839CM3028_3030 Bid Dwg Culpeper Bk10.pdf

86'-0"

'-0

4'-0" 63' TRAVEL DISTANCE

31' TRAVEL DISTANCE

GI-102-VS

LIFE SAFETY PLAN

LIFE SAFETY PLAN - VEHICLE STORAGE

CJC

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Building Number

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Project Title

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Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Vehicle Storage

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

MFC

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M

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W

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A

LTH

G

Lic. No. 0401007113

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True North Plan North

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SOIL STORAGE

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VEHICLE STORAGE

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MAXIMUM TRAVEL DISTANCE = ±64'ALLOWED =4515'

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OCCUPANCY

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LIFE SAFETY PLAN

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AutoCAD SHX Text BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE (IBC) MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL AND ELECTRICAL CODE ELECTRICAL CODE: 2015 INTERNATIONAL MECHANICAL AND ELECTRICAL CODE FIRE/LIFE SAFETY CODE: NFPA 101

AutoCAD SHX Text " " DENOTES DIRECTION OF EGRESS AT EXIT DOORS, EXIT DOORS WITH KEY LOCKS MUST BE OPENABLE FROM THE SIDE WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.

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CHAPTER #3, USE AND OCCUPANCY CLASSIFICATION

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APPLICABLE CODES ARE AS FOLLOWS:

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TYPES OF CONSTRUCTION

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CHAPTER #10, MEANS OF EGRESS

AutoCAD SHX Text 1005.3.2

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OCCUPANT LOAD X 0.15 WITH SPRINKLER 158 X 0.15 = 23.7 158 X 0.15 = 23.7

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BUILDING EGRESS

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NUMBER OF BUILDING EXITS BASED ON MINIMUM DOOR WIDTH

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MIN. DOOR CLEAR WIDTH = 32"DOOR CLEAR WIDTH = 32"

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MIN. NUMBER OF BUILDING EXITS BASED ON OCCUPANT LOAD

AutoCAD SHX Text 1015.1

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MINIMUM 2 EXITS BY TABLE FOR LESS THAN 501 OCCUPANTS

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BUILDING OCCUPANT LOAD

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BUILDING OCCUPANT LOAD FACTOR MANUFACTURING (S2) 200 SF GROSS/OCCUPANT

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MINIMUM BUILDING EGRESS WIDTH

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MIN. TOTAL EGRESS WIDTH/32"=# OF EXITS

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SIZE OF DOORS

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EGRESS TRAVEL ALLOWABLE DISTANCE

AutoCAD SHX Text 1016.2

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23.7 / 32 = 1

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PROJECT DATA

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PROVIDED 2 EXITS

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OCCUPANTS

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II-B

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311, S-2, LOW HAZARD STORAGE

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CHAPTER #5, GENERAL BUILDING HEIGHT AND AREA

AutoCAD SHX Text 503 ALLOWABLE BLDG HEIGHT AND AREA ALLOWABLE BLDG HEIGHT AND AREA BY CONSTRUCTION TYPE

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506.3 AREA INCREASE /AUTOM. SPRINK. SYST.

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506.2 AREA INCREASE/ FRONTAGE

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507.3 HEIGHT INCREASE/AUTOM. SPRINK. SYST.HEIGHT INCREASE/AUTOM. SPRINK. SYST.

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55' FEET

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TOTAL ALLOWABLE

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3 STORY

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STORAGE (S-2): 100 FEET MAX. 64 FEET MAX. 64 FEET MAX. ± 64 FEET

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UNLIMITED

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UNLIMITED

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26,000 GSF

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PROJECT DATA

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28' FEET

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16'-0"

24'-8"

18'-0" 1'-

0" 4'-0"4'-0"16'-0"16'-0"4'-0" 4'-0" 4'-0"

61'-4"

23'-4"

'-0

OVERHEAD COILING DOOR

18' X 22'-8" H

8"

86'-0"

1'- 0"

8"8"

8"

OVERHEAD COILING DOOR

16' X 15'-0" H

OVERHEAD COILING DOOR

16' X 15'-0" H

OVERHEAD COILING DOOR

16' X 15'-0" H

BACKHOE

DUMPER

TOOLCAT EXCAVATOR

LOADER

ATTACHMENTS

0"

3'- 4"

3'- 4"

1'-8"

1'- 8"

'-4

'-4

1'- 8"

20'-4" 20'-0" 20'-4" 22'-0" 1'-8"

86'-0"

4'- 2"

'-6

4'- 2"

'-6

'-0

102 103 104 105

4'-0"

SEE STRUCTURAL

FOUNDATION PLAN FOR

FOOTING POSITIONS AND

DIMENSIONS

FLOOR PLAN -

VEHICLE STORAGE BUILDING

True North Plan North

KB, JP, BMT AE-101-VS

FLOOR PLAN

GENERAL NOTES

1. PLEASE NOTIFY ARCHITECT OF ANY

DISCREPANCIES BETWEEN SCOPE

DESCRIBED ON PLANS VERSUS

INFORMATION IN THE FIELD.

2. ALL FINISHES NOTED ON PLAN;

COORDINATE WITH SPECIFICATIONS.

3. WALL AND PARTITION TYPES SHALL BE

DESCRIBED ON PLANS AND SECTION.

4. INTERIOR DOOR FRAMES TO BE

LOCATED 4" FROM ADJACENT

INTERSECTION WALL FINISH, TYP.

5. ALL WALL AND FRAMING LOCATIONS

DIMENSIONED FACE OF STRUCTURE TO

FACE OF STRUCTURE.

6. INSTALL PEDESTRIAN BARRIER

AROUND CONSTRUCTION SITE.

7. NO HEAT TO BE PROVIDED TO THIS

BUILDING.

SEE CIVIL PLANS AND ELECTRICAL PLANS

FOR RELOCATED POWER AND

TELEPHONE CONDUITS THAT ORIGINALLY

WERE LOCATED UNDER THE NEW

BUILDING LOCATION

A. CAST IN PLACE CONCRETE WALL

B. CAST IN PLACE CONCRETE SLAB.

SEE STRUCTURAL

C. NOT USED

D. DASHED LINES INDICATE SPREAD

FOOTINGS BELOW. SEE

STRUCTURAL DRAWINGS.

E. STORM WATER LINES

CONNECTING DOWNSPOUTS TO

SITE STORM ON EAST SIDE IS

ABOVE GROUND TO CONNECT TO

UNDERGROUND DOWNSPOUT

DRAIN ON NORTH SIDE THEN TO

STORM MANHOLE. SEE A-1

SHEET AE-202-VS FOR

CONNECTIONS AND DRAWING

CU-104 FOR DETAILS.

F. INSTALL OVERHEAD DOOR

OPERATORS BOTH INSIDE AND

OUTSIDE OF EACH OVERHEAD

DOOR ON WALL 42" AFF

G. BOLLARDS - QUANTITY 16. SEE

DETAIL A2 SHEET AE301

H. 3'-0" x 7'-0" METAL DOOR WITH

METAL FRAME

I. TIE APRON SLAB INTO FLOOR

SLAB WITH #5 REBAR AT 24" ON

CENTER MAXIMUM SPACING.

J. PREFINISHED 4" DOWNSPOUTS

TAN IN COLOR.

K. INSTALL 5 LB. ABC FIRE

EXTINGUISHER.

KEY NOTES

HARDWARE SCHEDULE

1. ITEMS OF HARDWARE NOT DEFINITELY SPECIFIED HEREIN BUT NECESSARY FOR COMPLETION

OF THE WORK SHALL BE PROVIDED. SUCH ITEMS SHALL BE OF TYPE AND QUALITY SUITABLE

TO THE SERVICE REQUIRED AND COMPARABLE TO THE ADJACENT HARDWARE. WHERE SIZE

AND SHAPE OF MEMBERS IS SUCH AS TO PREVENT THE USE OF TYPES SPECIFIED,

HARDWARE SHALL BE FURNISHED OF SUITABLE TYPES HAVING AS NEARLY AS PRACTICABLE

THE SAME OPERATION AND QUALITY AS THE TYPE SPECIFIED. SIZES SHALL BE ADEQUATE

FOR THE SERVICE REQUIRED.

2. INCLUDE SUCH NUANCES AS STRIKE LIP LENGTH, RAISED BARREL HINGES, MOUNTING

BRACKETS BLADE STOP SPACERS, SPECIAL TEMPLATES, FASTENERS, SHIMS, AND

COORDINATION BETWEEN CONFLICTING PRODUCTS. ALL DOORS SHALL BE PROVIDED WITH A

STOP.

SET # 01

OPENINGS : EXTERIOR MAN DOORS TO VEHICLE STORAGE BUILDING

3 ea HINGES BB1191 4 12" X 4 12" NRP 630 HAGER 1 ea STOREROOM LOCK 3480 AUG 626 HAGER 1 ea CLOSER W/STOP ARM 5100 PAR HDS 689 HAGER 1 ea THRESHOLD 412S MIL HAGER 1 set GASKETING 726S BLK HAGER 1 ea SWEEP 750SN CLR HAGER

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Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Vehicle Storage

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

MFC

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M

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N

W

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A

LTH

G

Lic. No. 0401007113

CONLY

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SOIL STORAGE

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VEHICLE STORAGE

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FLOOR PLAN

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AE201

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AE202

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AE202

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AE201

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AE301

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AE301

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K

2'-0" 22'-4" 20'-0" 20'-4" 22'-0" 2'-0"

2'- 0"

'-4

'-4

2'- 0"

'-8

86'-8"

SL

OP

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SL

OP

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ROOF PLAN -

VEHICLE STORAGE BUILDING

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Vehicle Storage

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

MFC

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M

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W

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A

LTH

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Lic. No. 0401007113

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BMT AE-102-VS

ROOF PLAN

GENERAL NOTES

1. PLEASE NOTIFY ARCHITECT OF

ANY DISCREPANCIES BETWEEN

SCOPE DESCRIBED ON PLANS

VERSUS INFORMATION IN THE

FIELD.

2. ALL FINISHES NOTED ON PLAN.

3. PRE-ENGINEERED BUILDING USING

NUCOR AS BASIS OF DESIGN

A. PRE-FINISHED ALUMINUM

GUTTERS. TAN IN COLOR TO

MATCH DESERT SAND ROOF.

B. STANDING SEAM METAL

ROOFING PROVIDED BY

PRE-ENGINEERED BUILDING

SUPPLIER

C. USE METAL BUILDING

MANUFACTURING COLORS: ROOF

COLOR DESERT SAND. NUCOR

AS BASIS OF DESIGN.

D. PRE-FINISHED 4" DOWNSPOUTS

TAN IN COLOR TO MATCH DESER

SAND ROOF. SEE ELEVATIONS.

KEY NOTES

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AE301

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AE301

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ROOF PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

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NORTH

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NORTH

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PLAN

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TRUE

North

'-8

3'- 0"

COILING OVERHEAD DOORS-

RAYNOR-DURACOIL AS BASIS OF DESIGN

COLOR: TERRA COTTA PER

METAL BLDG. MANUFACTURER.

NUCOR AS BASIS OF DESIGN.

SOFT WHITE POLYCARBONATE DAYLIGHTING PANELS

CPI DAYLIGHTING; AS BASIS OF DESIGN .

'-0

LATERAL STRUCTURAL FRAMING

448'-6"

FINISH FLOOR

VARIES - SEE CIVIL

FOUNDATION PLAN

476'-6"

TOP OF ROOF

456'-6"

TOP OF CONCRETE WALL

SOUTH BAY

16'-0" 4'-0" 16'-0" 4'-0" 16'-0" 4'-0" 18'-0" 4'-0"

86'-0"

4'-0"

RUBBED CONCRETE WALL

GRAY TINTED POLYCARBONATE

DAYLIGHT PANELS

COLOR: BUFF OR TAN

(APPROVED BY VA-NCA)

(TYP.)

451'-6"

TOP OF CONCRETE WALL

(3) NORTH BAYS

16 PROTECTIVE BOLLARDS. SEE

DETAIL A2 SHEET AE-301-VS

EXISTING FENCE LINE. SEE

LANDSCAPING FOR PROPERTY

LINE AND BUILDING SETBACK.

RUBBED CONCRETE FINISH

12" RETAINING WALL

8" CONCRETE WALL

COLOR: TERRA COTTA (PER

MTL. BLDG. MANUFACTURER -

NUCOR IS BASIS OF DESIGN)

PROTECTIVE

BOLLARD

8" CONCRETE SLAB

10'-0"

PREFINISHED GUTTERS, 4"

DOWNSPOUTS AND TRIM.

TAN IN COLOR TO MATCH DESERT

SAND ROOF.

CONCRETE APRON

474'-0"

TOP OF ROOF

476'-6"

TOP OF ROOF

448'-6"

FINISH FLOOR

451'-6"

TOP OF CONCRETE WALL

CONNECT TO STORM DRAIN F-3

INVERT 445.09

440'-6"

FINISH FLOOR

10'-0" OFFSET

447'-0"

GRADE AT BUILDING

442'-6"

GRADE AT FENCE

446.27'

TOP OF DRAIN PIPE

DOOR COLOR: NUCOR DESERT SAND.

CONTROL JOINT 6" DRAIN PIPE

DOWNSPOUT DRAIN BOOT

JP & BMT AE-201-VS

ELEVATIONS -

VEHICLE STORAGE BUILDING

ELEVATIONS

SEE STRUCTURAL

DRAWINGS FOR EXACT

FOUNDATION DETAILS

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Vehicle Storage

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

MFC

C

O

M

M

O

N

W

E

A

LTH

G

Lic. No. 0401007113

CONLY

A

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H I T

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A I

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NORTH ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

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AutoCAD SHX Text 6'

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WEST ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

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AE301

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AE301

TERRA COTTA COLOR: PER MTL.

BLDG. MANUFACTURER. NUCOR AS

BASIS OF DESIGN.

SOFT WHITE POLYCARBONATE DAYLIGHTING PANELS

CPI IS BASIS OF DESIGN.

LATERAL STRUCTURAL FRAMING

448'-6"

FINISH FLOOR

SEE STRUCTURAL

FOR EXACT DIMENSIONS

474'-0"

TOP OF ROOF

451'-6"

TOP OF CONCRETE WALL

CONTROL JOINT

16'-0"4'-0"16'-0"4'-0"16'-0"4'-0" 4'-0"

2'- 6"

'-8

DOWNSPOUTS TO DRAIN UNDERGROUND.

SEE CIVIL DRAINAGE PLANS

GRAY TINTED POLYCARBONATE

DAYLIGHT PANELS

PREFINISHED GUTTERS, 4"

DOWNSPOUTS AND TRIM.

TAN IN COLOR TO MATCH NUCOR

DESERT TAN

CONTROL JOINTCONTROL JOINT

4" DOWNSPOUTS

447'-0"

FINISH GRADE

CLEANOUT WHERE DOWNSPOUT

CONNECTS TO DRAIN (TYP.)

448'-6"

FINISH FLOOR

8" CONCRETE SLAB

445.77'

INVERT TO 6" CMP

449.46'

TOP OF DRAIN PIPE

456'-6"

TOP OF CONCRETE WALL CLEANOUT WHERE DOWNSPOUT

CONNECTS TO DRAIN (TYP.)

TOP OF PIPE 448'-0 '

3 4"

1'- 0"

SUPPORT DRAIN AGAINST

CONCRETE WALL

WITH METAL BRACKETS

AT 48" ON CENTER

6" DRAIN

4"

TYP.

476'-6"

TOP OF ROOF

DOWNSPOUT DRAIN BOOT

DOWNSPOUT OFFSET

DRAIN PIPE

EXISTING FENCE LINE. SEE

LANDSCAPING FOR PROPERTY

LINE AND BUILDING SETBACK.

RUBBED CONCRETE FINISH

12" RETAINING WALL BELOW TOP

OF SLAB.

8" CONCRETE WALL ABOVE SLAB

METAL SIDING COLOR: TERRA COTTA (PER

METAL BLDG. MANUFACTURER)

PROTECTIVE

BOLLARD

8" CONCRETE SLAB

10'-0"

STANDING SEAM MTL ROOF

COLOR: DESERT SAND (PER MTL. BLDG.

MANUFACTURER - NUCOR IS BASIS OF DESIGN)

CONCRETE APRON

10'-0" OFFSET

476'-6"

TOP OF ROOF

448'-6"

FINISH FLOOR

VARIES - SEE CIVIL

GRADING PLAN

456'-6"

TOP OF CONCRETE WALL

SOUTH BAY

442'-6"

GRADE AT FENCE

PREFINISHED GUTTERS, 4"

DOWNSPOUTS AND TRIM.

TAN IN COLOR TO MATCH NUCOR

DESERT SAND.

447'-0"

GRADE AT BUILDING

CONTROL JOINT

DOWNSPOUT DRAIN BOOT

CLEANOUT WHERE DOWNSPOUT

CONNECTS TO DRAIN (TYP.)

FINISH GRADE

PREFINISHED 4" DIA. DOWNSPOUT

DRAIN FROM REMAINING DOWNSPOUTS

PIPE ELBOW TO STORM SEWER

DRAIN FROM

REMAINING DOWNSPOUTS

GRADE LINE

DOWNSPOUT DRAIN BOOT

PRE-FINISHED 4"

DIA. DOWNSPOUT

PIPE ELBOW

CLEANOUT WHERE DOWNSPOUT

CONNECTS TO DRAIN (TYP.)

BMT & CJC AE-202-VS

ELEVATIONS -

VEHICLE STORAGE BUILDING

ELEVATIONS

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Vehicle Storage

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

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SEE STRUCTURAL

DRAWINGS FOR EXACT

FOUNDATION DETAILS

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

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AutoCAD SHX Text 4'

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SOUTH ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A2

AutoCAD SHX Text 6'

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AutoCAD SHX Text 4'

AutoCAD SHX Text A2

AutoCAD SHX Text

AE301

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AutoCAD SHX Text

AE301

AutoCAD SHX Text A1

AutoCAD SHX Text

AE301

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DRAIN BOOT AND CLEANOUT DETAIL

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text A3

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1'

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AutoCAD SHX Text A3

AutoCAD SHX Text

AE202

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DRAIN BOOT AND CLEANOUT ISOMETRIC DETAIL

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1'

RUBBED CONCRETE FINISH

12" RETAINING WALL

8" CONCRETE WALL

26 GA. GALV. METAL WALL PANEL BY

METAL BUILDING MANUFACTURER.

NUCOR BUILDING SYSTEMS TERRA

COTTA AS BASIS OF DESIGN.

PROTECTIVE BOLLARD

8" CONCRETE SLAB

CONCRETE APRON

COILING OVERHEAD HIGH LIFT

DOOR AT SOIL STORAGE BAY.

RAYNOR-DURACOIL IS THE BASIS

OF DESIGN. TAN IN COLOR.

TIE REBAR BETWEEN

COLUMNS- SEE

STRUCTURAL DRAWINGS

1'- 4"

8"

1'-0"

PRE-ENGINEERED METAL

BUILDING RIGID FRAME

(NUCOR AS BASIS OF DESIGN)

EAVE CLOSURE FLASHING

BEARING PLATE

COMPLETELY EXCAVATE POOR

SOIL BELOW VEHICLE STORAGE

BUILDING. FILL WITH COMPACTED

ENGINEERED FILL. SEE FOUNDATION

PLANS

PIER BEYOND

30'-0"

474'-0"

TOP OF ROOF

476'-6"

ROOF PEAK

471'-2"

OPENING HEIGHT

456'-6"

TOP OF CONCRETE WALL

448'-6"

FINISH FLOOR

SEE STRUCTURAL FOUNDATION PLANS

FOR FOOTING DIMENSIONS, REINFORCING,

AND RETAINING WALL INFORMATION

TIE SLAB INTO EXTERIOR WALL

SEE STRUCTURAL PLANS FOR

REINFORCING

6 MIL VAPOR BARRIER

TIE SLAB TO CONCRETE FOUNDATION

AND APRON

SEE STRUCTURAL

FOUNDATION PLANS FOR

ALL CONCRETE DIMENSION

AND REINFORCING

EMERGENCY HOIST CHAIN

PREFINISHED GUTTERS AND 4"

DOWNSPOUTS. COLOR TO MATCH

NUCOR DESERT SAND.

STANDING SEAM METAL ROOF

DESERT TAN IN COLOR.

NUCOR BUILDING SYSTEMS

AS BASIS OF DESIGN.

FINISH CONCRETE INTO ROUGH

DOME SHAPE TO SHED WATER

6" DIA. GALV. STEEL

TUBE BOLLARD WITH PAINTED

FINISH AND FILLED WITH

4,000 PSI CONCRETE

SEALANT WITH BACKER

ROD OVER 12" PRE-MOLDED

JOINT FILLER

EXISTING PAVEMENT -

REMOVE AS REQUIRED

AND REPLACE IN KIND

1" PRE-MOLDED

JOINT FILLER (TYP)

18" DIA. REINFORCED

CONCRETE FOUNDATION -

SQUARE FOUNDATION MAY

BE PROVIDED AT

CONTRACTOR'S OPTION

(2) #6 REINFORCING

BARS IN CROSS PATTERN.

SLEEVE THROUGH PIPE

AND TACK WELD IN PLACE

6"X6"X3

8" GALV. STEEL

TUBE WITH PAINTED FINISH

AND FILLED WITH 4,000

PSI CONCRETE

SEALANT WITH BACKER

ROD OVER 12" PRE-MOLDED

JOINT FILLER

(2) #6 REINFORCING

BARS IN CROSS PATTERN.

SLEEVE THROUGH PIPE

AND TACK WELD IN PLACE

18" DIA. REINFORCED

CONCRETE FOUNDATION -

SQUARE FOUNDATION

MAY BE PROVIDED AT

CONTRACTOR'S OPTION

DA FADB FB

DOORS DOOR FRAMES

448'-6"

FINISH FLOOR

COILING OVERHEAD DOOR,

TAN IN COLOR WITH

RAYNOR-DURACOIL AS THE

BASIS OF DESIGN

AE-301-VS

SECTIONS & SCHEDULES

BHT & CJC

SECTIONS AND SCHEDULES

VEHICLE STORAGE BUILDING

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Vehicle Storage

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

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AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

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SECTION

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PLAN

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COLOR: TO MATCH RAYNOR DOOR TAN

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BUILDING SECTION

AutoCAD SHX Text A1

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GUARD POST DETAIL

AutoCAD SHX Text 3/4" = 1'-0"

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text A2

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

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AutoCAD SHX Text 4'

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FRAME DATA

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REMARKS

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NO.

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LABEL

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FIRE

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RATING/

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HARDWARE

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ELEV

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FRAME MATERIAL

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DOOR DATA

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ELEV

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GLASS

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TYPE

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DOOR MATERIAL

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HIGH

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WIDE

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PR.

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MARK

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DOOR

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DOOR SIZE

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DOOR SCHEDULE

AutoCAD SHX Text GENERAL NOTES: 1. PAINT ALL HM DOORS TO MATCH RAYNOR-DURACOIL TAN. PAINT ALL HM DOORS TO MATCH RAYNOR-DURACOIL TAN. 2. PAINT ALL HM FRAMES TO MATCH RAYNOR-DURACOIL TAN. PAINT ALL HM FRAMES TO MATCH RAYNOR-DURACOIL TAN. 3. ALL DIMENSIONS FOR ALUMINUM FRAMES ARE NOMINAL AND FOR ALL DIMENSIONS FOR ALUMINUM FRAMES ARE NOMINAL AND FOR BIDDING PURPOSES ONLY. 4. GENERAL CONTRACTOR TO COORDINATE FRAMES, DOORS, OPENINGS GENERAL CONTRACTOR TO COORDINATE FRAMES, DOORS, OPENINGS AND HARDWARE. 5. SECTIONAL DOOR SUPPLIER TO PROVIDE BOLT LOCKING HARDWARESECTIONAL DOOR SUPPLIER TO PROVIDE BOLT LOCKING HARDWARE

AutoCAD SHX Text HARDWARE NOTES: : 1. MAKE APPLICABLE DOOR HARDWARE HANDICAP ACCESSIBLE AND BARRIER- MAKE APPLICABLE DOOR HARDWARE HANDICAP ACCESSIBLE AND BARRIER- FREE. COMPLY FULLY WITH DISABILITY ACT AND STATE ACCESSIBILITY CODE. 2. PROVIDE CYLINDRICAL TYPE LOCKSETS. PROVIDE CYLINDRICAL TYPE LOCKSETS. 3. ALL HARDWARE TO BE LEVER TYPE. ALL HARDWARE TO BE LEVER TYPE. 4. SEE SPECIFICATIONS SECTION 08 71 00 DOOR HARDWARE FOR HARDWARE SETS. 08 71 00 DOOR HARDWARE FOR HARDWARE SETS. FOR HARDWARE SETS.

AutoCAD SHX Text

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 15'-0"

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SECTIONAL OH DOOR

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DB

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BY MANUFACTURER

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FB

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AutoCAD SHX Text DOOR AND FRAME NOTES: : 1. SEE SPECIFICATIONS SECTION 08 11 13 DOORS AND FRAMES. SEE SPECIFICATIONS SECTION 08 11 13 DOORS AND FRAMES. 08 11 13 DOORS AND FRAMES. DOORS AND FRAMES.

AutoCAD SHX Text

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-0"

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HOLLOW METAL

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DA

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HOLLOW METAL

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FA

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AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 15'-0"

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SECTIONAL OH DOOR

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DB

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BY MANUFACTURER

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FB

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AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 15'-0"

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SECTIONAL OH DOOR

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DB

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BY MANUFACTURER

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FB

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AutoCAD SHX Text 18'-0"

AutoCAD SHX Text 22'-8"

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SECTIONAL OH DOOR

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DB

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BY MANUFACTURER

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FB

AutoCAD SHX Text

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AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 7'-0"

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HOLLOW METAL

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DA

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HOLLOW METAL

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FA

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SET #1 OPENINGS: EXTERIOR MAN DOORS TO VEHICLE STORAGE BUILDING 3 EACH HINGES BB1191 4 1/2" X 4 1/2" NRP 630 HAGER 1 EACH STOREROOM LOCK 3480 AUG 626 HAGER 1 EACH CLOSER W/STOP ARM 5100 PAR HDS 689 HAGER 1 EACH THRESHOLD 412S MIL HAGER 1 SET GASKETING 726S BLK HAGER 1 EACH SWEEP 750SN CLR HAGER

GI-101-SS

ARCHITECTURAL

ABBREVIATIONS & SYMBOLS

ARCHITECTURAL ABBREVIATIONS

AND SYMBOLS - STORAGE SHED

ARCHITECTURAL SYMBOLS

BUILDING LEGEND

@ AT

A/C AIR CONDITIONING

ABAAS ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY GUIDELINES

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT-SEE A.B.A.A.S.

ADJ ADJACENT, ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AIA AMERICAN INSTITUTE OF

ARCHITECTS

ALT ALTERNATIVE

ALUM ALUMINUM

APP'D APPROVED

ARCH ARCHITECTURAL

AUTO AUTOMATIC

AVG AVERAGE

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOTT BOTTOM

CAB CABINET

CHK'D CHECKED

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CPT, CRPT CARPET

CTR CENTER

CW COLD WATER

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA, Ø DIAMETER

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATOR, ELEVATION

EOB END OF BUSINESS

EPDM ETHYLENE PROPYLENE DIENE

MONOMER (ROOF MEMBRANE)

EQ = EQUAL

EQPM EQUIPMENT

EX, EXST EXISTING

FAX FACSIMILE

FD FLOOR DRAIN

FDN, FDTN FOUNDATION

FE FIRE EXTINGUISHER

FIN FINISH

FLR FLOOR

FT (') F00T OR FEET

FTG FOOTING

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL

GMU GLAZED MASONRY UNIT

GYP GYPSUM

HB HOSE BIBB

HDW HARDWARE

HT, HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

HVAC HEATING VENTILATION AND AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IN (") INCH OR INCHES

INSUL INSULATION

INT INTERIOR

JAN JANITOR

KO KNOCK OUT

LAV LAVATORY

LCD LIQUID CRYSTAL DISPLAY

LB POUND

LH LEFT HAND

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MH MAN HOLE

MIN MINIMUM

MISC MISCELLANEOUS

MRR MEN'S RESTROOM

MULT MULTIPLE

N/A NOT APPLICABLE

NCA VA NATIONAL CEMETERY

ADMINISTRATION

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OPNG OPENING

PEMB PRE-ENGINEERED METAL

BUILDING

P LAM PLASTIC LAMINATE

PLUM PLUMBING

PR PAIR

PRG POLYMER RUBBER GEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTR PRINTER

PROC PROCESSING

QTY QUANTITY

R RADIUS

RD ROOF DRAIN

REC RECEPTION

REQ, REQD REQUIRED

REV REVISE, REVISION

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RR RESTROOM

SECT SECTION

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRG, STOR STORAGE

T TEMPERED

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEL TELEPHONE

TELCOM TELECOMMUNICATIONS

TEMP TEMPORARY

THK THICK, THICKNESS

THRU THROUGH

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

VA VETERANS ADMINISTRATION

VCT VINYL COMPOSITE TILE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN, WDW WINDOW

WT WEIGHT

WRR WOMEN'S RESTROOM

GENERAL ABBREVIATIONS:

NOTE

X

XXX

ROOM NAME

XXX

XXX

0'-0"

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Project Title

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Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Storage Shed

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

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CJCMFC

STORAGE SHED - DRAWING INDEX

GI-102-SS ABBREVIATIONS, SYMBOLS AND INDEX

AE-101-SS PLANS

AE-201-SS ELEVATIONS

AE-301-SS SECTIONS

AE-501-SS DETAILS

AE-901-SS RENDERINGS AND PHOTOS

PHOTO OF EXISTING EXISTING SHED

AutoCAD SHX Text

ELEVATION INDICATOR

AutoCAD SHX Text

BREAK, ROUND (USER DEFINES SIZE)

AutoCAD SHX Text

BREAK, STRAIGHT (SEE SECTION INDICATORS, BUILDING, WITH BREAK STANDARDS)

AutoCAD SHX Text

DETAIL INDICATOR

AutoCAD SHX Text

DIMENSION LINE

AutoCAD SHX Text

DOOR OPENING

AutoCAD SHX Text

DRAWING BLOCK TITLE, TYPICAL

AutoCAD SHX Text

ELEVATION INDICATOR, INTERIOR, MULTIPLE VIEW

AutoCAD SHX Text

ELEVATION INDICATOR, INTERIOR, SINGLE VIEW

AutoCAD SHX Text

CENTER LINE

AutoCAD SHX Text

DRAWING BLOCK TITLE

AutoCAD SHX Text 1 1/2" = 1'-0"

AutoCAD SHX Text 1 1/2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text A2

AutoCAD SHX Text A-202

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text A-202

AutoCAD SHX Text A2

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text C

AutoCAD SHX Text L

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ROOM NAME AND NUMBER

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KEYNOTE

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NORTH ARROW

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NORTH

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EXISTING CONSTRUCTION TO REMAIN

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EXISTING CONSTRUCTION TO BE REMOVED

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NEW CONSTRUCTION

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CONCRETE

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EARTH

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RUBBLE STONE

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SLATE SHINGLES

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EQUAL DIMENSIONS ON BOTH SIDES

AutoCAD SHX Text

CRUSHED STONE

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

DOOR TAG

AutoCAD SHX Text

WINDOW TAG

DRAWING SCALE

BRICK STORAGE SHED

EXISTING GARAGE

HISTORIC LODGE BUILDING

EXISTING TREES

EXISTING GRAVESTONES

HISTORIC RETAINING WALL

'-1

0"

5'-4"

REMOVE BRICKS AT DOOR. REGRADE

AROUND ENTIRE BUILDING TO DRAIN

AWAY FROM BUILDING. REPLACE

BRICKS AND RE-SOD. BRICKS

SHOULD BE NO MORE THAN 6"

BELOW FLOOR LINE.

REPAIR LOCATIONS IN WHICH THE

STRUCTURAL SLAB HAS BROKEN

AWAY USING CONCRETE WHICH

MATCHES EXISTING HISTORIC

CONCRETE IN COLOR, STRENGTH, AND

COMPOSITION. (TYP.)

REMOVE EXISTING SHELVING IN

ORDER TO REPOINT INTERIOR

INSTANCES OF FAILING MORTAR

JOINTS AND REINSTALL.

8'

- 6

2'

- 8

2'

- 8

3'

- 2

8' - 6"

AE301

A4

AE201

AE201

AE201

AE201

AE301

AE301

AE301

A2 A4

A2 A1

A3

A3

A1

JOISTS OVERHEAD

REMOVE LOOSE MORTAR ON

INTERIOR AND REPOINT

WHERE NEEDED. USE MORTAR

TO MATCH EXISTING HISTORIC

MORTAR IN COLOR, STRENGTH,

AND COMPOSITION.

TOP THREE BRICKS CORBELLED

SLATE ROOF

AE301AE301

AE301

AE301

A3

A1

A2 A4

WALL BELOW

REMOVE EXISTING SLATE

ROOF. REPAIR DAMAGED

EXISTING WOOD ROOF DECK.

INSTALL NEW ICE AND WATER

SHIELD OVER WOOD DECK.

INSTALL NEW SLATE PER

SPECIFICATION. FINISH TRIM

AND REINSTALL METAL TOP

CAP.

REMOVE COPPER TOP CAP,

CLEAN, RESET INTO PLACE,

AND CONTINUOUSLY SEAL

AFTER ROOF REPLACEMENT

CONCLUDES.

LOCATION OF EXTENSVE

DAMAGED SLATE

AE301AE301

AE301

AE301

A1

A3

A2 A4

EXISTING

CONSTRUCTION TO

REMAIN

EXISTING

CONSTRUCTION TO BE

REMOVED

NEW

CONSTRUCTION

CONCRETE

BRICK SECTION

SYNTHETIC

SLATE SHINGLES

MATERIALS LEGEND

AE-101-SS

PLANS-BRICK STORAGE SHED

DETAIL NOTE: REFER TO

LANDSCAPING FOR

SITEWORK, VEGETATION,

GRAVESIGHT

LOCATIONS, AND

PROTECTION.

BRICK STORAGE SHED

PLAN

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Storage Shed

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

C

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M

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N

W

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A

LTH

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Lic. No. 0401007113

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AutoCAD SHX Text

ARCHITECTURAL SITE PLAN

AutoCAD SHX Text 1"=10'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

FIRST FLOOR PLAN

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text

STRUCTURAL ROOF PLAN

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A2

AutoCAD SHX Text

ROOF PLAN

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A3

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TRUE

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text

2'

8"

1'-0"

6'- 2"

AE301AE301

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

0'-0"

FORM AND RE-POUR NEW CONCRETE SILL. TO BE

COMPATIBLE WITH EXISTING HISTORIC SLAB IN COLOR,

STRENGTH, AND COMPOSITION.

FILL HOLE, SAND EVEN, REPAINT

REMOVE AND REPLACE LOCK CLASP

BLACK PAINT IS LEAD BASED SCRAPE AND PREP DOOR

AND FRAME FOLLOWING NCA ABATEMENT GUIDELINES,

INSIDE AND OUTSIDE. PAINT USING SW 0050 CLASSIC LIGHT

BUFF, SEMI-GLOSS

REMOVE LOOSE MORTAR AND REPOINT WHERE NEEDED,

USE MORTAR COMPATIBLE WITH EXISTING HISTORIC

MORTAR IN COLOR, STRENGTH, AND COMPOSITION

REMOVE COPPER TOP CAP, CLEAN, RESET IN PLACE, AND

CONTINUOUSLY SEAL

REPAIR CONCRETE SLAB WHERE DAMAGED SEE PHOTO

REFERENCE ON AE-501-SS

REPLACE EXISTING SLATE ROOF, UNDERLAYMENT, AND

SUBSTRATE. SEE DETAIL A1 SHEET AE-501-SS.

WOOD SOFFIT AND TRIM TO BE SCRAPED, PREPPED, AND

REPAINTED WHERE POSSIBLE, REPLACE WHERE ROTTED

AND UNSALVAGEABLE. SEE DETAIL A1 SHEET AE-501-SS FOR

EXISTING CONDITION INFORMATION.

EXISTING BRICK ON ALL SIDES LAID IN FLEMISH BOND

PATTERN

EXISTING TURNDOWN FOUNDATION TO REMAIN

LOCATION OF EXISTING GRADE

A3 A1

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

CLEAN, PAINT (BLACK EPOXY), AND

REINSTALL VENTS. (TYP.)

EXISTING TURNDOWN FOUNDATION TO

REMAIN.

LOCATION OF EXISITNG GRADE.

AE301AE301

A1 A3

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

CLEAN, PAINT (BLACK EPOXY), AND

REINSTALL VENTS. (TYP.)

EXISTING TURNDOWN FOUNDATION TO

REMAIN.

LOCATION OF EXISITNG GRADE.

FOUNDATION BELOW GRADE

AE301AE301

AE501

A2 A4

A1

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

REMOVE MISCELLANEOUS MATERIALS

FROM BUILDING PERIMETER

SEE PHOTO REFERENCE ON AE-501-SS. (TYP.)

CLEAN, PAINT (BLACK EPOXY), AND

REINSTALL VENTS. (TYP.)

EXISTING TURNDOWN FOUNDATION TO

REMAIN.

LOCATION OF EXISITNG GRADE.

FOUNDATION BELOW GRADE

AE301AE301

A4 A2

REMOVE BRACKET AND PATCH HOLES

WITH GROUT TO MATCH COLOR OF

EXISTING BRICK

REMOVE BRICKS AT DOOR. REGRADE

AROUND ENTIRE BUILDING,

REPLACE BRICKS AND RE-SOD. BRICKS

SHOULD BE NO MORE THAN 6" BELOW

FLOOR LINE.

AE-201-SS

ELEVATIONS-BRICK STORAGE

SHED

BRICK STORAGE SHED

ELEVATIONS

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Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Storage Shed

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

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SHED ELEVATION NORTH

AutoCAD SHX Text 1"=10'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

SHED ELEVATION EAST

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

SHED ELEVATION WEST

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A2

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

SHED ELEVATION SOUTH

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A3

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

4'

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

AE301

REMOVE BRICKS AT DOOR

ENTRY. REGRADE AROUND

ENTIRE BUILDING TO DRAIN

AWAY FROM BUILDING. REPLACE

BRICKS AND RESOD. BRICKS

SHOULD BE NO MORE THAN 6"

BELOW FLOOR LINE

CLEAN, PAINT (BLACK EPOXY),

AND REINSTALL VENTS (TYP.)

EXISTING TURNDOWN CONCRETE

FOUNDATION TO REMAIN

HISTORIC CORBELED BRICK

AE301

AE501

REMOVE LOOSE MORTAR ON

INTERIOR AND REPOINT WHERE

NEEDED. USE MORTAR TO MATCH

EXISTING HISTORIC MORTAR IN

COLOR, STRENGTH, AND

COMPOSITION

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

AE301

AE301

EXISTING TURNDOWN CONCRETE

FOUNDATION TO REMAIN

CLEAN, PAINT (BLACK EPOXY), AND

REINSTALL VENTS. (TYP.)

HISTORIC CORBELED BRICK

REMOVE LOOSE MORTAR ON

INTERIOR AND REPOINT WHERE

NEEDED. USE MORTAR TO MATCH

EXISTING HISTORIC MORTAR IN

COLOR, STRENGTH, AND

COMPOSITION

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

AE301

AE301

EXISTING TURNDOWN CONCRETE

FOUNDATION TO REMAIN

CLEAN, PAINT (BLACK EPOXY), AND

REINSTALL VENTS. (TYP.)

HISTORIC CORBELED BRICK

REMOVE LOOSE MORTAR ON

INTERIOR AND REPOINT WHERE

NEEDED. USE MORTAR TO MATCH

EXISTING HISTORIC MORTAR IN

COLOR, STRENGTH, AND

COMPOSITION

FIRST FLOOR PLAN

289' - 6"

STRUCTURAL ROOF PLAN

296' - 11 5/8"

AE301

AE301

EXISTING TURNDOWN CONCRETE

FOUNDATION TO REMAIN

HISTORIC CORBELED BRICK

EXISTING JOISTS

TO REMAIN

AE-301-SS

SECTIONS-BRICK STORAGE SHED

BRICK STORAGE SHED

SECTIONS

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Storage Shed

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

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AutoCAD SHX Text

SHED SECTION 4

AutoCAD SHX Text 1"=10'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

SHED SECTION 1

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

SHED SECTION 2

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A2

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

SHED SECTION 3

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A3

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

4'

STRUCTURAL ROOF PLAN

296' - 11 5/8"

CLEAN, PAINT (BLACK EPOXY),

AND REINSTALL VENTS. (TYP.)

CORBELED BRICK

EXISTING 2X4

EXISTING 2X6 ROOFING SUBSTRATE

REPAIR DAMAGED AREAS AS NEEDED

EXISTING STRUCTURAL FRAMING

JOIST

RESTORE OR REPLACE HISTORIC TRIM

TO MATCH IN DIMENSION, SHAPE AND

PROFILE. REPAINT USING SW 0050

CLASSIC LIGHT BUFF, SEMI-GLOSS

EXISTING 2X6

FLEMISH BRICK PATTERN

INSTALL ICE AND WATER SHIELD

REPLACE ROOF WITH SLATE TO MATCH

EXISTING PER SPECIFICATIONS

AE-501-SS

DETAILS-BRICK STORAGE SHED

3" = 1'-0"

A1

ROOF AND TRIM DETAIL

0' 6"3" 9"

BRICK STORAGE SHED

DETAILS

VIEW FROM SOUTHEAST

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Storage Shed

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

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SLATE SHINGLE DIAMOND PATTERN

ALL ITEMS THAT REQUIRE ACCESS, SUCH AS FOR OPERATING, CLEANING, SERVICING,

MAINTENANCE, AND CALIBRATION, SHALL BE EASILY AND SAFELY ACCESSIBLE BY

PERSONS STANDING AT FLOOR LEVEL, OR STANDING ON PERMANENT PLATFORMS,

WITHOUT THE USE OF PORTABLE LADDERS. EXAMPLES OF THESE ITEMS INCLUDE,

BUT ARE NOT LIMITED TO: ALL TYPES OF VALVES, FILTERS AND STRAINERS,

TRANSMITTERS, AND CONTROL DEVICES. PRIOR TO COMMENCING INSTALLATION

WORK, REFER CONFLICTS BETWEEN THIS REQUIREMENT AND CONTRACT

DOCUMENTS TO COR FOR RESOLUTIONS.

UNION

NOT TO SCALE

TYPICAL SUMP PUMP DETAIL

PL-001

A

WASTE MAIN

CHECK VALVE

WALL

INFORMATION CONCERNING THE LOCATION(S) AND SIZES OF EXISTING MECHANICAL

EQUIPMENT, ELECTRICAL EQUIPMENT, PIPING, PLUMBING AND DUCTWORK WAS OBTAINED

FROM ORIGINAL DESIGN DRAWINGS AND/OR CURSORY FIELD OBSERVATION, HOWEVER,

ACTUAL "ASBUILT" DRAWINGS WERE NOT AVAILABLE, CERTAIN INFORMATION CONCERNING

THE LOCATION OF THE EXISTING MECHANICAL EQUIPMENT, ELECTRICAL EQUIPMENT, PIPING,

PLUMBING AND DUCTWORK HAS BEEN ASSUMED IN THIS DRAWING. THE EXACT LOCATION(S)

AND DIRECTION OF FLOW OF ALL EXISTING WORK IS UNKNOWN. REASONABLE EFFORT HAS

BEEN MADE TO ACCURATELY DEPICT THE EXISTING CONDITIONS, HOWEVER, ALL EXISTING

WORK MUST BE VERIFIED IN THE FIELD TO DETERMINE THE EXACT LOCATIONS, DIRECTIONS

OF FLOW, DEPTH, SIZE, ETC.. PRIOR TO STARTING CONSTRUCTION. ANY CONFLICT BETWEEN

THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE

ENGINEER FOR VERIFICATION AND/OR CORRECTION.

RECOVERY

GALL./HOUR

NOTES

WH-1 5,500

WATTAGE

ELEMENT

240/1Ø

POWER

INCHES

DIAM.GALL.

CAPACITY

56 40 60-3/4

INCHES

HEIGHT

RHEEM PROPE40T2RH95EC2

MANUFACTURER

NOTESTAG

ELECTRIC HOT WATER HEATER SCHEDULE

1. Pipe T & P valve to within 6" of floor. Provide expansion tank like Amtrol ST-12 to each water heater.

0.93

ENERGY

FACTOR

SUMP PUMP UNIT(S)

TYPICAL OF 2

SUMP GRATING

PIT

TO OTHER PUMP

DISCHARGE LINE; PIPE OVER

AND AROUND SINK AND TIGHT

UP WALL

NOT TO SCALE

TUB SINK DETAIL

PL-001

C

TUB SINK

FAUCET

WALL

CW AND HW

PIPING TIGHT

TO WALL

TUB LEGS

1-1/2" PVC DRAIN

(WITHOUT P-TRAP)

CUT SMALL

OPENING IN

GRATING FOR TUB

DRAIN

FLOOR

SUMP GRATING

SUMP, SEE

PICTURE A/PLD001

NOT TO SCALE

RE

LI

EF

HOT WATER

HEATER

HW

B

PL-001

2" DRAIN PAN UNDER WATER HEATER

TWO TEMPERATURE - HOT WATER

HEATER DETAIL

FLOOR DRAIN

BEVEL CUT END OF RELIEF

VALVE DRAIN.

DRAIN VALVE

TEMPERATURE AND

PRESSURE RELIEF VALVE.

EXPANSION TANK

CW

FLOW ARROW; TYPICAL GATE VALVE; TYPICAL

THERMOMETER; TYPICAL

DIELECTRIC UNION; TYPICAL

H.W. 120°F

PUMP IN SUMP,

SEE DETAIL

A/PL001

1. PLUMBING CONTRACT DRAWINGS ARE IN PART DIAGRAMMATIC, COVERING THE SCOPE OF WORK AND GENERAL ARRANGEMENT OF THE EQUIPMENT, PIPING, ETC., AND THE APPROXIMATE SIZE OF EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL FOLLOW THESE DRAWINGS IN LAYING OUT THE PLUMBING WORK. PLUMBING CONTRACTOR SHALL CONSULT GENERAL, SPRINKLER, HEATING/VENTILATING/AIR CONDITIONING CONTRACTOR AND ELECTRICAL DRAWINGS TO FAMILIARIZE HIMSELF WITH THAT WORK AND TO

VERIFY THE SPACES IN WHICH THE PLUMBING WORK WILL BE INSTALLED.

2. BECAUSE OF THE NATURE AND SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, ELBOWS, ETC., MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS, THEY SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION TO

BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB.

3. ALL EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT, WATER, AND CHEMICAL OR MECHANICAL INJURY OR THEFT.

PLUMBING FIXTURES SHALL BE COVERED WITH HEAVY PAPER COVERINGS AFTER INSTALLATION AND SHALL BE THOROUGHLY CLEANED

AFTER COMPLETION OF THE PROJECT.

4. ALL MATERIALS SUCH AS VALVES, FITTINGS, PIPING, EQUIPMENT, PUMPS, COILS, ETC., SHALL BE PROPERLY PROTECTED, AND ALL PIPING OPENINGS SHALL BE TEMPORARILY CLOSED BY THE CONTRACTOR FOR THE WORK UNDER HIS CHARGE, ON A DAILY BASIS, AT THE END OF EACH WORKING DAY, SO AS TO PREVENT OBSTRUCTION AND DAMAGE. THE ABOVE REQUIREMENTS ARE MANDATORY.

5. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL FEDERAL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE OF VIRGINIA, AND FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES.

6. ALL WORK SHALL BE FURTHER PERFORMED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS, THE PLUMBING AND BUILDING CODES, NATIONAL ELECTRICAL CODE, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE AMERICAN GAS ASSOCIATION, AND ALL SUCH OTHER SPECIFIC CODES AS MAY BE REFERRED TO IN THE INDIVIDUAL SECTIONS OF THE SPECIFICATIONS.

7. PIPE SIZES SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES ALLOWED REGARDLESS OF THE CODE MINIMUM, EXCEPT WHEN THE CODE

MINIMUM SIZE IS LARGER THAN THAT SHOWN.

8. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONTRACT PRINTS ON THE CONSTRUCTION SITE AT ALL TIMES, ON WHICH HE SHALL ACCURATELY RECORD THE ACTUAL INSTALLATION OF ALL PLUMBING WORK. AS WORK PROGRESSES, MARK CHANGES MADE WHETHER RESULTING FROM JOB CONDITIONS, ADDENDA, FORMAL CHANGE ORDERS OR OTHER INSTRUCTIONS ISSUED BY THE ENGINEER.

9. THE PLUMBING CONTRACTOR SHALL INDICATE PROGRESS BY COLORING IN VARIOUS PIPES, FIXTURES, AND ASSOCIATED APPURTENANCES

EXACTLY AS THEY ARE ERECTED AND INSTALLED.

10. MARK ALL PIPE SIZES AND LOCATIONS DURING CONSTRUCTION. ALSO, MARK LOCATIONS OF ALL VALVES AND VARIOUS EQUIPMENT, APPARATUS, AND ASSOCIATED APPURTENANCES AS ERECTED WEEKLY DURING CONSTRUCTION.

11. AT THE COMPLETION OF THE JOB THESE PRINTS, INCORPORATING CHANGES, ADDENDA AND ADDED DATA NOTED ON MARKED-UP PRINTS, INCLUDING DIMENSIONED LOCATIONS OF UNDERGROUND PIPING BEYOND LIMITS OF BUILDING, SHALL BE SUBMITTED TO THE ENGINEER FOR FINAL REVIEW AND COMMENT. THE PRINTS WILL BE RETURNED WITH APPROPRIATE COMMENTS AND RECOMMENDATIONS. THESE CORRECTED PRINTS TOGETHER WITH CORRELATED PRINTS INDICATING ALL THE REVISIONS, ADDITIONS AND DELETIONS OF WORK, SHALL

FORM THE BASIS FOR PREPARING A SET OF RECORD DRAWINGS.

12. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE-STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE-STOP MATERIAL SHALL BE UL APPROVED, PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL, AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT AS APPROVED BY THE ADMINISTRATIVE AUTHORITY.

13. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER;

SPACE THEM AT A DISTANCE TO PERMIT ACCESS FOR SERVICING VALVES.

14. PIPING SHALL BE PITCHED TO POINTS OF DRAINAGE WITH CONSTANT UNIFORM SLOPE.

15. INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS.

16. WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS.

17. FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS.

18. WATER SUPPLY TO ALL FIXTURES AND CONTAINERS SHALL BE SO INSTALLED AS TO PREVENT POSSIBLE BACK SIPHONAGE OF POLLUTED WATER. ALL SUPPLIES SHALL BE EITHER ABOVE THE FLOOD RIM OF THE FIXTURE OR SEPARATED FROM THE DRAINAGE END BY MEANS OF

AN APPROVED VACUUM BREAKERS.

19. PROVIDE PIPING AND FIXTURE TRAPS. CONNECT TO FIXTURES AND OTHER EQUIPMENT INDICATED OR SPECIFIED AS REQUIRING SOIL, WASTE, DRAIN AND VENT FACILITIES.

20. LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT, AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPE AND

DRAINS.

21. PROVIDE CLEANOUTS WHERE INDICATED AND AT INTERVALS OF 100' OR AS REQUIRED BY LOCAL PLUMBING CODE AND WHERE REQUIRED AT CHANGES OF DIRECTIONS OF SOIL AND WASTE STACKS. INSTALL CLEANOUTS SO AS TO BE ACCESSIBLE FOR EASY REMOVAL AND TO PROVIDE CLEARANCE FOR RODDING. CLEANOUTS SHALL BE THE SAME SIZE AS PIPE SERVED EXCEPT THAT NO CLEANOUT NEED BE

LARGER THAN FOUR INCHES.

22. EXTEND VENT PIPES 12 INCHES ABOVE ROOF AND 10FT MINIMUM AWAY FROM ANY FRESH AIR INTAKES.

23. SANITARY VENT PIPING SHALL BE GRADED SO THAT THE AIRFLOW TO THE OUTSIDE WILL BE CONTINUOUSLY UPWARD AND SO THAT NO

LOW POINTS WILL BE DRAINED.

24. MAKE TIGHT CONNECTION BETWEEN WATER CLOSET FLANGES AND EARTHENWARE FIXTURE BY MEANS OF AN APPROVED MOLDED WAX

RING OR SETTING COMPOUND AND BOLTING.

25. VENTS: PROVIDE FLASHING FOR STACKS PASSING THROUGH ROOF. MAKE WATER-TIGHT AT ROOF WITH 4 LB. SHEET LEAD; EXTEND INTO ROOFING FELTS AT LEAST 24" FROM PIPES.