVERHEAD DOOR

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

F5

WALL SECTION AT STEM WALL

ROOF ASSEMBLY 1

16 GAUGE GALVANIZED PANEL

CAP FASTENED W/ SCREWS 1'-0"

O.C.

4" WIDE PREFINISHED STRAP

ANCHORS. 5'-0" OC WITH

STRAPS WITHIN 12" OF TOP

AND BOTTOM

3/16"X1-1/2" GALV. BRACKET AT

36" OC MIN.-PREFINISHED TO

MATCH GUTTER

PREFINISHED CONTINUOUS

GUTTER.(6"W X 6"D) SLOPE TO

DOWNSPOUTS 1/8" PER FOOT

MINIMUM. PROFILE FRONT TO BE 1"

LOWER THAN BACK PROFILE

PREFINISHED METAL DOWNSPOUT -

CLOSED FACE (5-1/2" WIDE x 5-1/2"

DEEP)

FAB LOCK ANCHOR TO

METAL WALL PANEL

STAGGER LOCATION OF GUTTER

STRAPS AND BRACKETS

3/16" X 1" GALV. STRAPS

PREFINISHED TO MATCH GUTTER,

3'-0" O.C.

PRE-DRILL GUTTER FOR HIGH

STRENGTH RIVET - DO NOT

PUNCTURE ROOF MEMBRANE

FOR ADDITIONAL INFOMATION, SEE

B6

AE511

FLOOR

ASSEMBLY 2

SELF ADHERING MEMBRANE

FLASHING OVER METAL FLASHING

EXTERIOR WALL ASSEMBLY 6

PREFINISHED METAL FLASHING

BY METAL PANEL PROVIDER

VAPOR RETARDER

EXTERIOR WALL ASSEMBLY 7

SEE CIVIL FOR GRADING OR PAVING

DOOR SEAL

SECTIONAL DOOR ASSEMBLY

BOND BEAM - SEE

STRUCTURAL NOTES

SELF ADHERING MEMBRANE

FLASHING OVER METAL FLASHING

PREFINISHED METAL FLASHING

BY METAL PANEL PROVIDER

VAPOR RETARDER

EXTERIOR WALL ASSEMBLY 5

SEALANT EACH SIDE

HOLLOW METAL DOOR AND

FRAME, GROUT FRAME SOLID

BOND BEAM - SEE STRUCTURAL NOTES

2"

PREFINISHED METAL DRIP EDGE

AT EXTERIOR DOORS

SELF ADHERING MEMBRANE

FLASHING OVER METAL FLASHING

PREFINISHED METAL FLASHING

BY METAL PANEL PROVIDER

VAPOR RETARDER

1"

T.O. WALL

108'-0"

HOLLOW METAL FRAME WITH THREE

ANCHORS PER JAMB GROUT FRAME

SOLID

CONTINUOUS SEALANT-

BOTH SIDES

CONC. WALL TO 8'-0"H AND CMU

ABOVE, GROUT CORES SOLID AT

BEARING - SEE STRUCTURAL

NOTES FOR REINFORCING

PREFINISHED METAL CLOSURE

BY METAL PANEL PROVIDER

CONT. SEALANT TAPE

DOOR TRACK & MOUNTING

ANGLE

DOOR SEAL

SECTIONAL DOOR

6"DIA GUARDPOST, TYP

2 8

PREFINISHED METAL CLOSURE

BY METAL PANEL PROVIDER

CONT. SEALANT TAPE

1' -0

1'

-0

CONC. WALL TO 8'-0"H AND CMU

ABOVE, GROUT CORES SOLID AT

BEARING - SEE STRUCTURAL

NOTES FOR REINFORCING

DOOR AS SCHEDULED

ALUMINUM THRESHOLD SET IN BED

OF MASTIC, 1/2" MAX HEIGHT

WALL BEYOND

CONC STOOP, SEE STRUCTURAL

COMPRESSIBLE FILLER

FLOOR

ASSEMBLY 1

CONC SLAB &

FOUNDATION

CONT. SEALANT TAPE

E Q

EQ.

CONC. WALL BELOW

EXTERIOR WALL ASSEMBLY 5

PREFINISHED METAL FLASHING

BELOW

VAPOR RETARDER

CONC. WALL TO 8'-0"H AND CMU

ABOVE, GROUT CORES SOLID AT

BEARING - SEE STRUCTURAL

NOTES FOR REINFORCING

METAL DECK - FIELD VERIFY

CONNECTION TO CMU AND

TERMINATION POINT IN RELATION

TO THE EXTERIOR FACE OF CMU

STEEL BAR JOIST - SEE STRUCTURAL

8" CMU WALL

SEALANT

1/2" DIA ANCHOR BOLTS AT 4'-0"O.C.

SET BACK MIN 2 1/2" FROM EXTERIOR

FACE OF CMU. WOOD NAILERS TO BE

6" WIDE X TOTAL OF THICKNESS OF

ROOF INSULATION

FILL VOID MIN. 1" WIDE OR LARGER W/

FOAM-IN-PLACE INSULATION TO DECKINGROOF ASSEMBLY 1

22GA GALV. CONT. CLOSURE

FASTENED AT 6" OC

24GA PREFINISHED METAL GRAVEL

STOP FASTENED AT 6" OC

EXTEND FIELD MEMBRANE BELOW

WOOD NAILERS

LAP SEALANT

EPDM FLASHING ROOF MEMBRANE

METAL PANEL MP-2 ON

2 1/2" HORIZONTAL Z FURRING

AT 1'-4" OC W/ 2 1/2" RIGID

INSULATION

VAPOR RETARDER

8"

EPDM MEMBRANE

TWO PIECE SLIP JOINT COVER

STAINLESS STEEL CLAMP

BAND

PREFABRICATED PIPE BOOT

FILL WITH SPRAY IN PLACE

FOAM

PLUMBING VENT STACK

6" RIGID INSULATION (R-30 MIN)

HOT AIR WELD

SEALANT

PROTECTION BOARD

FILL VOID MIN. 1" WIDE OR LARGER

W/ FOAM-IN-PLACE INSULATION TO

DECKING

EPDM MEMBRANE

TAPERED RIGID INSULATION SADDLE WITH 1/2"

PER 1'-0" SLOPE, INSTALL ON HIGH SIDE OF

CURB ONLY

60 MIL. FULLY ADHERED EPDM

FLASHING ROOF MEMBRANE

24GA PREFINISHED METAL COUNTER

FLASHING FASTEN WITH HIGH-DOMED

CAPPED (NO. 10) 1 1/2" GALVANIZED

SCREW AND NEOPRENE WASHER

FOAM NEOPRENE ISOLATOR PAD

6" RIGID INSULATION (R-30 MIN)

ROOF EQUIPMENT

HOT AIR WELD

S C

H E

D U

LE

S

S E

E M

E C

H

CONTINUOUS DECAY-RESISTANT 2X

PRESERVATIVE TREATMENT WOOD NAILER

FASTENED WITH (2) ROWS OF

NO. 10 X 3" LONG GALVANIZED SCREW AT 2'-0"

OC WITH 5/8" OD GALVANIZED STEEL WASHER

FULLY ADHERE FIELD MEMBRANE

3" UP VERTICAL SURFACE

PROTECTION BOARD

3" 2" SEAM PLATES 12" O.C. BOTTOM OF PLATES

TO BE WITHIN 1/2" OF ROOF SURFACE

SEALANT

STAINLESS STEEL CLAMPING BAND

PREFABRICATED PIPE BOOT

FILL BOOT WITH SPRAY IN PLACE

FOAM OVER PERISHABLE AREAS

HOT AIR WELD

EPDM MEMBRANE

CONDUIT, GAS PIPE OR ROOF

HYDRANT.

STEEL PIPE SUPPORTS AT SIM

6" RIGID INSULATION (R-30 MIN)

FILL VOID MIN. 1" WIDE OR LARGER

W/ FOAM-IN-PLACE INSULATION TO

DECKING

PROTECTION BOARD

8"

CMU WALL, SEE FLOOR PLAN FOR

TYPE

HM FRAME, GROUT SOLID

DOOR AS SCHEDULED

BACKER ROD & SEALANT BOTH SIDES

BACKER ROD & SEALANT BOTH

SIDES

DOOR AS SCHEDULED

CMU WALL

SHIM

HM FRAME WITH THREE ANCHORS

PER FRAME GROUTED SOLID

BULLNOSE CORNER

1/2" PLYWOOD

PREFINISHED METAL TRIM

CMU, SEE FLOOR PLAN

6" METAL JOISTS AT 16" OC

NOTE: STORAGE OF MATERIALS

ON TOP OF MECH ROOM IS

PROHIBITED

TOP OF CMU

10'-0" AFF

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

John R. Guerber

03/19/19 52755

DETAILS

AE511

JMH YSK 86

SCALE: 3" = 1'-0"

B8

ROOF DETAIL - ROOF EDGE AT GUTTER

SCALE: 3" = 1'-0"

D8

SECTION - GRADE

SCALE: 3" = 1'-0"

C1

DOOR DETAIL - OVERHEAD DOOR HEAD

SCALE: 3" = 1'-0"

C4

DOOR DETAIL - HM DOOR HEAD

SCALE: 3" = 1'-0"

E4

DOOR DETAIL - HM DOOR JAMB

SCALE: 3" = 1'-0"

F1

DOOR DETAIL - OVERHEAD DOOR JAMB

SCALE: 3" = 1'-0"

F4

DOOR DETAIL - HM DOOR SILL

SCALE: 3" = 1'-0"

D6

PLAN - CORNER

SCALE: 3" = 1'-0"

B6

ROOF DETAIL - CMU ROOF EDGE

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

A1

ROOF DETAIL AT VENT STACK PENETRATION

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

A4

ROOF DETAIL - EQUIPMENT SUPPORT

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

A3

ROOF DETAIL - SMALL DIAMETER PENETRATIONS

SCALE: 3" = 1'-0"

F8

SECTION - HM DOOR HEAD AT CMU

SCALE: 3" = 1'-0"

F9

PLAN - HM DOOR JAMB AT CMU

SCALE: 3" = 1'-0"

F6

SECTION - LID AT MECH 108

B

A

IRH-1

IRH-1

HB-1

CONNECT TO WATER

MAIN, SEE CIVIL PLANS

CONNECT TO NAT.

GAS MAIN SEE CIVIL

PLANS

GAS PIPE UP THROUGH

ROOF

GAS PIPE ROUTED ON SIDE OF

BUILDING UP TO ROOF. SEE

ROOF PLAN FOR CONTINUATION

GAS METER

683 CFH

HYD-1

HYD-1

3/4"

3/4"

3/4"

HB-1

3/4"

1" WATER METER

1" G

1 1/2" G

1" G

FD-1

FD-1

FD-1

4" SS

4" SS

4" SS

4" SS

3" SS

FD-2

4" SS

3/4" CW

1" CW

SANITARY SEWER PIPING

BELOW SLAB-TYPICAL

SANITARY SEWER PIPING

BELOW SLAB-TYPICAL

4" SS

4" SS

INV. EL. 42" BELOW GRADE

275 GALLON SAND/OIL SEPARATOR

STRIEM MODEL FLI 275

4" SSB-1

2" G

3/4"G -CONNECT

TO B-1

3/4"G UP

THROUGH ROOF

B

A

1-1/2" G

DOWN TO

IRH-1

ERV-1

GAS PIPING DN ON

OUTSIDE OF BUILDING

TO GAS METER- SEE

PLUMBING FLOOR PLAN

2" G 1 1/2" G

2" G

2" G

3/4" G

3/4"G DN TO RADIANT HEAT

BOILER B-1

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

Chad M. Eslinger

48710

PLUMBING FLOOR PLAN

PL111

LLK GJH 87

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

F6

PLUMBING PLAN LEVEL 1 OVERALL

DOMESTIC FIXTURE SCHEDULE

ID DESCRIPTION FINISH

TRIM FLOW FIXTURE COLD

WATER

ROUGH-IN

PIPE SIZE SPECIFICATION REMARKSMANUFACTURER MODEL TYPE WATER FLOW

COLD

WATER

TEMP.

MAX. MIXED

WATER

TEMP.

HB-1 HOSE BIBB CHICAGO FAUCET

CO

952-CP MANUAL 3 GPM 40 40 1/2” INTERIOR HOSE BIBB WITH VACUUM BREAKER, 3/4" HOSE THREAD OUTLET, LOCK SHIELD CAP, AND REMOVABLE

"TEE" HANDLE. PROVIDE SHUTOFF VALVE IN COLD WATER SUPPLY AHEAD OF HOSE BIBB.

HYD-1 EXTERIOR WALL HYDRANT WOODFORD 67 MANUAL 3 GPM 40 40 3/4” NON-FREEZE TYPE WALL HYDRANT, WITH DOUBLE CHECK BACKFLOW PREVENTER, VALVE ON THE INSIDE OF THE WALL, SPOUT WITH BACKFLOW PREVENTER, AND LOOSE KEY SOCKET ON THE OUTSIDE OF THE WALL.

MAKE ARRANGEMENTS WITH THE GENERAL CONTRACTOR TO PROVIDE THE NECESSARY RECESS IN THE WALL.

WHERE A RISER TO A WALL HYDRANT OCCURS IN AN OUTSIDE WALL THE CONTRACTOR SHALL INSULATE THE CHASE WITH 2” STYROFOAM INSULATION ON ALL SIDES OF THE CHASE, EXCEPT THE INSIDE WALL OF THE

CHASE. PROVIDE SHUTOFF VALVE IN ACCESSIBLE LOCATION.

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

E2

PLUMBING PLAN ROOF

N N

FLOOR DRAIN SCHEDULE

TAG DESCRIPTION MANUFACTURER MODEL QTY

MATERIAL DESCRIPTION PRIMER

CONNECTION

WASTE VENT PRIMER

SPECIFICATION REMARKSDRAIN BODY STRAINER PIPE SIZE PIPE SIZE PIPE SIZE

FD-1 HEAVY DUTY FLOOR

DRAIN

JOSAM 37810 3 EPOXY COATED

CAST IRON

DUCTILE IRON No 4” 2” --- ON-GRADE CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, WEEPHOLES, HEAVY DUTY SQUARE DUCTILE

IRON STRAINER, AND NO HUB OUTLET.

FD-2 FLOOR DRAIN JOSAM 3000-A 1 EPOXY COATED

CAST IRON

NICKEL BRONZE No 3” 2” --- EPOXY COATED CAST IRON FLOOR DRAIN WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR WITH PRIMARY & SECONDARY WEEPHOLES, ADJUSTABLE ROUND HEEL PROOF NICKEL BRONZE STRAINER, AND NO

HUB OUTLET.

gjhaik Image

M

METER TO HAVE BOTH: DIRECT REGISTER READ (IN GALLONS)

AND REMOTE READABLITY (VIA PULSE INTIATOR)

ABOVE GROUND METER ASSEMBLY

AFFIXED TO BUILDING

NOTES:

1. PROVIDE A "DRESSER-TYPE" COUPLING ON METER ASSEMBLY

INSTALLATIONS IN VAULTS TO ALLOW FOR EASY REMOVAL OF FLANGED

COMPONENTS.2. METERING ASSEMBLY TO BE PROPERLY INSTALLED AND ADEQUATELY

SUPPORTED TO ALLOW FOR EASY MAINTENANCE, REPAIR AND REPLACEMENT.

PRESSURE REDUCING VALVE AND GATE VALVE

METER

PLATE/PIPE SUPPORT

METER ASSEMBLY MUST BE

PROPERLY SUPPORTED

AND LINE AFFIXED TO BLDG.

GATE VALVES

FINISHED WALL

WALL BOX FLANGE

X"

WALL CLAMP (IF USED)

INSIDE (BACK) OF WALL

3/4" INLET

CONNECTION

NOTE: LINE SIZES AS CALLED FOR ON SITE PLAN

(POLY)SERVICE SHUT-OFF VALVE

W/2" SQ. OPERATING NUT

4" CONCRETE PAD

FINISHED

GRADE

CAST IRON EXTENSION TYPE SERVICE BOX

TO BUILDING

SUPPLY

GAS MAIN, 10-45 PSIG

GAS PRESSURE REGULATOR

TEE W/BUSHING AND 3/8" PLUG

HOT TAP VALVE

SWING JOINT OUTLET

BUTT WELDED SERVICE TEE

PLUGGED TEE W/BUSHING AND 3/8" PLUG

GAS COCK(TYP.)

ANNODELESS RISER

INSULATING UNION

DIRT POCKET

GAS PIPE

UNION

LUBRICATED PLUG COCK

AS APPROVED BY LOCAL

CODE AUTHORITY

ROOFTOP EQUIPMENT

APPLIANCE REGULATORS

ROOF

G

PIPE CLAMP W/ VIBRA STRIP PIPE CUSHION

NOTES:

1. PAINT ALL METAL SURFACES WITH GLOSS BLACK RUST RESISTANT ENAMEL.

2. COORDINATE LOCATIONS OF PIPE SUPPORTS WITH ROOFING CONTRACTOR.

ADDITIONAL PAD

BY OTHERS

ROOF

PIPE PIER PIPE BLOCK

PIPE

FIRESTOPPING MATERIAL

IN ACCORDANCE WITH UL

723 OR 1479

SEALANT-JOINT 1/4"

MIN. WIDE BY 3/8" DEEP

PIPE

PIPE SLEEVE

ESCUTCHEON (TYPICAL

FOR FINISHED INTERIOR WALLS)

STANDARD CLEVIS PIPE HANGER

INSULATION PROTECTION SHIELD.

ROD, STEEL, GALVANIZED OR

ELECTRO-PLATED

HEX. NUTS WITH FLAT WASHERS,

GALVANIZED OR ELECTRO-PLATED

CONCRETE

EXPANSION

BOLT CASING

INSULATION WITH HIGH DENSITY

INSERT AT SUPPORT

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

Chad M. Eslinger

48710

PLUMBING DETAILS

PL511

LLK GJH 88

SCALE:1 : 1

B1

WATER METER DETAIL

SCALE:1 : 1

B3

FREEZEPROOF WALL HYDRANT DETAIL

SCALE:1 : 1

B5

TYPICAL GAS SERVICE CONNECTION DETAIL

SCALE:1 : 1

B8

GAS CONNECTION TO ROOFTOP EQUIPMENT DETAIL

SCALE:1 : 1

C1

GAS PIPE SUPPORT ON ROOF DETAIL

SCALE:1 : 1

C3

ABOVE GRADE PIPING RATED WALL PENETRATION DETAIL

SCALE:1 : 1

D5

CEILING HUNG PIPE SUPPORT FOR INSUL. PIPE DETAIL

B

A

1534 SF

DRIVE LANE

1061 SF

SCREENING AREA

163 SF

MULCH BIN

163 SF

SOIL BIN

163 SF

CLASS 5 BIN

163 SF

SAND BIN

155 SF

SALT BIN

G-1 (TYP.)

14ø OA

14ø OA

UP39x32 OA

50x20 EA UP

10ø OA

16ø OA

16ø OA

10ø OA 16ø OA

16ø OA

14ø OA

10ø OA

14ø OA

10ø OA

IRH-1

IRH-1

4ø

4ø

20x20

20x20

4" TYPE B FLUE UP

THROUGH ROOF

4" TYPE B FLUE UP

THROUGH ROOF

B-1

P-1

EUH-1

MANIFOLD TO AND

FROM RADIANT

HEATING SYSTEM

1 1/4" HWS

AS-1

MECH

IN FLOOR RADIANT HEATING AREA,

SEE RADIANT HEATING SCHEDULE

ABOVE.

ET-1 T

1 1/4" HWR

BOILER INTAKE

AND FLUE

ERU-1

CONTROL

PANEL

B-1

B

A

ERU-1

4" TYPE "B" FLUE

TERMINATE 3'-0"

ABOVE ROOF

4" TYPE "B" FLUE

TERMINATE 3'-0"

ABOVE ROOF

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

Chad M. Eslinger

48710

MECHANICAL FLOOR PLAN

MH111

LLK GJH 89

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

F6

HVAC FLOOR

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

F2

HVAC ROOF PLAN

GRILLES, REGISTERS AND DIFFUSERS SCHEDULE

ID DESCRIPTION MANUFACTURER MODEL QTY SYSTEM

FACE

SIZE

NECK DIFFUSER

TOTAL

LENGTH

BLADE DESIGN INSTALLATION

SPECIFICATION NOTESSIZE WIDTH HEIGHT THICKNESS SPACING

DEFLECTION ANGLE

ORIENTATION BORDER TYPESINGLE DOUBLE

G-1 LOUVERED DOUBLE DEFLECTION

GRILLE

TITUS 300FL 13 --- 20 6 0" 1/8” 3/4" 0.00° 0.00° DOUBLE-LONG TYPE 1 (SURFACE)

DEDICATED OUTDOOR AIR SYSTEM SUMMARY SCHEDULE - GAS

TAG MANUFACTURER MODEL NO. TYPE

SUPPLY AIR

EXHAUST

AIRFLOW

SUPPLY FAN RETURN FAN

SUMMER DESIGN ENERGY

RECOVERY

WINTER DESIGN ENERGY

RECOVERY

GAS-FIRED HEAT

EXCHANGER

UNIT

WEIGHT FLA MCA MOCP VOLT PH REMARKSFLOW

OA

MOTOR MOTOR

COOLING CAP CAP FUEL INPUT (BTU/H)QTY POWER QTY POWER

ERU-1 DAIKIN RN0183000003CB HORIZONTAL 5455 100 5455 1 5.0 hp 1 5.0 hp 134,360 306,352 342,300 2491.00 lbf

15 A 17 A 20 A 480 V 3

INFRARED HEATER SCHEDULE

MARK SERVES TYPE

GAS BURNER VACUUM EXHAUSTER

MANUFACTURER MODEL NOTES

HEATING

CAPACITY(MBH) GAS INPUT (CFH)

MINIMUM PRESSURE

(IN W.C.) MAXIMUM PRESSURE (IN W.C.) INLET OUTLET

ELECTRICAL MOTOR SPEED

(RPM) INLET

ELECTRICAL

VA VOLTAGE PHASE HZ HP VOLTAGE PHASE HZ

IRH-1 MSF LOW INTENSITY 115 115 5.5 14 1" 4" 0 0 0 0 0 4" 0.00 120 1 60 CORAYVAC CTH3-115

N N

NOTES:

1. UNIT PERIMETER ROOF CURB SHALL BE PROVIDED BY THE EQUIPMENT MANUFACTURER WITH THE SCHEDULE UNIT.

2. FOR CONTROL DIAGRAM, REFER TO DIAGRAM F1/MI701.

GAS-FIRED BOILER SCHEDULE

ID MANUFACTURER MODEL NO. ARRANGEMENT

GAS-FIRED HEAT EXCHANGER

GLYCOL

GAS-FIRED HEAT EXCHANGER

THERMAL

EFF

UNIT

WEIGHT FLA VOLT PH REMARKS

GAS BURNER WATERSIDE

INPUT CAP

FUEL

DESIGN FLOW EWT LWT PDTYPE PRESS AVAIL

B-1 RIELLO FAMILY PRO 42 IS WALL-MOUNT 94,169 87,577.2 NG 2.0 psi 30% 9 GPM 65 85 5 95% 90.00 lbf 1 A 120 V 1

CIRCULATING PUMP SCHEDULE

TAG MANUFACTURER MODEL NO. SYSTEM TYPE

PUMP MOTOR UNIT

WEIGHT MCA MOCP VOLT PH REMARKSTYPE DESIGN FLOW HEAD DRIVE TYPE BHP RPM ECM

P-1 BELL & GOSSETT ECOCIRL XL 55-45 RADIANT HEATING INLINE 9.1 GPM 20.0 FT 14 0 Yes 10.00 lbf 0 A 15 A 120 V 1

AIR SEPARATOR SCHEDULE

TAG SERVES FLOW PRESSURE DROP (IN H20) PIPE SIZE MANUFACTURER MODEL NOTES

AS-1 RADIANT HEATING 9 GPM 0.2 1 1/4" BELL & GOSSETT EASB-1-1/4 JR

ELECTRIC UNIT HEATER SCHEDULE

ID MANUFACTURER MODEL NO.

HEATING ELEMENT

UNIT

DIMENSIONS

UNIT

WEIGHT FLA VOLT PH REMARKSQTY POWER

AFF

ELEVATION

EUH-1 BERKO VFK151F 1 1.5 kW 7'-0" 22.00 lbf 13 A 120 V 1

MATERIAL HANDLING FLOOR 1 3500 0 SLAB OG/CONCRETE EMBEDDED hePEX 1/2" 12 10 310 12 20 60 20 9.1 13.7 3.1 16.8 85

ROOM HEATING ZONE # HEATED AREA UNHEATED AREA CONSTRUCTION ATTACHMENT METHOD TUBE TYPE TUBE SPACING LDR. LENGTH AVG. LOOP LENGTH

LOOPS

ROOM LOAD PER SQ FT SURFACE TEMP DESIGN TEMP DROP FLOWRATE (TOTAL) HEAD LOSS SUPPLY AND RETURN HEAD LOSS TOTAL HEAD LOSS FLUID TEMP SUPPLIED

RADIANT HEATING SCHEDULE

EXPANSION TANK SCHEDULE

TAG MANUFACTURER MODEL NO. TYPE

VOLUME (GAL) PRESSURE (PSI) UNIT DIMENSIONS UNIT

WEIGHT REMARKSACTUAL ACCEPTANCE FILL RELIEF HEIGHT DIAMETER

ET-1 BELL & GOSSETT HFT-15 FIXED DIAPHRAM 2 1 12 27 1'-0 1/2" 8" 55.70 lbf

MAIN OR BRANCH GAS PIPING

(BY OTHERS)

MAXITROL GAS PRESSURE

REGULATOR (BY OTHERS)

SHUT-OFF VALVE (INCLUDED

W/ BURNER)

END VENT PLATE FOR END BURNER ONLY

EMITTER TUBE

COMBUSTION CHAMBER ASSEMBLY

CORD AND PLUG (INCLUDED W/ BURNER)

CONDUIT TO ADDITIONAL BURNERS

AND

THEN TO CONTROL PANEL, 120V

WIRING. (BY OTHERS)

120V, 1ø RECEPTICLE (BY OTHERS)

GAS NIPPLE

12"2"

COUPLING

BURNER

4" TUBE

5/8" STAINLESS STEEL FLEX GAS CONNECTOR

(P/N 91412200, INCLUDED W/ BURNER)

CONDENSATE PIPING TO

FLOOR DRAIN

CONDENSATE TRAP

8" LONG BOOT W/ 2

CLAMPS

VACUUM PROVING

SWITCH

SUSPEND FROM

STRUCTURE

1.5 CONDUIT TO CONTROL

PANEL, 120V WIRING (BY

OTHERS)

CONDUIT TO CONTROL

PANEL/RELAY, WIRING

(LINE/LOW VOLTAGE) AS

REQUIRED

DAMPER

MOTOR

4" TAILPIPE

VACUUM PUMP

6" MIN.

9" MIN.

STACK DIAMETER.

12" MIN.

2"

FLASHING

2"

45°

FLUE

METALBESTOS

WEATHERPROOF CAP.

MIN. 3'-0" OR

AS REQUIRED

BY LOCAL

CODES.

METALBESTOS

STORM COLLAR.

1 x ANGLE SUPPORTS

ON 4 SIDES.

(4) GUSSET PLATES

ROOF CONSTRUCTION

9" MIN. OR MAX.

SNOW DEPTH

10 GA.

VENTILATED

ROOF SLEEVE

8'-0"

8'-0"

8'-0"

SPACING

MAXIMUM

SUPPORT ANGLE

HORIZONTALHANGER

ANY SIDE

MAX LENGTH

HANGER SIZES FOR RECTANGULAR DUCT

1"MIN.

DUCT

SHEET METAL STRAP 1" (25.4mm) WIDE, OF SAME METAL

GAUGE AS DUCT.

STEEL ANGLE, NOT LESS THAN 1"x 1"x 1/8" (25.4 x 25.4 x 3 mm), SIZED TO MATCH DUCT.

SHEET METAL BAND, 1" (25.4mm) WIDE OF SAME METAL

GAUGE AS DUCT.

ALL THREAD HANGER ROD WITH ACCESSORIES AS USED

FOR LIGHT PIPE HANGER.

SELF TAPPING CADMIUM PLATED HEX HEADED SHEET

METAL SCREW STRAPS TO BE TIGHT AGAINST DUCT.

KEY NOTES

30'' 1"x 18 GAGE STRAP NONE REQUIRED 10'-0"

36''

48''

60''

84''

1/4 ROUND ROD

1/4 ROUND ROD

5/16 ROUND ROD

3/8 ROUND ROD

1 1/2"x 1 1/2"x 1/8"

2"x 2"x 1/8"

2"x 2"x 1/8"

2"x 2"x 1/8"

8'-0"

ISOLATION

VALVE

CAPPED VALVE

HEAD

SUPPLY

MANIFOLD

SUPPLY PIPING TO IN-

FLOOR LOOP

RETURN

MANIFOLD

CONTROL

VALVE

ISOLATION

VALVE

RETURN PIPING FROM IN-

FLOOR LOOP

RETURN PIPING

(BY MECH CONTRACTOR)

CONCRETE SLAB

WIRE TIE

PEX TUBING

SLAB INSULATION

BASE MATERIAL

INSTALL PER

MANUFACTURER'S

STANDARD

EDGE INSULATION

STRUCTURAL

REBAR - SEE

STRUCT

TO DRAIN

HWS

FS

PRESSURE RELIEF

VALVE (60 PSI)

BOILER

SHUT-OFF VALVE

LOW WATER CUTOFF

BURNER

G

PRESSURE REGULATOR

PLUG VALVE

TO MANIFOLD

HWR

PRESSURE GAUGE

BOILER

CONTROLLER

DRAIN FOR TESTING LOW

WATER CUTOFF

FLOW SWITCH

4" CONCRETE

HOUSEKEEPING PAD

THERMOMETER

CIRCULATING

PUMP

PETE'S PLUG

PETE'S PLUG

3/4" HOSE END

DRAIN VALVE

(TYPICAL)

AIR

SEPARATOR

STRAINER

FROM MANIFOLD

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

Chad M. Eslinger

48710

MECHANICAL DETAILS

MH511

LLK GJH 90

SCALE: NTS

B1

INFRARED HEATER BURNER CONNECTION DETAIL

SCALE: NTS

B3

INFRARED HEATER MOUNTING DETAIL

SCALE: NTS

B5

FLUE THRU ROOF DETAIL

SCALE: NTS

C7

DUCTWORK HANGING DETAIL

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

C1

IN-FLOOR MANIFOLD DETAIL

SCALE:NO SCALE

C3

CROSS SECTION OF IN-FLOOR HEAT

(SLAB ON GRADE)

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

E1

BOILER PIPING DIAGRAM

BENCHMARK #2

TOP NUT OF FIRE HYDRANT

ELEV.=820.72 (NAVD88)

EX. UNDERGROUND

ELECTRIC LINE (TYP.)

EX. SWING GATE

EX. SWING GATE

EX. CHAIN LINK

FENCE (TYP.)

EX. CHAIN LINK

FENCE (TYP.)

OS

F

NEMA 3R…