Drawings_Vol-5_817CM3025_Marion NC.pdf

274 SF

LOBBY

719 SF

GENERAL

OFFICE

140 SF

OFFICE

226 SF

ASSISTANT

DIRECTOR

OFFICE

28 SF

SECURE

STORAGE

ROOM

214 SF

WORK

ROOM

39 SF

ELEC

CLOSET

138 SF

IT CLOSET &

STORAGE

190 SF

MECHANICAL

ROOM

385 SF

MULTI

PURPOSE

ROOM

57 SF

MEN'S

TOILET

57 SF

WOMEN'S

TOILET 323 SF

BREAKROOM197 SF

WOMEN'S

TOILET

190 SF

MEN'S

TOILET

EXIT

'-0

T R

A V

E L

D

IS

T A

N C

E

EXIT

119 SF

100A

VESTIBULE

100'-0"

TRAVEL DISTANCE

EWC

'-0

T R

A V

E L

D

IS

T A

N C

E

FEC

FE

FEC

LIFE SAFETY SYMBOLS

SMOKE TIGHT

ASSEMBLY

1 HOUR FIRE

BARRIER

2 HOUR FIRE

BARRIER

3 HOUR FIRE

BARRIER

1 HOUR FIRE &

SMOKE BARRIER

2 HOUR FIRE &

SMOKE BARRIER

3 HOUR FIRE &

SMOKE BARRIER

HE

TRAVEL DISTANCE

100'-10"

TRAVEL DISTANCE

EA

EDEXIT EXIT

HORIZONTAL EXIT

EXIT DISCHARGE

EXIT ACCESS

FIRE

EXTINGUISHER

FE

FIRE

EXTINGUISHER

CABINET

FEC

LIMITS OF

CONSTRUCTION

SMOKE

COMPARTMENT

BOUNDARY

HEALTH CARE

SUITE

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

OCCUPANCY

SEPARATION

SHAFT

ADJACENT SYMBOLS SHOW PARTITION RATING AND

DAMPER REQUIREMENTS

HAZARDOUS USE

ADJACENT SYMBOLS SHOW PARTITION RATING.

OPENINGS REQUIRE CLOSER & LATCH

EXIT PASSAGEWAY

RATE AS STAIR

ALL OPENINGS TO BE RATED AS STAIR SHAFT

CORRIDOR

WALLS TO LIMIT THE TRANSFER OF SMOKE

ADJUNCT CORRIDOR or PSYCHIATRIC AREA or CONSTRUCTED WITH MIN. 4'-0" CLEAR

WITH (PER CHAPTER 19)

NOYES

APPLICABLE REGULATIONS

GENERAL TYPE OF PROJECT

NFPA NATIONAL FIRE CODES (EXCEPTION: NFPA 5000 & 900)

2018 NFPA 101 (LIFE SAFETY CODE)

ABA STANDARDS (2015) (ABAAS)

2018 IBC

REMODEL

ADDITION

NEW BUILDING

PROJECT DESCRIPTION

CODE SUMMARY

NEW CONSTRUCTION OF APPROXIMATELY 4,014 GSF TYPE V

(000) CONSTRUCTION, GROUP "B" BUSINESS OCCUPANCY.

UPGRADE FACILITIES TO ACCESSIBILITY CODE.

VA BARRIER FREE DESIGN STANDARD (PG-18-13)

NOYESAUTHORITIES HAVING JURISDICTION (AHJ's)

THE JOINT COMMISSION (TJC)

CENTER FOR MEDICARE/MEDICAID SERVICES (CMS)

TESTRATING (HRS)

TOTAL

EXTERIOR DOORS AND WINDOWS

EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

PRIME & SEC. FLOOR BEAMS, JOISTS

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

PRIME & SEC. ROOF BEAMS, JOISTS

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

AREA SEPARATIONS / FIRE WALLS

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

ACTUAL AREA PER FLOOR

CONSTRUCTION TYPE(S)

1ST FLOOR - NEW

NONE

PLUMBING FIXTURES

TOILETS

LAVATORIES

DRINKING FOUNTAINS

SERVICE SINKS

PROVIDED RQD FACTOR

1 M, 1 F 1/25 for first 50 occupants, then 1/50 1/40 for first 80 occupants, then 1/80 1/100 occupants. 50% may be vending1

OCCUPANT LOAD OF BUILDING

SF/OCCUPANT OCCUPANTSAREA

TOTAL OCCUPANTS:

4,014 GSF

4,014 GSF

150 SF / OCC. 27 OCC.

ZERO NA

NA

(IBC CH 29)

TYPE V [000] (NFPA 220 TABLE 4.1.1)

OSHA STANDARDS

VA SEISMIC DESIGN REQUIREMENTS H-18-8

NATIONAL ELECTRIC CODE (NEC)

ASME BOILER AND PRESSURE VESSEL CODE

ASME CODE FOR PRESSURE PIPING

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE,

AMERICAN CONCRETE INSTITUTE AND COMETARY (ACI 318)

MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE

FACTOR DESIGN SPECIFICATIONS FOR STRUCTURAL STEEL

BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

ENERGY POLICY ACT OF 2005 (EPAct)

DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS

FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE

RESIDENTIAL BUILDINGS AND NEW LOW-RISE RESIDENTIAL

BUILDINGS, 10 CFR PARTS 433,434 AND 435

FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE

BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

EXECUTIVE ORDER 13834

THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED

IN THE GENERAL REQUIREMENTS SECTION 01010 OF THE VA

MASTER CONSTRUCTION SPECIFICATION

VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE

STANDARD 62.1-2004

SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE

STANDARD 15 -2007

VA FIRE PROTECTION DESIGN MANUAL

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

MEANS OF EGRESS CAPACITY (width in inches)

EGRESS

36 INCHES

ACCESSIBLE MEANS OF EGRESS ("MOE") REQUIRED

NO CHANGE

BUILDING HEIGHT

(IBC Section 503)ALLOWABLE AREA PER FLOOR

BASIC ALLOWABLE AREA

NOYES

(Section 8.3)

CHANGE OF OCCUPANCY?

SEPARATED OCCUPANCIES?

FIRE BARRIER RATING(S) SEE LIFE SAFETY PLANS

OCCUPANCY CLASSIFICATION(S)

OCCUPANCIES

(If Remodeling)

2018 LSC (TABLE 6.1.14.1)

SPECIAL PURPOSE INDUSTRIAL

NOYES

FIRE RESISTIVE CORRIDORS?

SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)

MISCELLANEOUS

INTERIOR FINISHES CLASSIFICATION B

9,000 GSF

1 M, 1 F2 M, 1 F

4 M, 1 F

NA

NA

NA

NA

ZERO

ZERO

ZERO

ZERO

ZERO

ZERO / 1-HR UL U419

ZERO NA

ZERO NA

ZERO / 1-HR UL K506

ZERO NA

ZERO NA

ZERO NA

FULLY SPRINKLERED BUILDING

BUSINESS 4,014 GSF

27 OCC.

BLDG NON-SPRINKLERED

5.4"(occupant load x capacity factor) 27 x 0.2

MINIMUM DOOR WIDTH

YES

EXIT ACCESS TRAVEL DISTANCE - Occupancy "B" (non-sprinkered)

200 FEET

MAX

MAX. DEAD END EGRESS PATH - (non-sprinklered) 20 FEET

COMMON PATH OF TRAVEL - (non-sprinklered) 75 FEET

(Provide 1-Hour rated walls at "IT CLOSET" room)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:3

P

M

PIC ADMIN. BLDG - 1ST FLOOR LIFE SAFETY

PLAN

MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 LA PC17101

1001-GI111

1/8" = 1'-0"

LIFE SAFETY PLAN

0 8' 16'4'

Revisions: Date:

OF 266110110 OF 266110

AE201

2AE201

LOBBY

GENERAL

OFFICE

OFFICE

ASSISTANT

DIRECTOR

OFFICE

SECURE

STORAGE

ROOM

MEN'S

TOILET

WOMEN'S

TOILET

IT CLOSET &

STORAGE

MECHANICAL

ROOM

ELEC

CLOSET

MULTI

PURPOSE

ROOM

MEN'S

TOILET

WOMEN'S

TOILET

HALLWAY

WORK

ROOM

BREAKROOM

101.1

7.

8.

6.

1 11 4.

5.

2.

110.1

111.1

107.1

8.

105.1

3.

4.

1AE211 13

AE211

AE211

0A

.1

AE211

113.1

JANITOR

100A

VESTIBULE

AE211

AE211

B3

B3

B3b

B6bs

B3b B6bs

CR

CRCR

B6

AE311

AE311

AE312

AE311

1 2 3 4

B

C

D

E

F

DASHED LINE

INDICATES GLUE

LAMINATED BEAM

ABOVE

FE

B3bp

B3b B6s

CR

1.2 1.8

A

B3b

AE301

B.2

HEADER

ABOVE

FEC

DASHED LINE

INDICATES ROOF

EDGE ABOVE, TYP

DOWNSPOUT, TYP

0.

B6p

B3

B3

AE312

AE301

B3b B3b

B3

B3

A3

B3

W1 W1 W1 W1 W1 W1 W1 W1

W1

W1

W1

W1

W1

W1

W1W1W1W1W1

HM1

B6ps

SF01

SF02

SF03

LOBBY

GENERAL

OFFICE 103

OFFICE

ASSISTANT

DIRECTOR

OFFICE

SECURE

STORAGE

ROOM

WORK

ROOM

BREAKROOM

HALLWAY

MEN'S

TOILET

MULTI

PURPOSE

ROOM

WOMEN'S

TOILET

IT CLOSET &

STORAGE

MECHANICAL

ROOM

MEN'S

TOILET

WOMEN'S

TOILET

ELEC

CLOSET

100A

VESTIBULE

JANITOR

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF8'-0" AFF8'-0"

AFF9'-0"

AFF8'-0"

AFF8'-0"

AFF9'-0"

AFF8'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"AFF8'-0"

AE550

1 2 3 4

B

C

D

E

F

1.2 1.8

A

2' -1

/8

16'-5 7/8"

1' -2

/8

B.2

AE601

TYP

ABOVE CLG

AE601

AE601

TYP

ABOVE CLG

TYP

ABOVE CLG

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING

ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT

NO ADDITIONAL COST.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH

THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT

AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH

AND REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE

FIREPROOFING SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL

CONDITION AND FIRE RATING, AT THE SUBCONTRACTORS EXPENSE.

7. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE

WITH MANUFACTURER.

8. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR

EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE.

9. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING

CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR

SURFACE AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK

WITH GENERAL CONTRACTOR PRIOR TO PROCEEDING.

10. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE

TYPES WITH TRADES WHICH REQUIRE THEM.

11. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS

REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.

12. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS MAY

DIFFER FROM ARCHITECTURAL. SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR

DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FRT

PLYWOOD BACKING BEHIND ALL SURFACE MOUNTED FIXTURES AND EQUIPMENT,

UNLESS NOTED OTHERWISE.

14. CONTRACTOR SHALL EVALUATE INTEGRITY OF ALL PARTITIONS INDICATED BY

SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE AND UPGRADE

AS REQUIRED. ALL FIRE RESISTIVE RATED WALLS SHALL BE CONSTRUCTED OF

MATERIALS / ASSEMBLIES MEETING THE RATING INDICATED, TERMINATE AT THE

DECK ABOVE WITH A TESTED HEAD OF WALL ASSEMBLY AND ALL PENETRATIONS

SHALL BE SEALED WITH A TESTED ASSEMBLY. ALL SMOKE PARTITIONS SHALL BE

CONSTRUCTED OF MATERIALS THAT RESIST THE PASSAGE OF SMOKE, TERMINATE

AT THE DECK ABOVE WITH A JOINT SEALED WITH FIRE CAULK AND ALL

PENETRATIONS SHALL BE SEALED WITH FIRE CAULK.

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT

SUPPORT REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT

SUPPLIER AND OWNER, PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS,

SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT PANELS,

GYP BD SOFFITS AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED OTHERWISE.

COORDINATE WITH MECHANICAL AND ELECTRICAL DRAWINGS.

3. FINISHED GYP BD SOFFITS SHALL EXTEND 1" BEYOND FACE AND EXPOSED ENDS

OF WALL CABINETS, FULL-HEIGHT CABINETS, ETC UNLESS NOTED OTHERWISE.

COORDINATE CABINET DIMENSIONS WITH SUPPLIER. GYP BD FASCIA/SOFFIT

DETAILS ARE REFERENCED FROM THE REFLECTED CEILING PLAN.

4. SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND LOCATIONS.

CENTER ALL HEADS IN ACT UNLESS NOTED OTHERWISE.

5. AT REMODELING WORK IN EXISTING ACT SUSPENSION SYSTEM, REMOVE EXISTING

PANELS, CUT AS REQUIRED FOR CONSTRUCTION AND RE-INSTALL. REPLACE ALL

DAMAGED AND / OR EXTREMELY SOILED PANELS WITH ACT TO MATCH EXISTING.

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GBPD

CEILING /

SOFFIT

ACT CEILING

SYSTEM

EXISTING

ACT CEILING

SYSTEM

IV TRACK

CUBICLE

CURTAIN

TRACK

ACCESS

PANEL

2'-0" x 4'-0"

LIGHT FIXTURE

2'-0" x 2'-0"

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

RECESED LIGHT

FIXTURE

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL/

RECESSED

LIGHT FIXTURE

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR SUPPLY

GRILL

CEILING

ELEVATION AND

FINISH

9'-0" AFF

ACT

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LIGHT

101B

1A

8'-0"

DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

W1

WINDOW, LOUVER

OR CURTAINWALL

TAG

1 2 3 4

B

C

D

E

F

1.2 1.8

A

B.2

'-8

LOBBY

GENERAL

OFFICE

OFFICE

ASSISTANT

DIRECTOR

OFFICE

SECURE

STORAGE

ROOM

MEN'S

TOILET

WOMEN'S

TOILET

IT CLOSET &

STORAGE

MECHANICAL

ROOM

ELEC

CLOSET

MULTI

PURPOSE

ROOM

MEN'S

TOILET

WOMEN'S

TOILET

HALLWAY

WORK

ROOM

BREAKROOM

101.1

7.

8.

6.

1 11 4.

5.

2.

110.1

111.1

107.1

8.

105.1

3.

4.

'-0

C

LE

A R

5' -0

'-2

24'-8" 3'-4" 2'-0" 3'-4" 4'-4" 5'-4" 10'-0" 4'-0"

1'-4"

3'-4" 5'-8" 3'-4" 2'-0" 3'-4" 2'-0" 3'-4" 4'-8"

'-4

2'

-0

8' -0

'-8

'-0

2' -8

3'

-4

2' -0

3'

-4

9' -4

3'

-4

2' -0

3'

-4

6' -0

3'

-4

2' -0

3'

-4

2' -8

4'-0" 3'-8" 6'-0" 3'-8" 8'-0" 3'-4" 2'-0" 3'-4" 8'-0" 3'-4" 2'-0" 3'-4" 6'-0" 3'-4" 2'-0" 3'-4" 7'-4" 3'-4" 2'-0" 3'-4" 4'-8"

5' -0

'-1

'-1

1"

0A

.1

113.1

JANITOR

100A

VESTIBULE

AE211

AE211

6' -4

3'

-1 0"

7' -2

B3

B3

B3b

B6bs

B3b B6bs

2' -4

CR

CRCR

B6

1'-0"

1'-0" 1'-0" 13'-4" 1'-0" 1'-0"

1'-0"

'-6

2'

-0

8' -0

'-2

'-8

86'-0"

3'-0" 15'-4" 3'-0" 36'-8" 28'-0"

FE

B3bp

B3b B6s

CR

B3b

E Q

'-2

E Q

6' -0

11'-6 1/4" 17'-11"

19'-9" 16'-3" 12'-0" 8'-10"

2"

5'-7"

HEADER

ABOVE

FEC

0.

B6p

B3

B3

1' -0

1'

-0

5' -0

6"

5' -0

10'-0" 12'-6" 6'-0" 22'-2"

B3bB3b

B3

B3

A3

86'-0"

5'-0" 21'-6"

B3

7' -2

1' -6

7' -2

2' -2

1' -2

6'-0 1/4" 5'-11"

2'-4"

W1 W1 W1 W1 W1 W1 W1 W1

W1

W1

W1

W1

W1

W1

W1W1W1W1W1 L2

L1

SF01

SF02

SF03

HM1

1' -6

5'

-0

CL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:3

P

M

PIC ADMIN. BLDG - 1ST FLOOR PLAN AND RCP MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 LA PC17101

1001-AE111

1/8" = 1'-0"

FLOOR PLAN

0 8' 16'4' 1/8" = 1'-0"

REFLECTED CEILING PLAN

0 8' 16'4'

Revisions: Date:

1/8" = 1'-0"

DIMENSION PLAN

0 8' 16'4'

OF 266111111 OF 266111

ROOF SLOPE

4:12ROOF SLOPE

4:12

R O

O F

S

LO

P E

4:

R O

O F

S

LO

P E

4:

DASHED LINE INDICATES

EXTERIOR FACE OF WALL BELOW

STANDING SEAM

METAL ROOF

2'-0"2'-0"

2' -0

2'

-0

2'-0" 3'-0" 15'-4" 3'-0"

RIDGE

VENT

VENT

AE112

AE112

GUTTER

GUTTER

1 2 3 4

B

C

D

E

F

'-3

/8

ROOF SLOPE

4:12

ROOF SLOPE

4:12

1' -0

2'

-0

2'-0" 1'-0"

METAL SNOW GUARD

METAL SNOW GUARD

METAL SNOW

GUARD

1.2 1.8

A

AE301

B.2

21'-4"

DASHED LINE INDICATES

FACE OF COLUMN BELOW

METAL SNOW

GUARD

METAL SNOW GUARD

AE112

AE112

AE112

AE112

AE312

AE301

AE112

ROOF VENT SYSTEM

STANDING SEAM METAL

ROOF

1/2" EXTERIOR GYP SHEATHING

3/4" PLYWD

SHEATHING

UNDERLAYMENT

2 X 6 WOOD TRUSS

MIN

1 3/4"

MIN OPENING

1"

SEALANT AT ALL

GAPS

BASE FLASHING

UNDER CORVENT

PROVIDE CONTINUOUS BUTYL TAPE

AT ALL SCREW ATTACHMENT

POINTS PER MANUFACTURERS

RECOMMENDATION

20 GAUGE PRE-FINISHED

METAL TO MATCH THE COLOR

OF THE METAL ROOF OVER

WATERPROOF

UNDERLAYMENT

FASTENERS, TYP

EXHAUST

AIR

H O

T A

IR

DUCT - SEE MECH FOR SIZE

STAINLESS STEEL HOSE CLAMP

30# FELT

FIELD CUT HOLE 1" MIN LARGER THAT

PIPE. CENTER PIPE PENETRATION IN

PANEL. SEAL. PENETRATION THRU

CONTINUOUS VAPOR BARRIER

MEMBRANE PER TYVEK MEMBRANE

MANUFACTURER'S RECOMMENDATIONS.

SNAP - SEAM

PANEL SHOWN

TOP OF MASONRY

111'-4"

F

2'-0"

DRIP EDGE

8 MIL VAPOR RETARDER

CONT FASTEN TO

BLOCKING

WOOD BLOCKING -

SEE STRUCTURAL

2x14 WOOD

BLOCKING -

SEE STRUCTURAL

WOOD TRUSS WITH

11 3/4" HEEL

BATT INSULATION R=40

(2) 1 1/2" DIA HOLES IN THE

2x14 WOOD BLOCKING

BETWEEN EACH TRUSS

INSULATION BAFFLE

2" AIR SPACE

16 GAUGE ALUM

FLASHING WITH

DRIP

SEALANT AND BACKER ROD

BRICK VENEER

3" DEEP SPRAY FOAM INSULATION

ADJUSTABLE CAVITY WALL TIE

5/8" PLYWOOD EXT SHEATHING

AIR AND MOISTURE BARRIER

6" METAL STUDS

5/8" GYP BD

LINEAR VENT

STANDING SEAM

METAL ROOF

UNDERLAYMENT

1/2" EXTERIOR GYP SHEATHING

CLOSURE TRIM PIECE FLASHING BY

METAL ROOF MANUFACTURER

UNCLEATED 22 GA SHEET METAL

FASCIA SLIPPED UNDERNEATH

ROOFING PLIES. PROVIDE SLOTTED

HOLES AT TOP EDGE OF FASCIA FACE

FOR ATTACHMENT TO BEAM TO ALLOW

FOR EXPANSION

3/4" PLYWOOD

ALUMINUM

PREFINISHED

SOFFIT PANEL

6" ALUMINUM GUTTER

PREFINISHED WHITE

DEBRIS SCREEN

BATT INSULATION

7"

UNDERLAYMENT

2x WOOD FASCIA BOARD, FINISH TO

MATCH GLU-LAM DECKING

METAL STANDING SEAM ROOFING

PRE-FINISHED METAL EAVE TRIM

CONTINUOUS CLEAT WITH STAINLESS

STEEL FASTENERS SPACED AS

REQUIRED BY MANUFACTURER

3x6 TONGUE AND GROVE WD DECKING - SEE

STRUCTURAL

1/2" PROTECTION BOARD

STANDING SEAM CLIP, TYP

6" ALUMINUM GUTTER

PREFINISHED WHITE

DEBRIS SCREEN

3/

4"

1/

2"

TOP OF MASONRY

111'-4"

7"

METAL ROOF PANEL

UNDERLAYMENT

1/2" EXTERIOR GYP SHEATHING

RAKE CLOSURE TRIM PIECE FLASHING

BY METAL ROOF MANUFACTURER

2x WOOD FASCIA BOARD, FINISH TO

MATCH GLU-LAM DECKING

2" WD DECKING - SEE STRUCTURAL

1/

4"

2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:3

P

M

PIC ADMIN. BLDG - ROOF PLAN AND ROOF

DETAILS

MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 Checker Author17101

1001-AE112

1/8" = 1'-0"

ROOF PLAN

3" = 1'-0"

RIDGE DETAIL

3" = 1'-0"

ROOF JACK PENETRATION DETAIL

0 8' 16'4'

1 1/2" = 1'-0"

SECTION DETAIL @ ROOF EAVE

1 1/2" = 1'-0"5

ROOF DETAIL @ CANOPY EAVE EDGE

1 1/2" = 1'-0"6

RAKE DETAIL

OF 266112112 OF 266112

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

Grade 99'-0"

AE311

DOWNSPOUT SHOE

TYPICAL - SEE CIVIL

DRAWING FOR ADDITIONAL

NOTES AND INFORMATION

DOWNSPOUT

STANDING SEAM

METAL ROOF

BRICK

GUTTER

DOWNSPOUT

BCDEF AB.2

TOP OF PIER

108'-8"

AE312

1'-4" 14'-8" 14'-8" 14'-8" 1'-4"

EXPANSION JOINT, TYP

ARCHED ROWLOCK

BRICK, TYP

W1 W1 W1 W1 W1 W1

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

Grade 99'-0"

AE311

AE311

AE311

DOWNSPOUT SHOE

TYPICAL - SEE CIVIL

DRAWING FOR ADDITIONAL

NOTES AND INFORMATION

DOWNSPOUT

STANDING SEAM

METAL ROOF

BRICK

GUTTER

2' -0

8'

-0

1 2 3 41.2 1.8

CARD READER

4'-0"10'-0"5'-4"

1'-4" 21'-4" 22'-0" 20'-0" 20'-0" 1'-4"

2' -0

8'

-0

EXPANSION JOINT, TYP

ARCHED ROWLOCK

BRICK, TYP

ROWLOCK BRICK

L1

W1

W1

W1 W1 W1

L2

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

Grade 99'-0"

AE311

DOWNSPOUT SHOE

TYPICAL - SEE CIVIL

DRAWING FOR ADDITIONAL

NOTES AND INFORMATION

DOWNSPOUT

STANDING SEAM

METAL ROOF

GUTTER

BRICK

B C D E F

SF02

A B.2

TOP OF PIER

108'-8"

AE312

5'-4" 20'-0" 20'-0" 1'-4"

EXPANSION JOINT, TYP

ROWLOCK BRICK, TYP

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

Grade 99'-0"

AE311

AE311

AE312

DOWNSPOUT SHOE

TYPICAL - SEE CIVIL

DRAWING FOR ADDITIONAL

NOTES AND INFORMATION

DOWNSPOUT

GUTTER

STANDING SEAM

METAL ROOF

ARCHED ROWLOCK

BRICK, TYP

STONE SILL

BRICK

SF01

METAL PANEL -BEYOND

1.21.8

TOP OF PIER

108'-8"

1'-4" 16'-0" 16'-0" 16'-0" 18'-0" 17'-4" 1'-4"

EXPANSION JOINT, TYP

GLU-LAM BEAM - SEE STRUCT

STEEL COLUMN - SEE STRUCT

ROWLOCK BRICK, TYP

W1 W1 W1 W1 W1 W1 W1 W1

ELEVATION KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

EL1

EL2

EL3

EL4

EL5

EL6

EL7

EL8

EL9

EL10

EL11

EL12

EL13

EL14

EL15

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:3

P

M

PIC ADMIN. BLDG - EXTERIOR ELEVATIONS MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 LA Author17101

1001-AE201

1/8" = 1'-0"

EAST EXTERIOR ELEVATION

1/8" = 1'-0"

SOUTH EXTERIOR ELEVATION

1/8" = 1'-0"

WEST EXTERIOR ELEVATION

1/8" = 1'-0"

NORTH EXTERIOR ELEVATION

0 8' 16'4' 0 8' 16'4'

0 8' 16'4'0 8' 16'4'

OF 266113113 OF 266113

CASEWORK GENERAL NOTES

1. FULL HEIGHT STORAGE CABINETS (UNO)

- SHALL BE 2'-0" DEEP

- 2'-0" MAX DOOR WIDTH

- WARDROBE CABINETS TO BE 2'-0" DEEP

- PROVIDE (5) FIVE ADJ PLAM SHELVES

2. BASE AND WALL CABINETS (UNO)

- WALL CABINETS 1'-0" DEEP CLEAR INSIDE MINIMUM

- BASE CABINETS 2'-0" DEEP

- (1) ADJ PLAM SHELF AT 2'-0" HIGH WALL CABINETS

- (2) ADJ PLAM SHELVES AT 2'-6" HIGH WALL CABINETS, AND

- (3) ADJ PLAM SHELVES AT 3'-0" HIGH WALL CABINETS

3. SEE INTERIOR ELEVATIONS FOR PLAM FILLERS AND SLOPED TOPS.

4. WHERE FILLER STRIPS ARE REQUIRED, THEY SHALL BE EQUAL IN SIZE AT BOTH

ENDS OF CASEWORK (UNO).

5. PROVIDE LOCKS ON INDIVIDUAL DOORS AND DRAWERS WHERE INDICATED.

6. PROVIDE CONTINUOUS SEALANT AT TOP OF BACKSPLASH/SIDESPLASHES.

7. PROVIDE 1" THICK SHELVES WHERE CABINETS ARE OVER 3'-0" WIDE.

8. PROVIDE GROMMETS AT WORKSTATIONS, INCLUDING NURSE STATIONS, RECEPTION

DESKS AND OTHER WORK COUNTERS. CUT IN FIELD-PROVIDE ONE PER ELECTRICAL

DEVICE BELOW COUNTER-COORDINATE LOCATIONS WITH OWNER. COLOR TO BE

SELECTED BY ARCHITECT. SEE SPECIFICATION FOR GROMMET TYPES AND SIZES.

9. PROVIDE A 2" RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP

CORNERS (UNO). ALL PLAM COUNTERTOPS SHALL HAVE A 1 1/4" THICK PLAM SQUARE

EDGE NOSING (UNO)

10. ALL COUNTERTOPS ARE 2'-1" DEEP (UNO)

11. PROVIDE PLYWOOD BACKING AT ALL SOLID SURFACE COUNTERTOPS.

12. COUNTERTOP SUPPORT BRACKETS ARE PROVIDED BY THE CASEWORK SUPPLIER.

PROVIDE WALL BLOCKING AT EACH SUPPORT. SPACE AT 3'-0" OC MAX.

13. COORDINATE LOCATION OF ALL UNDERCOUNTER SUPPORT WITH OWNER

FURNISHED/OWNER INSTALLED EQUIPMENT.

14. NO EXPOSED FASTENERS ON CASEWORK (UNO)

15. ALL EXPOSED METAL CLIP ANGLES AND BRACKETS TO BE PAINTED TO MATCH

CASEWORK.

16. ALL EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK, SHELVING, BASE,

FULL HEIGHT AND UPPER WALL CABINETS, AND FINISHED END PANELS ARE PLAM

(UNO)

17. FIELD VERIFY SPACE AVAILABLE AT CABINET LOCATIONS PRIOR TO CASEWORK

FABRICATION.

18. RETURN BACKSPLASH AT SIDEWALLS (UNO).

19. TUCK WALL COVERING BEHIND ALL BACKSPLASHES.

20. ALL CABINETS TO RECEIVE BASE SCHEDULED FOR ROOM (UNO).

21. COORDINATE ALL SWITCHES, UNDER-CABINET LIGHT FIXTURES AND

UNDERCOUNTER RECEPTACLES WITH THE ELECTRICAL CONTRACTOR.

22. PROVIDE HANGING FILE EDGE/HARDWARE WHERE FILE DRAWERS ARE INDICATED

23. PROVIDE A 1/4" GAP BETWEEN BOTTOM EDGE OF COUNTERTOP AND TOP EDGE OF

DOOR FRONTS/DOORS OF CABINETS

24. REFER TO FINISH PLAN GENERAL NOTES FOR CASEWORK FINISHES (UNO)

25. BASE AS SCHEDULED (UNO)

26. PLAM COUNTERTOPS TO RECEIVE 3mm FLAT PVC EDGE (UNO).

27. NUMBERS SHOWN BELOW BASE CABINETS AND ABOVE WALL CABINETS REFER TO

NOMINAL WIDTH DIMENSIONS, IN INCHES, FOR THAT CABINET. SEE REFERENCE

DETAILS FOR ADDITIONAL INFORMATION.

28. ALL CASEWORK TO BE PLAM-1 (UNO)

CASEWORK ELEVATION REFERENCE DIAGRAM

WALL HUNG CABINETS

OPEN FILE

EQFILE

EQ

EQ

EQ6"

EQ

EQ

243015 24211836

ACCESSIBLE

SINK

36 36 24 27 42

MICRO (NIC)

SD

PTD

4" T

O E

S P

A C

E A

T

D

E E

P U

N O

S E

E E

LE

V

A T

IO

N

S

30 36

OPEN

S E

E E

LE

V

A T

IO

N

S

BASE CABINETS

4" BACKSPLASH TO MATCH

COUNTERTOP

SIDESPLASH WHEN REQUIRED

ADJUSTABLE SHELVES (UNO)

ACCESSIBLE SINK

OPEN BASE SHELVING CABINET. SEE

ELEVATION FOR NUMBER OF

SHELVES

SINK CABINET WITH HINGED DOOR

LOCK

S E

E E

LE

V

A T

IO

N

S

S P

A C

E U

N O

4" T

O E

E

LE

V S

E E

BASE CABINET WITH HINGED DOORS

BASE UNIT WIDTH

FILE CABINET (2) DRAWERS

DRAWER FRONT HEIGHT INFORMATION

DRAWER CABINET UNIT. SEE ELEVATIONS FOR NUMBER

OF DRAWERS

APRON WITH COUNTERTOP

OPEN DRAWER WITH COUNTERTOP

OPEN COUNTERTOP

CABINET UNIT WITH - SEE ELEVATIONS

AT GYP BD SOFFITS: 1" OVERHANG FROM CABINET AT

SIDE AND FRONT OF CABINET

AT PLAM SOFFITS: NO OVERHANG. SOFFITS ARE FLUSH

WITH SIDE AND FRONT OF CABINET DOORS

INDICATES REQUIRED CLEAR SPACE FOR VALANCE

- SEE ELEVATIONS

CABINET WITH HINGED DOORS AND VALANCE

CABINET WITH HINGED DOORS

OPEN CABINET WITH ADJUSTABLE SHELVES

H E

IG

H

T

C A

B

IN

E T

T Y

P

IC

A L

1" S

C R

IB

E

/ FILLER PANEL

1"MIN SCRIBE

CABINET WITH HINGED DOORS

AND MAIL SLOTS

CABINET WITH HINGED DOORS AND

OPEN MICROWAVE SHELF. 18"

CABINET SHELF DEPTH, VERIFY

WITH EQUIPMENT SCHEDULE

SOILED LINEN

CABINET

FULL HEIGHT STORAGE WITH (5)

ADJUSTABLE SHELVES (UNO)

FIXED CENTER SHELF AT

FULL HEIGHT CABINETS

CABINET UNIT

WIDTH

30" 30" 30" 30" 30" 33" 33"

30"30"30"30"30"

F2550

2' -1

0" 2'

-4

2' -0

AE550

AE550

AE550PLAM-2 COUNTERTOP

18'-0"

1" 12'-6" 5'-6"

PAINT SOFFIT P-3

7' -2

PLAM-1 CASEWORK

RB-1

36"30" 27"

27"30"30"30"

K4665

1' -4

27"

21" 21"

15"

2' -0

2'

-4

2' -1

0"

AE550

AE550

AE550

AE550

TRASHREC

K1552

AE550

R7250

7' -2

7' -2

13'-4" 3'-0 7/8"

1"

3'-0 7/8"4'-9"5'-0"3'-6"1"

CT-1

S-1 COUNTERTOP

W/BACK SPLASH

PAINT SOFFIT P-3

16'-4 7/8"

PLAM-1 CASEWORK

RB-1

A5075

A5082

A5109C

AE550

S-1 COUNTERTOP

W/BACK AND LEFT

SIDE SPLASH

2' -1

0"

SEE

FOR TYPICAL TILE LAYOUT

/1 AF600

A1066

SEE P301 DETAIL 8

FOR PIPE COVERING

P-2

6' -6

A5200

A5109D

SEE

FOR TYPICAL TILE LAYOUT

/1 AF600

6' -6

P-2

2' -1

0"

A5082

A5075A5109C

AE550

S-1 COUNTERTOP

W/BACK AND RIGHT

SIDE SPLASH

SEE

FOR TYPICAL TILE LAYOUT

/1 AF600

A1066

F2010

INSULATE EXPOSED PIPES,

SEE PLUMBING FOR DETAILS

P-2

6' -6

A5090

A5200

A5109D

SEE

FOR TYPICAL TILE LAYOUT

/1 AF600

P-2

6' -6

A5109D

A5090

A5200

SEE

FOR TYPICAL TILE LAYOUT

/1 AF600

6' -6

P-2

A5109C

AE550

S-1 COUNTERTOP

W/BACK AND SIDE SPLASH

SEE

FOR TYPICAL TILE LAYOUT

/1 AF600

A1066 A1066

INSULATE EXPOSED PIPES,

SEE PLUMBING FOR DETAILS

P-2

6' -6

2' -1

0"

A5109C

AE550

S-1 COUNTERTOP

W/BACK AND SIDE SPLASH

SEE

FOR TYPICAL TILE LAYOUT

/1 AF600

A1066 A1066

INSULATE EXPOSED PIPES,

SEE PLUMBING FOR DETAILS

6' -6

P-2

2' -1

0"

A5109D

A5200

/1 AF600SEE

FOR TYPICAL TILE LAYOUT

6' -6

P-2

AE550

3' -8

8"

2' -1

0"

FEC

S-1 COUNTERTOP

PT-1 COVE BASE

1'-3" 2'-6" 1'-3"

30" 30" 30" 30"

AE550

PLAM-2 COUNTERTOP

EQ. 10'-2" EQ.

PLAM-1 BASE CABINET

1" 10'-0" 1"

RB-1

VWC-2

7' -2

EWC, SEE PLUMBING

FOR DETAILS

PT-1 COVE BASE

P-3

AE211

AE2116

MEN'S

TOILET

WOMEN'S

TOILET

JANITOR

1' -5

/8

3'

-6

1' -7

3'

-1

1' -6

'-1

/8

7.

8.

6.

5'-10 7/8" 8'-0" 5'-10 1/8"

3'-11 7/8"

3'-11 7/8" 6'-4"

8'-7 7/8" 1'-8" 9'-5 1/8"

1' -6

3'

-1

1' -7

3'

-6

1' -5

/8

6' -0

5'-0"

1' -6

3'

-0

1' -6

MULTI

PURPOSE

ROOM

3' -0

CL

CL

CL

CL

CL

CL

3' -0

CL

CL

CL

CL

5'-5" 4'-0 1/8"

MOP SINK

EWC

3'-0"

EQ EQCL

B3

B3

SB1

B6s

B6

B3

B6s

A3

A3

XP3 XN3

B6

A3

XP3

A3

B3

5' -5

/4

1 2

C

D

E

F

1.2 1.8

AE211

LOBBY

CL

CL

1'-1"

1'-6"

1' -0

B6s

1' -1

/8

1'

-0

"CL

FEC

CL

CL

B6p

1'-4"

1'-1"

1' -6

3'

-0

1' -6

CL

CL

AE211

AE211

MEN'S

TOILET

WOMEN'S

TOILET

HALLWAY110.1

111.1

F R

O M

F A

C E

O F

W A

LL

7' -2

1'

-6

7' -2

XP3

B3b

B3b

B3

B3

8" 1'-6" 1'-6 1/8"

XP3

1'-6"

CL

CL CL

B6bs

XN3

1'-6" 8" 1'-6" 1'-6 1/8"

CL

CL CL

E

F

IT CLOSET &

STORAGE

ELEC

CLOSET

MECHANICAL

ROOM

B3b

5 1/8"

CL

5 1/8"CL

2" 2" 5' -0

FRP-1

X0003

P-1

MOP SINK

PT-1

COVE BASE

4' -6

5' -0

FRP-1

X0002

P-1

MOP SINK PT-1

COVE BASE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:3

P

M

PIC ADMIN. BLDG - ENLARGED PLANS AND

INTERIOR ELEVATIONS

MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 CZ CZ17101

1001-AE211

1/4" = 1'-0"

ELEVATION - WORK ROOM 107 - SOUTH

1/4" = 1'-0"

ELEVATION - BREAKROOM 108 - NORTH

1/4" = 1'-0"

ELEVATION - MEN'S TOILET 110 - SOUTH

1/4" = 1'-0"

ELEVATION - MEN'S

TOILET 110 - WEST

1/4" = 1'-0"

ELEVATION - WOMEN'S TOILET 111 - NORTH

1/4" = 1'-0"

ELEVATION - WOMEN'S

TOILET 111 - WEST

1/4" = 1'-0"

ELEVATION - WOMEN'S ROOM 116 - SOUTH

1/4" = 1'-0"6

ELEVATION - WOMEN'S ROOM 116 - WEST

1/4" = 1'-0"

ELEVATION - MEN'S ROOM 117 - EAST

1/4" = 1'-0"

ELEVATION - MEN'S ROOM 117 - SOUTH

1/4" = 1'-0"

ELEVATION - LOBBY 100 - EAST

1/4" = 1'-0"

ELEVATION - MULTI PURPOSE ROOM 115 - WEST

1/4" = 1'-0"

ELEVATION - LOBBY 100 - SOUTH

1/4" = 1'-0"1

ENLARGED PLAN - PUBLIC RESTROOMS

1/4" = 1'-0"2

ENLARGED PLAN - STAFF TOILET ROOMS

1/4" = 1'-0"7

ELEVATION - JANITOR 118 - EAST

1/4" = 1'-0"8

ELEVATION - JANITOR 118 - SOUTH

OF 266114114 OF 266114

TOP OF MASONRY

111'-4"

B C D E F

GENERAL

OFFICE

MULTI

PURPOSE

ROOM

B.2

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

AE312

1 2 3 41.2 1.8

190 SF

MEN'S

TOILET

JANITOR

WOMEN'S

TOILET

MULTI

PURPOSE

ROOM

MECHANICAL

ROOM

IT CLOSET &

STORAGE

HALLWAY

WORK

ROOM

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

AE312

B C D E FA

100A

VESTIBULE

LOBBY

JANITOR 117

MEN'S

TOILET

B.2

TOP OF PIER

108'-8"

AE312

AE312

1ST FLOOR

100'-0"

AE312

1 21.2 1.8

TOP OF PIER

108'-8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:4

P

M

PIC ADMIN. BLDG - BUILDING SECTIONS MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 LA Author17101

1001-AE301

1/4" = 1'-0"

BUILDING SECTION

1/4" = 1'-0"

BUILDING SECTION

1/4" = 1'-0"

BUILDING SECTION

0 4' 8'2'

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

1/4" = 1'-0"

BUILDING SECTION

0 4' 8'2'

OF 266115115 OF 266115

TOP OF MASONRY

111'-4"

Grade 99'-0"

6" ALUMINUM

GUTTER

PREFINISHED

WHITE

WOOD TRUSSES

ADJUSTABLE CAVITY WALL TIE

5/8" PLYWOOD EXT SHEATHING

3" RIGID

INSULATION

BRICK VENEER

WEEP VENTS

32" OC

STAINLESS STEEL FLASHING

W/ HEMMED DRIP

6" METAL STUDS

BATT INSULATION

5/8" GYP BD

FOUNDATION

SEE - STRUCTURAL

LANDSCAPE MULCH

MORTAR NET

SLUSHED CAVITY

AIR AND MOISTURE BARRIER

TERMINATION BAR

W/ CONTINUOUS SEALANT

AIR SPACE

WOOD FASCIA

STANDING SEAM

METAL ROOF

2'-0"

AE112

F

AE520

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

Grade 99'-0"

6" ALUMINUM

GUTTER

PREFINISHED

WHITE

WOOD TRUSSES

ADJUSTABLE CAVITY WALL TIE

5/8" PLYWOOD EXT SHEATHING

3" RIGID INSULATION

BRICK VENEER

WEEP VENTS 32" OC

STAINLESS STEEL FLASHING

W/ HEMMED DRIP

6" METAL

STUDS

BATT INSULATION

5/8" GYP BD

FOUNDATION

SEE - STRUCTURAL

LANDSCAPE MULCH

MORTAR NET

SLUSHED CAVITY

AIR AND MOISTURE BARRIER

TERMINATION BAR

W/ CONTINUOUS SEALANT

AIR SPACE

WOOD FASCIA

STANDING SEAM

METAL ROOF

2'-0"

F

5' -4

2'

-8

AE112

SOLID SURFACE

(S-1) SILL

AE520

AE520

AE520

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

6" ALUMINUM

GUTTER

PREFINISHED

WHITE

WOOD TRUSSES

ADJUSTABLE CAVITY WALL TIE

5/8" PLYWOOD EXT SHEATHING

BATT INSULATION

AIR AND MOISTURE BARRIER

DEBRIS SCREEN

WOOD FASCIA

STANDING SEAM

METAL ROOF

BATT INSULATION

R=40

2'-0"

F

CONCRETE STOOP - SEE STRUCT

CONCRETE SIDEWALK - SEE

130 SF

HALLWAY

LIGHTING FIXTURE

AE520

REV

AE520

REV

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

Grade 99'-0"

3" RIGID INSULATION

BRICK VENEER

WEEP VENTS 32" OC

STAINLESS STEEL FLASHING

W/ HEMMED DRIP

6" METAL

STUDS

5/8" GYP BD

FOUNDATION

SEE - STRUCTURAL

LANDSCAPE MULCH

MORTAR NET

SLUSHED CAVITY

TERMINATION BAR

W/ CONTINUOUS SEALANT

AIR SPACE

6" ALUMINUM

GUTTER

PREFINISHED

WHITE

WOOD TRUSSES

DEBRIS SCREEN

WOOD FASCIA

STANDING SEAM

METAL ROOF

BATT INSULATION

R=40

SOLDIER COURSE BRICK

1' -4

6'

-0

2' -8

AE520

AE520

SIM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:4

P

M

PIC ADMIN. BLDG - WALL SECTIONS MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 LA JT17101

1001-AE311

3/4" = 1'-0"

WALL SECTION

XX

3/4" = 1'-0"

WALL SECTION AT WINDOW

3/4" = 1'-0"

WALL SECTION AT MAN DOOR

3/4" = 1'-0"

WALL SECTION AT ENTRY STOREFRONT

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

OF 266116116 OF 266116

TOP OF MASONRY

111'-4"

B

CONCRETE STOOP - SEE STRUCT

CONCRETE SIDEWALK - SEE

A B.2

TOP OF PIER

108'-8"

AE312

119 SF

100A

VESTIBULE

ADJUSTABLE CAVITY WALL TIE

5/8" PLYWOOD EXT SHEATHING

3" RIGID

INSULATION

BRICK

6" METAL STUDS

5/8" GYP BD

AIR AND MOISTURE BARRIER

AIR SPACE

BRICK PIER BEYOND

STEEL COLUMN BEYOND - SEE STRUCT

GLU-LAM BEAM - SEE STRUCT

BRICK SOLDER COURSE

METAL PANEL

AE520

AE520

SIM

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

21.8

TOP OF PIER

108'-8"

AE112

FOOTING AND FOUNDATION,

SEE STRUCTURAL DRAWINGS

BRICK

CAST IN PLACE

CONCRETE COLUMN,

SEE STRUCTURAL

DRAWINGS

HSS COLUMN, PAINT

- SEE STRUCTURAL

DRAWINGS

BASE PLATE AND

GROUT - SEE

STRUCTURAL DRAWINGS

2' -8

7"

3'-0"

'-4

GLU-LAM BEAM

- SEE STRUCTURAL

DRAWINGS

6" ALUMINUM

GUTTER

PREFINISHED

WHITE

STANDING SEAM

METAL ROOF

1ST FLOOR

100'-0"

TOP OF MASONRY

111'-4"

TOP OF PIER

108'-8"

274 SF

LOBBY

119 SF

100A

VESTIBULE

CARD READER

1/

2" 8'

-2

/2

LIGHTING FIXTURE

ACT CEILING

B3

ALUMINUM

STOREFRONT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:4

P

M

PIC ADMIN. BLDG - WALL SECTIONS MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 LA JT17101

1001-AE312

3/4" = 1'-0"

WALL SECTION AT ENTRY

0 1'-4" 2'-8"8" 3/4" = 1'-0"

WALL SECTION AT ENTRY CANOPY/PIER

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

Revisions: Date:

3/4" = 1'-0"

WALL SECTION AT LOBBY

OF 266117117 OF 266117

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

FLUID-APPLIED MEMBRANE AIR BARRIER

TERMINATION BAR

CONNECTION FROM WINDOW TO

SUPPORTING STRUCTURE

SEALANT

PRIMARY SEAL

ELASTOMERIC SHEETING MUST

EXTEND BACK TO PRIMARY SEAL

ALUMINUM WINDOW

3" RIGID INSULATION

LINE INDICATES WALL BELOW

BACKER ROD AND SEALANT

BACKER ROD AND SEALANT

4" 2 1/2"

6" COLD FORMED STEEL BOX

BEAM. - SEE STRUCTURAL

SOLID SURFACE SILL BELOW

GRID

NOTE:

PROVIDE EXPANSION JOINT AT

ALL OUTSIDE CORNERS,

SEE EXTERIOR ELEVATION FOR

LOCATION

3/8" EXPANSION JOINT

3/8" EXPANSION JOINT

AE501

COMPRESSIBLE JOINT FILLER

3/8" THICK X DEPTH OF

MASONRY (LESS 1")

NOTE: KEEP JOINT

FREE OF MORTAR

SEALANT AND BACKER ROD

3/8" EXPANSION JOINT

AE501

BACKER ROD AND

SEALANT -BOTH SIDES

3" DEEP SPRAY FOAM

INSULATION

SEE WALL SECTION AND WALL

TYPES FOR WALL CONSTRUCTION

BUILDING MEMBRANE

TERMINATION BAR

MEMBRANE FLASHING

12 GA GALV BENT PLATE WITH 4"

LONG VERTICAL LEG AND

HORIZONTAL LEG TO ALIGN WITH

PLATE EDGE AT HEAD CONDITION

FILL FRAME WITH SPRAY FOAM

HM FRAME AND INSUL HM DOOR

M

IN4"

SEALANT

F

2"

5 3/4" AT 108.1

8 3/4" AT 112.1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

:3

:4

P

M

PIC ADMIN. BLDG - EXTERIOR PLAN DETAILS MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 Checker Author17101

1001-AE501

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

PLAN DETAIL - WINDOW JAMB

3" = 1'-0"3

PLAN DETAIL - FACE BRICK EXPANSION JOINT AT OUTSIDE CORNER

12" = 1'-0"5

PLAN DETAIL - EXPANSION JOINT

3" = 1'-0"4

PLAN DETAIL - TYPICAL EXPANSION JOINT

Revisions: Date:

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

PLAN DETAIL - HM FRAME JAMB AT METAL STUD BACK

UP AND FACE BRICK

OF 266118118 OF 266118

WINDOW HEAD

MO ELEVATION

8" M

IN

4"

M

IN

GALV BREAK METAL

FLASHING

GALVANIZED STEEL LINTEL 3 1/2"x3 1/2"x1/4". -SEE STRUCTURAL

LOUVERED WEEPS AT 16"

ON CENTER

THROUGH WALL STAINLESS

STEEL FLASHING WITH DRIP

BACKER ROD AND

SEALANT

SEE WALL SECTION AND WALL TYPES

FOR WALL CONSTRUCTION

CAVITY DRAIN MATERIAL

TERMINATION BAR

ELASTOMERIC SHEETING-SEAL VAPOR

TIGHT TO TOP OF MET FLASHING

FLUID-APPLIED MEMBRANE AIR BARRIER

CLIP ATTACHED MINERAL WOOL

CONNECTION FROM WINDOW

TO SUPPORTING STRUCTURE

ALUMINUM WINDOW

GALV BREAK METAL CLOSURE

TRIM

PRIMARY SEAL

1/4" ROD AND SEALANT JOINT

SEALANT

STEEL BOX BEAM. - SEE STRUCTURAL

GRID

2 1/2" 4"

SEE WALL SECTION AND WALL TYPES

FOR WALL CONSTRUCTION

PRECAST CONCRETE SILL

ROD AND SEALANT WITH

WEEPS AT 16" OC-TYP

PREFINISHED ALUM FLASH TO MATCH

WINDOW MULLION W/ CONT SEALANT

TO PRECAST SILL

1/4" ROD AND SEALANT JOINT

SOLID SURFACE (S-X) SILL

3" DEEP SPRAY FOAM

INSULATION

GRID

ELASTOMERIC SHEETING SEAL

VAPOR TIGHT TO STEEL ANGLE.

EXTEND UP OVER STEEL PLATE AND

EXTEND BACK TO PRIMARY SEAL

PRIMARY SEAL

ALUMINUM WINDOW

STEEL ANGLE CONNECTION

FROM WINDOW TO

SUPPORTING STRUCTURE

COLD FORMED STEEL STUD BOX

BEAM - SEE STRUCTURAL

CONNECTION FROM WINDOW TO

SUPPORTING STRUCTURE

1/

2"

2 1/2" 4"

GRID

FIRST LEVEL

0'-0"

CONCRETE SLAB ON GRADE -SEE STRUCTURAL

SEE WALL SECTION AND WALL TYPES

FOR WALL CONSTRUCTION

FILL SOLID WITH GROUT

STAINLESS STEEL THOUGH WALL FLASHING

WITH DRIP

SEALANT

ELASTOMERIC SHEETING TO TERMINATION

BAR ABOVE

LOUVERED WEEP HOLES AT 16" ON CENTER

CAVITY DRAIN MATERIAL

TERMINATION BAR

SEALANT

FLUID APPLIED MEMBRANE AIR

BARRIER

SLOPE GRADE AWAY FROM BUILDING - SEE

CIVIL FOR ADDITIONAL INFORMATION

2" CONTINUOUS PERIMETER INSULATION

DOWN TO BOTTOM OF GRADE BEAM / PILE CAP

12 GA BENT PLATE -SEE STRUCTURAL

8"

ALUMINUM DOOR AND FRAME

FACE OF BRICK WALL

BEYOND

FIRST LEVEL

0'-0"

EXISTING FOUNDATION WALL

CONSTRUCTION. FIELD VERIFY

LOCATION AND COMPOSITION

CONCRETE SLAB ON GRADE -SEE STRUCTURAL

METAL THRESHOLD SET IN SEALANT BED

EXISTING CONCRETE SLAB

CONSTRUCTION. FIELD VERIFY

LOCATION AND COMPOSITION

WALL BEYOND. SEE PLANS

VAPOR BARRIER. TURN DOWN FACE OF EXISTING WALL

4" MIN

ENGINEERED FILL - SEE STRUCTURAL

GRANULAR FILL - SEE STRUCTURAL

2" RIGID INSULATION. EXTEND 2'-0" HORIZONTAL AT

EXTERIOR WALL

2" RIGID INSULATION. EXTEND DOWN 2'-0" VERTICALLY

AT EXTERIOR WALL

3" 4 1/2"

B

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

SPRAY FOAM INSULATION

STEEL ANGLE -SEE STRUCTURAL

ALUMINUM FLASHING WITH DRIP

FILL FRAME WITH SPRAY FOAM

ROWLOCK BRICK

HOLLOW METAL DOOR AND FRAME

SHIM AS REQUIRED

5 3/4" 2"

BUILDING MEMBRANE

F

ALUMINUM DOOR AND FRAME

FACE OF BRICK WALL

BEYOND

FIRST LEVEL

0'-0"

EXISTING FOUNDATION WALL

CONSTRUCTION. FIELD VERIFY

LOCATION AND COMPOSITION

CONCRETE SLAB ON GRADE -SEE STRUCTURAL

METAL THRESHOLD SET IN SEALANT BED

EXISTING CONCRETE SLAB

CONSTRUCTION. FIELD VERIFY

LOCATION AND COMPOSITION

WALL BEYOND. SEE PLANS

VAPOR BARRIER. TURN DOWN FACE OF EXISTING WALL

4" MIN

ENGINEERED FILL - SEE STRUCTURAL

GRANULAR FILL - SEE STRUCTURAL

2" RIGID INSULATION. EXTEND 2'-0" HORIZONTAL AT

EXTERIOR WALL

2" RIGID INSULATION. EXTEND DOWN 2'-0" VERTICALLY

AT EXTERIOR WALL

2" 5 3/4"

DOOE FRAME BEYOND

F

LOUVER HEAD

GALV BREAK

METAL FLASHING

LINTEL-SEE

STRUCTURAL

VERTICAL JOINTS

WEEP VENTS

ALUMINUM FLASHING WITH DRIP

BACKER ROD AND

SEALANT -BOTH SIDES

SEE WALL SECTION AND WALL

TYPES FOR WALL

CONSTRUCTION

MORTAR TRAP

TERMINATION BAR

MEMBRANE FLASHING-

SEAL VAPOR TIGHT TO

TOP OF MET FLASHING

BUILDING MEMBRANE

CLIP ATTACHED MINERAL WOOL

12 GAUGE GALVANIZED STEEL PLATE

ALUMINUM LOUVER

GALV BREAK METAL

CLOSURE TRIM

SHIM AS REQUIRED

MO ELEVATION

F

6" STEEL STUD

LOUVER SILL

12 GAUGE GALVANIZED

STEEL PLATE TO ALIGN WITH

SILL MASONRY OPENING

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

ALUMINUM FLASHING WITH DRIP

SEALANT

BACKER ROD AND SEALANT.

PRIMARY SEAL

4" DEEP SPRAY FOAM INSULATION

ALUMINUM LOUVER

BACKER ROD AND SEALANT

STEEL ANGLE -

SEE STRUCTURAL

MEMBRANE FLASHING SEAL

VAPOR TIGHT TO STEEL

ANGLE. EXTEND UP OVER

GALV. PLATE AND EXTEND

BACK TO PRIMARY SEAL

MO ELEVATION

6" STEEL STUD

BUILDING MEMBRANE

SHIM AS REQUIRED

F

LOUVER SILL

12 GAUGE GALVANIZED

STEEL PLATE TO ALIGN WITH

SILL MASONRY OPENING

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

ALUMINUM FLASHING WITH DRIP

SEALANT

BACKER ROD AND SEALANT.

PRIMARY SEAL

SPRAY FOAM INSULATION

ALUMINUM LOUVER

BACKER ROD AND SEALANT

STEEL ANGLE -SEE STRUCTURAL

MEMBRANE FLASHING SEAL

VAPOR TIGHT TO STEEL

ANGLE. EXTEND UP OVER

GALV. PLATE AND EXTEND

BACK TO PRIMARY SEAL

MO ELEVATION

6" STEEL STUD ALUMINUM FLASHING WITH DRIP

8" STEEL STUD

FILL FRAME WITH SPRAY FOAM

ROWLOCK BRICK

HOLLOW METAL DOOR AND FRAME

BUILDING MEMBRANE

8 3/4" 2"

SHIM AS REQUIRED

F

WINDOW HEAD

MO ELEVATION

8" M

IN

4"

M

IN

GALV BREAK METAL

FLASHING

GALVANIZED STEEL LINTEL 3 1/2"x3 1/2"x1/4". -SEE STRUCTURAL

LOUVERED WEEPS AT 16"

ON CENTER

THROUGH WALL STAINLESS

STEEL FLASHING WITH DRIP

BACKER ROD AND

SEALANT

SEE WALL SECTION AND WALL TYPES

FOR WALL CONSTRUCTION

CAVITY DRAIN MATERIAL

TERMINATION BAR

ELASTOMERIC SHEETING-SEAL VAPOR

TIGHT TO TOP OF MET FLASHING

FLUID-APPLIED MEMBRANE AIR BARRIER

CLIP ATTACHED MINERAL WOOL

CONNECTION FROM WINDOW

TO SUPPORTING STRUCTURE

ALUMINUM

STOREFRONT

GALV BREAK METAL CLOSURE

TRIM

PRIMARY SEAL

1/4" ROD AND SEALANT JOINT

SEALANT

STEEL BOX BEAM. - SEE STRUCTURAL

GRID

ALUMINUM TRIM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

\1

P

IC

A d m in is tr a ti o n

R

Y e u n y o u n g .r v t

/2 /2

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PIC ADMIN. BLDG - EXTERIOR SECTION

DETAILS

MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 LA PC, JT17101

1001-AE520

1 1/2" = 1'-0"

SECTION DETAIL - WINDOW HEAD

1 1/2" = 1'-0"

SECTION DETAIL - WINDOW SILL

1 1/2" = 1'-0"

SECTION DETAIL - BRICK EDGE AND FOUNDATION

1 1/2" = 1'-0"

SECTION DETAIL - DOOR SILL @ CANOPY

Revisions: Date:

1 1/2" = 1'-0"

SECTION DETAIL - DOOR HEAD @ ROWLOCK BRICK

1 1/2" = 1'-0"

SECTION DETAIL - DOOR SILL @ EXTERIOR

1 1/2" = 1'-0"

SECTION DETAIL - LOUVER HEAD @ BRICK

1 1/2" = 1'-0"

SECTION DETAIL - LOUVER SILL@ BRICK

1 1/2" = 1'-0"

SECTION DETAIL - LOUVER SILL@ ROWLOCK BRICK

1 1/2" = 1'-0"

SECTION DETAIL - STOREFRONT HEAD

OF 266119119 OF 266119

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7' -2

U

N O

BOTTOM OF

SOFFIT TYP

ADJUSTABLE SHELVES-

SEE INTERIOR

ELEVATIONS FOR

QUANTITY

AE550

4"

3"

2'-0" UNO

SEE ELEVATIONS FOR

SOFFIT/FASCIA TYPE

BASE AS SCHEDULED

1/

4"

BOTTOM OF

SOFFIT, TYP

7' -2

A

F F

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.O

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AE550

1'-0" CLEAR

S E

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SOFFIT AS OCCURS -SEE

INTERIOR ELEVATIONS.

ADJUSTABLE SHELVES, SEE INTERIOR

ELEVATIONS FOR QTY.

1"

6"

PULL-OUT SHELF, WHERE

INDICATED. REFER TO

ELEVATION

ADJUSTABLE SHELF

DRAWER UNIT OR APRON,

WHERE INDICATED

3"

4"

S E

E E

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LV

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2'-1" UNO.

SEE ELEVATIONS

BASE AS SCHEDULED

PULL-OUT SHELF FOR

TRASH CAN

3"

4"

S E

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2'-1" UNO.

BASE AS SCHEDULED

8" M

IN

DOOR ATTACHED TO

PULL OUT SHELF

TRASH

WALL BACKING

8" 3"

9"

M

IN

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2' -1

0" O

R

'-0

UNDERMOUNT SINK WITH OFFSET

DRAIN (ALLOW ROOM FOR

EQUIPMENT UNDER CABINET)

CLEAR WHEEL

CHAIR CLEARANCE

WHERE INDICATED PROVIDE

REMOVABLE 3/4" THICK PLAM OVER

MDF BOARD FASCIA PANEL.

CONTINUOUS, FULL LENGTH OF

VANITY - ADD REMOVABLE HARDWARE

M A

X

1/

2" 1"

1' -1

/4

2'-1" UNO

1'-7"

8"

1/

2"

3/4"

SOLID SURFACE COUNTERTOP W/ BACK AND SIDESPLASH

3/4" THICK PLAM APRON

WALL

BACKING

UNDERMOUNT SINK -SEE PLUMBING

DRAWINGS

FAUCET, SEE PLUMBING DRAWINGS.

SOLID SURFACE APRON

9" M

IN

CLEAR WHEEL

CHAIR CLEARANCE

6" MAX 3" 8" MIN

M

IN

PLYWOOD

S-1 COUNTERTOP WITH EASED EDGE

1'-9" OR 2'-1"

S-1 SOLID SURFACE BACKSPLASH

2' -1

0"

INSULATE

EXPOSED PIPES,

SEE PLUMBING

DRAWINGS.

3/4" PLAM SHELF

3/4" PLAM DOOR

3"

4"

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2'-1"UNO.

BASE AS SCHEDULED

PULL

PROVIDE EDGE BANDING

ON ALL EXPOSED EDGES

1/4" PLAM FACED BACK

WALL

BACKING

1/

2" 1'

-0

/2

1' -3

1"

1ST FLOOR

100'-0"

DOUBLE METAL BOX

HEADER @ HEADER

WOOD BLOCKING

3/8" LAMINATE SAFETY

GLASS

COUNTERTOP, S-1

METAL CHANNEL W/

NEOPRENE GASKET

PLYWOOD

METAL CHANNEL W/

NEOPRENE GASKET

1"

"X"

FILLER CUT TO FIT TO

MATCH CABINET FACE

GYPSUM BOARD

HANGER WIRE

CEILING AS SCHEDULED

5/8" GYP BD ON 3 5/8"

METAL STUDS AT 24" OC

6" S

E E

R C

P

SEE RCP FOR DIMENSION

PULL-OUT SHELF,

WHERE INDICATED.

REFER TO ELEVATION

ADJUSTABLE

SHELVES

3"

4"

BASE AS SCHEDULED

1"

SEALANT AT WALLS

SUPPORT FRAME AS

REQUIRED

U N

O

4"

1/ 2"

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H T

SIDE & BACK SPLASH AS

INDICATED ON INTERIOR

ELEVATIONS

2'-1" UNO.

1"

TYPE CNTP-S1: SOLID SURFACE WITH

BACKSPLASH

PLAM

TYPE CNTP-P2: PLAM WITH PVC EDGE

NO BACKSPLASH

SOLID SURFACE

SET BACKSPLASH IN SEALANT

ON COUNTER

CONTINUOUS 2" x 2" x

1/8" ALUMINUM

SUPPORT ANGLE &

BLOCKING AT OPEN

BASE CABINET.

FACE OF CABINET

3MM PVC EDGE

SEALANT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

BID DOCUMENTS

OF XXX

TECHNOLOGY:

IMEG

11044 RESERCH BLVD A-230

AUSTIN, TX 78759

309.786.5092

JAYSON STICKROD, PE

IRRIGATION:

EC DESIGN GROUP, LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

GEOTECHNICAL:

TERRACON

7770 WEST NEW YORK ST.

INDIANAPOLIS, IN 46214

317.746.7925

RICHARD D. OLSON, PE

COST ESTIMATING:

CPMI

1001 GRAND AVE, SUITE 201

WEST DES MOINES, IA 50265

515.244.1166

BRYAN BERTRANDERIK CHRISTIANSEN, ASIC

BUILDING 1001

C U s e rs \p c h o i\ D o c u m e n ts

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A d m in is tr a ti o n

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PIC ADMIN. BLDG - INTERIOR SECTION

DETAILS

MARION NATIONAL CEMETRY

NEW LAND EXPANSION

1700 E 38TH ST, MARION, IN 46953

817CM3023

OCTOBER 30, 2024 CZ CZ17101

1001-AE550

1" = 1'-0"

TALL CABINET SINGLE DOOR

1" = 1'-0"9

WALL CABINET WITH DOOR

1" = 1'-0"

BASE CABINET DRAWER & DOOR

1" = 1'-0"

BASE CABINET - PULL OUT TRASH

1" = 1'-0"

CABINET WITH SINK AND APRON

1" = 1'-0"

LAVATORY TOP DETAIL

1" = 1'-0"

BASE CABINET WITH DOOR & OPEN SHELF

3/4" = 1'-0"

PASS THROUGH WINDOW LOWER COUNTERTOP

1 1/2" = 1'-0"10

SECTION AT CASEWORK SOFFIT/FASCIA TYPES

1" = 1'-0"

BASE CABINET

Revisions: Date:

1" = 1'-0"11

COUNTERTOP TYPES

OF 266120120 OF 266120

NO SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

STRUCTURE

FLOOR

CEILING

BOTTOM

OF FLOOR

OR DECK

(D) SUBSCRIPT

EXTEND STUDS TO

DECK, EXTEND

GYPSUM BOARD TO

6" ABOVE HIGHEST

ADJACENT CEILING

6"

(C) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO 6"

ABOVE HIGHEST

ADJACENT

CEILING

6"

(U) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

CEILING

(X'-X") SUBSCRIPT

INDICATES

FINISHED

PARTITION HEIGHT

IN

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GENERAL NOTES:

1. FOR PARTITIONS WITH UNEQUAL LAYERS OF GYPSUM BOARD ON EACH SIDE, THE SIDE OF THE PARTITION

WITH THE TAG INDICATES WHERE THE EXTRA LAYER(S) OF GYPSUM BOARD ARE TO BE INSTALLED. REFER

TO PARTITION TYPES FOR MORE INFORMATION

2. DIMENSIONS TO METAL STUD PARTITIONS ARE MEASURED TO FINISH FACE UNLESS NOTED OTHERWISE

3. AT INFILL WITHIN OR EXTENSIONS ONTO EXISTING PARTITIONS, THE PARTITION TAG NOTED IS FOR INTENT

ONLY. FINISHED PARTITION FACES ARE TO ALIGN WITH ADJACENT EXISTING PARTITION FACES

4. SUBSCRIPTS MAY BE USED WITH ANY PARTITION TYPE

3'-0"UCD

XP3

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

6" METAL STUD FRAMING

3" SOUND ATTENUATING

INSULATION

3" SOUND ATTENUATING

INSULATION

(1 ) LAYER 5/8" GYPSUM

BOARD

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

STC 49 STC 49

4 7/8" 7 1/4"4 1/4"

B3 B6 B3b

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

UP TO 1HR FIRE RATING

UL DESIGN U419

STC 49

4 7/8"

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

STC 46

4 7/8"

A3 B6b

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

6" METAL STUD FRAMING

3" SOUND ATTENUATING

INSULATION

UP TO 1HR FIRE RATING

UL DESIGN U419

STC 49

7 1/4"

B3p

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

STC 54

5 5/8"

3/4" ACOUSTICAL PANEL

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

6", 16"GA STEEL STUD

FRAMING @16" OC.

6" SOUND ATTENUATING

INSULATION

STC 49

7 1/4"

B6s B6bs

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

6", 16"GA STEEL STUD

FRAMING @16" OC.

6" SOUND ATTENUATING

INSULATION

UP TO 1HR FIRE RATING

UL DESIGN U419

STC 49

7 1/4"