36C10F18R0581-074.pdf

A B

P 1 P 2

P 3 P 4P 5

P 6

P 7

P 8

P 9

P 10

P 11

COMMITTAL SERVICE SHELTER POINT TABLE

Point #

P 1

P 2

P 3

P 4

P 5

P 6

P 7

P 8

P 9

P 10

P 11

Northing

1911378.1922

1911384.4039

1911355.0110

1911361.2216

1911369.7069

1911345.3789

1911373.1440

1911386.9177

1911401.0749

1911428.9885

1911332.2628

Easting

6596964.6775

6596987.8598

6596970.8889

6596994.0714

6596979.3745

6596888.5793

6596992.1995

6597043.6038

6597096.4388

6597007.1630

6597033.0805

Description

INTERSECTION OF GRID LINE A1

INTERSECTION OF GRID LINE B1

INTERSECTION OF GRID LINE A2

INTERSECTION OF GRID LINE B2

RADIUS POINT

CONTROL POINT

CONTROL POINT

CONTROL POINT

CONTROL POINT

CONTROL POINT

CONTROL POINT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

BUILDING 4803 SITE PLAN

A-101Y :\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\A rc h\ C

A D

D ra w in gs \A

-1

B U

IL

D

IN

G

S

IT

E

P

LA

N .d w g

/2 6/

1:

A

M

N 0 10' 20'

SCALE:1

BUILDING 4803 SITE PLAN

1" = 20' (30"x42" PAPER)

.0

R 35.0'

R48.0'

44.0'

6.

0'

5.

0'

5.

0'

4.6'

3.0'

TYP.

.0

8.

0'

LEGEND

CONTROL JOINT

EXPANSION JOINT

DETECTABLE WARNING PANEL

DECOMPOSED GRANITE

25.0'

.0

39.8'

1.9'

4.0'

6' BENCH,

(4 TOTAL) (TYP.)

SEE 5/LF501

DETECTABLE

WARNING PANEL, TYP.

CR502

CONCRETE HEADER

CR502

CONCRETE HEADER

CR502

CONCRETE SIDEWALK

CR501

CONCRETE SIDEWALK 1

CR501

R10.0'

262237

BA

101C101B101A

2B

102A

101D101E101F

STORAGE

COMMITTAL

SHELTER

A-201

A-201

A-201

A-201

A-201

A-201

A-501

10B

A-501

A-501

4'-2"24'-0"4'-2" 32'-4"

7' -4

/2

'-7

7' -4

/2

'-4

R

O O

F A

B O

V E

CONCRETE

SIDEWALK

SLAB

STEEL BENCH - SEE

SITE FURNISHINGS PLAN

BIER

(ROOF ABOVE)

8'-5 1/2"

ADHERED STONE

VENEER ON

CMU WALL

TO FACE OF VENEER

1'-5 1/2"

E Q

U A

L 6'

-2

E Q

U A

L

2'-6"

2'-6"

ROOF DRAIN

LEADER

ROOF DRAIN

LEADER

(VERIFY W/ CIVIL)

FLOOR

SLOPE

FLOOR

SLOPE

FLO

OR

SLO

PE

FL

O

O R

S

LO

P E

FL

O

O R

S

LO

P E

A-201

A-201

A-502

5' -1

0"

SKYLIGHT

STANDING SEAM

METAL ROOF

MEMBRANE

ROOFING

STORAGE ROOM

ROOF BELOW

ROOF DRAINS FROM

GUTTER TO STORAGE

ROOM ROOF BELOW

ROOF SCUPPERS

AND DOWNSPOUTS

FROM STORAGE ROOM ROOF

GUTTER

SLOPE

GUTTER

SLOPE

ROOF

SLOPE

R O

O F

S

LO

P E

ROOF

SLOPE

R O

O F

S

LO

P E

5 12" INSULATION

DEPTH

2" INSULATION

DEPTH AT

ROOF DRAIN

ROOF OVERFLOW

SCUPPER AT 2"

ABOVE ROOF

DRAIN ELEVATION

BA

STORAGE

COMMITTAL

SHELTER

576 SF

156 SF

O P

E N

N

O W

A

LL

E

X

IT

EXIT

EXIT

115 OCCUPANTS

1 OCCUPANT

' M A

X

IM

U M

E X

IT

T

R A

V E

L D

IS

TA

N C

E

' M

A X

IM

U

M E

X

IT

TR

A

V E

L D

IS

TA

N C

E

BA

SLOPING UP

EXTERIOR T&G WOOD

CEILING BOARDS

EXTERIOR T&G WOOD

CEILING BOARDS

SLOPING UP

S

LO

P

IN

G U

P S

LO

P

IN

G

U P

EXPOSED

STRUCTURE

SKYLIGHT

SCALE:3

FLOOR PLAN

1/4" = 1'-0"

SCALE:2

ROOF PLAN

1/4" = 1'-0"

SCALE:4

REFLECTED CEILING PLAN

1/4" - 1'-0"

SCALE:1

LIFE SAFETY PLAN

1/4" = 1'-0" 0 2' 4' 8'

PLAN

NORTH

TRUE NORTH

A-102

BUILDING 4803 FLOOR PLAN &

ROOF PLAN 4803

BB WLC

CODE ANALYSIS

OCCUPANCY TYPE (IBC SECTION 303):

ASSEMBLY A-5 (COMMITTAL SERVICE AREA)

AND S-2 (STORAGE AREA)

REQUIRED AREA SEPARATION (IBC TABLE

508.4):

NONE REQUIRED

CONSTRUCTION TYPE (IBC TABLE 503):

VB (STRUCTURAL ELEMENTS, EXTERIOR

AND INTERIOR WALLS ARE OF ANY

MATERIALS PERMITTED BY IBC CODE)

ALLOWABLE BUILDING HEIGHT AREA (IBC TABLE

503):

ALLOWED PROVIDED

HEIGHT - 40 FEET, 2 STORIES 20 FEET

AREA - 13,500 SF 732 SF

FIRE RESISTANCE RATING (IBC TABLE 601):

O HOURS FOR ALL BUILDING ELEMENTS

OCCUPANT LOAD (IBC TABLE 1004.1.2):

ASSEMBLY AREA - 115 OCCUPANTS (576 SF /5

NET OCCUPANT LOAD FACTOR)

STORAGE AREA - 1 OCCUPANT (156 SF/300

GROSS OCCUPANT LOAD FACTOR)

REQUIRED EXITS (IBC SECTION 1015.1):

REQUIRED PROVIDED

ASSEMBLY AREA - 2 2

STORAGE - 1 1

EXIT ACCESS TRAVEL DISTANCE (IBC TABLE

1016.2):

REQUIRED PROVIDED

ASSEMBLY AREA - 200 FEET MAX 43 FEET

STORAGE AREA - 300 FEET MAX 22 FEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

A-102

CODE USED: 2015 IBC

0 2' 4' 8'

0 2' 4' 8'0 2' 4' 8'

262238

B A

+20'-2"

T.O. SKYLIGHT

+10'-0"

T.O. WALL

+11'-10"

T.O. FASCIA

A-201

+10'-5"

B.O. FASCIA

A-301

SKYLIGHT

STANDING SEAM METAL ROOF

PAINTED STEEL CHANNEL

PAINTED METAL COPING

PAINTED METAL DOWNSPOUT

INTO UNDERGROUND

STORM DRAINAGE SYSTEM

ADHERED STONE VENEER

HOLLOW METAL DOORS

WITH DIVIDED LITE GLAZING

CAST-IN-PLACE CONCRETE

COLUMN WITH STUCCO FINISH

ROOF OVERFLOW SCUPPER

A-502

+11'-10"

T.O. FASCIA

A-201

+10'-5"

B.O. FASCIA

+20'-2"

T.O. SKYLIGHT

A-301

A-501

A-501

10B

A-501

HOLLOW METAL

DOOR AND FRAME

HOLLOW METAL

FRAME AND WINDOW

OVERHEAD

COILING DOOR

2 1

A-201

+11'-10"

T.O. FASCIA

+10'-5"

B.O. FASCIA

+20'-2"

T.O. SKYLIGHT

ADHERED STONE VENEER

ON WALL BEYOND

SEE DETAIL 5/A-301

MILITARY SERVICE SEALS

ON WALL BEYOND

ELECTRIC OUTLET

ON WALL BEYONDCMU w/ STONE

VENEER BIER BEYOND

SPEAKERS ON WALL BEYONDHOLLOW METAL FRAME

AND WINDOW BEYOND

MOUNTING HEIGHT OF SERVICE

SEALS TO MATCH HEIGHT OF

SEALS AT EXISTING ON SITE

COMMITTAL SHELTERS AND

VERIFIED WITH SVNC STAFF

PRIOR TO INSTALLATION

BA

+10-0"

T.O. WALL

A-201

A-301

+11'-10"

T.O. FASCIA

+10'-5"

B.O. FASCIA

A-501

A-501

A-502

SHELTER

COMMITTAL

STORAGE

A-501

A-501

A-502

A-501

BA

CONCRETE MASONRY

UNITS WITH ADHERED

STONE VENEER

TONGUE AND GROOVE

WOOD BOARDS AT

UNDERSIDE OF SOFFIT

TONGUE AND GROOVE

WOOD BOARDS

SKYLIGHT

OVERHEAD

COILING DOOR

HOLLOW METAL DOORS

WITH DIVIDED LITE GLAZING

ROOF DRAINS TO STORAGE

ROOM ROOF BELOW

CMU w/ STONE

VENEER BIER GRADE BEAM -

SEE STRUCT.

A-301

A-301

A-502

A-502

A-501

A-501

A-501

CMU w/ STONE

VENEER BIER

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

2' -2

"1 '-0

GRADE BEAM -

SEE STRUCT.

SCALE:1

NORTH ELEVATION

1/4" = 1'-0" SCALE:2

WEST ELEVATION

1/4" = 1'-0"

SCALE:3

SOUTH ELEVATION

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

EAST ELEVATION

1/4" = 1'-0"

SCALE:5

SECTION

1/4" = 1'-0" SCALE:6

SECTION

1/4" = 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

0 2' 4' 8' 0 2' 4' 8'

A-201

BUILDING 4803 ELEVATIONS &

SECTIONS 4803

BB WLC

A-201

262239

CMU

STAIN AND SEAL-

FLOOR BASEROOM NAMEROOM NO.

NORTH WALL

MATERIAL FINISH

EAST WALL

MATERIAL FINISH

SOUTH WALL

MATERIAL FINISH

WEST WALL

MATERIAL FINISH

CEILING

MATERIAL FINISH

COMMITTAL SHELTER101

STORAGE102

CONC

CONC - CMU -

CMU CMU -

WD

STL DECK -

REMARKS

ROOM FINISH SCHEDULE

PTH.M. DOORS

H.M. DOORS STONEPT -

W1 EXT CMU WALL WITH STONE VENEER

MORTAR SETTING BED

16" MORTAR JOINT, TYP

SCRATCH COAT

METAL LATH

STONE VENEER

CMU WALL

1 1/2"

A-501

A-501

STONE VENEER

CMU10

'-0

METAL COPING

METAL ROOF

DECKING

ROOF MEMBRANE

TAPERED

INSULATION

(T O

P O

F C

M U

A-502

A-501

A-501

A-502

PLYWOOD

SHEATHING

'-5

HOLLOW METAL DOORS

WITH DIVIDED LITE GLAZING

1x6 EXTERIOR T&G

CEILING BOARDS

STAINED AND SEALED

ROOF MEMBRANE

TAPERED

INSULATION

PAINTED STEEL

CHANNEL

1x6 EXTERIOR T&G

CEILING BOARDS

STAINED AND SEALED

STANDING SEAM

METAL ROOF

2x4 FURRING

2x JOIST, SEE STRUCT.

PLYWOOD SHEATHING

AND MEMBRANE

UNDERLAYMENT

2x ROOF FRAMING

SEE STRUCTURAL

A

A-502

10A

A-501

A-502

HOLLOW METAL

FRAME AND WINDOW

9' -0

ROOF MEMBRANE

1x6 EXTERIOR T&G

CEILING BOARDS

STAINED AND SEALED

2x ROOF FRAMING

SEE STRUCTURAL

1x6 EXTERIOR T&G

CEILING BOARDS

STAINED AND SEALED

TAPERED

INSULATION

PAINTED STEEL

CHANNEL

STANDING SEAM

METAL ROOF

2x4 FURRING

2x JOIST, SEE STRUCT.

PLYWOOD

SHEATHING

PLYWOOD SHEATHING

AND MEMBRANE

UNDERLAYMENT

A-501

A-501

(T O

P O

F C

M U

STONE CLADDING

CMU

'-0

METAL COPING

METAL ROOF

DECKING

ROOF MEMBRANE

TAPERED INSULATION

OVERHEAD COILING

DOOR

STONE VENEER

MORTAR SETTING BED

16" MORTAR JOINT, TYP

SCRATCH COAT

METAL LATH

CMU WALL

2' -0

2'-1 5/8"

1' -0

2" STONE TYPE 3

CAPS

1"

SCALE:2

WALL SECTION @ STORAGE ROOM

3/4" = 1'-0"

SCALE:5

WALL TYPE

1 1/2" = 1'-0"

SCALE:3

WALL SECTION @ HOLLOW METAL DOOR

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

WALL SECTION @ HOLLOW METAL WINDOW

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

WALL SECTION @ STORAGE

ROOM OVERHEAD DOOR

3/4" = 1'-0"

SCALE:6

SECTION @ BIER

1 1/2" = 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

0 2' 4' 8' 0 2' 4' 8'0 1/2' 1' 1-1/2'0 1/2' 1' 1-1/2'

0 1' 2' 3' 0 1' 2' 3' 0 1' 2' 3'

A-301

BUILDING 4803 SECTIONS

BB WLC

OPENING SCHEDULE

OPENING

NUMBER

DOOR

TYPE WIDTH HEIGHT THICKNESS MATERIAL

OPENING FIRE

RATING

FRAME

TYPE

FRAME

MATERIAL HARDWARE HEAD / JAMB / SILL DETAILS / COMMENTS

A-301

0 1' 2' 3'

262240

CONT. SEALANT

1x6 EXTERIOR T&G

CEILING BOARDS

STAINED AND SEALED

CONT. SEALANT

H.M. DOOR

FRAME

DOOR, SEE

SCHEDULE

4" H.M. DOOR FRAME

DOOR, SEE SCHEDULE

CMU WALL

ADHERED STONE

VENEER

4"

5 3/4"

CMU WALL

EXPANSION JOINT, TYP.

SEE CIVIL

SLOPE SEE CIVIL

CONT. SEALANT

CONT. SEALANT

H.M. DOOR

FRAME

DOOR, SEE

SCHEDULE

CAST-IN-PLACE CONC.

COLUMN, PER STRUCT.

STUCCO FINISH

4"

CMU WALL

DOOR, SEE

SCHEDULE

H.M. DOOR

FRAME

2"

A - HEAD

CLOSED TOP

H.M. FRAME

H.M. WINDOW FRAME

GLAZING

H.M. STOP TO MATCH

FRAME

CONT. SEALANT TYP.

STUCCO FINISH

CAST-IN-PLACE CONC.

COLUMN, PER STRUCT.

H.M. WINDOW FRAME

GLAZING

H.M. STOP TO MATCH

FRAME

FACE OF STONE

VENEER

4 1/2"

2" 2"

2"

B - JAMB

EXPANSION JOINT,

TYP. SEE CIVIL

SLOPE SEE CIVIL

DRIP

DOOR, SEE SCHEDULE

CMU WALL

ALIGN EDGE OF GUIDE WITH

OUTSIDE FACE OF STONE CLADDING

STEEL DOOR GUIDE

CONT. SEALANT

4"x6" PAINTED METAL DOWNSPOUT, PROVIDE STRAP ANCHORS AT TOP, BOTTOM & MID HEIGHT.

STEEL DECK -

SEE STRUCT.

SINGLE PLY MEMBRANE

ROOFING

THROUGH PARAPET SCUPPER

WITH CONDUCTOR HEAD &

OVERFLOW. REFER TO SMACNA

SIXTH EDITION FIGURE 1-28

PAINTED METAL COPING

SINGLE PLY MEMBRANE

ROOFING WRAPPED

OVER CONT. CLEAT

2x SHAPED NAILER

CONTINUOUS CLEAT

CMU WALL

SINGLE PLY

MEMBRANE

ROOFING

SLOPE 1:12

CONTROL JOINT,

TYP. SEE CIVIL

SLOPE SEE CIVIL

DOOR, SEE SCHEDULE

ALUM.

THRESHOLD

STEEL ANGLE -

SEE STRUCT.

CMU WALL

OVERHEAD STEEL DOOR

AND CASING

BEYOND - STEEL

DOOR GUIDE

STEEL DRIP EDGE TYP.

ADHERED STONE

VENEER

ADHERED STONE

VENEER

ADHERED STONE

VENEER

ADHERED STONE

VENEER

ADHERED STONE

VENEER

2"

1"

4"

DOOR HOOD, PAINT EXPOSED

SURFACES TO MATCH TYP.

DOOR FRAME - PROVIDE

CLOSURE WHERE EXPOSED

BELOW OPENING

SCALE:1

DOOR HEADER

3" = 1'-0" SCALE:2

DOOR HEADER

3" = 1'-0"

SCALE:7

STONE WALL BASE

3" = 1'-0"

SCALE:4

THRU PARAPET SCUPPER

3" = 1'-0"

SCALE:5

DOOR - JAMB (@ COLUMN)

3" = 1'-0" SCALE:6

DOOR - JAMB (@ CMU)

3" = 1'-0"

SCALE:3

PARAPET CAP

@ STONE CLADDING

3" = 1'-0"

SCALE:10

WINDOW HDR./ JAMB

3" = 1'-0"

SCALE:9

DOOR THRESHOLD

3" = 1'-0"

SCALE:12

OVERHEAD

COILING DOOR - JAMB

3" = 1'-0"

SCALE:11

OVERHEAD

COILING DOOR

3" = 1'-0"

SCALE:8

DOOR THRESHOLD

3" = 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

0 3" 6" 9"0 3" 6" 9"

0 3" 6" 9"0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9" 0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

A-501

BUILDING 4803 DETAILS 1

BB WLC

A-501

262241

TAPERED RIGID INSULATION

SINGLE PLY ROOFING SYSTEM

CONT. SEALANT WITH

BACKER ROD

ARCH. EXPOSED - PAINTED

STRUCTURAL STEEL

CHANNEL

PAINTED METAL COPING

1x6 EXTERIOR T&G

CEILING BOARDS

CONT. CLEAT

EXT. PLYWD. SHEATHING

A2 A4

B2B1 B3

A4

C2

A1 A3 A3 A2

C2 C3 C3

B3B2TYPICAL 'B' GROUP

TYPICAL 'A' GROUP

STONE TYPICAL LAYOUT GROUPS LEGEND

A4A1 A3A2 C2 C3 C3

B3 B2B1

A4 A4 A3A2 B3 B3 B2B1

C1 C3 C3

A4A3 A3A2 B3 B3B1

A4 A3 A2 C1 C3

A4 A4 A3A2 B3B2 B2

C2 C3 C2 C3

B3 B2 B2

A4 A4A1 A2 A2 B3 B2B1

C2 C1 C3 C2

A4 A4A3 A3A2 B3B2 B2

A4 A4A1 A3 A3A2 A2 C2 C2 C3

B3 B2

A4 A1 A4 A3A3 A2 B3B2B1

STONE TYPE 2

A1 A3

C1 C3

A4A2

C1 C2

B3 B2B1

TYPICAL 'C' GROUP

STONE SIZE LEGEND

A4 A3 A2 C1 C2

B3B2

A1 A3 A2 B2

C2 C2

A4 A1 A2 B2 B2

A4A1 A3 A2

A1

C3C2

C1

C2

A3 A2

A3 B2B3

A3

B1

B3

B3

B1

C3

A2A1

B1

B1B3

B2

C3

B3

C1

B2

A2 B3

STONE TYPE 2

STONE TYPE 2

STONE TYPE 3

STONE TYPE 2

STONE TYPE 3

STONE TYPE 2

STONE TYPE 3

STONE TYPE 2

STONE TYPE 3

STONE TYPE 3

EXTERIOR WOOD T&G

CEILING BOARDS

2X4 FURRING

2X JOIST, PER STRUCT.

PLYWD SHEATHING AND

MEMBRANE UNDERLAYMENT

STANDING SEAM METAL ROOF

BLOCKING AS REQUIRED

24 GA. 'Z' CLOSURE

FLASHING

SHAPED 4X6 BLOCKING

CLEAR GLASS SKYLIGHT

SINGLE-PLY ROOFING

SYSTEM OVER

RIGID INSULATION

EXTERIOR T&G WOOD

CEILING BOARD SOFFIT

CAST-IN-PLACE CONC.

COLUMN BEYOND

ROOF DRAIN - RWL TO

DAYLIGHT AT

UNDERSIDE OF SOFFIT

TO ROOF BELOW

METAL DECKING

STANDING SEAM

METAL ROOF BEYOND

SINGLE-PLY ROOFING

SPLASH BLOCK

RIGID INSULATION

SLOPE5

A-502

A-502

SINGLE PLY ROOFING BEYOND

HSS SEE

STRUCTURAL

1x6 EXTERIOR T&G

CEILING BOARDS

CONT. SEALANT

WITH BACKER ROD

2x8 JOIST

SINGLE PLY ROOFING SYSTEM OVER

TAPERED RIGID INSULATION

CAST-IN-PLACE

CONC. COLUMN

SLOPE

JOIST HANGER, SEE

STRUCTURAL

WOOD BLOCKING

STANDING SEAM

METAL ROOF

PREFIN. METAL ROOF

EDGE FLASHING

8" EXT. GRADE PLYWD

EXTEND ROOF MEMBRANE

UP AND UNDER METAL

EDGE FLASHING

6x4 DOWNSPOUT

DOWNSPOUT ADAPTOR

BOOT

4" STORM DRAIN

SEE CIVIL DETAIL

4/CS503

CONCRETE SIDEWALK

SCALE:1

EXTERIOR STONE VENEER ELEVATION AND TYPES

1" = 1'-0"

SCALE:5

STEEL CHANNEL FASCIA

3" = 1'-0"

SCALE:3

FLASHING @ SKYLIGHT

1 1/2" = 1'-0"

SCALE:2

ROOF DETAIL

3/4" = 1'-0"

SCALE:4

BEAM @ CONC. COLUMN

1 1/2" = 1'-0"

SCALE:6

ROOF EDGE DETAIL

3" = 1'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

0 1/2' 1' 2'

0 3" 6" 9"

0 3" 6" 9"

SCALE:7

ROOF DOWNSPOUT/ STORM DRAIN CONNECTION

3" = 1'-0"

0 1/2' 1' 1-1/2'

0 3" 6" 9"

A-502

BUILDING 4803 DETAILS 2

BB WLC

A-502

0 1' 2' 3'

0 1/2' 1' 1-1/2'

262242

4+00

5+00

6+

HP 69.37

COMMITTAL SHELTER ROAD

NEW

COMMITTAL SHELTER

FFE = 71.00

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

BUILDING 4803 GRADING

PLAN

AG101y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C O

M M

IT

TA

L S

H E

LT

E

R G

R A

D

IN

G .d w g

/2 5/

2:

P

M

AG101

N 0 10' 20'

LEGEND

NEW BURIAL SECTION I.D.

LP 78.9

HP 78.9

1.1%

78.9 SPOT ELEVATION

HIGH POINT ELEVATION

LOW POINT ELEVATION

ROAD/LAND GRADE

EXISTING MAJOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

NEW MINOR CONTOUR

PPC

262243