941002 SRCNC Gravesite Expansion Bid Set - Plans 8 of 8.pdf

REQUIRED SPECIAL INSPECTIONS AND TESTS OF MASONRY

LEVEL A QUALITY ASSURANCE REFERENCE TMS 402 TABLE 3.1.1

MINIMUM VERIFICATION

PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION - REFERENCE 2024 IBC 1705.3

TYPE

PERIODIC

SPECIAL

INSPECTION

INSPECT REINFORCEMENT, INCLUDING TENDONS AND VERIFY PLACEMENT.

CONTINUOUS

SPECIAL

INSPECTION

X

REINFORCING BAR WELDING:

a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706:

b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND

c. INSPECT ALL OTHER WELDS.

X

X

INSPECT ANCHORS CAST IN CONCRETE. X

INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED ABOVE. X

X

VERIFY USE OF REQUIRED DESIGN MIX. X

X

PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP

AND AIR TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

-X

INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. -X

VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. X-

INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING

FORMED.

X-

POST-INSTALLED ANCHOR / REINFORCING STEEL SPECIAL INSPECTIONS (ICC-ES REPORT)

TYPE

EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS INSTALLATION

PERIODIC

SPECIAL

INSPECTION

CONTINUOUS

SPECIAL

INSPECTION

-X

TORQUE TESTING OF EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS -100%

ADHESIVE ANCHORS, REINFORCING STEEL INTO HARDENED CONCRETE INSTALLATION -X

TENSION TEST OF ADHESIVE ANCHORS FIRST 3 AND

1% OF

REMANING

POST-INSTALLED ANCHORS / REINFORCING STEEL SPECIAL INSPECTIONS

REFERENCE INDIVIDUAL ANCHOR - ICC-ES REPORT

TASKS PERIODIC CONTINUOUS

PRIOR TO START OF WORK REVIEW CONTRACTOR'S INSTALLATION PROCEDURE -

X

X

X

X

X

X

PRIOR TO INSTALLATION OF ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH AND BASE

MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY

MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS

DURING INSTALLATION OF ANCHOR VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR

EMBEDMENT, EDGE DISTANCES AND SPACING

AFTER INSTALLATION OF ATTACHED ASSEMBLY VERIFY NUMBER, EDGE DISTANCES AND

ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE

AFTER INSTALLED TORQUE TEST

PRIOR TO START OF WORK REVIEW CONTRACTOR'S INSTALLATION PROCEDURE

ADHESIVE ANCHORS, REINFORCING STEEL ANCHORED INTO HARDENED CONCRETE

PRIOR TO INSTALLATION OF ANCHOR VERIFY TYPE, DIAMETER, LENGTH, FINISH AND BASE

MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY. VERIFY

MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS

DURING INSTALLATION OF ANCHOR VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR

EMBEDMENT, EDGE DISTANCES AND SPACING

AFTER INSTALLATION OF ATTACHED ASSEMBLY VERIFY NUMBER, EDGE DISTANCES AND

ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE

CURE TIME

X

X

X

X

AFTER INSTALLED TENSION TEST PER ASTM E488 X -

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS - REFERENCE 2024 IBC 1705.6

TYPE

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN

CAPACITY

PERIODIC

SPECIAL

INSPECTION

CONTINUOUS

SPECIAL

INSPECTION

X-

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER

MATERIAL

X-

PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X-

DURING FILL PLACEMENT USE OF PROPER MATERIALS AND PROCEDURES IN ACCORDANCE WITH

THE PROVISIONS OF THE APPROVED GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT

THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL

-X

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS

BEEN PREPARED PROPERLY

X-

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - REFERENCE 2024 IBC 1705.2

INSPECTION TASKS PRIOR TO WELDING - REFERENCE AISC 360-16 SPECIFICATION, TABLE N5.4-1

INSPECTION TASKS PRIOR TO WELDING QC QA

WELDER QUALIFICATION RECORDS AND CONTINUITY RECORDS PERFORM

PERFORM

PERFORM

OBSERVE

OBSERVE

OBSERVE

PERFORM

OBSERVE

OBSERVE

OBSERVE

OBSERVE

PERFORM

PERFORM

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - REFERENCE 2024 IBC 1705.2

INSPECTION TASKS DURING WELDING - REFERENCE AISC 360-16 SPECIFICATION, TABLE N5.4-2

INSPECTION TASKS DURING WELDING QC QA

OBSERVE

PERFORM

OBSERVE

PERFORM

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - REFERENCE 2024 IBC 1705.2

INSPECTION TASKS AFTER WELDING - REFERENCE AISC 360-16 SPECIFICATION, TABLE N5.4-3

INSPECTION TASKS AFTER WELDING QC QA

WELDS CLEANED OBSERVE

PERFORM

OBSERVE

OBSERVE

PERFORM

OBSERVE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - REFERENCE 2024 IBC 1705.2

INSPECTION TASKS PRIOR TO BOLTING - REFERENCE AISC 360-16 SPECIFICATION, TABLE N5.6-1

INSPECTION TASKS PRIOR TO BOLTING QC QA

MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS OBSERVE

PERFORM

PERFORM

OBSERVE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - REFERENCE 2024 IBC 1705.2

INSPECTION TASKS DURING BOLTING - REFERENCE AISC 360-16 SPECIFICATION, TABLE N5.6-2

INSPECTION TASKS DURING BOLTING QC QA

FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS

REQUIRED

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

REQUIRED SPECIAL INSPECTIONS AND TESTS OF STRUCTURAL STEEL - REFERENCE 2024 IBC 1705.2

INSPECTION TASKS AFTER BOLTING - REFERENCE AISC 360-16 SPECIFICATION, TABLE N5.6-3

INSPECTION TASKS AFTER BOLTING QC QA

DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PERFORM PERFORM

CHECK WELDING EQUIPMENT

WPS AVAILABLE

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

MATERIAL IDENTIFICATION (TYPE / GRADE)

WELDER IDENTIFICATION SYSTEM

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)

FIT-UP OF CJP GROVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT

GEOMETRY)

CONFIGURATION AND FINISH OF ACCESS HOLES

FIT-UP OF FILLET WELDS

CONTROL AND HANDLING OF WELDING CONSUMABLES

PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS

NO WELDING OVER CRACKED TACK WELDS

ENVIRONMENTAL CONDITIONS

WPS FOLLOWED

WELDING TECHNIQUES

ARC STRIKES

SIZE, LENGTH, AND LOCATION OF WELDS

WELDS MEET VISUAL ACCEPTANCE CRITERIA

NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF EOR

K-AREA

WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

REPAIR ACTIVITIES

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS

PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER

COMPONENTS

CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL

CORRECT BOLTING PROCEDURE SELECTED FOR JOINT DETAIL

CONNECTION ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITIONS AND

HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

PRE-INSTALLATION VERIFICATION TESTING

FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARDS THE FREE EDGES

JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE-TENSIONING OPERATION

FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING

PERFORM PERFORM

PERFORM PERFORM

PERFORM PERFORM

PERFORM PERFORM

PERFORM PERFORM

PERFORM PERFORM

PERFORM PERFORM

OBSERVEOBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE

OBSERVE OBSERVE

OBSERVE OBSERVE

OBSERVE OBSERVE

OBSERVE OBSERVE

OBSERVE OBSERVE

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof4F Project Number: 23.2693.L01

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD,

SUITE 301

HIGHLANDS RANCH, CO 80129

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

/7

/2

:1

:3

A

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Bid Documents

05/16/2025

QA NOTES & TABLES

S-002

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

EMES

BUHL, IDAHO

941-002

QUALITY ASSURANCE PLAN AND STATEMENT OF SPECIAL INSPECTION NOTES

1. SPECIAL INSPECTIONS FOR THIS PROJECT ARE REQUIRED PER THE 2024 INTERNATIONAL BUILDING CODE CHAPTER 17, SECTION 1704 AND 1705. SEE PROJECT SPECIFICATIONS AND STATEMENT OF SPECIAL INSPECTIONS BELOW FOR SPECIFIED REQUIREMENTS.

2. THE OWNER SHALL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY TO PERFORM SPECIAL INSPECTION SERVICES FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES. SPECIAL INSPECTORS’ INSPECTIONS ARE IN ADDITION TO ANY INSPECTION PERFORMED BY

THE AUTHORITY HAVING JURISDICTION.

3. THE SPECIAL INSPECTOR OR INSPECTION AGENCY RETAINED FOR CONDUCTING INSPECTIONS SHALL NOT BE EMPLOYED DIRECTLY OR INDIRECTLY BY THE CONTRACTOR, UNLESS APPROVED BY THE AUTHORITY HAVING JURISDICTION.

4. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING:

a. STEEL CONSTRUCTION (IBC 1705.2, AISC 360-16)

1. WELDING

2. HIGH STRENGTH BOLTS

b. CONCRETE CONSTRUCTION (IBC 1705.3, ACI 318)

c. SOILS (IBC 1705.6)

5. SEE INSPECTION TABLES AND REFERENCED DOCUMENTS FOR MORE IN-DEPTH INSPECTION REQUIREMENTS.

a. ‘O’ = OBSERVE, INSPECTOR SHALL OBSERVE THESE ITEMS ON A RANDOM BASIS

b. ‘P’ = PERFORM, INSPECTOR SHALL PERFORM TASKS FOR EACH MEMBER

6. FOR SHOP FABRICATED MEMBERS AND ASSEMBLIES, INSPECTIONS SHALL OCCUR UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR HAS A CURRENT ICC-

ES EVALUATION REPORT.

a. AT COMPLETION OF FABRICATION BY AN APPROVED FABRICATOR, THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF

COMPLIANCE THAT THE WORK WAS COMPLETED IN COMPLIANCE WITH CONTRACT DOCUMENTS.

7. THE SPECIAL INSPECTOR FOR EACH MATERIAL SHALL SUBMIT SPECIAL INSPECTOR QUALIFICATIONS TO THE AUTHORITY HAVING

JURISDICTION PRIOR TO START OF WORK

8. A FINAL REPORT OF SPECIAL INSPECTIONS, DOCUMENTING COMPLETION OF ALL REQUIRED SPECIAL INSPECTIONS, INCLUDING TESTING

AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS, SHALL BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION STATING THAT THE WORK WAS COMPLETED IN SUBSTANTIAL CONFORMANCE TO THE APPROVED PLANS, SPECIFICATIONS, AND THE APPLICABLE PROVISIONS OF THE CODE. ANY WORK NOT IN COMPLIANCE SHALL BE DESCRIBED IN THE REPORT.

9. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK WITH THE INSPECTOR (WITH UPDATES AS NEEDED) TO FACILITATE PROPER INSPECTION PER THE CODE. CONTRACTOR SHALL KEEP WORK EXPOSED AND ACCESSIBLE UNTIL REQUIRED SPECIAL INSPECTIONS ARE COMPLETE. ANY COSTS TO RE-EXPOSE AREAS NOT INSPECTED SHALL BE BORNE BY THE

CONTRACTOR.

10. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. INSPECTOR SHALL SUBMIT

TIMELY REPORTS OF NON-CONFORMANCE TO SEOR.

11. STRUCTURAL OBSERVATION BY THE ENGINEER DOES NOT CONSTITUTE SPECIAL INSPECTIONS.

5/16/25

71 83

B

C

4" SOG

0'-0"

CJ

CJ CJC

J

C J

C

JCJ CJ

C J

2' - 0" TYP

S-302

S-302

TYP

T/FTG= -2' - 0"

20' - 0"

S-101 7

S-101

S-1015

S-101

S-302

TYP

4" 4"H

SS4X

4X 1/

H

SS4X

4X 1/

A

S-302

TYP

B

C

/4

/2

/2

/4

R

R

WOOD ROOF TRUSSES @ 2' OC

4" / 1'-0"4" / 1'-0"

S-600

TYP

S-600

TYP

S-101

S-101 7

S-101

S-1015

S-101

R1 R1

A

3' - 1 1/4" 20' - 0" 3' - 1 1/4"

S-600

S-600

2x6 @ 2' OC, MAX, TYP

S-600

TYP

HSS STEEL TRUSS

S-101

TYP

14' - 11 3/4"

T/ PLYWD

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

ML8

ML8

ML8

M J

M J

M J

M J

M J

M J

S-401

TYP

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

BC A

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

1 2

LEVEL 1

0' - 0"

LEVEL 2

10' - 0"

B CA

LEVEL 2

10' - 0"

1 2

32 PSF

23 PSF

8 PSF

4' - 0"

LEVEL 2

10' - 0"

4"5' - 0"5' - 0"5' - 0"5' - 0"4"

/2

S-600

TYP

/2

S-600

TYP

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof4F Project Number: 23.2693.L01

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD,

SUITE 301

HIGHLANDS RANCH, CO 80129

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

/7

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:1

:3

A

M

Bid Documents

05/16/2025

FRAMING PLANS, SNOW LOAD PLAN, &

WALL ELEVATIONS

S-101

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

EMES

BUHL, IDAHO

941-002

1/4" = 1'-0"

FIRST FLOOR PLAN

1/4" = 1'-0"

ROOF FRAMING PLAN

FIRST FLOOR PLAN NOTES:

1. SEE GENERAL NOTES, SPECIFICATIONS, AND DETAILS FOR ADDITIONAL INFORMATION.

2. TOP OF SLAB = 0’-0” WHICH IS 3795.37’ IN CIVIL ELEVATION. SEE CIVIL AND ARCHITECTURAL DRAWINGS FOR LAYOUT IN SPACE.

3. SEE ARCHITECTURAL DRAWINGS FOR SLAB ON GRADE SLOPES, STEPS, AND DEPRESSIONS NOT SHOWN ON STRUCTURAL.

4. SEE ARCH DRAWINGS FOR VAPOR RETARDER LOCATIONS. INSTALL VAPOR RETARDER DIRECTLY UNDER SLAB PER RECOMMENDATIONS OF PCA

AND ACI 302.1R-04. TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB TO ACHIEVE SPECIFIED FLOOR FLATNESS AND LEVELNESS

VALUES.

5. SEE ELEVATIONS AND DETAILS FOR MASONRY WALL INFORMATION.

6. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF OPENINGS

ROOF PLAN NOTES:

1. SEE GENERAL NOTES, SPECIFICATIONS, AND DETAILS FOR ADDITIONAL INFORMATION.

2. DECK NOTATED AS R1 IS 15/32" WITH A MIN SPAN RATING OF 32/16, APA RATED SHEATHING, EXPOSURE 1, NOMINAL 4'x8', UNO. SHEATHING

FASTENED TO SUPPORTS AS FOLLOWS:

A. EDGE: 8d @ 6" OC B. FIELD: 8d @ 6" OC

3. CONTRACTOR TO PROVIDE ALL REQUIRED TEMPORARY AND PERMANENT TRUSS BRACING. COORDINATE WITH TRUSS ENGINEER.

1/8" = 1'-0"

NORTH ELEV

1/8" = 1'-0"

EAST ELEV

1/8" = 1'-0"

SOUTH ELEV

1/8" = 1'-0"

WEST ELEV

WALL ELEVATION NOTES:

1. ALL WALLS ARE 8” CMU WITH #4 @ 48” OC.

2. SEE ELEVATIONS AND DETAILS FOR ADDITIONAL REINF AT JAMBS, LINTELS,

AND BOND BEAMS.

3. PROVIDE (1) #5 BOND BEAM AT TOPS OF ALL WALLS AND AT ROOF DECK

ELEVATION.

1/4" = 1'-0"

WOOD TRUSS DESIGN LOADS

TRUSS NOTES:

1. DESIGN TRUSS FOR WIND AND SEISMIC LOADS FROM DESIGN CRITERIA.

2. DESIGN TOP CHORD DEAD LOAD = 10 PSF

3. DESIGN BOT CHORD DEAD LOAD = 10 PSF

4. DESIGN TOP CHORD LIVE LOAD = 20 PSF

5. SNOW LOAD ABOVE CAN OCCUR ON EITHER SIDE OF CENTERLINE

6. WEB LAYOUT TO BE DETERMINED BY TRUSS SUPPLIER

1/4" = 1'-0"

STEEL TRUSS ELEV

STEEL TRUSS NOTES:

1. ALL TRUSS MEMBERS ARE HSS4x4x1/4

2. HSS CENTERLINES INTERSECT AT PANEL POINTS

72 83

B

A

B

A

A

A

KEYNOTES:

1. TRENCH EXCAVATION, SEE GENERAL

NOTES AND SOILS REPORT FOR BACKFILL

REQUIREMENTS, TYP

2. FINISH GRADE

3. FOOTING, MAY VARY SEE PLAN

4. BOTTOM OF TRENCH SHALL NOT EXTEND

BELOW THIS LINE

5. PIPE SLEEVE - 2" LARGER THAN PIPE

PASSING THROUGH FOOTING STEM

(GROUT ANNULAR SPACE AROUND PIPE)

6. NO PIPE TO PASS THROUGH THIS PORTION

OF FOOTING

7. PIPE, SEE PLAN TYP

NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL

EXCAVATION OPERATIONS WITH BUILDING

FOUNDATION REQUIREMENTS

2. SEE DETAILS AND FOR ADDITIONAL

INFORMATION FOR UTILITIES PASSING BELOW

FOUNDATION

1' - 6"

10' - 0"

PARALLEL TO FOUNDATION

PERPENDICULAR TO FOUNDATION

3/S-3012/S-301

M

IN

1' - 6"

KEYNOTES:

1. STEM WALL, AS OCCURS

2. CONCRETE FOOTING OR FOUNDATION

3. 1'-6" MAX WHERE TRENCH EXCEEDS 1'-6"

NOTIFY STRUCTURAL ENGINEER PRIOR TO

PLACEMENT OF FOOTING

4. BACKFILL AND RECOMPACT TRENCH PER

SOILS REPORT AND SPECIFICATIONS

5. BOTTOM OF TRENCH

6. SEE DETAIL FOR DEPTHS 3'-0" AND

LESS

2/S-301

0"

M

IN

KEYNOTES:

1. STEM WALL, AS OCCURS

2. CONCRETE FOOTING OR FOUNDATION

3. PIPE SLEEVE, PROVIDE 1/2" MIN

CLEARANCE AROUND PIPE

4. PIPE

5. CONCRETE FILL TO BE PLACE BEFORE

FOOTING IS POURED AND POUR FULL

WIDTH OF PIPE TRENCH

6. 8" MIN, 3'-0" MAX WHERE DEPTH IS

GREATER THAN 3'-0" SEE DETAIL

NOTES:

1. PIPES SHALL NOT PASS THRU FOOTINGS NOR BE LOCATED BELOW

ISOLATED COLUMN FOOTINGS.

3/S-301 d

STANDARD BENDS

D1

#3-#8 6d

#9-#11 8d

90° HOOK

180° HOOK

STIRRUP / TIE BENDS

D2

#3-#5 4d

#6-#8 6d

90° HOOK (#3-#5)

d d

D1

D1

2 1/2" MIN

4d d

3" MIN

6d

90° HOOK (#6-#8)

D2 d

D2

12d

180° HOOK (#3-#8)

D2 d

2 1/2" MIN

4d

135° HOOK (#3-#8)

d

D2

3" M

IN

6d

MAX OFFSET BEND

NOTES:

1. ALL BENDS SHALL BE MADE COLD.

2. #14 & #18 BARS SHALL BE BEND TESTED

AND LAB APPROVED PRIOR TO BENDING

GENERAL NOTES:

1. LENGTHS SPECIFIALLY DETAILED ON DRAWINGS SHALL GOVERN IN LIEU OF LAP LENGTHS SCHEDULED

2. ABBREVIATIONS:

a. 'LDH'= HOOK DEVELOPMENT LENGTH

b. 'LTE'= TENSION EMBEDMENT LENGTH

c. 'LTS'= TENSION LAP SLICE LENGTH

3. 'TOP BARS' BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW THE BAR

4. CLEAR COVER IS DEFINED FROM THE NEAREST FACE OF CONCRETE TO THE BAR BEING DEVELOPED OR SPLICED

5. UNLESS NOTED OTHERWISE, ALL HOOK BARS SHALL EXTEND TO THE FAR FACE LESS 2" COVER

6. IF A NOTE OR DETAIL CALLS FOR A BAR TO BE EMBEDDED Ld (DEVELOPMENT LENGTH) INTO CONCRETE, THIS SHALL CORRESPOND TO A 'LTE' LENGTH

7. IF A NOTE OR DETAIL REQUIRES A BAR TO HAVE A DEVELOPMENT OR LAP LENGTH BUT INSUFFICIENT DIMENSION IS AVAILABLE FOR THE LENGTH

SCHEDULED, EXTEND BAR TO FAR FACE OF CONCRETE LESS 2" COVER AND HOOK

ADJUSTMENTS TO GIVEN LENGTHS:

1. IF REINFORCING IS SPECIED AS EXPOXY COATED, INCREASE SCHEDULED LENGTHS BY 50%

2. IF LIGHTWEIGHT AGGREGATE IS SPECIFIED, INCREASE SCHEDULED LAP BY LENGTHS 30%

3. SCHEDULED LENGTHS ASSUME:

A. CLEAR COVER IS AS INDICATED IN SCHEDULE

B. CLEAR SPACING BETWEEN BARS IS GREATER THAN 2xCLEAR COVER C. IF EITHER CONDITION A OR B IS NOT MET FOR A GIVEN BAR, INCREASE LENGTHS BY 50% D. LENGTHS NOTED BASED ON Fy=60,000 PSI.

A. FOR OTHER YIELD STRENGTHS, MULTIPLY LENGTHS NOTED BY Fy/60,000

LAP SPLICE NOTES:

1. ALLSPLICES SHALL BE WIRED IN CONTACT

2. ALL SPLICES ARE 'LTS' UNLESS NOTED OTHERWISE

3. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZED BARS

A. COMPRESSION LAP LENGTH SHALL NOT BE LESS THAN 'LCE' OF THE LARGER BAR

B. TENSION LAP LENGTH SHALL NOT BE LESS THAN 'LTE' OF THE LARGER BAR

4. BUNDLED BAR SPLICES:

A. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL BE STAGGERED

B. INCREASE LAP LENGTH 20% FOR A 3 BAR BUNDLE

C. INCREASE LAP LENGTH 33% FOR A 4 BAR BUNDLE

5. TOP AND BOTTOM BEAM SPLICES SHALL BE STACKED VERTICALLY

HOOK EMBEDMENT NOTES:

1. SCHEDULED HOOK EMBEDMENT LENGTHS ASSUME:

A. SIDE COVER IS 2 1/2 INCHES OR GREATER

B. COVER BEYOND IS 2 INCHES OR GREATER

C. IF REINFORCING IS SPECIED AS EPOXY COATED, INCREASE SCHEDULED LENGTHS BY 20%

D. IF LIGHTWEIGHT AGGREAGATE IS SPECIFIED, INCREASE SCHEDULED LENGTHS BY 30%

E. IF SIDE COVER IS LESS THAN 2 1/2 INCHES, INCREASE LENGTHS BY 40%

BAR

SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

LAP SPLICE & DEVELOPMENT LENGTHS (INCHES) F'c=4,000 PSI, Fy=60,000 PSI

LDH

CLEAR COVER

LTE

0.75"

12 12

12 12

17 15

24 18

38 25

48 29

58 36

71 44

83 53

1" >2"

LTE TOP & LTS

0.75"

12 12

15 15

23 29

31 23

50 33

62 37

76 46

92 57

108 68

1" >2"

BAR

SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

LAP SPLICE & DEVELOPMENT LENGTHS (INCHES) F'c=3,000 PSI, Fy=60,000 PSI

LDH

CLEAR COVER

LTE

0.75"

12 12

14 14

20 17

27 20

44 29

55 33

67 41

82 51

96 61

1" >2"

LTE TOP & LTS

0.75"

13 13

18 18

26 22

35 26

57 38

72 43

87 54

106 66

125 79

1" >2"

TYPICAL REINFORCING BENDS

LTS TOP

0.75"

17 17

23 23

34 28

46 34

74 49

93 56

113 69

137 85

162 103

1" >2"

LTS TOP

0.75" 1" >2"

15 15

20 20

29 25

40 29

65 43

81 49

98 60

119 74

141 89

BAR

SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

LAP SPLICE & DEVELOPMENT LENGTHS (INCHES) F'c=3,500 PSI, Fy=60,000 PSI

LDH

CLEAR COVER

LTE

0.75"

12 12

13 13

19 16

25 19

41 27

51 31

62 38

76 47

89 56

1" >2"

LTE TOP & LTS

0.75"

12 12

16 16

24 20

33 24

53 35

66 40

81 50

98 61

116 73

1" >2"

LTS TOP

0.75"

16 16

21 21

31 26

43 31

69 45

86 52

105 64

127 79

150 95

1" >2"

ADDITIONAL #6x7'-0" @ 12" OC MAX

(2 MIN), CENTER ON

CONSTRUCTION JOINTS

NOTES:

1. REINFORCING SHOWN IS IN ADDITIONAL TO

TYPICAL WALL/ GRADE BEAM REINFORCING

2. WALL/GRADE BEAM REINFORCING IS NOT

SHOWN

3. WALL/GRADE BEAM SHALL BE CONTINUOUS

THROUGH CONSTRUCTION JOINT

3' - 6" 3' - 6"

1ST POUR 2ND POUR

E Q

E Q

E Q

CHAMFER VERTICAL EDGES AS

SHOWN AT CONTRACTOR'S OPTION,

DO NOT CHAMFER TOP & BOTTOM

EDGES

NOTES:

1. WALL/GRADE BEAM REINFORCING IS NOT

SHOWN

2. WALL/GRADE BEAM REINFORCING SHALL

BE CONTINUOUS THROUGH

CONSTRUCTION JOINT

3. CLEAN SURFACES AND REMOVE

LAITANCE

4. WET SURFACE AND REMOVE STANDING

WATER PRIOR TO PLACING CONCRETE

NOTES:

1. SUBMIT LOCATIONS OF CONSTRUCTION JOINTS FOR REVIEW PRIOR TO CONSTRUCTION

2. PLACE A MAXIMUM OF 80 FEET OF CONCRETE IN A STRAIGHT LENGTH OF WALL IN A SINGLE POUR

1 1/2"

2x KEY, TYP

OPTION 2 - ADDITIONAL REINFORCING

WALL ELEVATION

W

W

PLAN SECTION

M A

X

E Q

T Y

P

T Y

P

M

A X

M

IN

OPTION 1 - SHEAR KEYS

WALL ELEVATION

1ST POUR 2ND POUR

TYP

2' - 0"

STANDARD HOOK, TYP

CROSS WALL

T Y

P

2'-0"x2'-0" CORNER

BAR TO MATCH

TYPICAL WALL REINF

OR CONTINUOUS BAR

CONTINUOUS BAR OR

SPLICE BAR TO MATCH

TYPICAL WALL HORIZONTAL

REINFORCING SIZE

AND SPACING

INSIDE

FACES

HORIZONTAL REINF

CORNER BAR SIZE & SPACING

TO MATCH HORIZONTAL REINF

OUTSIDE FACE (SOIL SIDE)

CORNER BAR SIZE & SPACING

TO MATCH HORIZONTAL REINF

INDICATES ADDITIONAL VERTICAL

BARS, SIZE TO MATCH TYPICAL WALL

VERT REINF NOTES:

1. TYPICAL VERTICAL REINFORCING NOT SHOWN

2. SEE WALL DETAILS FOR BAR LAYERING

3. DETAIL IS SIMILAR WHERE SOIL OCCURS ON BOTH SIDES OF WALL

LTE LTE MATCH SIZE AND NUMBER OF FOOTING

BOTTOM BARS IF NO TOP BARS

PRESENT

1ST POUR 2ND POUR

ELEVATION VIEW

T Y

PBAR SPLICES

LTS AT ALL

PLAN AT FOOTING

INTERSECTIONS

CONSTRUCTION

JOINT

C O

N S

T J

O

IN

T

L T

S O

R C

O N

T P

A S

TTHROUGH FOOTING

LTE OR CONTINUOUS

W

TOP REINFORCING IF NOTED

IN SCHEDULE

C L R

T

TRANSVERSE

REINFORCING STRIP FOOTING SECTION

LONGITUDINAL

REINFORCING

NOTES:

1. SEE FOR POUR LENGTH LIMITS AND CONSTRUCTION JOINT DETAILS

T/FTG=

SEE PLAN

6/S-301

NOTES:

1. WALL HORIZONTAL & VERTICAL MAT REINFORCING NOT SHOWN

TO BE CONTINUOUS THROUGH STEP

EXCAVATE STEP AS

STEEPLY AS SOIL

ALLOWS

M A

X

3' - 0"

4" MAX

LTE

LOWEST STEM WALL HORIZ BAR TO EXTEND

LTE MIN PAST FOOTING STEP

4" MAX

3"3"

WALL

DOWELS

STEP T/FOOTING, SEE

PLAN

SEE PLAN

T/FTG=

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof4F Project Number: 23.2693.L01

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD,

SUITE 301

HIGHLANDS RANCH, CO 80129

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

/7

/2

:1

:3

A

M

Bid Documents

05/16/2025

CONCRETE DETAILS

S-301

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

EMES

BUHL, IDAHO

941-002

NTS

TYP TRENCH DETAIL

NTS

PIPE PASSING BELOW CONT FOOTING - DEEP

NTS

PIPE PASSING BELOW CONT FOOTING - SHALLOW

3/4" = 1'-0"

REINFORCING DEVELOPMENT, PLACEMENT, AND BEND INFO

3/4" = 1'-0"

CONSTRUCTION JOINT IN WALL ON FOOTINGS

1/2" = 1'-0"

TYP STEM WALL REINFORCING AT CORNERS / INTERSECTIONS

3/4" = 1'-0"

TYP STRIP FOOTING

NTS

STRIP FOOTING w/ CIP STEM WALL STEP, 3'-0" AND LESS

73 83

1/8"

NOTES:

1. PROVIDE TOOLED OR SAW CUT JOINT AS SOON AS

CONCRETE HAS HARDENED, BUT NO MORE THAN 12

HOURS AFTER CASTING

2. FILL JOINT FULL DEPTH WITH SEMI-RIGID JOINT FILLERS

TOOLED OR SAW CUT JOINT

TYPICAL CONTRACTION JOINT

COMPACTED GRADE. SEE

GEOTECH REPORT

1/4" PREFORMED JOINT FILLER

FULL DEPTH OF SLAB

SEMI-RIGID JOINT FILLER

TYPICAL

WALL ELEVATION

LAP BARS TO MATCH

TOP REINFORCING

U N

O

TOP REINFORCING

LTS+16"

2"

8"

U N

O

#4x @ 12" TOP, A 706 FIELD BENT AT

CONTRACTOR'S

OPTION

" 3'-0"

#4x5'-0" @ 12", EPOXY COATED, CTRD ON WALL

NOTES:

1. SEE ARCHITECT FOR SIZE, THICKNESS, AND LOCATIONS

2. WWR TO MATCH THAT OF SLAB OR 6x6-W2.9xW2.9 WHERE SLAB WWR NOT IDENTIFIED

AT LOW EQUIPMENT PAD

2" CLR

M A

X

C L R

N E

E D

N O

T E

X C

E E

D

#4 AT PERIMETER

WWR 6x6- W2.9xW2.9

#4 @ 16" OC, CIP DRILL AND

EPOXY AT CONTRACTOR'S

OPTION

T

W H

IC

H

E V

E R

I S

S M

A L

L E

R M

A X

D

.3

T O

R

D

CLR

3D (12" MIN)

TYP EACH WAY

2" CLR TO REINFORCING

12" MAX

N O

T E

E D

G E

S T

Y P

F

R O

M A

L L

NOTE 1D

NOTE 2

ALIGN PENETRATIONS

VERTICALLY AND

HORIZONTALLY

EDGE OF WALL

(BOT, OPENING, ETC)

REINFORCING, TYP

H

M A

X

T Y

P

L T

S

H

W, 3'-0" MAXLTS+W 3" TYP

ADD 1/2 NUMBER OF BARS

INTERRUPTED BY OPENING

PLUS 1, SPACE AT 3" OC

DETAIL SIMILAR FOR

CIRCULAR

OPENINGS

AT PIPING OR CONDUIT

(WALL SECTION)

AT OPENINGS 12" OR LESS

(WALL ELEVATION)

TYPICAL OPENING

(WALL ELEVATION)

NOTES:

1. WHERE CLEAR DISTANCE BETWEEN PIPING/CONDUIT CAN NOT BE ACHIEVED

AS SHOWN, STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED FOR

REVIEW

2. IN WALL PIPING/CONDUITS GREATER THAN 0.3T SHALL BE SUBMITTED FOR

REVIEW

3. LOCATE PIPING./CONDUITS WITHIN MIDDLE THIRD (T/3) OF WALL

NOTES:

1. GREATER OF 2xD AND 12", WHERE CLEAR DISTANCE IS NOT ACHIEVABLE, TREAT AREA AS SINGLE OPENING REINFORCED PER "TYPICAL OPENING"

DETAIL

2. DO NOT CORE OPENINGS, SLEEVE OPENINGS PRIOR TO PLACING CONCRETE

3. DO NOT CUT REBAR AT PENETRATION LOCATIONS. REBAR MAY BE MOVED 8"

MAX TO ACCOMMODATE PENETRATIONS

4. SCHEDULE 40 STEEL SLEEVES SHALL BE USED IN CRITICAL AREAS OF THE

WALL AND SLABS AS DETERMINED BY STRUCTURAL ENGINEER OF RECORD

NOTES:

1. DETAIL APPLIES UNLESS REINFORCING IS SPECIFICALLY DETAILED ON THE

DRAWINGS

2. HOOK BARS WITH STANDARD HOOK WHERE LTS CANNOT BE ACHIEVED

1' - 2"

2' - 0"

#4 HORIZ @ 12", EF

#4 VERT @ 18", EF

(3) #4xCONT

#4 @ 12"

S-302

T/FTG=

SEE PLAN

M

IN

M L S

MASONRY DOWELS

TO MATCH MASONRY

WALL REINFORCING

SIZE, SPACING AND

LOCATION

L T

E

ANCHOR RODS BY

EQUIPMENT

MANUFACTURER

C L R

C L R

#4@12", EACH WAY, TOP &

BOTTOM

MIN

6"

3" CLR

-1'-6"

(4)#5 EW BOT

4' - 0" x 4' - 0"

ISOLATION JOINT SEE

COLUMN BLOCKOUT SEE 3/S-302

2/S-302

S-302

FOR ADDITIONAL

INFO

PLAN AT COLUMN

CONTROL JOINT OR

CONSTRUCTION JOINT

ISOLATION JOINT, TYP

TOOLED JOINT, TYP

CONSTRUCTION JOINT

COLUMN, SEE

PLAN FOR

SHAPE

DIAMOND OR

ROUND

BLOCKOUT

SEE PLAN FOR SUPPORTED

COLUMN TYPE AND SIZE

3/4"Ø ANCHOR RODS, UNO

PL WASHER 1/2x2x2 W/

STANDARD HOLES

1 5/16"Ø HOLES IN BASE

PLATE UNO

OPTIONAL LEVELING NUTS

DOUBLE NUT OR HEADED

ANCHOR ROD TYPICAL

TYP

1 1/2"

10"

HSS COLUMN

T Y

P

/2

1/4

HSS

G R

O U

T

/2

N O

N -S

H R

IN

K

/2

M A

X A

B O

V E

N U

T

M

IN

P R

O J E

C T

IO

N

3/4" PL

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof4F Project Number: 23.2693.L01

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD,

SUITE 301

HIGHLANDS RANCH, CO 80129

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

/1

/2

:5

:0

P M

ADDENDUM 1, REISSUED FOR BID

07/30/2025

TYP CONCRETE DETAILS

S-302

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

EMES

BUHL, IDAHO

941-002

1 1/2" = 1'-0"

TYP 4" SLAB JOINTS

1 1/2" = 1'-0"

TYP SOG ISOLATION JOINT

NTS

TYP SOG EXT THRESHOLD

3/4" = 1'-0"

TYP SOG EQUIPMENT PAD

NTS

CAST IN PLACE WALL PENETRATIONS

3/4" = 1'-0"

TYP STEM WALL AND FOOTING

3/4" = 1'-0"

TYP EXTERIOR EQUIPMENT PAD

1" = 1'-0"

TYP EXTERIOR COLUMN BASE

NTS

SOG BLOCKOUT AT COLUMN/PILASTER

1 1/2" = 1'-0"

TYP GRAVITY COLUMN BASE PLATE

1 ADDENDUM 1, REISSUED FOR BID 07/30/25

5/16/25 brett.hanson Text Box brett.hanson Text Box

VARIES

SEE LANDSCAPE

DWGS

VENEER, SEE ARCH

FINISH GRADE

SEE CIVIL

S-302

VARIES

7' - 6"

6"

#5@12"

(8)#5

6"

#4@18" VERT, EF

#4@12" HORIZ, EF

M

IN

#4 TIES @ 8"OC

(14)#6 BARS EVENLY

SPACED PER 2/S-321

M A

X

M

IN

SEE LANDSCAPE

DWGS

COLUMBARIUM NICHES,

SEE LANDSCAPE

FINISH GRADE

SEE CIVIL

4' - 2"6" 6"

7' - 6"

VENEER, SEE LANDSCAPE

STAINLESS STEEL COLUMBARIUM

ANCHOR BOLTS BY

CONTRACTOR, TYP

#5@12"

(8)#5

#4@18" VERT, EF

#4@12" HORIZ, EF

M A

X

M

IN

M

IN

SEE LANDSCAPE

DWGS

SEE LANDSCAPE

DWGS

VENEER, SEE

LANDSCAPE

FINISH GRADE

SEE CIVIL

S-302

VARIES

VARIES

#4@12", EF HORIZ

#4@18", EF VERT

#4 TIES @ 8"OC

(10)#6 BARS EVENLY

SPACED PER 2/S-321

6" TYP 6" TYP

M A

X

M

IN

#5@12"

(8)#5

7' - 6"

SEE LANDSCAPE

DWGS

MEMORIAL WALL

VENEER, SEE

LANDSCAPE

FINISH GRADE

SEE CIVIL

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

VENEER, SEE LANDSCAPE

#5@12" VERT, EF

#5@8" HORIZ, EF

#4@18" VERT, EF

#4@12" HORIZ, EF

2' - 3 1/2"

M A

X

M

IN

M

IN

#5@12"

(8)#5

7' - 6"

SEE LANDSCAPE

DWGS

COLUMBARIUM

MEMORIAL WALL

S-321

S-321

S-321

S-321

VENEER, SEE ARCH

VENEER, SEE

LANDSCAPE

FOOTING BELOW

PER SECTIONS

FOOTING BELOW

PER SECTIONS

1' - 0"

CONC PILASTER

1' - 0"

CONC PILASTER

NOTES:

1. SEE LANDSCAPE DRAWINGS FOR DIMENSIONS OF END

OF WALL PILASTER

8"

M

IN

M A

X

3' - 0" 4' - 0"

#4@12"OC

EW, T&B

#6 @ 12"OC, VERT

#4 @ 12"OC, HORIZ

SETTLING PONDIRRIGATION POND

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof4F Project Number: 23.2693.L01

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD,

SUITE 301

HIGHLANDS RANCH, CO 80129

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

/7

/2

:1

:4

A

M

Bid Documents

05/16/2025

SITE STRUCTURE DETAILS

S-321

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

EMES

BUHL, IDAHO

941-002

3/4" = 1'-0"

COLUMBARIUM SECTION AT PILASTER

3/4" = 1'-0"

COLUMBARIUM SECTION AT NICHE

3/4" = 1'-0"

MEMORIAL WALL SECTION AT PILASTER

3/4" = 1'-0"

MEMORIAL WALL SECTION AT MARKER

3/4" = 1'-0"

WALL ENDS PARTIAL PLANS

3/4" = 1'-0"

SETTLING POND CONCRETE WEIR

75 83

MASONRY LAP SPLICE SCHEDULE

BAR SIZE

ENGLISH METRIC

R E

IN

F

C E

N T

E R

E D

M A

S

R E

IN

F

C E

N T

E R

E D

M A

S

R E

IN

F

A T

F A

C E

A N

D

T

B O

N D

B E

A M

S f'm = 2000 PSI

#3 #10 15 15

#4 #13 20 22

#5 #16 25 35

#6 #19 38 (NOTE 8) 54 (NOTE 8)

#7 #22 52 (NOTE 8) 63 (NOTE 8)

#8 #25 72 (NOTE 9) 72 (NOTE 9)

#9 #29 81 (NOTE 9) 81 (NOTE 9)

NOTES:

1. SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT

SIZED BARS.

2. LAP LENGTHS SPECIFICALLY DETAILED ON DRAWINGS SHALL GOVERN

INSTEAD OF SCHEDULED LAP LENGTHS.

3. IF REINFORCING IS SPECIFIED AS EPOXY COATED, INCREASE LENGTHS BY

50%.

4. MECHANICAL COUPLERS MAY BE USED IN LIEU OF ANY LAP LENGTH

SHOWN.

5. WHEN LOW LIFT GROUTING IS USED, AND THE LAP LENGTH EXCEEDS THE

GROUT LIFT HEIGHT (NOTED BY *), A MECHANICAL COUPLER IS REQUIRED

IN LIEU OF LAPPED REINF.

6. VERTICAL REINF IN PILASTERS WITH AT LEAST 3 1/2" CLEAR SHALL BE

SPLICED PER THE "REINF CENTERED" COLUMN.

7. HORIZONTAL BOND BEAM REINF SHALL BE SPLICED PER THE "REINF AT

FACE" COLUMN.

8. REINF IN THESE SIZES SHALL NOT BE USED IN 6" MASONRY.

9. REINF IN THESE SIZES SHALL NOT BE USED IN 6", 8" OR 10" MASONRY.

2" CLEAR

MLS MLS

T Y

P

MAX (2) BARS PER COURSE,

PLACE ADDITIONAL ROWS

OF REINFORCEMENT

IN COURSE ABOVE

GROUT LINTEL SOLID FOR DEPTH

SHOWN ON ELEVATIONS

VERTICAL REINFORCEMENT,

SEE WALL SCHEDULE

NOTE:

1. SEE ELEVATION FOR LINTEL

LOCATIONS AND TYPE

2. EXTEND LINTEL REINFORCING 16"

PAST OPENING OR TO CONTROL JOINT

A P

P L

IC

A B

L E

T Y

P W

H E

R E

TOP BARS IN LINTEL WHERE

SHOWN ON ELEVATIONS

D E

P T

H I N

S C

H E

D U

L E

SEE ELEVATION

JAMB WIDTH CLEAR SPAN

SEE ELEVATION

JAMB WIDTH

GROUTED CELL WITHOUT

REINFORCING WHERE NEEDED

FOR MECHANICAL / ELECTRICAL

PLACE SCHEDULED

BARS AT EACH JAMB,

FULL HEIGHT

ON HEAD JOINT AT CONTROL JOINT

CONTROL JOINT: HEAD JOINTS OF UNITS

ALIGN AT CONTROL JOINT, NO MORTAR

(2) VERTICAL REINF IN

CELL EACH SIDE OF JOINT

DO NOT CONTINUE JOINT REINF

THRU CONTROL JOINT

PROVIDE CONTROL JOINTS IN

STRUCTURAL MASONRY

ONLY WHERE SHOWN ON THE

STRUCTURAL OR

ARCHITECTURAL PLAN

ONLY CONTINUE BOND BEAM

THRU CONTROL JOINT AT

FLOORS AND ROOF

VENEER TIES

VERTICAL LEG OF

ANGLE TIGHT TO

BACK OF VENEER

L5x3-1/2x5/16, BEAR

EACH END 8" MIN. HOT

DIP GALVANIZE

2" MAX.

5"

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof4F Project Number: 23.2693.L01

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD,

SUITE 301

HIGHLANDS RANCH, CO 80129

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

/7

/2

:1

:4

A

M

Bid Documents

05/16/2025

MASONRY DETAILS

S-401

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

EMES

BUHL, IDAHO

941-002

NTS

TYP MASONRY LAP SPLICE SCHEDULE

3/4" = 1'-0"

TYP CMU LINTEL

1" = 1'-0"

TYP CMU JAMB

1 1/2" = 1'-0"

TYP MASONRY WALL CONTROL JOINT

MASONRY LINTEL SCHEDULE

MARK DEPTH REINF NOTES

ML8 8 (1) #4 -

MASONRY JAMB SCHEDULE

MARK DEPTH REINF NOTES

MJ8 8" (1) #4 -

1 1/2" = 1'-0"

TYP VENEER LOOSE LINTEL

76 83

BEVELED

SOLID 2x OR

LVL BLOCKING

SEE PLAN

10'-0" AFF

PRESSURE TREATED

2x6 W/ 3/4" ANCHOR

BOLT @ 24"OC,

CENTERED IN CMU

16d TOE NAIL @

4" OC

(1)#4xCONT

BOND BEAM

BOUNDARY MEMBER NAIL.

SEE ROOF PLAN NOTES

BEVELED SOLID 2x

BLOCKING W/ (2)

16d TOE NAILS TO

TRUSS

SIMPSON H3 TIE EA TRUSS

W/ (8) SD#9x1-1/2"

SCREWS

2x6 SILL

TRUSS

2x6 OUTRIGGER

PRESSURE TREATED

2x6 W/ 3/4" ANCHOR

BOLT @ 24"OC,

CENTERED IN CMU

SIMPSON

LU26 W/ (10)

SD#10x1-1/2"

SCREWS

SIMPSON H3 TIE EA

TRUSS W/ (8)

SD#9x1-1/2" SCREWS

(2) 16d EA

OUTRIGGER

CONT 2x FASCIA, SEE PLANS

/2

T Y

P

2x6 SILL

BN 16d TOE NAIL @ 4" OC

TRUSS

2x6 OUTRIGGER

PRESSURE TREATED

2x6 W/ 3/4" ANCHOR

BOLT @ 24"OC,

CENTERED IN CMU

(3/16)

(3/16) SEAL WELD,

TYP

3/16

3/16 SEAL WELD,

TYP

HSS4x4x1/4, TYP

SIMPSON H3 TIE

EA TRUSS W/ (8)

SD#9x1-1/2"

SCREWS

1/2"Øx3" THREADED

ROD @ 2' OC MAX

or SIMPSON

PDPAWL-150 @ 2'

OC MAX

SIMPSON H3 TIE EA

TRUSS W/ (8)

SD#9x1-1/2" SCREWS

(2) 16d EA

OUTRIGGER

CONT 2x FASCIA, SEE PLANS

/2

T Y

P

3/16

2x4 SILL, TYP

WOOD ROOF TRUSSES

WALL BELOW

CONT 2x FASCIA

2x6 WOOD

OUTRIGGER.

FASCIA WITHIN 6'-0" MIN FROM WALL CORNER

DO NOT SPLICE 2x

CONT 2x FASCIA

S-600

2' - 0" 2' - 0"

S-600

1' - 5 1/4"

S-600

(2) 16d EA

OUTRIGGER,

TYP

ROOF

SHEATHING,

SEE PLANS

2x OUTRIGGER, SEE PLANS

CONT 2x FASCIA, SEE PLANS

WOOD TRUSS,

SEE PLANS1

/2

T

Y P

EN

SIMPSON LU26 W/

(10) SD#10x1-1/2"

SCREWS 1

(3/16)

(3/16)SEAL WELD,

TYP

1/8

SEAL WELD

CAP PL1/4

3/16

3/16

SEAL WELD

(3/16)

(3/16)SEAL WELD,

TYP

2' - 9 1/4"

/4

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof4F Project Number: 23.2693.L01

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD,

SUITE 301

HIGHLANDS RANCH, CO 80129

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024

517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

/1

/2

:5

:0

P M

ADDENDUM 1, REISSUED FOR BID

07/30/2025

WOOD DETAILS & TYP STRUCT

DETAILS

S-600

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

EMES

BUHL, IDAHO

941-002

1 1/2" = 1'-0"

TYP TRUSS TO WALL CONN.

1 1/2" = 1'-0"

TYP END WALL SEC AT TRUSS

1 1/2" = 1'-0"

TYP END WALL SEC AT STEEL TRUSS

1/2" = 1'-0"

TYP ROOF CORNER

1 1/2" = 1'-0"

ROOF CORNER SECT

3/4" = 1'-0"

STEEL TRUSS TO COL CONN

1 ADDENDUM 1, REISSUED FOR BID 07/30/25

5/16/25 brett.hanson Text Box brett.hanson Text Box

MECHANICAL ABBREVIATIONS:

P

AHU-6 2

H

MECHANICAL SYMBOLS

MECHANICAL EQUIPMENT TAG WITH

NUMBER DESIGNATION

THERMOSTAT

MECHANICAL PLAN NOTE

POINT OF CONNECTION

POINT OF DISCONNECTION

TO BE DEMOLISHED

CHILLED WATER SUPPLY

CHILLED WATER RETURN

PRESSURE SENSOR

PIPE DOWN

PIPE UP

PIPE TEE DOWN

LOW PRESSURE STEAM

MEDIUM PRESSURE STEAM

CONDENSATE RETURN

HIGH PRESSSURE STEAM

CONDENSATE RETURN

PUMPED STEAM CONDENSATE RETURN

PIPE ELBOW

STRAINER

STEAM BUCKET TRAP

GATE VALVE

UNION

CHECK VALVE

CONCENTRIC PIPE REDUCER

PIE TEE

HUMIDITY SENSOR

HOT WATER SUPPLY

HOT WATER RETURN

REHEAT HOT WATER SUPPLY

REHEAT HOT WATER RETURN

BALL VALVE

HEAT EXCHANGER

PRESSURE GAUGE

STEAM CONDENSATE PUMP

STEAM FLASH TANK

TEMPERATURE GAUGE

FLOAT & THERMOSTATIC TRAP

STEAM THERMOSTATIC TRAP

GLOBE VALVE

ECCENTRIC PIPE REDUCER

MODULATING CONTROL VALVE

PRESSURE REDUCING VALVE

LIQUID FLOW DIRECTION

MANUAL BALANCING / SHUT-OFF VALVE

MEDIUM PRESSURE STEAM

HIGH PRESSURE STEAM

LOW PRESSURE STEAM

CONDENSATE RETURN

SA SUPPLY AIR DUCT FROM AHU

REFRIGERANT - LIQUID

REFRIGERANT - SUCTION

N.O. N.C.

S DIFFERENTIAL PRESSURE SENSORP

TS TEMPERATURE SENSOR

EXPANSION TANK

PERIMETER HEATING WATER SUPPLY

PERIMETER HEATING WATER RETURN

TWO HOUR FIRE BARRIER

ONE HOUR FIRE BARRIER

DIRECTION OF AIR FLOW

S/A SUPPLY AIR DUCT FROM VAV

F/A FRESH AIR DUCT FROM ERV

O/A OUTSIDE AIR DUCT TO AHU OR ERV

EA EXHAUST AIR DUCT TO AHU

E/A EXHAUST AIR DUCT TO EXTERIOR

VANED ELBOW (PROVIDE ALL SQUARE

OR RECTANGULAR ELBOWS WITH

VANES EVEN IF SYMBOL IS MISSING)

VANED RADIUS ELBOW (SHORT RADIUS)

RADIUS ELBOW (SHORT RADIUS)

10X8 RECTANGULAR DUCT (INSIDE

DIMENSIONS: WIDTH / DEPTH)

10/8 OVAL DUCT (INSIDE DIMENSIONS:

WIDTH / DEPTH)

10"⌀ ROUND DUCT (INSIDE DIMENSIONS:

WIDTH / DEPTH)

10X8 SUPPLY DUCT UP

10X8 SUPPLY DUCT DOWN

10X8 RETURN DUCT UP

10X8 RETURN DUCT DOWN

10X8 EXHAUST DUCT UP

10X8 EXHAUST DUCT DOWN

M

MOTORIZED DAMPER

W/ ACCESS DOOR

FD

FIRE DAMPER

W/ ACCESS DOOR

FSD

FIRE AND SMOKE DAMPER

W/ ACCESS DOOR

BD

BACKDRAFT DAMPER

W/ ACCESS DOOR

MANUAL VOLUME DAMPER

SUPPLY DIFFUSER

RETURN GRILLE

EXHAUST GRILLE

SD

SMOKE DAMPER

W/ ACCESS DOOR

575 CFM

S-1 GRILLE / REGISTER / DIFFUSER

TAG W/ CFM

FLEX DUCT

DUCT FLEX CONNECTOR

VARIABLE AIR VOLUME BOX (VAV) /

TERMINAL UNIT (TU)

WALL MOUNTED EXHAUST FAN

DUCT HOT WATER REHEAT COIL

PIPE TEE UP

OR

SMOKE BARRIERS S

GENERAL MECHANICAL NOTES:

THIS IS A FEDERAL PROJECT, AS SUCH ALL NCA DESIGN GUIDES AND CODE

REQUIREMENTS ARE REQUIRED.

ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING:

· INTERNATIONAL BUILDING CODE (IBC 2018)

· INTERNATIONAL MECHANICAL CODE (IMC 2018)

· INTERNATIONAL ENERGY CONSERVATION CODE (IECC 2018)

· NCA HVAC DESIGN MANUAL SPECIFICATIONS AND GUIDELINES

· ANY AUTHORITY HAVING JURISDICTION (AHJ)

CONTRACTOR IS TO VERIFY ALL DRAWING INFORMATION PRIOR TO STARTING WORK.

MINOR CHANGES IN ROUTING IS EXPECTED. WHERE WORK VARIES GREATLY FROM

THE PLANS CONTRACTOR SHALL CONTACT THE AE IMMEDIATELY BEFORE STARTING

WORK.

EXCEPT WHERE INDICATED, ALL EQUIPMENT, MATERIALS, AND ARTICLES

INCORPORATED IN THE WORK SHALL BE NEW AND OF COMPARABLE QUALITY AS

SPECIFIED. ALL WORKMANSHIP SHALL BE FIRST-CLASS AND SHALL BE PERFORMED BY

PERSONNEL SKILLED AND REGULARLY EMPLOYED IN THEIR RESPECTIVE TRADES.

ITEMS REUSED AND/OR RELOCATED SHALL BE BROUGHT TO LIKE NEW CONDITION

PRIOR TO BEING PLACED INTO SERVICE.

ALL WORK SHALL BE COORDINATED WITH ALL AFFECTED DISCIPLINES AND TRADES

PRIOR TO STARTING WORK. REWORK REQUIRED DUE TO COORDINATION ISSUES

SHALL BE DONE BY THE INSTALLATION CONTRACTOR WITHOUT INCREASED COST TO

THE OWNER.

SYSTEMS DESIGNATED TO BE PROVIDED AND INSTALLED WITHIN THESE CONTRACT

DOCUMENTS ARE INTENDED TO BE COMPLETE AND OPERATIONAL. PROVIDE

EVERYTHING ESSENTIAL FOR THE COMPLETION OF THE WORK TO MAKE THE SYSTEM

READY FOR NORMAL AND PROPER OPERATION. THIS INCLUDES ALL WORK OR

MATERIALS NOT DIRECTLY SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS,

BUT NECESSARY FOR THE PROPER OPERATION OF THE SYSTEM.

MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER MAINTENANCE

CLEARANCES ARE MAINTAINED. CLOSE COORDINATION WILL BE REQUIRED WITH THE

FIRE PROTECTION, PLUMBING, AND ELECTRICAL SYSTEMS.

IN GENERAL IT IS THE INTENT OF THESE DRAWINGS:

ITEMS INSTALLED WHERE THE STRUCTURE IS EXPOSED - INSTALLED AS HIGH AS

POSSIBLE. ALL VALVES AND CONTROL DEVICES SHOULD BE INSTALLED AS LOW AS

POSSIBLE OR WHERE IT WILL BE MAINTAINABLE FROM A LADDER OR LIFT. CLOSE

COORDINATION WILL BE REQUIRED IN ORDER TO AVOID ALL CONFLICTS.

ALL DUCT TO BE GALVANIZED STEEL. EXPOSED DUCT SHALL BE OF SPIRAL

CONSTRUCTION.

ALL SQUARE THROAT DUCT ELBOWS WITH ANY DIMENSIONS LARGER THAN 6" SHALL

HAVE TURNING VANES, WHETHER SHOWN ON THE PLANS OR NOT.

MANUFACTURERS/MODEL NUMBERS INDICATED ON DRAWINGS ARE BASIS OF DESIGN.

OTHER MANUFACTURERS/MODEL NUMBERS WILL BE ACCEPTED PROVIDING THEY

MEET SPECIFICATIONS AND PERFORMANCE REQUIREMENTS OF THE BASIS OF DESIGN.

CONTRACTORS SHALL COMMUNICATE WITH PRODUCT VENDORS ON LEAD TIMES, AND

SHALL SELECT UNITS THAT MOST CLOSELY COMPLY WITH THE PROJECT SCHEDULE

REQUIREMENTS.

SNAKE RIVER CANYON NCA

HVAC SHEET INDEX

M-000 HVAC COVER SHEET

M-100 STORAGE BUILDING 101 HVAC PLAN

HWS

HWR

RHWS

RHWR

CHWS

CHWR

STM-LP

STM-MP

STM-HP

CDR-L

CDR-M

CDR-H

PC

RL

RS

PHWS

PHWR

AC ALTERNATING CURRENT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AS AIR SEPARATOR

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

BHP BRAKE HORSEPOWER

BMS BUILDING MANAGEMENT SYSTEM

CALC CALCULATED

CC CHILLED WATER COOLING COIL - AHU

CDR STEAM CONDENSATE RETURN

CFM CUBIC FEET PER MINUTE

CHWR CHILLED (HYDRONIC) WATER RETURN

CHWS CHILLED (HYDRONIC) WATER SUPPLY

C/L CENTERLINE

CO CLEANOUT

COEF COEFFICIENT

COMLINK COMMUNICATION LINK

COMB COMBUSTION AIR

COND CONDENSATE DRAIN

CONFIG CONFIGURED

COR CONTRACTING OFFICER'S REPRESENTATIVE

CTRL CONTROL

CP CONDENSATE PUMP

CPVC CHLORINATED POLYVINYL CHLORIDE

CPCI CONTRACTOR-PROVIDED CONTRACTOR-INSTALLED

CPOI CONTRACTOR-PROVIDED OWNER-INSTALLED

CV CONTROL VALVE

CV FLOW COEFFICIENT

CWR CONDENSER (HYDRONIC) WATER RETURN

CWS CONDENSER (HYDRONIC) WATER SUPPLY

DAMP DAMPER

DAT DISCHARGE AIR TEMPERATURE

DB DRY BULB

DC DIRECT CURRENT

DCW DOMESTIC (POTABLE) COLD WATER

DEG DEGREES

DHW DOMESTIC (POTABLE) HOT WATER

DHW-R DOMESTIC (POTABLE) HOT WATER RETURN

DIFF DIFFERENTIAL

DIST DISTRIBUTION

DS DOWNSPOUT

DSP DEHUMIDIFICATION SET POINT

DWV DRAIN, WASTE AND VENT

E EXISTING

E/A EXHAUST AIR

EC ELECTRICAL CONTRACTOR

ECC ENERGY CONTROL CENTER

ELEC ELECTRICAL

ELEV ELEVATION

ENT ENTERING

ERC ENERGY RECOVERY COIL - AHU

ES END SWITCH

EWC ELECTRIC WATER COOLER

F FAHRENHEIT

FD FLOOR DRAIN

FILT FILTER

FLUE FLUE EXHAUST

FPM FEET PER MINUTE

FP-W FIRE PROTECTION - WET

FT FEET

GAL GALLONS

GALV GALVANIZED

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

GT GLYCOL TANK

H HEIGHT

H HUMIDIFIER - AHU

HC HVAC CONTRACTOR

HP HORSEPOWER

HPS HIGH PRESSURE STEAM

HR HOUR

HRCR HEAT RECOVERY RETURN

HRCS HEAT RECOVERY SUPPLY

HRP HEAT RECOVERY PUMP

HRV HEAT RECOVERY VENTILATOR

HSP HUMIDIFICATION SET POINT

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

HWR HOT (HYDRONIC) WATER RETURN

HWS HOT (HYDRONIC) WATER SUPPLY

HX HEAT EXCHANGER

Hz HERTZ

IBC INTERNATIONAL BUILDING CODE

IECC INTERNATIONAL ENERGY CONSERVATION CODE

IFB INTEGRAL FACE AND BYPASS

IJS IN JOIST SPACE

IMC INTERNATIONAL MECHANICAL CODE

I/O INPUT/OUTPUT

IPC INTERNATIONAL PLUMBING CODE

KO COMMANDING OFFICER

L LENGTH

LBS POUNDS

LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN

LP PROPANE GAS

LPS LOW PRESSURE STEAM

LWA SOUND POWER LEVEL

M/A MIXED AIR

MAX MAXIMUM

MBH THOUSAND BRITISH THERMAL UNITS PER HOUR

MC MECHANICAL CONTRACTOR

MD MOTORIZED DAMPER

MECH MECHANICAL

MFG MANUFACTURER

MIN MINIMUM

MIN MINUTE

mm MILLIMETER

MPS MEDIUM PRESSURE STEAM

MT MOISTURE (HUMIDITY) TRANSMITTER

MV MANUAL VENT

N.C. NORMALLY CLOSED

NC NOISE CRITERIA LEVEL

NCA NATIONAL CEMETERY ADMINISTRATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NG NATURAL GAS

N.O. NORMALLY OPEN

NPT NATIONAL PIPE THREAD

O/A OUTSIDE AIR

OAT OUTSIDE AIR TEMPERATURE

OPCI OWNER-PROVIDED CONTRACTOR-INSTALLED

OPOI OWNER-PROVIDED OWNER-INSTALLED

ORD OVERFLOW ROOF DRAIN

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

Pa PASCAL

PC PUMPED CONDENSATE

PC PREHEAT STEAM COIL - AHU

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PDS PRESSURE DIFFERENTIAL SENSOR

PH PHASE

PI PROPORTIONAL INTEGRAL

PID PROPORTIONAL INTEGRAL DERIVATIVE

PRESS PRESSURE

PSH HIGH PRESSURE SWITCH

PSIG POUNDS PER SQUARE INCH - GAUGE

PSL LOW PRESSURE SWITCH

QUANT QUANTITY

R RADIUS

R RETURN

R/A RETURN AIR

RE/A RELIEF AIR

RC REHEAT STEAM COIL - AHU

RD ROOF DRAIN

RE RESIDENT ENGINEER

RECT RECTANGULAR

REQ'D REQUIRED

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID (SUPPLY)

RS REFRIGERANT SUCTION (RETURN)

RPM REVOLUTIONS PER MINUTE

S SUPPLY

S/A SUPPLY AIR

SAN SANITARY SEWER

S-DCW SOFT DOMESTIC (POTABLE) COLD WATER

SD SMOKE DAMPER

SF FAN SECTION - AHU

SF SQUARE FEET

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS ASSOCIATION

SP STATIC PRESSURE

SPEC SPECIFICATION

SS STAINLESS STEEL

SST START/STOP

SUH STEAM UNIT HEATER

SV STEAM VALVE

SV STEAM VENT

T THERMOSTAT

TEMP TEMPERATURE

TSP TOTAL STATIC PRESSURE

TT TEMPERATURE SENSOR/TRANSMITTER

TYP TYPICAL

UH UNIT HEATER

V SANITARY VENT

V VOLTS

VA VETERANS' AFFAIRS

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VSMC VARIABLE SPEED MOTOR CONTROLLER

VTR VENT THROUGH ROOF

W WIDTH

W/ WITH

WB WET BULB

WG INCHES OF WATER

ZAT ZONE AIR TEMPERATURE

ZC ZONE VALVE OR DAMPER CONTROLLER

SITE PLAN

PROJECT

LOCATION

N

Bid Documents

5/16/2025

SNAKE RIVER CANYON

NATIONAL CEMETERY

GRAVESITE EXPANSION

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEER:CONSULTANTS:

DateRevisions:

8A (OR/ ��§����

o n e e iI J tJ in c J o n e

Ho o t o n e

S u C Tt e T in c J o n e

Ho o t tJ Te e e iI J tJ s in c J o n e

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J C

NH

in c J o n e

Ho o t tJ Te e

S u C Tt e Ts in c J o n e

Ho o t o n e in c J o n e

Ho o t o n e

C n d o n e

J C

NH

in c J e s o n e

Ho o t tJ Te e in c J e s o n e

Ho o t

E

D

C

B

A

E

D

C

B

A

BUHL, IDAHO

of

941-002

4F Project Number: 23.2693.L01

CALIBRE ENGINEERING, INC.

8822 SOUTH RIDGELINE BLVD, SUITE

301 HIGHLANDS RANCH, CO 80129

Department of Veterans Affairs

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, MT 59601

B&R GROUP

10152 ORCHID RIDGE LANE

ESTERO, FL 34135

AQUA ENGINEERING, INC.

300 BOARDWALK DRIVE, UNIT 4B

FORT COLLINS, CO 80525-3093

RHAA

225 MILLER AVENUE

MILL VALLEY, CA 94941

OCMI, INC.

8851 RESEARCH DRIVE

IRVINE, CA 92618

RATIO ARCHITECTS, LLC

101 S. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46204

CENTRAL GEOTECHNICAL SERVICES

10240 SW NIMBUS AVENUE, SUITE L6

PORTLAND, OR 97223

SCOUT ENVIRONMENTAL, INC.

169 SAXONY ROAD, SUITE 214

ENCINITAS, CA 92024 517 7TH STREET

RAPID CITY, SD 57701

PH: (605) 342-9470

P-23254P R

O

FE

SSIONAL ENGINEER

ALEX R. ZIMMERMAN

ST A TE OF IDAHO

LICENSED

05/16/2025

M-000

HVAC COVER SHEET

AZDF 83

OUTDOOR HEAT PUMP CONDENSING UNIT SCHEDULE

REFRIG. CONN.

V.-PH.-CY.

ELECTRICAL

MFGR OR EQUAL NOTES

LIQUID VAPOR MCA MOCP

MITSUBISHICU-1 1

4" 208-1-60 28 1,2,3,4,5,6,7

CU

2"

TAG

NOTES:

1. PROVIDE WITH LOW AMBIENT PACKAGE CONFIGURATION FOR LOW TEMPERATURE HEATING CAPABILITY.

2. SIZE AND INSTALL REFRIGERANT LINESET PER MANUFACTURER RECOMMENDATIONS.

3. PROVIDE WITH FACTORY SIZED THERMOSTATIC EXPANSION VALVE.

4. CONDENSER MUST HAVE DC HYBRID INVERTER-DRIVEN COMPRESSOR.

5. PROVIDE MANUFACTURER'S RECOMMENDED CONTROL WIRE AND POWER CONDUCTOR TO INTERCONNECT OUTDOOR AND INDOOR UNITS.

6. PROVIDE WITH 3" CONCRETE HOUSEKEEPING PAD.

7. SHOWN AS BASIS OF DESIGN, APPROVED EQUAL ALLOWED.

MODEL

PUZ-A12NKA7

SERVICE

HEAT/COOL

LOCATION

COOLING

SEER

12000 21.3

NOMINAL

BTUH

OUTSIDE STORAGE 2 93

UNIT WEIGHT

(LB)

HEATING

COP

18000 3.9

NOMINAL

BTUH

MITSUBISHICU-2 1

4" 208-1-60 28 1,2,3,4,5,6,71

2"PUZ-A12NKA7 HEAT/COOL 12000 21.3 9318000…