S02_Attachment 3_Plans_889CM3005_Part2.pdf

04 22 00 CONCRETE UNIT MASONRY

A. MATERIALS:

1. MASONRY BLOCK UNITS SHALL CONFORM TO ASTM C90

MINIMUM COMPRESSIVE STRENGTH BASED ON GROSS AREA f'm = 2,000 psi

BLOCK UNITS BELOW GRADE AND ALL EXTERIOR BLOCK GRADE N-1

INTERIOR BLOCK, NOT EXPOSED TO WEATHER OR EARTH GRADE N-1 OR S-1

2. MORTAR CONFORMING TO ASTM C270 TYPE S

3. GROUT CONFORMING TO ASTM C476 2,000 psi

4. REINFORCING BAR CONFORMING TO ASTM A615 GRADE 60

C. EXECUTION:

1. VOIDS CONTAINING REINFORCING BARS SHALL BE GROUTED SOLID

2. GROUT ALL CELLS FOR A DISTANCE OF 24" BELOW AND 12" EACH SIDE OF ALL CONCENTRATED LOADS, UNLESS NOTED OTHERWISE

3. GROUT SHALL BE PLACED IN MAXIMUM LIFTS OF 4'-0" UNLESS CLEAN-OUT AND INSPECTION HOLE IS

PROVIDED AT BOTTOM OF VOID

4. CMU BELOW GRADE SHALL BE TREATED WITH BITUMINOUS WATER PROOFING AND GROUTED SOLID

5. LAP BARS A MINIMUM OF 24" OR 36 BAR DIAMETERS AT ALL SPLICES.

6. PROVIDE EXPANSION JOINTS @ A MAXIMUM SPACING OF 25'-0" OC.

7. PROVIDE HORIZONTAL BOND BEAMS W/ (2) #5 BARS CONTINUOUS AT 4'-0" O.C. TYP, TOP OF ALL WALLS

AND AT FLOOR AND ROOF LEVELS.

8. VERTICAL REINFORCEMENT SHALL BE #5 AT 32" O.C. U.N.O. AND EXTEND FOR THE FULL HEIGHT OF THE

WALL.

9. LAP ALL BOND BEAMS FOR A DISTANCE OF 4'-0" AT VERTICAL STEPS IN BOND BEAM COURSES.

10.PROVIDE DOWELS FROM THE FOUNDATION TO MATCH VERTICAL WALL REINFORCING.

11.LAP ALL SPLICES IN REINFORCING A MINIMUM OF 2'-0".

12.PROVIDE HORIZONTAL WALL REINFORCING AT 16" OC. USE PREFABRICATED CORNERS AT WALL

CORNERS AND PREFABRICATED TEES AT INTERSECTIONS. REINFORCING TO BE DUR-O-WALL (OR

EQUAL).

C. EXECUTION:

1. PROTECT LUMBER PRODUCTS FROM DAMAGE BY EXPOSURE TO WEATHER BOTH BEFORE AND

DURING CONSTRUCTION

2. INSTALL ROUGH CARPENTRY INCLUDING CANTS, PLATES, BLOCKING, FURRING, NAILERS AS

INDICATED.

3. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL POINTS OF SUPPORT.

PROVIDE APPROVED CROSS-BRIDGING BETWEEN FLOOR JOISTS AT 8'-0" O.C. (MAX.), AND

BETWEEN RAFTERS AT 10'-0" O.C. (MIN.)

4. DO NOT NOTCH, DAP, OR OTHERWISE CUT OR REDUCE FRAMING MEMBERS IN SIZE UNLESS

SPECIFICALLY DETAILED OR APPROVED.

5. PROVIDE TWO (2) STUDS MINIMUM FOR POSTS SUPPORTING BEAMS AND HEADERS

6. STUD POSTS NOTED ON PLANS ARE FOR BEARING ONLY. PROVIDE ADDITIONAL "KING STUD" AS

REQUIRED

7. POSTS AND MULTIPLE STUDS AT UPPER LEVELS SHALL HAVE MATCHING AND ALIGNED POSTS

AND MULTIPLE STUDS AT LOWER LEVELS UNLESS OTHERWISE NOTED. TIGHT FITTING, SOLID

BLOCKING SHALL BE PROVIDED BETWEEN LEVELS UNDER ALL SUCH POSTS AND MULTIPLE

STUDS. BLOCKING SHALL EQUAL AREA OF POST ABOVE AND BELOW AND ALIGNED VERTICALLY

8. CROSS BRACING REQUIRED AT MID SPAN OF JOISTS IF CEILING DRYWALL IS NOT DIRECTLY

APPLIED TO UNDERSIDE OF JOISTS

9. DETAIL AND INSTALL ENGINEERED LUMBER PRODUCTS (I-JOISTS, LVL, LSL, PSL, ETC.) PER

MANUFACTURER SPECIFICATIONS

10. REFER TO MANUFACTURER'S SPECIFICATIONS FOR BRIDGING AND BLOCKING REQUIREMENTS IF

CEILING DRYWALL IS NOT DIRECTLY APPLIED TO UNDERSIDE OF ENGINEERED JOISTS

11. TRUSS DETAILS AND CONNECTIONS SHALL BE PER THE TRUSS MANUFACTURER'S DRAWINGS.

AES GROUP, INC. MUST REVIEW ALL TRUSS LAYOUTS AND PROFILES AND BE ADVISED OF ANY

CHANGES MADE BY THE MANUFACTURER.

12. PROVIDE MINIMUM NAILING AS SPECIFIED BY IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE ON

PLANS OR DETAILS.

13. PRE-DRILL HOLES FOR NAILS LARGER THAN 16d OR WHERE DRIVING CAUSES SPLITTING.

14. BOLT HOLES IN WOOD SHALL BE 1/16-INCH MAXIMUM LARGER THAN THE BOLT SIZE. PLACE

WASHERS UNDER ALL NUTS, BOLT HEADS AND LAG SCREWS

15. INSTALL METAL CONNECTOR PER MANUFACTURER'S RECOMMENDATIONS

16. ROOF CONSTRUCTION (UNLESS NOTED OTHERWISE):

· SHEATH ROOFS 1/2" APA RATED SHEATHING 32/16 RATING, EXPOSURE

· PLACE ALL SHEATHING WITH LONG EDGE PERPENDICULAR TO RAFTERS AND STAGGER END

JOINTS.

· JOINTS IN LUMBER SHEATHING SHALL OCCUR OVER SUPPORTS UNLESS APPROVED

· NAIL SHEATHING WITH 8d NAILS @ 6"OC AT PANEL PERIMETER AND 12" OC IN FIELD. STAGGER

FASTENERS AT ADJOINING EDGES.

· PLACE SOLID BLOCKING BETWEEN RAFTERS AND LOOKOUTS AT ALL BEARING LOCATIONS.

· PLACE WIND ANCHORS AT ALL RAFTER TO STUD WALL CONNECTIONS.

06 10 00 ROUGH CARPENTRY

A. REFERENCED STANDARDS:

1. AMERICAN WOOD COUNCIL - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2009 EDITION

(NDS).

2. AMERICAN PLYWOOD ASSOCIATION

3. AITC PRODUCT STANDARD PS 66-82

4. ASTM D3737, STRESSES FOR STRUCTURAL GLUE LAMINATED TIMBER

5. ASTM D1760, PRESSURE TREATED TIMBER

6. AMERICAN SOFTWOOD LUMBER VOLUNTARY STANDARD PS 20-10

7. APA PS1, CONSTRUCTION AND INDUSTRIAL PLYWOOD

8. APA PS2, PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL PANEL

B. MATERIALS:

1. 2"-4" NOMINAL WIDTH DIMENSIONAL LUMBER HEM FIR #2 Fb = 850 PSI

2. 5" NOMINAL AND WIDER TIMBERS DOUG FIR #1 Fb = 1,200 PSI

3. LAMINATED VENEER LUMBER (ASTM D2559) Fb = 2600 PSI

Fv = 285 PSI

E = 1,900,000 PSI

4. NAILS ASTM F1667

5. BOLTS AND SCREWS ANSI/B 18

6. BOLTS ASTM A307 - BOLTS

7. LUMBER SHALL CONFORM TO PS 20-10 WITH MOISTURE CONTENT LESS THAN 19% WHEN DELIVERED TO JOB

8. LUMBER IN DIRECT CONTACT WITH CONCRETE, ROOF OR SUBJECT TO MOISTURE SHALL BE PRESSURE

TREATED PER AWPA STANDARD.

9. PLYWOOD OR O.S.B. EQUIVALENT SHALL CONFORM TO THE CURRENT APA PRODUCT STANDARD BE; 5-PLY, STRUCTURAL II, CD, CC, OR OSB AND SHALL BE GRADE MARKED.

10. WOOD STRUCTURAL PANEL SHALL BE IDENTIFIED BY A REGISTERED STAMP OF THE AMERICAN PLYWOOD ASSOCIATION, AND INCLUDES VENEER PLYWOOD, AND MATFORMED PANELS SUCH AS ORIENTED STRAND BOARD

(OSB) AND WAFERBOARD.

11. NAILS SHALL BE COMMON NAILS. OTHER NAIL TYPES MAY BE USED ONLY AFTER CONTACTING THIS OFFICE

FOR SIZES AND SPACING

12. PROVIDE SIMPSON STRONG-TIE (GALVANIZED) OR EQUAL FOR ALL INDICATED METAL CONNECTORS

CONCRETE

STRENGTH 4000 PSI

SPLICE

CLASS

BAR

SIZE

TOP

BARS

OTHER

BARS

A B

#3

A B

#4

A B

#5

A B

#6

A B

#7

A B

#8

A B

#9

A B

#10

A B

#11

NOTES:

1. UNLESS NOTED OTHERWISE ON THE

CONTRACT DRAWINGS, USE THE MINIMUM

LENGTH FOR A CLASS B LAP SPLICE OR THE

MINIMUM DEVELOPMENT LENGTH INDICATED IN

THE TABLES ABOVE MULTIPLIED BY THE

APPLICABLE FACTORS.

2. STAGGER SPLICES A MINIMUM OF 36 INCHES.

3. WHERE LIGHTWEIGHT CONCRETE IS USED,

MULTIPLY TABULATED VALUES BY 1.3.

4. CLEAR SPACING OF BARS OR WIRES BEING

SPLICED SHALL NOT BE LESS THAN 2 TIMES THE

BAR DIAMETER AND CLEAR COVER SHALL NOT BE

LESS THAN ONE BAR DIAMETER. WHERE MINIMUM

COVER OR SPACING IS NOT PROVIDED, THE

TABULATED VALUES SHALL BE MULTIPLIED BY 1.5.

5. TOP BARS ARE HORIZONTAL BARS WITH MORE

THAN 12 INCHES OF COVER BELOW THE BOTTOM

OF THE BAR.

MASONRY LAP SPLICE

SCHEDULE

BAR

SIZE LAP LENGTH

#3

#4

#5

#6

#7

NOTES:

1. VALUES APPLY TO MASONRY STRENGTH OF 2000 PSI

2. LAP LENGTHS GIVEN ARE IN INCHES

3. REFER TO ACI 530 FOR ADDITIONAL REQUIREMENTS

#8

#9

CAST IN PLACE CONCRETE

LAP SPLICE SCHEDULE

CAST-IN-PLACE CONCRETE:

A. REFERENCED STANDARDS:

1. ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

B. MATERIALS:

1. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH:

PIER CAPS, FOUNDATION WALLS & GRADE BEAMS 4000 PSI

2. STEEL REINFORCING BARS ASTM A615, GRADE 60

3. GROUT, HIGH STRENGTH/LOW SHRINK DRY-PACK

MINIMUM COMPRESSIVE STRENGTH 5,000 PSI

C. EXECUTION:

1. CONCRETE SHALL BE NORMAL WEIGHT (UNLESS NOTED OTHERWISE)

2. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED

3. CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED UNDER THE

SUPERVISION OF QUALIFIED PERSONNEL

4. ADMIXTURES CONTAINING CHLORIDE SALTS SHALL NOT BE USED

5. DETAIL REINFORCING BARS IN ACCORDANCE WITH ACI DETAILING MANUAL AND

ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

6. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT

POSITIONS SHOWN ON THE PLANS

7. MAKE ALL BARS CONTINUOUS AROUND CORNERS AND ACROSS STEP-DOWNS. LAP

BARS A MINIMUM OF 18" AT ALL SPLICES.

8. CONTINUOUS BARS IN WALLS, BEAMS AND GRADE BEAMS SHALL BE SPLICED AS

FOLLOWS:

· TOP BARS - AT MID-SPAN

· BOTTOM BARS - OVER SUPPORT

10. COLD WEATHER PROCEDURES FOR CONCRETE SHALL BE PROVIDED AS

RECOMMENDED IN THE ACI MANUAL OF CONCRETE PRACTICE.

11. CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE AS FOLLOWS:

· CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH - 3"

· CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BAR & SMALLER - 1 1/2"

#6 BAR & BIGGER - 2"

13. EXPANSION BOLTS SHALL BE LOCATED AT A MINIMUM OF 6 BOLT DIAMETERS

FROM CONCRETE EDGE AND SPACED AT A MINIMUM OF 10 BOLT DIAMETERS

UNLESS NOTED OTHERWISE.

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

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BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

GENERAL NOTES

(AS APPLICABLE TO EACH PHASE OF CONSTRUCTION, UNLESS

NOTED OTHERWISE ON PLANS)

A. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS.

B. DO NOT REPRODUCE CONTRACT DOCUMENTS OR COPY STANDARD PRINTED

INFORMATION AS BASIS OF SHOP DRAWINGS

C. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION PRACTICES INCLUDING

TECHNIQUES, PROCEDURES, AND THE SEQUENCE OF CONSTRUCTION. CONTRACTOR

SHALL NOTIFY COR IF A CONFLICT ARISES DUE TO VARIATIONS OR OTHER PROBLEMS

WITH THE CONSTRUCTION DOCUMENTS

D. OBSERVATIONS OF JOBSITE OTHER THAN REQUIRED INSPECTIONS BY ENGINEER ARE

NOT CONSTRUCTION APPROVALS

E. STRUCTURAL ENGINEER MUST BE NOTIFIED AT LEAST 72 HOURS PRIOR TO ANY

REQUIRED CONSTRUCTION OBSERVATION.

DESIGN CRITERIA

A. SCOPE: THIS SPECIFICATION OUTLINES THE STRUCTURAL DESIGN CRITERIA FOR THE

INSTALLATION OF THE RESTROOM BUILDING FOR FORT LYONS NATIONAL CEMETERY.

WHEN A DIFFERENCE EXISTS BETWEEN THIS SPECIFICATION AND ANY OTHER

GOVERNING CODE, THE MORE STRINGENT SHALL CONTROL. ANY OTHER ITEMS NOT

COVERED THEREIN SHALL BE COMMENSURATE WITH GOOD ENGINEERING PRACTICE.

B. APPLICABLE CODES AND STANDARDS:

1. INTERNATIONAL BUILDING CODE - 2018 EDITION

2. AMERICAN SOCIETY OF CIVIL ENGINEERS - ASCE 7-16

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL OF STEEL

CONSTRUCTION - 15TH EDITION

4. AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE - ACI 318-19

5. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION

C. BUILDING RISK CATEGORY: II

D. DESIGN LOADS:

1. DEAD LOADS

a. NORMAL WEIGHT CONCRETE: 150 PCF

2. ROOF LIVE LOAD

a. LIGHT DUTY CONSTRUCTION 25 PSF

3. SNOW LOADS: 30 PSF

4. WIND LOADS: 110 MPH

5. SEISMIC DESIGN CRITERIA:

a. SOIL CLASSIFICATION: D (ASSUMED)

b. SEISMIC USE CATEGORY I

c. SEISMIC IMPORTANCE FACTOR Ie 1.00

d. MAPPED SEISMIC RESPONSE ACCELERATIONS

Ss .141 S1 .049

e. SPECTRAL RESPONSE COEFFICIENTS Sds .15 Sd1 .079

f. SEISMIC DESIGN CATEGORY: B

g. MAXIMUM STORY DRIFT: .84"

STRUCTURAL ABBREVIATIONS

ARCH ARCHITECTURE / ARCHITECTURAL

B.O. BOTTOM OF

CLR CLEAR SPACING

CMU CONCRETE MASONRY UNIT

COR CONTRACTING OFFICER'S REPRESENTATIVE

(E) EXISTING

FT FEET

HSS HOLLOW STEEL SECTION

IN INCH

LBS POUNDS

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MIN MINIMUM

MPH MILES PER HOUR

(N) NEW

NTS NOT TO SCALE

O.C. ON CENTER

PCF POUNDS PER CUBIC FOOT

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

T.O. TOP OF

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VA US DEPARTMENT OF VETERANS AFFAIRS

STRUCTURAL GENERAL NOTES,

SYMBOLS, AND ABBREVIATIONS

SI001

MLRID12/29/21

ndas Nan_PE signed

1 2 3 4

C

B

A 3/

8"

'-8

/8

8"

8" 23'-8 3/8" 8"

#3 - 18" O.C. BOTH WAYS,

CENTERED IN SLAB

SE

25'-0 3/8"

3/

3/16" 3/16"

'-0

/8

3'-6 7/8"

10'-5 1/2"

3'-2 5/8"

4' -7

/2

2' -1

4' -7

/8

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

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BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

FOUNDATION PLAN

SE101

MLRID

SCALE:1 FOUNDATION PLAN

1/2" = 1'-0"

SYMBOLS:

FLOOR DRAIN

SHEET NOTES:

1. SLOPE SLAB .25" PER 1' TOWARD FLOOR DRAINS,

DEPRESS SLAB 1/2" AT FLOOR DRAINS

2. SAW CUT 1/4" CONTROL JOINTS 10' O.C. MAX

12/29/21

B

A

SE501

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

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BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

SHEET NOTES:

1. ROOF DECK IS 3/4" PLYWOOD

2. EAVES ARE DECKED WITH CONTINUOUS NOMINAL 1"

TONGUE AND GROOVE PLANKS

KEY NOTES:

1. PRE-ENGINEERED ROOF TRUSSES 24" O.C. MAX

2. ROUGH SAWN LUMBER WITH 2" WIDTH AND DEPTH

TO MATCH ROOF TRUSS MEMBERS

FRAMING PLAN

SE102

MLRID

SCALE:1 FRAMING PLAN

1/2" = 1'-0"

2 2

12/29/21

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

OH

E

BARN BUILDING

OVERHEAD

ELECTRIC

BARN BUILDING

SE501

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

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BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

POLE BARN SLAB

SE103

MLRID

SCALE:1 POLE BARN SLAB

1" = 50'-0"

SHEET NOTES:

1. CONTRACTION JOINTS PLACED 15' O.C. USE DETAIL

9/SE501.

2. COORDINATE FINISH FLOOR ELEVATION WITH DOORS TO

MAINTAIN ACCESSIBILITY AS DETERMINED BY COR.

N 0' 100'50'

SCALE: 1" = 50'

12/29/21

NATURAL SOILS OR NEWLY PLACED FILL COMPACTED

TO AT LEAST 95% MAXIMUM DRY DENSITY AS OBTAINED

BY THE STANDARD PROCTOR METHOD (ASTM D-698)

1/2" EXP. JOINT MATERIAL @ SLAB EDGES

15 MIL POLY VAPOR BARRIER

4" CONC. SLAB

#3 SPACED 18" O.C. EACH WAY

CENTERED IN SLAB

4" OF 3/4" TO 1" WASHED AND SCREENED GRAVEL

1/2" DIA HILTI HIT-Z OR

APPROVED EQUAL, MIN

3" EMBED. 12" O.C.

1'-6"

(2) #5 GRD 60

CONT. IN FOOTING

#5 GRD 60 CROSSBARS

AT 12" O.C.

#5 GRD60

AT 18" O.C.,

1/2" EXPANSION

JOINT MATERIAL

CONCRETE SLAB

RE: PLAN

#5 GRD 60

CONT. 18" O.C.

EQ.EQ.

3' -0

M

IN

8"

#5 DOWEL 4'-0" O.C.

CONTROL JOINT,

SEE ARCH.

NOTE #2, TYP.

NOTE #5

(2) VERT. BARS AT

CONTROL JOINT. MATCH

SIZE OF TYP. VERT.

TYP. FULL HEIGHT BARS

FOR HIGH LIFT GROUTING

OPTION.

TYP. FULL HEIGHT BARS

TO MATCH JAMB BARS

(2) ADD'L MATCHING

TYP.

VERT.

BOND BEAM WITH

(2) #5 BARS

EXTEND VERT. REINF.

TO TOP OF WALL,

TYP.

DOWEL OPTIONS

NOTE #4

TYPICAL LAP SPLICE FOR

LOW

LIFT GROUT OPTION.

ADEQUATELY TIE ALL

SPLICES

PRIOR TO GROUTING

MIN. 24", TYP.

LA

P

SP

LI

C E, SE

E

SC

H

ED

U

LE

NOTE 3

TOP OF CONCRETE

TOP OF FOOTING

TOP OF WALL

OPENING

STONE VENEER , SEE ARCH

CMU WALL, SEE PLAN

WINDOW/DOOR, SEE ARCH

(2) COURSE SOLID

GROUTED BOND BEAM WITH

(2) #5, CONT. EACH.

8x2x3/8 BP HEADER WITH 3/4" DIA

(A36) RODS AT 12" O.C. AT STONE

VENEER

1/

2"

LADDER JOINT REINF.

(TERMINATE REINFORCING

2" FROM CONTROL JOINT)

PREFORMED

CONTROL JOINT

FOAM BACKER

ROD AND SEALANT

NOTE:

1. COORDINATE LOCATION OF JOINTS WITH ARCHITECT.

2. MAXIMUM JOINT SPACING IS 20-FEET.

3. DEPTH OF CAULKING =1/2 THE WIDTH OF THE HEAD JOINT.

SOLID GROUTED CELL W/

#5 VERT EACH SIDE

OF CONTROL JOINT

GROUT SOLID W/

#5 VERT BARS

AS SHOWN

NOTES:

1. VERTICAL WALL REINFORCEMENT SHALL ALIGN WITH VERTICAL FOUNDATION DOWELS. DOWELS SHALL BE PLACED IN CENTER OF CMU WALL WITH ACI STANDARD HOOK. PLACE HOOKS DIRECTLY ON TOP OF BOTTOM

LAYER OF WALL REINFORCING.

2. TYPICAL WALL REINFORCEMENT TO BE PLACED IN CENTER OF WALL. GROUT FULLY ALL CELLS

CONTAINING REINFORCEMENT. PROVIDE REINFORCEMENT POSITIONERS, TYP.

3. SPLICES IN ADJACENT BARS SHALL BE STAGGERED AND ARRANGED SO THAT NOT MORE THAN 25% OF THE

TOTAL NUMBER OF BARS ARE SPLICED AT ANY ONE HEIGHT.

4. PROVIDE (2) #5 BARS IN BOND BEAM AT ROOF LINE AND 10' O.C. MAX.

5. EITHER HIGH LIFT OR LOW LIFT GROUTING TECHNIQUES MAY BE USED AT CONTRACTOR'S OPTION.

6. LAP REINFORCEMENT IN BOND BEAMS 24" MIN. DISCONTINUE BOND BEAMS AT CONTROL JOINTS.

7. FOR HIGH LIFT GROUTING, CLEANOUTS SHALL BE FREE OF ALL DELETERIOUS AND FOREIGN MATTER.

8. ALL MASONRY SHALL BE LAID IN RUNNING BOND, UNLESS NOTED OTHERWISE.

9. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING OF ALL WALLS UNTIL WALLS ARE MADE STABLE BY

THE FRAMING AND DIAPHRAGM SYSTEMS.

8" 3'-10" 8"1'-6"

ROUGH SAWN 2x WITH

DEPTH TO MATCH

TRUSS TOP CHORD.

6'-8"

1" NOMINAL TONGUE

AND GROOVE PLANKS

3/4" PLYWOOD ROOF

SHEATHING

TRUSS TOP CHORD

NOMINAL 2x8 MIN.

TRUSS 2x BLOCKING

TRUSS HEEL

1" BOLT ASSEMBLY

CENTERED IN MEMBER

DEPTH

1" BOLT ASSEMBLY

CENTERED IN MEMBER

DEPTH

SCALE:1 FOUNDATION WALL SECTION

1" = 1'-0"

SCALE:3 BATHROOM BUILDING SLAB DETAIL

1" = 1'-0" SCALE:4 CMU LINTEL DETAIL

1" = 1'-0"

SCALE:7 CMU CONTROL JOINT

1" = 1'-0"

SCALE:5 CMU TYPICAL CORNER

1" = 1'-0"

SCALE:8 EAVE RAFTER CONNECTION

1" = 1'-0"SCALE:6 CMU WALL ELEVATION

1" = 1'-0"

PIPING THROUGH

FOUNDATION WALL,

RE: MECHANICAL

PIPE SLEEVE WITH DIA 2"

GREATER THAN PIPE, FULLY

GROUT ANNULAR SPACE

SCALE:2 PIPE PENETRATION

1" = 1'-0"

SOIL COMPACTED TO 95% MAXIMUM

DRY DENSITY BY STANDARD PROCTOR

6" OF 3/4" TO 1" WASHED

AND SCREEND GRAVEL

SCALE:11 POLE BARN THICKENED SLAB EDGE

1" = 1'-0"

2x8 FASCIA BOARD

2x8 SILL PLATE WITH 3/8" DIA

ANCHOR BOLT EMBEDDED 3",

SPACED 24" O.C.

L4x2x3/8" LEDGER

6"

BEND #3 SLAB REINFORCING

INTO THICKENED EDGE

1'-0"

BEND #3 SLAB REINFORCING

INTO THICKENED EDGE

6" CONCRETE SLAB

2" C

LR

1' -6

SCALE:10 EXISTING TO NEW SLAB CONNECTION

1" = 1'-0"

DRILL AND EPOXY #4 DOWEL

INTO EXISTING SLAB

6" CONCRETE SLAB

2" C

LR

4" 4"

8"

#3 SPACED 18" O.C., EACH WAY

ASSUMED CONDITION AT

END OF EXISTING SLAB,

VERIFY IN FIELD

SLAB EDGE SHALL ABUT EXISTING

STRUCTURE., PROTECT EXISTING STRUCTURE

WITH 1/2" EXPANSION JOINT MATERIAL

3/4"x16" SMOOTH STEEL DOWEL 12"

O.C., ONE SIDE GREASED

6" CONCRETE SLAB

1" C

LR

3" MAX1/8" WIDE BY 1" DEEP SAWCUT

SCALE:9 POLE BARN SLAB CONTRACTION JOINT

1" = 1'-0"

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

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BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

STRUCTURAL DETAILS

SE501

MLRID12/29/21

ABBREVIATIONS

AHU AIR-HANDLING UNIT

APD AIR PRESSURE DROP

ASHP AIR SOURCE HEAT PUMP

BD BUTTERFLY DAMPER

BDD BACKDRAFT DAMPER

BFP BACKFLOW PREVENTER

BOD BASIS OF DESIGN

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CD CEILING DIFFUSER

CFM CUBIC FEET PER MINUTE

CH CHILLER

CM CARBON MONOXIDE

CO CLEAN OUT

CO2 CARBON DIOXIDE

COMP COMPRESSOR UNIT

COP COEFFICIENT OF PERFORMANCE

CR CEILING REGISTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

D DAMPER - AUTOMATIC

D-1 OUTDOOR AIR DAMPER

D-2 RETURN AIR DAMPER

D-3 RELIEF AIR DAMPER

DB DECIBELS

Db DRY-BULB TEMPERATURE

DDC DIRECT DIGITAL CONTROLS

DEG DEGREE

DF DIFFUSER

DIA DIAMETER

DX DIRECT EXPANSION

DXCC DIRECT EXPANSION COOLING COIL

DT DUCT TEMPERATURE

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN

EG EXHAUST GRILLE

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EUH ELECTRIC UNIT HEATER

EWT ENTERING WATER TEMPERATURE

F FAHRENHEIT

F/SDPR COMBINATION FIRE SMOKE DAMPER

FA FREE AREA

FC FLEXIBLE CONNECTION

FD FLOOR DRAIN

FPM FEET PER MINUTE

FPS FEET PER SECOND

FSTAT FREEZESTAT

FT FEET

FV FACE VELOCITY

GA GAUGE

GAL GALLONS

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HP HEAT PUMP

HSTAT HUMIDISTAT

I/O INPUT/OUTPUT

IAQ INDOOR AIR QUALITY

IN WC INCH WATER COLUMN

IN WG INCH WATER GAUGE

kg KILOGRAM kg/HR KILOGRAM PER HOUR kPa KILOPASCAL kW KILOWATT kWh KILOWATT HOUR

L LITER

L/h LITERS PER HOUR L/m LITERS PER MINUTE L/s LITERS PER SECOND

LAT LEAVING AIR TEMPERATURE

LPG LIQUID PROPANE GAS

LSD LINEAR SLOT DIFFUSER

LVR LOUVER

M METER, SI UNIT

M/s METERS PER SECOND

MAU MAKE-UP AIR UNIT

MBH 1000 BTUH

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MM MILLIMETER

MS JANITORIAL MOP SINK

MVD MANUAL VOLUME DAMPER

NA NOT APPLICABLE

NG NATURAL GAS

NGFM NATURAL GAS FLOWMETER

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OAG OUTSIDE AIR GRILLE

OAI OUTSIDE AIR INTAKE

PSI POUNDS PER SQUARE INCH

R/E RETURN OR EXHAUST

RA RETURN AIR

RAT RETURN AIR TEMPERATURE

REA RELIEF AIR

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID LINE

RPM REVOLUTIONS PER MINUTE

RR RETURN REGISTER

RS REFRIGERANT SUCTION LINE

SA SUPPLY AIR

SAT SUPPLY AIR TEMPERATURE

SD SMOKE DETECTOR

SD SUPPLY AIR DIFFUSER

SDPR SMOKE DAMPER

SG SUPPLY AIR GRILLE

SP STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SPS STATIC PRESSURE SENSOR

SR SUPPLY AIR REGISTER

SS STAINLESS STEEL

SU SPLIT UNIT

T & PCV TEMPERATURE AND PRESSURE

CONTROL VALVE

TAB TESTING, ADJUSTING, BALANCE

TDH TOTAL DYNAMIC HEAD

TSP TOTAL STATIC PRESSURE

TSTAT THERMOSTAT

UC UNIT COOLER

UH UNIT HEATER

VD VOLUME DAMPER (MANUAL OPPOSED

BLADE)

VFD VARIABLE FREQUENCY DRIVE

W WATTS

Wb WET-BULB (TEMPERATURE)

WFM WATER FLOWMETER

YR YEAR

DRAWING SYMBOLS

SF-3 SUPPLY FAN NO. 3

EQUIPMENT ABBREVIATION (SUPPLY FAN)

DUCTWORK SYMBOLS

DN

DN

UP

UP

SUPPLY DUCT (UP & DOWN)

EXHAUST DUCT (UP & DOWN)

ROUND AND SQUARE 4-WAY CEILING DIFFUSERS

D

INCLINED RISE, IN DIRECTION OF AIR FLOW

INCLINED DROP, IN DIRECTION OF AIR FLOW

R

DNUP RETURN DUCT (UP & DOWN)

LINEAR SLOT DIFFUSER

10x8

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES EVEN IF

SYMBOL IS MISSING)

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

NEW DUCT (INSIDE DIMENSIONS: WIDTH x DEPTH)

EXISTING DUCT TO REMAIN

LOUVER (LOUVER SPECIFIED IN ARCHITECTURAL

FIRE DAMPER

FD

VD

FLEXIBLE DUCTWORK (INSULATED)

MANUAL VOLUME DAMPER

BACK DRAFT DAMPER

BDD

SECTION.)

PIPING SYMBOLS

VENT LINE

REFRIGERANT LIQUID

DRAIN LINE

DESIGN CONDITIONS

ROOM DESCRIPTION

INDOOR OUTDOOR

OCCUPIED HOURS

SUMMER WINTER DEHUMIDIFICATION

SUMMER WINTER

°F Db % RH °F Db 0.4% °F Db 0.4% °F Wb 99.6% °F Db 0.4% MCDB 0.4% DP

TOILET ROOMS / JANITOR CLOSET 75 +/- 2 20-60 70 +/- 2 100.2 68.5 -5.2 71.2 64.1

1. ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR

OPERATING, CLEANING, SERVICING, MAINTENANCE,

AND CALIBRATION, SHALL BE EASILY AND SAFELY

ACCESSIBLE BY PERSONS STANDING AT FLOOR LEVEL,

OR STANDING ON PERMANENT PLATFORMS, WITHOUT

THE USE OF PORTABLE LADDERS. EXAMPLES OF

THESE ITEMS INCLUDE, BUT ARE NOT LIMITED TO: ALL

TYPES OF VALVES, FILTERS AND STRAINERS,

TRANSMITTERS, AND CONTROL DEVICES. PRIOR TO

COMMENCING INSTALLATION WORK, REFER CONFLICTS

BETWEEN THIS REQUIREMENT AND CONTRACT

DOCUMENTS TO COR FOR RESOLUTIONS.

2. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE BEEN

APPROVED BY VA.

3. DEMOLITION IN EXISTING TOOL BUILDING WILL CONSIST

OF DEMOLISHING ALL EXISTING HVAC EQUIPMENT

INCLUDING WALL HEATER, UNIT HEATER AND EXHAUST

FAN. REPAIR ANY NEW OPENING IN THE WALL, FLOOR

OR CEILING TO MATCH EXISTING.

4. CONTRACTOR SHALL LOCATE SEPTIC DRAIN FIELD

AND LINES. THESE AREAS SHALL BE PROTECTED

DURING CONSTRUCTION.

5. TRAILER AND TOOL BUILDING ARE CONNECTED TO

BOTH WATER AND SANITARY SEWER/SEPTIC LINES.

THESE LINES ARE TO BE LOCATED PRIOR TO

DEMOLITION AND WILL BE UTILIZED BY THE PROPOSED

RESTROOM. CONTRACTOR IS RESPONSIBLE FOR THE

REPLACEMENT OF WATER AND SEWER LINES

DAMAGED DURING CONSTRUCTION.

GENERAL NOTES

REFRIGERANT SUCTION

MAINTENANCE CLEARANCE

AUTOMATIC CONTROL DAMPER MODULATING

AUTOMATIC CONTROL DAMPER TWO POSITION

DUCT MOUNTED COIL (ELECTRIC)

DIRECTION OF AIRFLOW

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

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D1 -2

1 F

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BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

MECAHANICAL ABBREVIATIONS

AND SYMBOLS

MI001

LLSCDL

Jeremy Landrith Stamp

Jeremy Landrith Text Box 12/23/21

B

A

EF-3

MS-1

SU-1

UH-1

WH-1

PT-1

MS-1

EF-1 EF-2

6"

6"

6"

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

:\G

OR

D1 -2

1 F

OR

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N

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ER

Y\

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IN

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\S

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ET

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MH

1.D

W G

BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

MECHANICAL HVAC PLAN

MH101

LLSCDL

SHEET NOTES:

1. CONTRACTOR TO COORDINATE EQUIPMENT MOUNTING

LOCATION WITH ARCHITECTURE AND OTHER BUILDING

SYSTEMS. NOTIFY COR SHOULD CONDITIONS BE FOUND

TO DIFFER SIGNIFICANTLY FROM CONSTRUCTION

DOCUMENTS.

2. PROVIDE SINGLE SPLIT INSIDE UNIT FOR EACH TOILET

ROOM TO COMBINE INTO SINGLE OUTDOOR UNIT.

3. COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH

OTHER TRADES IN ADVANCE OF INSTALLATION.

4. DEMOLITION IN EXISTING TOOL BUILDING WILL CONSIST

OF DEMOLISHING ALL EXISTING HVAC EQUIPMENT

INCLUDING WALL HEATER, UNIT HEATER AND EXHAUST

FAN. REPAIR ANY NEW OPENING IN THE WALL, FLOOR OR

CEILING TO MATCH EXISTING.

KEY NOTES:

1. INTERLOCK FAN WITH LIGHT SWITCH.

2. MOUNT WATER HEATER ON WALL AT 48" AFF.

3. MOUNT UNIT HEATER JUST BELOW CEILING HEIGHT

ALLOWING FOR CLEARANCES FOR SELECTED UNIT.

0'

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

4'2'1'

EXHAUST FAN SCHEDULE

FIXTURE

TAG

NAME

BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

MODEL

DESCRIPTION

FAN ELECTRICAL

NOTES

CFM

ESP

(WG)

AMPS RPM VOLT PHASE HZ

EF-1 EXHAUST FAN PANASONIC WHISPERFIT DC TOILET ROOM #1 EXHAUST FAN 70 0.375 .29 1.5 120 1 60

INTERLOCK FAN WITH OCCUPANCY

SENSOR ON LIGHT SWITCH

EF-2 EXHAUST FAN PANASONIC WHISPERFIT DC TOILET ROOM #2 EXHAUST FAN 70 0.375 .29 1.5 120 1 60

INTERLOCK FAN WITH OCCUPANCY

SENSOR ON LIGHT SWITCH

EF-3 EXHAUST FAN PANASONIC WHISPERFIT DC JANITOR CLOSET EXHAUST FAN 70 0.375 .29 1.5 120 1 60

INTERLOCK FAN WITH OCCUPANCY

SENSOR ON LIGHT SWITCH

SPLIT SYSTEM SCHEDULE

FIXTURE

TAG

NAME

BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

MODEL

DESCRIPTION

NOMINAL

TON

EVAPORATOR COIL ELECTRICAL

DIMENSIONS

L" X W" X H"

WEIGHT

(LBS)

NOTES

CFM

TOTAL

(MBH)

SENSIBLE

(MBH)

EAT LAT

EER

COP

VOLT PHASE HZ MCA MOCP

SU-1

MS-1

HVAC SPLIT UNIT MITSUBISHI

MR SLIM -

MXZ-3C24NA2

MSZ-GL06NA

TOILET ROOM #1 1 94 8.5 3.4 60 110 12.7 240 1 60 17.2 20

SU-1 38" X 13" X 32"

MS-1 12" X 32" X 9"

INCLUDE LOW AMBIENT TEMP

HEATING OPTION

MS-2 HVAC SPLIT UNIT MITSUBISHI

MR SLIM -

MSZ-GL06NA

TOILET ROOM #2 1 94 8.5 3.4 60 110 12.7 240 1 60 17.2 20 MS-2 12" X 32" X 9" 22

INCLUDE LOW AMBIENT TEMP

HEATING OPTION

UNIT HEATER SCHEDULE

FIXTURE

TAG

NAME

BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

MODEL

DESCRIPTION

HEATING CAPACITY AIR DATA ELECTRICAL DATA

DIMENSIONS

L" X W" X H"

WEIGHT

(LBS)

NOTES

KW MBH

AIRFLOW

(CFM)

TEMP

RISE

(DEG F)

VOLT PHASE HZ

UH-1 UNIT HEATER MODINE HER JANITOR CLOSET WALL MOUNTED UNIT HEATER 3 10.2 43 10 230 1 60 17" X 21" X 21" 67

N

LINE TYPE:

MAINTENANCE CLEARANCE

Jeremy Landrith Text Box 12/23/21

Jeremy Landrith Stamp

SIDE VIEW TRAPEZE HANGER FOR UP TO

1000 LB. UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER TYPE 1

- SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER TYPE

43 - SEE SPECIFICATIONS

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(8" MIN.)

BAND

1-5/8" 12 GAUGE

CHANNEL OR 2"x2"x1/4"

ANGLE

1/2" DIA. HANGER RODS WITH

36" MAX. SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD

AT HANGER

PROVIDE HIGH

COMPRESSIVE STRENGTH

INSULATION (9 PSF MIN.

DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

1" M

A X

NOTES:

SEE SPECIFER FOR DETAILED

HANGER REQUIREMENTS

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOM. SIZE IN.

mm

THRU 3/4

THRU 20

1 1/4

1 1/2

2 1/2

PIPE IN. 7 7 7 9 10 11 12 14 16 17 19

TUBING IN. 5 FT 6 7 8 8 9 10 12 13 14 16

NOTE: FOR TRAPEZE HANGER, TAKE SPACING OF SMALLEST SIZE ON TRAPEZE

SEE MANUFACTURER

INSTALLATION FOR

MOUNTING REQUIREMENTS

TO CEILING OR WALL

UNIT HEATER

UNIT HEATER WILL

BE SECURED

WITH A MINIMUM OF

TWO BRACKETS

MOTOR HOUSING

EXHAUST

PLAN VIEW

AIR

FLOW

W

BRANCH DUCT

1/4W OR 4" MIN

EXHAUST FAN

BIRD

SCREEN

SCALE:

UNIT HEATER

N.T.S.

SCALE:

EXHAUST DUCTWORK

N.T.S.

SCALE:

PIPE HANGERS

N.T.S.

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

:\G

OR

D1 -2

1 F

OR

T

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N

AT

L C

EM

ET

ER

Y\

DR

AW

IN

GS

\S

HE

ET

S\

MH

1.D

W G

BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

MECHANICAL DETAILS

MH501

LLSCDL

Jeremy Landrith Text Box 12/23/21

PLUMBING VALVE SYMBOLS

BALL VALVE

CHECK VALVE

ANGLE GLOBE VALVE

BUTTERFLY VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

GLOBE VALVE

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENT

FE

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

AND EXISTING WORK

POINT OF CONNECTION BETWEEN NEW

PRESSURE GAGE

THERMOMETER

STRAINER

FLOW ELEMENT

PIPE UP

PIPE DOWN

CO CLEAN OUT

HOSE BIB

PUMP

PA PASCAL

PD PRESSURE DROP OR DIFFERENCE

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH

ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAUGE

PTRV PRESSURE TEMPERATURE RELIEF

VALVE

PT WELL PRESSURE TANK

PW POTABLE WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RP RECIRCULATION PUMP

RWL RAIN WATER LEADER

SAN SANITARY SEWER

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SCFM STANDARD CUBIC FOOT/MINUTE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SP SUMP PUMP

SQFT SQUARE FEET

SS SANITARY SEWER

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

TCV TEMPERATURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

V VENT

VAC VACUUM

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VSD VARIABLE SPEED DRIVE

VSMC VARIABLE SPEED MOTOR CONTROLLER

VTR VENT THROUGH ROOF

W WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

L/S LITER PER SECOND

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LNG LIQUID NATURAL GAS

LW LOW WATER

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH 1000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTADING

MSB MOP SERVICE BASIN

MV MEDICAL VACUUM

N2 NITROGEN

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

ORD OVERFLOW ROOF DRAIN

OSD OVERFLOW STORM DRAIN

OVFL OVERFLOW

KW KILOWATT

KWHR KILOWATT-HOUR

ID INSIDE DIAMETER

IE INVERT ELEVATION

ICW INDUSTRIAL COLD WATER

IHW INDUSTRIAL HOT WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IPS IRON PIPE SIZE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

HW/CW HOT AND COLD WATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK (DOMESTIC)

HW HOT WATER

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HYD HYDRANT

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

PLUMBING ABBREVIATIONS

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE) CONNECTION

FD-C FLOOR DRAIN - TYPE C

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FU FIXTURE UNITS

EL ELEVATION

EPA ENVIROMENTAL PROTECTION AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EX EXISTING

DCW DOMESTIC COLD WATER

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

C CELSIUS

CA COMPRESSED AIR

CGA COMPRESSED GAS ASSOCIATION

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CO CLEANOUT

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CV CONTROL VALVE

CW COLD WATER

BFP REDUCED PRESSURE BACKFLOW

PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

A/E ARCHITECT / ENGINEER

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY HEATING,

REFRIGERATION, AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY PLUMBING

ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

P-3 PUMP NO. 3

EQUIPMENT ABBREVIATION (PUMP)

CIRCUIT SETTER (BALANCING VALVE)

WATER HAMMER ARRESTOR

GATE VALVE

FLOOR DRAIN (FD-1)

THERMOSTATIC TRAP SET INCLUDING

PIPING ACCESSORIES SEE DETAIL

FIXTURES LEGEND

ICE

SINK

DOUBLE SINK / KITCHEN SINK

FLOOR DRAIN

FLOOR SINK

MOP SINK

DRINKING FOUNTAIN

EYE WASH WITH SHOWER

SHOWER

ICE MAKER

TOILET

URINAL

EQUIPMENT

TRAP PRIMER

PLUMBING PIPING SYMBOLS

DOMESTIC HOT WATER, HOT WATER

DOMESTIC COLD WATER, COLD WATER

MAINTENANCE CLEARANCE

SANITARY VENT

SANITARY SEWER

CONDENSATE DRAINCD

SS

GENERAL NOTES

1. ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR

OPERATING, CLEANING, SERVICING,

MAINTENANCE, AND CALIBRATION, SHALL BE

EASILY AND SAFELY ACCESSIBLE BY PERSONS

STANDING AT FLOOR LEVEL, OR STANDING ON

PERMANENT PLATFORMS, WITHOUT THE USE OF

PORTABLE LADDERS. EXAMPLES OF THESE ITEMS

INCLUDE, BUT ARE NOT LIMITED TO: ALL TYPES OF

VALVES, FILTERS AND STRAINERS,

TRANSMITTERS, AND CONTROL DEVICES. PRIOR

TO COMMENCING INSTALLATION WORK, REFER

CONFLICTS BETWEEN THIS REQUIREMENT AND

CONTRACT DOCUMENTS TO COR FOR

RESOLUTIONS.

2. CONSTRUCTION WORK SHALL NOT START ON ANY

SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE

BEEN APPROVED BY VA.

3. DEMOLITION IN EXISTING TOOL BUILDING WILL

CONSIST OF DEMOLISHING ALL EXISTING

PLUMBING EQUIPMENT INCLUDING SINK, TOILET,

WELL PRESSURE TANK, METER AND ASSOCIATED

WATER AND SANITARY WASTE AND VENT PIPING.

CUT AND CAP ALL SANITARY SEWER LINES BELOW

DIRT UNDER THE CONCRETE SLAB. REMOVE ALL

WATER LINES FROM EXISTING WALL AND

PRESSURE TANK, AND CAP AT BUILDING ENTRY

POINT. CAP SUPPLY PIPING AT THE LOCATION

WHERE THE LINE SPLITS FROM THE EXISTING

WELL PUMP TO THE NEW BUILDING CONNECTION

POINT. IF PIPING IS UNDERGROUND ABANDON IN

PLACE. REPAIR ANY NEW OPENING IN WALL,

FLOOR OR CEILING TO MATCH EXISTING.

4. CONTRACTOR SHALL LOCATE SEPTIC DRAIN

FIELD AND LINES. THESE AREAS SHALL BE

PROTECTED DURING CONSTRUCTION.

5. TRAILER AND TOOL BUILDING ARE CONNECTED

TO BOTH WATER AND SANITARY SEWER/SEPTIC

LINES. THESE LINES ARE TO BE LOCATED PRIOR

TO DEMOLITION AND WILL BE UTILIZED BY THE

PROPOSED RESTROOM. CONTRACTOR IS

RESPONSIBLE FOR THE REPLACEMENT OF

WATER AND SEWER LINES DAMAGED DURING

CONSTRUCTION.

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

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D1 -2

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BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

PLUMBING ABBREVIATIONS

AND SYMBOLS

PI001

LLSCDL

AutoCAD SHX Text

AV

Jeremy Landrith Text Box 12/23/21

B

A

P-114

P-401

FD-2

SS SS SS SS

S S

S S

FD-1

P-114

WCO

WCO

FD-3

WH-1

PT-1

P-401

2" 1-1/2"

1-1/2"

2"

4"

2"

2"

1-1/2"

1-1/2"

2"

1-1/2"

2"

1-1/2"

2"

4"

4"

4"4"

P-502

4"

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

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D1 -2

1 F

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1.D

W G

BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

SANITARY PLAN

PL101

LLSCDL

SHEET NOTES:

1. CONTRACTOR TO COORDINATE EQUIPMENT MOUNTING

LOCATION WITH ARCHITECTURE AND OTHER BUILDING

SYSTEMS. NOTIFY COR SHOULD CONDITIONS BE FOUND

TO DIFFER SIGNIFICANTLY FROM CONSTRUCTION

DOCUMENTS.

2. COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH

OTHER TRADES IN ADVANCE OF INSTALLATION.

3. DEMOLITION IN EXISTING TOOL BUILDING WILL CONSIST

OF DEMOLISHING ALL EXISTING PLUMBING EQUIPMENT

INCLUDING SINK, TOILET, WELL PRESSURE TANK, METER

AND ASSOCIATED WATER AND SANITARY WASTE AND

VENT PIPING. CUT AND CAP ALL SANITARY SEWER LINES

BELOW DIRT UNDER THE CONCRETE SLAB. REMOVE ALL

WATER LINES FROM EXISTING WALL AND PRESSURE

TANK, AND CAP AT BUILDING ENTRY POINT. CAP SUPPLY

PIPING AT THE LOCATION WHERE THE LINE SPLITS FROM

THE EXISTING WELL PUMP TO THE NEW BUILDING

CONNECTION POINT. IF PIPING IS UNDERGROUND

ABANDON IN PLACE. REPAIR ANY NEW OPENING IN WALL,

FLOOR OR CEILING TO MATCH EXISTING.

KEY NOTES:

1. VENT THROUGH ROOF.

2. CONNECT TO EXISTING SEPTIC SYSTEM.

COORDINATE EXACT CONNECTION POINT WITH SEE

CIVIL. MATCH SANITARY MAIN TO EXISTING PIPE

SIZE. IF EXISTING PIPE TO REMAIN TO SEPTIC

SYSTEM AT POINT OF CONNECTION IS 3", THEN

CHANGE ALL 4" PIPE TO 3".

0'

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

4'2'1'

N

Jeremy Landrith Text Box 12/23/21

B

A

FD-3

P-114

P-502

P-401

TMV-1

FD-2

FD-1

P-114

P-401

TMV-1

WH-1

PT-1

1/2"

1/2"

1/2"

1"

3/4"

3/4"

1/2"

1/2"

3/4" CW

1/2" HW

3/4" CW

1/2" HW

1/2"

P-801

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

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OR

D1 -2

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1.D

W G

BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

WATER SUPPLY PLUMBING PLAN

PP101

LLSCDL

SHEET NOTES:

1. CONTRACTOR TO COORDINATE EQUIPMENT MOUNTING

LOCATION WITH ARCHITECTURE AND OTHER BUILDING

SYSTEMS. NOTIFY COR SHOULD CONDITIONS BE FOUND

TO DIFFER SIGNIFICANTLY FROM CONSTRUCTION

DOCUMENTS.

2. COORDINATE ALL PIPE ROUTING AND ELEVATIONS WITH

OTHER TRADES IN ADVANCE OF INSTALLATION.

3. DEMOLITION IN EXISTING TOOL BUILDING WILL CONSIST

OF DEMOLISHING ALL EXISTING PLUMBING EQUIPMENT

INCLUDING SINK, TOILET, WELL PRESSURE TANK, METER

AND ASSOCIATED WATER AND SANITARY WASTE AND

VENT PIPING. CUT AND CAP ALL SANITARY SEWER LINES

BELOW THE DIRT UNDER CONCRETE SLAB. REMOVE ALL

WATER LINES FROM EXISTING WALL AND PRESSURE

TANK, AND CAP AT BUILDING ENTRY POINT. CAP SUPPLY

PIPING AT THE LOCATION WHERE THE LINE SPLITS FROM

THE EXISTING WELL PUMP TO THE NEW BUILDING

CONNECTION POINT. IF PIPING IS UNDERGROUND

ABANDON IN PLACE. REPAIR ANY NEW OPENING IN WALL,

FLOOR OR CEILING TO MATCH EXISTING.

KEY NOTES:

1 CONNECT COLD WATER ENTRY FROM EXISTING

WELL TO PRESSURE TANK ENTRY CONNECTION.

WIRE EXISTING PUMP TO PRESSURE SWITCH.

COORDINATE EXACT ENTRY LOCATION WITH CIVIL.

2. INSTALL FREEZE PROOF KEYED WALL HYDRANT.

3. INSTALL TRAP PRIMER.

4. INSTALL RIGHT HAND HANDLE WATER CLOSET.

5. INSTALL LEFT HAND HANDLE WATER CLOSET.

6. INSTALL REDUCED PRESSURE BACKFLOW

PREVENTER.

0'

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

4'2'1'

PLUMBING FIXTURE SCHEDULE

FIXTURE

TAG

NAME BASIS OF DESIGN DESCRIPTION ADA

FLOW

RATE

CW HW SAN VENT

P-401 LAVATORY

BASIN MFR: KOHLER

MODEL: KINGSTON K-2007

FAUCET MFR: ZURN - Z86500-XL

VALVE MFG: AMERICAN STANDARD

VALVE MODEL: SELECTRONIC 605XTMV1070

21" X 18" KINGSTON WHITE WALL MOUNT VITREOUS CHINA WITH

4" CENTER FAUCET HOLES AND REAR CENTER DRAIN.

METERED PUSH BUTTON FAUCET, VANDAL-RESISTANT, 3.75"

POLISHED CHROME SPOUT, BRASS.

YES 0.5 GPM 1/2" 1/2" 2" 1-1/2"

TMV-1

THERMOSTATIC

MIXING VALVE

MFR: AMERICAN STANDARD

MODEL: SELECTRONIC 605XTMV1070

LEAD FREE CAST COPPER. ANTI-SCALD PROTECTION -- 1/2" 1/2" 1/2" -- --

P-114 WATER CLOSET

MFR: KOHLER

MODEL: K-25087-T

VALVE: CLASS FIVE CANISTER

VITREOUS CHINA, FLOOR MOUNT, ADA WATER CLOSET

WITH LID LOCKS

YES 1.28 GPF 3/4" -- 4" 1-1/2"

P-502 SERVICE SINK

MFR: FIAT

MODEL: TSBCR1000 SERIES

FAUCET MFG: CHICAGO FAUCETS

VALVE MODEL: 540-LD897SCP

TERRAZZO CORNER FLOOR MOUNTED MOP SINK 24" X 24" X 12"

WITH 6" DROP FRONT

P-801 WALL HYDRANT

MFR: ZURN

MODEL: Z1320

NON-FREEZE KEYED WALL HYDRANT WITH RECESSED BOX -- -- -- -- -- --

WATER HEATER SCHEDULE

FIXTURE

TAG

NAME

BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

MODEL

DESCRIPTION

RECOVERY

RATE

TANK

CAPACITY

HEATING

ELEMENT

VOLTS/

PHASE

TEMP

RISE

SET

PRESS

NOTES

WH-1

ELECTRIC WATER

HEATER

AMERICAN

STANDARD

CE-12-AS

DOMESTIC WALL MOUNTABLE WATER HEATER WITH STAINLESS

STEEL DRIP PAN. DRAIN PIPING TO JANITOR'S CLOSET FLOOR DRAIN.

10 gal

1.5 kW 120V / 1

WALL

MOUNTED

WELL PRESSURE TANK SCHEDULE

FIXTURE

TAG

NAME

BASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

MODEL

DESCRIPTION

DRAW

DOWN

TANK

CAPACITY

SET

PRESS

DIAMETER HEIGHT

SET

PRESS

CONNECTION NOTES

PT-1 WELL PRESSURE TANK PENTAIR

PRO-SOURCE PLUS

PREMIUM STEEL TANK

DIAPHRAGM TYPE WELL PRESSURE TANK.

CONTROLLER, PRESSURE SWITCH, RELIEF

VALVE.

5 GAL

20 gal

40-60

PSI

20 IN 21.5 IN

40-60

PSI

1 IN NPT

1 FOOT MAINTENANCE

ENVELOP AROUND TANK

N

Jeremy Landrith Text Box 12/23/21

STRAINER

CW

SEE PLAN FOR SIZE

REDUCED PRESSURE PRINCIPLE

B.F. PREVENTER

AIR GAUGE

PIPE TO FLOOR

DRAIN

MINIMUM 1/4" CLEARANCE

ALL AROUND PROVIDE 2"

CLEARANCE ALL AROUND

FOR SPRINKLER PIPE.

EXTERIOR

BLOCK

WALL

STEEL PIPE

SEAL WITH

WATERPROOF

SEALANT

SEALANT

BACKING

MATERIAL

FILL WITH

NON-SHRINK

GROUT

STEEL

PIPE

SLEEVE

1/2" TRAP PRIMER SUPPLY

DOMESTIC WATER LINE

TRAP PRIMER VALVE

DISTRIBUTION UNIT, FOR

5 LINES

1/2" TRAP PRIMER LINE

SLEEVE THRU

SLAB

FLOOR SLAB

FLOOR DRAIN

ALL-THREAD ROD SECURED TO

STRUCTURE WITH CLAMPS,

FASTENERS, AND HARDWARE

WH-1

NOTE: EXTERNAL

GAUGE TAPS ON PIPES

SHALL NOT BE

REQUIRED WHEN

PUMP IS PROVIDED

WITH FLANGE GAUGE

H C

DRAIN

FINISHED

FLOOR

IPS

SUPPLY

NOTE: WALL MOUNTED PER

MANUFACTURER'S SPECIFICATIONS.

INSIDE (BACK) OF WALL

INLET

CONNECTION

FINISHED

WALL

WALL BOX

FLANGE

WALL CLAMP

NON-FREEZE HYDRANT

WITH INTEGRAL VACUUM

BREAKER ASSEMBLY

T&P RELIEF VALVE AND

DISCHARGE PIPING INTO

FLOOR DRAIN

WALL

WALL

MOUNTING

BRACKET

GABLE ROOF WITH ASPHALT

SHINGLES SEE

ARCHITECTURE DRAWINGS

SEAL ENDS OF INSULATION

WITH PLASTIC CEMENT

PIPING THROUGH ROOF

WITH INSULATION AND

ALUMINUM JACKET

DRAW BAND

ROUND COPPER WEATHER CAP,

CAULK THE SEAM BETWEEN THE

CAP AND ALUMINUM JACKET

SQUARE SHAPED COPPER

FLASHING

WITH FLANGE BASE

SECURE FLASHING IN PLACE

WITH 8 EVENLY SPACED

ROOFING NAILS

TWO LAYERS 15 LB. FELT,

SET IN BEDS OF PLASTIC

CEMENTS AND EXTENDED

MIN. 3" AND 6" BEYOND EDGE

OF FLASHING ON EACH SIDE

AND MOP INTO ROOFING

ASPHALT SHINGLES

PRESSURE SWITCH

PRESSURE GAUGE

1/4" X 3" NIPPLE

VALVE

1/4" PLUG

OPTIONAL

GATE

VALVE

PRESSURE GAUGE

TO WELL

MALE PVC

ADAPTER

TO SYSTEM

PRESSURE RELIEF

VALVE/ DRAIN

SCALE:

PRESSURE TANK

N.T.S

SCALE:

WATER HEATER

N.T.S SCALE:

LAVATORY P-401

N.T.S SCALE:

MOP SINK

N.T.S

SCALE:

TRAP SEAL PRIMER

N.T.S

SCALE:

REDUCED PRESSURE

BACKFLOW PREVENTER

N.T.S

SCALE:

PIPE SLEEVE THROUGH EXTERIOR WALL

N.T.S

SCALE:

PIPING THROUGH ROOF

N.T.S SCALE:

FREEZE PROOF KEYED WALL HYDRANT

N.T.S

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

:\G

OR

D1 -2

1 F

OR

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DR

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IN

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\S

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PI

1.D

W G

BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

PLUMBING DETAILS

PI501

LLSCDL

Jeremy Landrith Text Box 12/23/21

WATERPROOF

MEMBRANE

CLAMP WATERPROOF

MEMBRANE INSIDE OF

DRAIN BODY TO DRAIN

TO WEEP HOLES

NICKLE

BRONZE

ADJUSTABLE

STRAINER

(FLUSH

WITH

FINISHED

FLOOR)

LOOSE GRAVEL

AT WEEP HOLES

THIN SET

MORTAR BED SETTING

FLASHING

CLAMP WITH

WEEP HOLES

STRUCTURAL SLAB

THREADED, CAULKED OR

NO-HUB CONNECTION

PROVIDE A METAL

SUPPORT PLATE WHEN

DRAIN IS INSTALLED IN

AN EXISTING FLOOR -

CAULK AROUND DRAIN

PRIOR TO RE-GROUTING

SOIL PIPE

FINISHED FLOOR

STOP VALVE

CW PIPE

VENT PIPE

WALL

SCALE:

WATER CLOSET WITH FLUSH TANK

N.T.S

SCALE:

FLOOR DRAIN (FD) TYPE C

N.T.S

Project Number

Drawing Number

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

FORT LYON, COLORADO

889CM3005

DECEMBER 23, 2021 Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building Number

BID DOCUMENTS SUBMISSION

BID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

FORT LYON NATIONAL CEMETERY

NEW RESTROOMCB Design Group

(888) 585-2234

OCMI

(202) 607-7575 Clark Land Surveying

(719) 766-9076

Fil e P ath : P

:\G

OR

D1 -2

1 F

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PI

2.D

W G

BID DOCUMENTS SUBMISSION

GORDON

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

(304) 725-8456

AES Group

(303) 841-3922

CRA

(859) 252-4737

Mabbett & Associates

(781) 275-6050

PLUMBING DETAILS

PI502

LLSCDL

Jeremy Landrith Text Box 12/23/21

1. CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE

CODES AND STANDARDS. ALL ELECTRICAL WORK SHALL BE IN

STRICT COMPLIANCE WITH THE CURRENT EDITION OF THE NEC.

ELECTRICAL WORK SHALL ALSO COMPLY WITH ANY APPLICABLE

FEDERAL AND STATE REGULATIONS. PROVIDE AND MAINTAIN

ELECTRICAL SAFETY AND WORKING CLEARANCES IN FRONT OF

AND AROUND ALL ELECTRICAL PANELS AND DISTRIBUTION

EQUIPMENT IN ACCORDANCE WITH NEC.

2. ALL MATERIAL SHALL CONFORM TO NEMA, ANSI AND U.S.

STANDARDS, WHICHEVER APPLIES AND SHALL BEAR THE

INSPECTION LABEL OF UNDERWRITER LABORATORIES, INC.

3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION

ABOUT QUALITY AND GENERAL INSTALLATION REQUIREMENTS

OF ELECTRICAL CONSTRUCTION MATERIALS, ITEMS, AND

DEVICES.

4. FOR QUALITY ASSURANCE, ALL EQUIPMENT SHALL BE UL LISTED

AND APPROVED. ALSO, PERFORM WORK IN ACCORDANCE WITH

THE NATIONAL ELECTRICAL CONTRACTOR ASSOCIATION (NECA)

"STANDARD OF INSTALLATION."

5. CONTRACTOR TO PATCH AND REPAIR ALL SURFACES TO A "LIKE

NEW" FINISH. IF ANY ADJACENT FINISH SURFACES ARE

AFFECTED, PROVIDE A SEAMLESS TRANSITION AND FINISH

LEVEL.

6. PROVIDE SEALANT AROUND ALL ELECTRICAL OUTLETS,

PLUMBING FIXTURES, PIPING, AND EQUIPMENT ABUTTING OR

PENETRATING A WALL OR PARTITION INCLUDING FIRESTOPPING

AT FIRE RATED ASSEMBLES. PROVIDE FIRESTOPPING AROUND

ALL PENETRATIONS OCCURRING THROUGH FLOORS, WALLS,

AND CEILINGS AT FIRE-RATED ASSEMBLIES.

7. CLEAN ALL AREAS OF WORK UPON COMPLETION, INCLUDING BUT

NOT LIMITED TO: ALL EXISTING EQUIPMENT, FIXTURES,…