S02 - 803IC3015 Bid Dwgs Bath Bk03.pdf

PDF 12 MB Posted Jul 21, 2020

Attached to: Z1QA--Facility Renovations at the Woodlawn and Bath National Cemeteries.
Solicitation number: 36c78620b0009
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal solicitation opportunity and related file. The solicitation number 36c78620b0009 is for facility renovations, improvements, and repairs at the Woodlawn and Bath National Cemeteries. The opportunity type is a solicitation issued by the Department of Veterans Affairs National Cemetery Administration. The related file is drawings for bathroom renovations at Bath National Cemetery, specifically file S02 - 803IC3015 Bid Dwgs Bath Bk03.pdf. The solicitation seeks bids for improvements and maintenance at two national cemeteries operated by the VA to upkeep facilities and honor deceased veterans and their families.

View the file

Other files

File	Type	Posted
S06 - A0003 - Amendment.docx	DOCX document	Aug 25, 2020
S06 - HazMat Information - WB.pdf	PDF	Aug 25, 2020
S06 - Amendment 0002.docx	DOCX document	Aug 20, 2020
A2 - Pre-Bid Walk-Thru Sign In Sheet.PDF	PDF	Aug 12, 2020
A1 - 803IC3015 Bid Dwgs Bath Bk02A.pdf	PDF	Aug 12, 2020
S05 - Amendment 0001.docx	DOCX document	Aug 12, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk09.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk05.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 - Geotechnical Report - Woodlawn.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk02.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk12.pdf	PDF	Jul 21, 2020
S02 - Scope of Work Final - Woodlawn-Bath.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Specs Bath Bk.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk01.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk13.pdf	PDF	Jul 21, 2020
ATTACHMENT 05 - Cost Estimate Worksheet - WB.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk03.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk06.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk07.pdf	PDF	Jul 21, 2020
P07 - WD - NY20200005 - Woodlawn NC.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk10.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk05.pdf	PDF	Jul 21, 2020
S02 - 36C786-20-B-0009 - Solicitation.pdf	PDF	Jul 21, 2020
P07 - WD - NY20200048 - Bath NC.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 - Geotechnical Report - Bath.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk01.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Specs Woodlawn Bk.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk04.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk02.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk07.pdf	PDF	Jul 21, 2020
S02 - 803IC3015 Bid Dwgs Bath Bk06.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk08.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk11.pdf	PDF	Jul 21, 2020
S02 - 824IC3005 Bid Dwgs Woodlawn Bk04.pdf	PDF	Jul 21, 2020

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LOLL

LOW

LOW LOLO

LLLL

LOW

LOWOWW

LOW

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| WW LOW |||

|OOL ||

|LLO

| | | | | | L |OO | | | | | LO

LOLOW

| | LOO

W L

LOL

W O

W L

LS-111

ENLARGEMENT 2

3/4/

LP-102LP 102

ENLARGEMENT 3

INTERIM/FINAL CONDITION

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK; INSTALL CONSTRUCTION

FENCE PER 010002 & COR'S DIRECTION

EXISTING HEADSTONE (TYP.)

DO NOT DISTURB

SIGN

(TYP.)

APPROXIMATE LIMIT OF GRAVES ADJACENT TO

LOW; VERIFY W/ COR WHEN WORKING NEARBY

LOW

TURF SOD

1. INSTALL TURF PER SPECIFICATION IN ALL DISTURBED

AREAS NOT OTHERWISE PLANTED OR PAVED.

PLANTING PLAN

LP-102

MATCHLINE LP-101 MATCHLINE LP-101

0 10 20 40 60

LEGEND

KEY

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L P P la n ti n g

P la n .d w g

P M T D

S td D W G

T o

P D F .p c

WOW

LOW

LOWL

LOW LOW

LOWLO

LOW

O W

LOW

LOW LO

LOWOLO

LOW

LOWOW

O W

WWW

LOWOLOO

LOW

LOWW

LOWLLL

| WW

|LOW

LOO

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK; INSTALL CONSTRUCTION

FENCE PER 010002 & COR'S DIRECTION

EXISTING HEADSTONE (TYP.)

DO NOT DISTURB

SIGN

(TYP.)

APPROXIMATE LIMIT OF GRAVES ADJACENT TO

LOW; VERIFY W/ COR WHEN WORKING NEARBY

LOW

TURF SOD

1. INSTALL TURF PER SPECIFICATION IN ALL DISTURBED

AREAS NOT OTHERWISE PLANTED OR PAVED.

PLANTING PLAN

LP-103

0 10 20 40 60

LEGEND

KEY

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L P P la n ti n g

P la n .d w g

P M T D

S td D W G

T o

P D F .p

EXISTING TREE; PROTECT PER 015639

TREE AND PLANT PROTECTION

LIMITS OF WORK W/ CONSTRUCTION FENCE

REFER TO 010002 & COR'S DIRECTION

EXISTING HEADSTONE; DO NOT DISTURB

SIGN

(TYP.)

APPROXIMATE LIMIT OF GRAVES ADJACENT TO

LOW; VERIFY W/ COR WHEN WORKING NEARBY|

LOW

TURF SOD

PLANTER EDGING; REFER TO PRODUCT

SCHEDULE, LS-211

1. INSTALL TURF PER SPECIFICATION IN ALL DISTURBED

AREAS NOT OTHERWISE PLANTED OR PAVED.

LOW

LOW LO

LOW

W O

LLOLO

AGG

SANNNNSANNNN

SANAN

SAN

SANNN

SAN

LOW

LOLL

LOW

LOLLL

LEGEND

KEY

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

PLANTING PLAN

ENLARGEMENTS

LP-111

0 4 8 16 24

1 ENLARGEMENT 1

1" = 8'

2 ENLARGEMENT 2

1" = 8'

3 ENLARGEMENT 3 - INTERIM CONDITION

1" = 8'

4 ENLARGEMENT 3 - FINAL CONDITION

1" = 8'

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L P P la n ti n g

E n la rg .d w g

P M T D

S td D W G

T o

P D F .p

NOTES:

1. REFER TO SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SOIL ANALYSES AND AMENDMENT

RECOMMENDATIONS, SOURCE LIST

2. PHOTOGRAPHS FOR INITIAL SELECTION, PHOTOGRAPHS FOR VERIFICATION, AND/OR TAGGING AT NURSERY AS REQUESTED BY COR.

3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

4. MEET REQUIREMENTS OF ANSI Z60.1, LATEST ADDITION, FOR ALL PLANT MATERIAL.

5. QUANTITIES GIVEN ARE FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR MEETING THE DESIGN INTENT, AS INDICATED ON PLANTING PLANS.

6. ALL PLANTS SHALL BE HEALTHY, FULL, BALANCED, AND EXCEPTIONALLY HEAVY.

7. PROVIDE TURF PER SPECIFICATIONS IN ALL DISTURBED AREAS NOT OTHERWISE PLANTED OR PAVED.

1 PLANTING NOTES

KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE SPACING REMARKS

CANOPY TREES

QM 1 Quercus macrocarpa BUR OAK 3" CAL. B & B AS INDICATED

ORNAMENTAL TREES

AG 1 Amelanchier x grandiflora 'AUTUMN

BRILLIANCE'

AUTUMN BRILLIANCE APPLE

SERVICEBERRY 2" CAL. B & B AS INDICATED SINGLE-STEM, 3' MIN. BRANCH HEIGHT

XX 1 EXISTING CHERRY TREE, TRANSPLANT LOCATION

EVERGREEN TREES

PG 2 Picea glauca WHITE SPRUCE 14-16' HT B & B AS INDICATED

SHRUBS

IG 7 Ilex glabra 'SHAMROCK' SHAMROCK INKBERRY 30" HT. CONT. 36" O.C.

VR 13 Viburnum rhytidophylloides 'ALLEGHENY' ALLEGHENY VIBURNUM 36" HT. CONT. 48" O.C.

GROUNDCOVERS/PERENNIALS/ORNAMENTAL GRASSES

AC 60 Asarum canadense CANADIAN WILDGINGER 12" SPR. CONT. 18" O.C.

AU 45 Arctostaphylos uva-ursi BEARBERRY 12" SPR. CONT. 18" O.C.

TURF

MIX

50% KENTUCKY BLUEGRASS

SOD25% TURF-TYPE TALL FESCUE

25% PERENNIAL RYEGRASS

LATEST RECOMMENDATIONS BY NATIONAL TURFGRASS EVALUATION FOR THE NORTHEAST REGION, MEAN

RATING >6.7

1' -6

8" M

ROOTBALL Ø

FULL WIDTH OF BED;

MIN. 3x ROOTBALL Ø FOR SOLITARY TREES

(2) HARDWOOD STAKES W/ TREE-TIE

WEBBING, TENSION BUCKLES &

FLUORESCENT LIME GREEN FLAGS

ROOT COLLAR

CUT & REMOVE ROPES & TOP 1/3 OF

BURLAP & BASKET; REMOVE ALL OTHER

NON-BIODEGRADABLE MATERIAL

EARTHEN RING

3" DEPTH MULCH

PLANTING SOIL MIX; REFER TO

SPECIFICATIONS

SCARIFY SIDES & BOTTOM OF

EXCAVATION

UNDISTURBED SUBGRADE

DRAINAGE WELL

FRACTURED SUBGRADE

2'-6" MIN.

COMPACTED SUBGRADE PEDESTAL

8" M

NOTES:

1. REMOVE EXCESS SOIL DEPOSITED ON TOP OF ROOTBALL DURING CUTTING/BALLING PROCESS AND AS

NECESSARY TO EXPOSE ROOT COLLAR.

2. AT END OF WARRANTY PERIOD, REMOVE STAKES & WEBBING AND REPLACE EARTHEN RING W/ MULCH.

2 SINGLE-STEM TREE PLANTING

1' -6

8" M

ROOTBALL Ø

FULL WIDTH OF BED;

MIN. 5' FOR SOLITARY TREES

ROOT COLLAR

CUT & REMOVE ROPES & TOP 1/3 OF

BURLAP & BASKET; REMOVE ALL OTHER

NON-BIODEGRADABLE MATERIAL

ADJACENT PLANTING - VARIES

HARDWOOD STAKES OR DUCKBILL

ANCHORS; (3) EVENLY SPACED W/

TREE-TIE WEBBING, TENSION BUCKLES

& FLUORESCENT LIME GREEN FLAGS

3" DEPTH MULCH

PLANTING SOIL MIX; REFER TO

SPECIFICATIONS

SCARIFY SIDES & BOTTOM OF

EXCAVATION

UNDISTURBED SUBGRADE

DRAINAGE WELL

FRACTURED SUBGRADE

36" MIN.

COMPACTED SUBGRADE PEDESTAL

8" M

.MM

GUY EACH STAKE TO 1 OF 3

LARGEST STEMS; GUY STEMS

TOGETHER; DO NOT ALTER FORM

OF TREE

3 MULTI-STEM TREE PLANTING

SET TOP OF ROOT BALL FLUSH

W/ ADJACENT FG

3" DEPTH MULCH

CUT & REMOVE ROPES, BURLAP, BASKET

& ALL NON-BIODEGRADABLE MATERIAL

PLANTING SOIL MIX; REFER

TO SPECIFICATIONS

NOTES:

1. FOR CONTAINER-GROWN MATERIAL, REMOVE CONTAINER WITHOUT CRACKING ROOT BALL

AND MAKE (3) 1" DEEP VERTICAL CUTS, EQUALLY SPACED ABOUT ROOT BALL, FULL HEIGHT.

FULL WIDTH OF BED FRACTURED SUBGRADE

1' -6

SCARIFY SIDES & BOTTOM

OF EXCAVATION

±5

UNDISTURBED SOIL

4 SHRUB PLANTING

SET TOP OF ROOT BALL FLUSH

W/ ADJACENT FG

3" DEPTH MULCH

PLANTING SOIL MIX; REFER

TO SPECIFICATIONS

FULL WIDTH OF BED FRACTURED SUBGRADE

1' -6

SCARIFY SIDES & BOTTOM OF

EXCAVATION

±5

UNDISTURBED SOIL

5 GROUNDCOVER/PERENNIAL PLANTING

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

BJ; IL BJ; TJ

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

PLANTING DETAILS &

PLANT SCHEDULE

LP-201

G .0 .1

B a th

N a tC e m

F a c R e n C a d d o c s

L P P la n ti n g d e ta il s s c h e d u le .d w g

P M T D

S td D W G

T o

P D F .p

DEMOLISH ELEMENT

DEMOLISH EXISTING

DOOR

EXISTING WALL TO

REMAIN

EXISTING DOOR

NEW DOOR

NEW WALL

DOWNSPOUT

SOFFIT VENT

OVERHEAD ELEMENT

FIRE RATED PARTITION

SURFACE MOUNTED

LINEAR LED FIXTURE

SURFACE MOUNTED

EXTERIOR

LIGHT FIXTURE

RECCESSED LED

DOWNLIGHT

LED WALL SCONCE

EXTERIOR SURFACE

MOUNTED

LED WALL PACK

EXIT LIGHT

DOOR NUMBER

FINISH TYPE

WINDOW TYPE

EQUIPMENT / FURNITURE

PLUMBING FIXTURE

NUMBER

ACCESSORIES NUMBER

WALL TYPE

DOWNSPOUT

FIRE EXTINGUISHER

SUPPLY AIR DIFFUSER

RETURN AIR DIFFUSER

EXHAUST FAN

P-1

ARCHITECTURAL

ABBREVIATIONS, SYMBOLS

AND NOTES

A-001

ABBREVIATIONS

SYMBOLS

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DIMENSION LINE

DRAWING BLOCK TITLE, TYPICAL

ELEVATION INDICATOR

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

-- SECTION INDICATOR

- DETAIL

SCALE

DIM

0 X X X X

NORTH ARROW

SCALE INDICATOR

GARAGE

WORKSHOP

121a

CLOSET

BREAK RM

UTILITY RM

HALL

WOMEN

MEN

LOCKERS

DIRECTOR

OFFICE

CLOSET

OPEN OFFICE

RESTROOM

VESTIBULE

STORAGE 105

MULTI-USE

FILES

LOBBY

FOREMAN

OFFICE GALLEY

MAINT. GALLEY

12R @ 7 1/2"

3R @ 7 1/2"

112A

HALL

117a

CLOSET

'B' OCCUPANCY'S-1' OCCUPANCY (INDUSTRIAL)

EGRESS PATH 54'

EGRESS PATH 42'

EGRESS PATH 44'

36"

60"

S-1

490 SF

S-1

92SF

80 SF

35'-0"

15'-0"18 '-0

EGRESS PATH 43'

36"

EXISTING STORAGE BUILDING

S-1

1209 60

1189 57

1189 631189 951190 16

1190 18

TOW:1192 33

1159 50

1243 00 1243 00

1243 00

1158 50

SAN SAN SAN SAN SAN

SAN

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

BUILDING CODE ANALYSIS

A-002

BUILDING CODE ANALYSIS

1. SCOPE OF WORK

1.1. RENOVATION AND EXTENSION OF EXISTING CEMETERY ADMINISTRATION BUILDING.

1.2. NEW STORAGE BUIILDING

1.3. SITE IMPROVEMENTS

2. APPLICABLE CODES

2020 BUILDING CODE OF NEW YORK STATE BASED ON IBC 2018

2020 EXISTING BUILDING CODE OF NEW YORK STATE

2020 FIRE CODE OF NEW YORK STATE

2020 NEW YORK ENERGY CONSERVATION CODE

2020 PLUMBING CODE OF NEW YORK STATE

2020 MECHANICAL CODE OF NEW YORK STATE

2020 FUEL GAS CODE OF NEW YORK STATE

2020 MAINTENANCE CODE OF NEW YORK STATE

ABA ACCESSIBILITY STANDARDS

3. BUILDING OCCUPANCY USE GROUPS

BUSINESS, GROUP B

STORAGE, GROUP S-1 (INDUSTRIAL), GROUP S-1 (STORAGE)

4. CODE ANALYSIS

ADMINISTRATION BUILDING EXISTING PROPOSED

CONSTRUCTION TYPE VB VB

FIRE SUPPRESSION SYSTEM* NONE NONE

BUILDING HEIGHT 20' (1 STORY) 20' (1 STORY)

BUILDING AREA 2,366 SF 3,382 SF

BUILDING USE GROUPS B / S-1 NO CHANGE

(NON-SEPARATED MIXED USE)

TABLE 1004.1.2

OCCUPANCY BY USE GROUP S-1 6 OCC.

B 8 OCC.

TOTAL OCCUPANTS 14 OCC.

MINIMUM EGRESS WIDTH 36" 36"

NO. OF EXITS REQUIRED 1 1

NO. OF EXITS PROVIDED 3 4

MAXIMUM TRAVEL DISTANCE 200' 200'

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS EXTERIOR 0 HOURS

INTERIOR NON BEARING WALLS

AND PARTITIONS 0 HOURS

FLOOR CONSTRUCTION AND

ASSOC. SECONDARY MEMBERS 0 HOURS

STORAGE BUILDING (NEW)

CONSTRUCTION TYPE IIB

FIRE SUPRESSION SYSTEM* NONE

BUILDING HEIGHT 20'

BUILDING AREA 630 SF

BUILDING USE GROUP S-1 STORAGE (300 GSF)

OCCUPANT LOAD BY USE GROUP 3

NO. OF EXITS REQUIRED 1

EXITS PROVIDED 1

MAXIMUM TRAVEL DISTANCE 75'

PRIMARY STRUCTURAL FRAME 0 HOURS

BEARING WALLS EXTERIOR 0 HOURS

INTERIOR NON BEARING WALLS

AND PARTITIONS 0 HOURS

FLOOR CONSTRUCTION AND

ASSOC. SECONDARY MEMBERS 0 HOURS

* BUILDINGS ARE UNSPRINKLERED. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE

WITH NFPA 10 REQUIREMENTS.

5. INTERIOR FINISHES

FLAME SPREAD INDEX REQUIREMENTS FOR WALLS AND CEILING FINISHES: B S-1

INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS A B

CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS B B

ROOMS AND ENCLOSED SPACES C C

1157.54'

0 5' 10' 15'

1 ADMINISTRATION BUILDING

3/16" = 1'-0"

1161.54'

2 STORAGE BUILDING

3/16" = 1'-0"

1157.54'

3 KEY

NTS

12R @ 7 1/2"

3R @ 7 1/2"

42'-0" NEW ADDITION+/ 86'-0" EXISTING BUILDING

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

ADMINISTRATION BUILDING

CONSTRUCTION PHASING PLAN

A-003

ADMINISTRATION BUILDING CONSTRUCTION SEQUENCE:

PORTIONS OF THE BUILDING WILL BE OCCUPIED BY CEMETERY STAFF DURING

CONSTRUCTION WORK ON THE ADMINISTRATION BUILDING. WORK SHALL BE

PERFORMED IN THE FOLLOWING THREE (3) PHASES TO ACCOMMODATE

NORMAL CEMETERY OPERATIONS DURING CONSTRUCTION.

PHASE I - REFER TO AD-101 / AE-101

A. INSTALL NEW ACCESS DOOR ON EAST WALL OF BUILDING FOR

TEMPORARY OCCUPANT ACCESS INTO EXISTING BUILDING DURING

CONSTRUCTION OF PHASE II.

B. INSTALL TEMPORARY SOUND ATTENUATION PARTITION ALONG

BUILDING'S NORTH WALL.

C. INSTALL TEMPORARY GRAVESITE LOCATOR

D. INSTALL TEMPORARY OFFICE SIGN

PHASE II - REFER TO AD-201 / AE-201

A. CONSTRUCTION OF NEW ADDITION

PHASE III - REFER TO AD-301 / AE-301

A. RENOVATION OF EXISTING BUILDING

PERFORM ALL WORK ABOVE, BELOW AND IMMEDIATELY ADJACENT TO

THEN-OCCUPIED SPACES OUTSIDE NORMAL BUSINESS HOURS UNLESS

OTHERWISE AUTHORIZED BY COR.

0 2' 4' 8' 16'

EXISTING BUILDING (NO WORK)EXISTING BUILDING (NO WORK)

PHASE II

PHASE IIPHASE III

PHASE I

3R @ 7 1/2"

3'-4" 1'-4"

1 1SAN

12R @ 7 1/2"

3R @ 7 1/2"

LEGEND

KEY

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. NOTIFY

COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL

BE CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. COORDINATE THE PROTECTION OF ALL STRUCTURE AND FINISHES TO

REMAIN THROUGHOUT CONSTRUCTION.

5. REFER TO DRAWINGS BY OTHER TRADES FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

6. PROVIDE SHORING, BRACING AND STRUCTURAL SUPPORTS AS

REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT,

SETTLEMENT OR COLLAPSE OF CONSTRUCTION AND FINISHES TO

REMAIN.

CREATE OPENING IN EXISTING EXTERIOR WALL FOR NEW ACCESS

DOOR.

REMOVE EXISTING DOOR FRAME

PHASE I

ADMINISTRATION BUILDING

PLANS

AD-101

1 FLOOR DEMOLITION PLAN

1/4" = 1'-0"

PHASE I

PHASE I PHASE I

2 KEY PLAN

1/8" = 1'-0"

7 1/2"

12R @ 7 1/2"

3R @ 7 1/2"

PHASE II

PHASE III

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. NOTIFY COR

OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL BE

CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. COORDINATE THE PROTECTION OF ALL STRUCTURE AND FINISHES TO

REMAIN THROUGHOUT CONSTRUCTION.

5. REFER TO DRAWINGS BY OTHER TRADES FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

6. PROVIDE SHORING, BRACING AND STRUCTURAL SUPPORTS AS REQUIRED

TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT OR

COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN.

DEMOLISH EXTERIOR CONCRETE STAIR, BRICK CHEEK WALLS AND

METAL RAILING.

DEMOLISH EXISTING GAZEBO, BRICK PAVING, PERGOLA AND

ASSOCIATED FOOTINGS.

DEMOLISH EXISTING VESTIBULE, CONCRETE SLAB AND ASSOCIATED

FOUNDATION/FOOTING.

CAREFULLY REMOVE GRAVESITE LOCATOR, STORE AND REINSTALL AT

NEW LOCATION, REFER TO DRAWING 1/AE-201.

REMOVE ALL CEILING FIXTURES AND GYP BOARD CEILING.

REMOVE EXISTING ROOF, GUTTERS AND DOWNSPOUTS.

EXISTING BRICK RETAINING WALLS TO REMAIN. CAREFULLY REMOVE

WOOD POSTS AND ANCHORS SECURED TO WALL. WHERE POSTS ARE

REMOVED, REPLACE /REPAIR BRICKS AS REQUIRED TO MATCH

EXISTING.

TEMPORARY CONSTRUCTION WALL, REFER TO DRAWING 5/AE-101.

REMOVE BRICK PAVING

PROVIDE WEATHER PROOF TEMPORARY ROOF COVERING ALONG

EXISTING ROOF EAVE LINE.

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

PHASE II

ADMINISTRATION BUILDING

DEMOLITION PLANS

AD-201

0 2' 4' 8' 16'

; CL

1 DEMOLITION PLAN

1/4" = 1'-0"

2 ROOF DEMOLITION PLAN

1/4" = 1'-0"

PHASE II

3 KEY PLAN

3/32" = 1'-0"

3R @ 7 1/2"

ALIGN

8'- 5"

3'- 8"

2'-2"

12R @ 7 1/2"

3R @ 7 1/2"

PHASE II

PHASE III

ALIGN

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

DEMOLISH TEMPORARY CONSTRUCTION WALL AS LAST ITEM IN

CONSTRUCTION SEQUENCE PRIOR TO COMPLETION OF PHASE III.

DEMOLISH CABINETS AND COUNTERS.

DEMOLISH WOOD WARDROBE IN RESTROOM.

DEMOLISH SINK.

REMOVE EXISTING LOCKERS.

DEMOLISH EXISTING DOOR, FRAME AND WALL AS SHOWN.

REMOVE FLOOR TILES TO LINE OF NEW DOOR AS SHOWN.

REMOVE EXISTING RESILIENT FLOOR FINISH AND ADHESIVE.

REMOVE RUBBER TREADS AND WALL BASE.

REMOVE PORTION OF EXISTNG BEARING WALL, REFER TO STRUCTURAL

DRAWINGS FOR NEW HEADER AT OPENING.

EXISTING TILE FLOORING TO REMAIN.

REMOVE EXISTING LIGHT/CEILING FIXTURES

REMOVE EXISTING CEILING

REMOVE TEMPORARY GRAVESITE LOCATOR, RESTORE TURF.

PHASE III

ADMINISTRATION BUILDING

DEMOLITION FLOOR PLAN

AD-301

0 2' 4' 8' 16'

060906

; CL

1 KEY PLAN

3/32" = 1'-0"

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. NOTIFY COR

OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL BE

CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. COORDINATE THE PROTECTION OF ALL STRUCTURE AND FINISHES TO

REMAIN THROUGHOUT CONSTRUCTION.

5. REFER TO DRAWINGS BY OTHER TRADES FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

6. PROVIDE SHORING, BRACING AND STRUCTURAL SUPPORTS AS REQUIRED

TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT OR

COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN.

7. REMOVE AND REPLACE ALL CEILINGS AS NECESSARY TO INSTALL NEW

DUCTWORK.

8. PROTECT EXISTING STRUCTURES/FINISHES TO REMAIN. PATCH AND REPAIR

DAMAGED STRUCTURES/FINISHES TO MATCH NEW WORK.

PHASE III

12 12

PHASE III

2 CEILING DEMOLITION PLAN

1/4" = 1'-0"

1 FLOOR DEMOLITION PLAN

1/4" = 1'-0"

3R @ 7 1/2"

3'-4" 1'-4"

2'- 0"

3'- 0"

4'- 0"

10'-8"

12R @ 7 1/2"

3R @ 7 1/2"

2X6 WOOD STUDS

WITH SOUND

ATTENUATION BLANKET

2X6 TOP PLATES

2X6 BASEPLATE

2X6 WOOD STUDS

4" CDX PLYWOOD

PAINTED

EXISTING ROOF SOFFIT

VISQUEEN 6 MIL

EXISTING WALL

1'- 4"

6 1/4"

GRAVESITE

LOCATOR

2'- 7 1

1'-10 1/2"

6X6 NON-RUSTING IN

GROUND POST

1'-0"

1'- 4"

SET POST IN

CONCRETE BASE

1157.54' FFE

GRAVESITE

LOCATOR

1'-6"

HELVETICA 1 1/2" LETTERS

CENTERED ON SIGN

ADMINISTRATION

BUILDING

RESTROOMS

1'-2"

HELVETICA 1" LETTERS

CENTERED ON SIGN

5'-0" AFF

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. NOTIFY

COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL

BE CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. COORDINATE THE PROTECTION OF ALL STRUCTURE AND FINISHES TO

REMAIN THROUGHOUT CONSTRUCTION.

5. REFER TO DRAWINGS BY OTHER TRADES FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

6. PROVIDE SHORING, BRACING AND STRUCTURAL SUPPORTS AS

REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT,

SETTLEMENT OR COLLAPSE OF CONSTRUCTION AND FINISHES TO

REMAIN.

CONSTRUCT TEMPORARY SOUND AND DUST BARRIER

TEMPORARY BUILDING SIGN

PROVIDE NEW EXTERIOR DOOR, REFER TO DOOR SCHEDULE FOR

DETAILS

TEMPORARY GRAVESITE LOCATOR BY 'DUES MODERN', WALDO XL. NO

HOUSE NUMBER; MATT BRONZE; MANUFACTURER'S STANDARD 6X6

NON-RUSTING IN-GROUND POST, MATT BRONZE.

FILL IN OPENING WITH TEMPORARY WALL SIMILAR TO 5/AE-101. GWB

ON OFFICE SIDE.

PHASE I SIDEWALK - REFER TO LS-111

GRAVESITE LOCATOR SIGN.

PHASE I

ADMINISTRATION BUILDING

PLANS

AE-101

1 FLOOR PLAN

1/4" = 1'-0"

PHASE I

5 TEMPORARY WALL DETAIL

1 1/2" = 1'-0"

AE-101

PHASE I PHASE I

7 KEY PLAN

1/8" = 1'-0"

2 TEMPORARY GRAVESITE LOCATOR

1" = 1'-0"

DIMENSIONS:

INTERIOR: 11.5" W X 8" H X 20" D

EXTERIOR: 12.5" W X 9" H X 22.5"D

4 BUILDING ELEVATION

1/4" = 1'-0"

AE-101

NO HOUSE NUMBER

6 TEMPORARY BLDG SIGN

3" = 1'-0"

3 GRAVESITE LOCATOR SIGN

3" = 1'-0"

121a

CLOSET

BREAK RM

UTILITY RM

HALL

WOMEN

MEN

LOCKERS

DIRECTOR

OFFICE

CLOSET

OPEN OFFICE

RESTROOM

VESTIBULE

STORAGE 105

MULTI-USE

FILES

LOBBY

FOREMAN

OFFICE GALLEY

MAINT. GALLEY

3R @ 7 1/2"

112A

HALL

117a

CLOSET

1157.54'

1161.54'

D1 D1

4'-0"

HOLD

12'-0"

26'-0"

+/- 16'-0"

2'-10"

3'-10"

11'-8 1/2" 2'-0" 9'-5 3/4"

9'- 8 1

9'- 0"

2'-7"

6'- 0"

5'-7 1/2"

3'- 5 1

3'- 0"

23'-10 1/2"

5'-11"

7'- 6"

2'- 2"

9'- 8 1

4'-5 1/4" 9'-9 1/2"

9'-2"

7'-

'-7

3/ 4"

11'-0" 7 1/4"

7'-8"

1'- 9 1

2'-6"2'-6"

2'-6"

ALIGN

2'- 7"

5'- 6 1

5'- 0"

'-0

5 1/2"7 1/4"7 1/4"

WORKPOINT

1'- 8"

4'-0"

4'- 0"

A A

DDD

ALIGN

4'-0"

'-0

1'- 2 1

/2 " H

6'- 8"

'-0

12R @ 7 1/2"

3R @ 7 1/2"

PHASE II

PHASE III

3'- 51 2"

4'-0"

5'-6" 6 T @ 11"

1161.54'

1157.54'

3'- 0"

23 4" 23 4"

11"

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

PHASE II

ADMINISTRATION BUILDING

FLOOR PLAN

AE-201

1. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL BE

CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. INSTALL ALL MATERIALS AND EQUIPMENT PER MANUFACTURER'S

RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED FOR

INSTALLATION OF WALL MOUNTED ACCESSORIES.

6. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION OF FINISHES.

CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR SUBSTRATE

CONDITIONS WHERE FINISHES ARE APPLIED.

7. PATCH AND REPAIR ALL AREAS EXPOSED BY DEMOLITION TO MATCH NEW

WORK.

0 2' 4' 8' 16'

AE-401

AE-411

AE-431

GRAVESITE LOCATOR

WORK COUNTER AND CABINETS, SEE AE-431

CLOSET WITH STAINLESS STEEL CLOTHING ROD AND WOOD SHELF

TEMPORARY CONSTRUCTION WALL

STOREFRONT DOOR AND SIDELIGHT WITH 1" INSULATED LOW-E GLASS.

LOW WALL AND WORK COUNTER, SEE AE-431

ROOF OVERHANG

EXISTING RETAINING WALL TO REMAIN

CONCRETE STAIR, SEE 2/AE-201

REMEDIAL WATERPROOFING INJECTION BENTONITE GROUT,

'BENTOGROUT', BY CETCI, PUMPED FROM ABOVE GRADE OUTSIDE

STRUCTURE ALONG EXISTING BELOW GRADE FOUNDATION WALL.

DIMENSION IS MEASURED FROM FINISH FACE OF GWB WALL ON BOTH

SIDES, SEE DRAWING 1/AE-301.

AE-412

AE-413

02 02

AE-411

; CL

1 FLOOR PLAN

1/4" = 1'-0"

4 KEY PLAN

1/8" = 1'-0"

PHASE II

AE-414

AE-412

2 ENLARGED STAIR PLAN

1/2" = 1'-0"

AE-432

AE-201

3 PARTIAL FLOOR PLAN

1/4" = 1'-0"

AE-412

121a

CLOSET

BREAK RM

UTILITY RM

HALL

WOMEN

MEN

LOCKERS

DIRECTOR

OFFICE

CLOSET

OPEN OFFICE

RESTROOM

VESTIBULE

STORAGE 105

MULTI-USE

FILES

LOBBY

FOREMAN

OFFICE GALLEY

MAINT. GALLEY

C C C

C C C C

C C

112A

HALL

ETR

ETR ETR ETR

ETR ETR

ETRETR

ETR

117a

CLOSET

AAAA

A A A

F F

ETR

H H

ETR

CH = 8'-0"

CH = 8'-11 1/2"

CH = 8'-0"CH = 8'-11 1/2"

CH = 8'-0"

CH = 8'-11 1/2"CH = 8'-0"CH = 7'-10 1/2"

CH = 7'-10 1/2"

CH = 8'-0"

CH = EXIST.

7'-10 1/2"

CH = EXIST.

7'-10 1/2"

CH = EXIST.

7'-10 1/2"

CH = 8'-0"

CH = EXIST.

11'-6"

CH = EXIST.

11'-6"

CH = 8'-0"

CH = EXIST.

C C C

C C C C

C C

ETR

ETR ETR ETR

ETR ETR

ETRETR

ETR

AAAA

A A A

F F

ETR

H H

ETR

PHASE II

PHASE III

5/8" GWB FINISH CEILING

5/8" GWBACOUSTICAL CEILING TILES

SECURED TO STRUCTURE

1'- 0"

UNDERSIDE OF STRUCTURE

8'-0" AFF

5/8" GWB FINISH CEILING

5/8" GWB

1'- 0"

UNDERSIDE OF STRUCTURE

8'-0" AFF

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

PHASE II

ADMINISTRATION BUILDING

REFLECTED CEILING PLAN

AE-202

1. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL BE

CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PER

MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED FOR

INSTALLATION OF WALL MOUNTED ACCESSORIES.

6. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION OF FINISHES.

CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR SUBSTRATE

CONDITIONS WHERE FINISHES ARE APPLIED.

7. PATCH AND REPAIR ALL AREAS EXPOSED BY DEMOLITION TO MATCH NEW

WORK.

0 2' 4' 8' 16'

GWB CEILING, PAINTED

2X2 ACOUSTICAL CEILING TILES

STEEL ATTIC PULL DOWN STAIR, REFER TO EQUIPMENT SCHEDULE FOR

SPECIFICATIONS

ROOF OVERHANG

TEMPORARY CONSTRUCTION WALL

PROVIDE 3/4" PLYWOOD PLATFORM IN ATTIC FOR ACCESS TO AHU, REFER

TO MH-101 FOR AHU DETAILS. APPORXIMATE AREA +/- 60 SF

; CL

1 REFLECTED CEILING PLAN

1/4" = 1'-0"

4 KEY PLAN

1/8" = 1'-0"

PHASE II

02 0202

2 CEILING DETAIL

1 1/2" = 1'-0"

AE-202

3 CEILING DETAIL

1 1/2" = 1'-0"

AE-202

E D N

9:1

SLOPE DN

9:12

E D N

9:1

E D N

9:1

SLOPE DN

9:12

SLOPE DN

9:12

E D N

9:1

SLOPE DN

9:12

EXISTING ROOF STRUCTURE

NEW TRUSS FRAMING

NEW TRUSS FRAMINGEXISTING RAFTERS

NAIL TRUSS INTO EXISTING ROOF

SHEATHING AND RAFTERS WITH SHIM

PLATES

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

PHASE II

ADMINISTRATION BUILDING

ROOF PLAN

AE-203

0 2' 4' 8' 16'

AE-401

; CL

1 REFLECTED CEILING PLAN

1/4" = 1'-0"

3 KEY PLAN

1/8" = 1'-0"

PHASE II

PHASE III

PHASE IIi

ARCHITECTURAL ASPHALT SHINGLES ROOF, MATCH EXISTING

EXISTING ROOF

4" DIA. DOWNSPOUTS, MATCH EXISTING

RIDGE VENT

RUBBER MODIFIED ACRYLIC VALLEY RAIN WATER DIVERTER BY

'BARNETTS VALLEY CONTROLLER' OR EQUAL,

www.barnettsvalleycontroller.com

FINIAL, MATCH EXISTING. REFER TO 7/AE-421.

6" HALF ROUND GUTTERS, MATCH EXISTING BUILDING GUTTERS

POWDER COATED PAD TYPE EG STEEL SNOW GUARDS, LAYOUT AND

INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS

APPROPRIATE FOR ROOF TYPE, PITCH AND LOADS. MATCH GUTTER

COLOR. REFER TO SPECIFICATIONS FOR DETAILS.

VENT THROUGH ROOF

HIP ROOF VENT

1. REFER TO MECHANICAL DRAWINGS FOR ROOF PENETRATION PIPE

AND VENT DETAILS.

2. TIE ALL NEW DOWNSPOUTS TO NEW UNDERGROUND STORMWATER

LINES.

AE-411

03 03

2 ROOF FRAMING DETAIL

1/4" = 1'-0"

AE-203

WORKSHOP

121a

CLOSET

BREAK RM

UTILITY RM

HALL

WOMEN

MEN

LOCKERS

DIRECTOR

OFFICE

CLOSET

OPEN OFFICE

STORAGE 105

MULTI-USE

FILES

LOBBY

FOREMAN

OFFICE GALLEY

MAINT. GALLEY

12R @ 7 1/2"

3R @ 7 1/2"

112A

HALL

117a

CLOSET

1157.54'

1157.54' 1161.54'

1161.54'

1155.37'

8'- 0"

3'- 8"

6'- 3"

150°

4'-3"

2'-10"

9'-9 1/4"

1154.42'

3'-10"

12R @ 7 1/2"

3R @ 7 1/2"

PHASE II

PHASE III

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

PHASE III

ADMINISTRATION BUILDING

FLOOR PLAN

AE-301

1. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL BE

CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. INSTALL ALL MATERIALS AND EQUIPMENT PER MANUFACTURER'S

RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED FOR

INSTALLATION OF WALL MOUNTED ACCESSORIES.

6. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION OF FINISHES.

CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR SUBSTRATE

CONDITIONS WHERE FINISHES ARE APPLIED.

7. PATCH AND REPAIR ALL AREAS EXPOSED BY DEMOLITION TO MATCH NEW

WORK.

9. REPAIR REPAINT EXISTING WINDOWS, INCLUDING SASH, JAMB AND TRIM.

REFER TO FINISH PLAN FOR FINISH SPECIFICATIONS.

0 2' 4' 8' 16'

AE-401

HANDWASHING SINK

MOP SINK

DOOR 17 IS INSTALLED IN PHASE I

; CL

1 FLOOR PLAN

1/4" = 1'-0"

2 KEY PLAN

1/8" = 1'-0"

PHASE III

AE-431

WORKSHOP

121a

CLOSET

BREAK RM

UTILITY RM

HALL

WOMEN

MEN

LOCKERS

DIRECTOR

OFFICE

CLOSET

OPEN OFFICE

STORAGE 105

MULTI-USE

FILES

LOBBY

FOREMAN

OFFICE GALLEY

MAINT. GALLEY

C C C

C C C C

C C

112A

HALL

ETR

ETR ETR ETR

ETR ETR

ETRETR

ETR

117a

CLOSET

AAAA

A A A

F F

ETR

H H

ETR

CH = 8'-0"

CH = 8'-0"CH = 8'-11 1/2"

CH = 8'-0"

CH = 8'-11 1/2"CH = 8'-0"CH = 7'-10 1/2"

CH = 7'-10 1/2"

CH = 8'-0"

CH = EXIST.

7'-10 1/2"

CH = EXIST.

7'-10 1/2"

CH = EXIST.

7'-10 1/2"

CH = EXIST.

8'-0"

CH = EXIST.

11'-6"

CH = EXIST.

11'-6"

CH = EXIST.

11'-6" CH = 8'-0"

CH = EXIST.

CH = 7'-10 1/2"

C C C

C C C C

C C

ETR

ETR ETR ETR

ETR ETR

ETRETR

ETR

AAAA

A A A

F F

ETR

H H

ETR

PHASE II

PHASE III

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

NOTES

PHASE III

ADMINISTRATION BUILDING

REFLECTED CEILING PLAN

AE-302

1. VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES AND SHALL BE

CONSIDERED AS CLEAR OPENINGS UNLESS NOTED OTHERWISE.

4. INSTALL ALL MATERIALS AND EQUIPMENT PER MANUFACTURER'S

RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED FOR

INSTALLATION OF WALL MOUNTED ACCESSORIES.

6. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION OF FINISHES.

CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR SUBSTRATE

CONDITIONS WHERE FINISHES ARE APPLIED.

7. PATCH AND REPAIR ALL AREAS EXPOSED BY DEMOLITION TO MATCH NEW

WORK.

8. REPLACE ALL CEILINGS AS REQUIRED FOR NEW HVAC INSTALLATIONS.

0 2' 4' 8' 16'

AE-401

2X2 ACOUSTICAL CEILING TILES

NEW GWB CEILING, PAINTED

EXISTING GWB CEILING, PAINTED. SEE NOTE 8 BELOW.

; CL

1 REFLECTED CEILING PLAN

1/4" = 1'-0"

2 KEY PLAN

1/8" = 1'-0"

PHASE III

1157.54' FFE

'-0

42'-0" NEW BUILDING EXTENSION

NEW BUILDING EXTENSIONEXISTING BUILDING

1161.54' FFE

BRICK SHELF

1160.21'

BOTTOM OF FTG

1154.0' 1155.0'

1156.0'

BOTTOM OF FTG 1153.35'

1156.0'

BRICK SHELF 1156.20'

BRICK SHELF1158.21

1157.54

1156.87'

ADMINISTRATION

BUILDING

GRAVESITE LOCATOR

5'- 0"

A A

'-0

1161.54'

42'-0" NEW BUILDING EXTENSION

26'-0"

NEW BUILDING EXTENSION EXISTING BUILDING

1153.35' BOTTOM OF FTG

1155.00'

1157.00'

1160.21'BRICK SHELF

1160.88

1161.55

C C D D D

'-0

1161.54'

NEW BUILDING EXTENSION

1156.0'BOTTOM OF FTG

1157'-0"BOTTOM OF FTG

1160.21'BRICK SHELF

1159.25'BRICK SHELF

NEW BUILDING

ADDITION

EXISTING BUILDING

NEW BUILDING

ADDITION

EXISTING BUILDING

42''-0" NEW BUILDING EXTENSION 86'-0" EXISTING BUILDING

ADMINISTRATION

BUILDING

GRAVESITE LOCATOR

NEW BUILDING

ADDITION

EXISTING BUILDING

NEW BUILDING

ADDITION

EXISTING BUILDING

42''-0" NEW BUILDING EXTENSION86'-0" EXISTING BUILDING

1'-6"

1/4"1/ 4"

ADMINISTRATION

BUILDING

GRAVESITE LOCATOR

1'-6"

BRONZE PLAQUE SIGN

1/4"

BORDER, GOLD

RAISED 1-1/4" HELVETICA LETTERS CENTERED

ON PLAQUE, GOLD

4" RAISED 7/8" HELVETICA LETTERS

CENTERED ON PLAQUE, GOLD

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

4 PARTIAL EAST ELEVATION

1/4" = 1'-0"

LEGEND

ARCHITECTURAL ASPHALT SHINGLES ROOF, MATCH EXISTING.

FIBER CEMENT SIDING, MATCH EXISTING EXPOSURE, TEXTURE, COLOR AND

COURSING.

BRICK VENEER, MATCH EXISTING FACE BRICK IN COLOR, TEXTURE AND SIZE.

NEW EXTERIOR DOOR.

5 PARTIAL WEST ELEVATION

1/4" = 1'-0"

ADMINISTRATION BUILDING

ELEVATIONS

AE-401

3 NORTH ELEVATION

1/4" = 1'-0"

AE-412

AE-413

; CL

AE-412

AE-413

12 12

13 13

1 EAST ELEVATION

1/8" = 1'-0"

2 WEST ELEVATION

1/8" = 1'-0"

AE-401

BUILDING SIGN

ALUMINUM STOREFRONT WINDOW AND DOOR WITH 1"

TEMPERED INSULATED LOW-E GLAZING

PRIVACY FILM FOR EXISTING WINDOWS IN LOCKER ROOM BY

'3M'

TEMPORARY BUILDING SIGN, SEE 6/AE-101

FINIAL, MATCH EXISTING

SEE 3/AE-414 FOR EXTERIOR FINISH PLAN DETAIL AT

EXISTING AND NEW WALLS

HIP VENTILATION

EXISTING RETAINING WALL TO REMAIN.

ALUMINUM SHEET METAL FLASHING. REFER TO DRAWING

2/AE-413

RIDGE VENTILATION

6 BUILDING SIGN DETAIL

3" = 1'-0"

NOTE: REFER TO STRUCTURAL DRAWINGS FOR

FOOTING ELEVATIONS AND DETAILS

1161.54'

'-0

8'- 0"

MULTI-USE

FILES 104

STOR 106

1161.54'

1157.54'

'-0

1161.54'

3'- 6"

9'- 0"

BOTTOM OF FTG 1153.35'

3'- 6"

4'- 4" 4'- 4"

DIRECTOR

OPEN OFFICE

1157.54'

7'-

'-9

5'-

3/ 4"

BOTTOM OF FTG 1153.35'

1152.0' BRICK SH

IT CLOSET

HALL

112 A

7'-

1157.54'

1161.54'

9'- 0"

LOCKERS 113

GALLEY 107 VESTIBULE

7'-

1157.54'

1161.54'

3'- 6" 4'-

8'- 0"

9'- 0"4'-

4"OPEN OPEN OPEN

OPEN OFFICE

HALL

112 A

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

2 BUILDING SECTION

1/4" = 1'-0"

KEYNOTES LEGEND

EXISTING RETAINING WALL AND FOOTING

GRAVESITE LOCATOR

EXISTING RETAINING WALL

WINDOW GLASS PRIVACY FILM IN LOCKER ROOM BY '3M'

GENERAL NOTES

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION. NOTIFY

ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

ADMINISTRATION BUILDING

BUILDING SECTIONS

AE-411

1 BUILDING SECTION

1/4" = 1'-0"3 BUILDING SECTION

1/4" = 1'-0"

4 BUILDING SECTION

1/4" = 1'-0"

5 BUILDING SECTION

1/4" = 1'-0"

; CL

AE-412

AE-413

AE-412

AE-413

AE-412

AE-415

SIM.

2'-0"

VAPOR

BARRIER

2" R-10 PERIMETER

INSULATION

ALUMINUM

ENTRANCE MAT

EXTERIOR CONCRETE

PAVING

SLOPE DN

1161.54'

PORCELAIN

TILE

EXPANSION JOINT FILLER

INDENT CONCRETE SLAB TO

RECEIVE THIN SET PORCELAIN

TILES AND ALUMINUM

ENTRANCE MAT

CONCRETE FOOTING &

STEEL REINFORCEMENT;

REFER TO SB-X PLANS

R-49 FIBERGLASS

BATT ATTIC

INSULATION

1" X 4 1/2" FIBER CEMENT TRIM

FLASHING

5/8" GWB

2" INSULATION

2X10 TOP PLATES

HEADER, SEE

STRUCTURAL

DRAWINGS

1/2" PLYWOOD SHEATHING WITH

1" BOARD INSULATION, R-5

WATER RESISTIVE BARRIER,

EXTEND ABOVE SOFFIT

ALUMINUM STOREFRONT DOOR

WITH 1" INSULATED TEMPERED

GLASS

WOOD TRUSS,

REFER TO

STRUCTURAL

DRAWINGS

4 1 /2

3/4" PRESSURE TREATED

FURRING STRIPS

1161.54'

6 3/4" 4"4"

9 1/4" 1 1/2"

2'-0"

VAPOR

BARRIER

2X10, R-30 INSULATION

1/2" PLYWOOD SHEATHING WITH

1" BOARD INSULATION, R-5

GRADE VARIES

1/2" INSULATION

2" R-10

PERIMETER

INSULATION

SILL SEALANT

5/8" GWB

BRICK VENEER; GROUT VOID

SOLID

BACKER ROD & SEALANT

WATER RESISTIVE BARRIER

SCHEDULED BASE

SCHEDULED FLOOR

6" M

8" M

3/4" PRESSURE TREATED FURRING STRIPS

ALUMINUM FLASHING

CONCRETE FOOTING & STEEL

REINFORCEMENT; REFER TO

SB-X PLANS

4" PERFORATED PVC PIPE

FOOTING DRAIN

FILTER FABRIC

NYSDOT #57 STONE

1'-1 1/2"

3/4" X 5 1/2" FIBER CEMENT FASCIA

6" ALUMINUM HALF ROUND

GUTTERS, MATCH EXISTING COLOR

APA RATED 5/8" PLYWOOD ROOF

SHEATHING WITH LEAK BARRIER

R-49 FIBERGLASS

BATT ATTIC

INSULATION

5/8" GWB

FINISH CEILING

SNOW GUARD

FIBERGLASS ASPHALT SHINGLES,

MATCH EXISTING COLOR, TEXTURE

AND EXPOSURE9

5/8" GWB

FINISH WALL

2X10 TOP

PLATES

1" X 4 1/2" FIBER CEMENT TRIM

BAFFLE

ALUMINUM DRIP FLASHING,

MATCH GUTTERS

BLOCKING

WOOD TRUSS, REFER

TO STRUCTURAL

DRAWINGS

ICE AND WATER SHIELD TO 3'-0"

ABOVE ROOF EDGE

9'-0" TRUSS BEARING

4 1 /2

FIBER CEMENT VENTED SOFFIT

PANEL, 5 SQ. IN. NET FREE

VENTILATION PER LINEAL FOOT

3/4" PRESSURE TREATED FURRING STRIPS

INSULATION

EXTEND WEATHER RESISTIVE BARRIER ABOVE

SOFFIT

1157.54'

6 3/4" 4"4"

9 1/4" 1 1/2"

2'-0"

1/2" PLYWOOD SHEATHING WITH

1" BOARD INSULATION, R-5

GRADE VARIES

SILL SEALANT

BRICK VENEER; GROUT VOID

SOLID

WATER RESISTIVE BARRIER

IST

8" M

FIBER CEMENT LAP SIDING, MATCH

EXISTING SIDING EXPOSURE AND

COLOR, TYP., VIF

1/2" INSULATION

5/8" GWB

BACKER ROD & SEALANT

SCHEDULED BASE

SCHEDULED FLOOR

VAPOR

BARRIER

2" R-10

PERIMETER

INSULATION

FIBER CEMENT LAP SIDING,

MATCH EXISTING SIDING

EXPOSURE AND COLOR, TYP., VIF

4 3 /4

MATCH

EXIST.

7'-11" TRUSS BEARING

FIBER CEMENT SOFFIT PANEL WITH

CONTINUOUS SOFFIT VENT

MATCH EXIST.

3/4" X 5 1/2" FIBER CEMENT FASCIA

6" ALUMINUM HALF ROUND

GUTTERS, MATCH EXISTING COLOR

APA RATED 5/8" PLYWOOD ROOF

SHEATHING WITH LEAK BARRIER

FIBERGLASS ASPHALT SHINGLES,

MATCH EXISTING COLOR, TEXTURE

AND EXPOSURE

BAFFLE

ALUMINUM DRIP FLASHING,

MATCH GUTTERS

BLOCKING

ICE AND WATER

SHIELD TO 3'-0"

ABOVE ROOF EDGE

1" X 4 1/2" FIBER

CEMENT TRIM

3/4" PRESSURE TREATED FURRING STRIPS

4 1 /2

3/4" X 5 1/2"

FIBER CEMENT

FASCIA

9'-0" TRUSS BEARING

6" ALUMINUM

HALF ROUND

GUTTERS, MATCH

EXISTING COLOR

APA RATED 5/8" PLYWOOD ROOF

SHEATHING WITH LEAK BARRIER

SNOW GUARD

FIBERGLASS ASPHALT

SHINGLES, MATCH

EXISTING COLOR, TEXTURE

AND EXPOSURE

ALUMINUM DRIP FLASHING,

MATCH GUTTERS

BLOCKING

ICE AND WATER

SHIELD TO 3'-0"

ABOVE ROOF EDGE

FIBER CEMENT VENTED SOFFIT

PANEL, 5 SQ. IN. NET FREE

VENTILATION PER LINEAL FOOT

BAFFLE

CONCRETE FOOTING &

STEEL REINFORCEMENT;

REFER TO SB-X PLANS

1/ 2"

ALUMINUM

FLASHING

TAPE SEALANT

WEATHER

RESISTIVE

BARRIER

BUG SCREEN

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

ADMINISTRATION BUILDING

SECTION DETAILS

AE-412

1 WALL DETAIL AT ENTRANCE

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

2 WALL DETAIL

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

3 EXTERIOR WALL DETAIL

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

9'- 0"

7'-

" M

IST

ILD

9'- 0"

7'- 0"

AE-602

TYPICAL BASE DETAIL

3" = 1'-0"

6 3/4" 4"4"

9 1/4"

3'- 0"

2X3, 2" INSULATION TO TOP

OF SILL PLATE, R-6.7

1 1/2" RIGID INSULATION,

R-7.5 TO TOP OF SILL PLATE

2'-0"VAPOR

BARRIER

GRADE VARIES

1/2" INSULATION

SILL SEALANT

2" R-10 PERIMETER

INSULATION

BACKER ROD & SEALANT

1/2" SHEATHING WITH 1" BOARD

INSULATION, R-5

2X10, R-30 INSULATION

FULL SIZE BRICK SOLID GROUT

SOLID BRICK SOLDIER COURSE, MATCH

EXISTING RETAINING WALL

WATER RESISTIVE BARRIER

5/8" GWB

CONCRETE SLAB

CONCRETE FOUNDATION WALL.

SEE STRUCTURAL DRAWINGS FOR

REINFORCEMENT DETAILS

1161.54'

SCHEDULED FLOOR

SCHEDULED BASE

ALUMINUM FLANGE

MOUNTED WINDOW SYSTEM

3/4" PRESSURE TREATED FURRING STRIPS

ALUMINUM FLASHING

FIBER CEMENT LAP SIDING, MATCH

EXISTING SIDING TEXTURE,

EXPOSURE AND COLOR, TYP., VIF

CONCRETE FOOTING & STEEL

REINFORCEMENT; REFER TO

SB-X PLANS

4" PERFORATED PVC PIPE

FOOTING DRAIN

FILTER FABRIC

NYSDOT #57 STONE

CONCRETE

SLAB

+/- 1'-1 3/4" VIF

+/- 10 1/2"

EXISTING RETAINING

WALL TO REMAIN

5/8" GWB

1/2" PLYWOOD

SHEATHING & 1" RIGID

R-5 INSULATION

2X6, R-20 INSULATON

1.5" RIGID INSULATION, R-7.5

1161.54'4"

VAPOR

BARRIER

2" R-10 PERIMETER

INSULATION

WOOD BASE

1/2" INSULATION

ALUMINUM FLASHING WITH DRIP

EDGE OVER LEAK BARRIER

WATER RESISTIVE BARRIER

CONCRETE FOUNDATION, SEE

STRUCTURAL DRAWINGS

1'-1 1/2"

R-49 FIBERGLASS

BATT ATTIC

INSULATION

5/8" GWB

FINISH CEILING

5/8" GWB

FINISH WALL

9'- 0"

4 1 /2

12D

MASONRY

CHEMICAL ANCHOR

5/8" PRESSURE TREATED PLYWOOD

PRESSURE TREATED WOOD

BLOCKING

ALUMINUM COUNTER FLASHING

5 1/4" FIBER CEMENT LAP SIDING,

MATCH EXISTING SIDING TEXTURE,

EXPOSURE AND COLOR, TYP.

9'-0" TRUSS BEARING

6" ALUMINUM HALF ROUND

GUTTERS, MATCH EXISTING

COLOR

APA RATED 5/8" PLYWOOD ROOF

SHEATHING WITH LEAK BARRIER

SNOW GUARD

FIBERGLASS ASPHALT SHINGLES,

MATCH EXISTING COLOR, TEXTURE

AND EXPOSURE

BAFFLE

ALUMINUM DRIP FLASHING,

MATCH GUTTERS

BLOCKING

ICE AND WATER SHIELD TO 3'-0"

ABOVE ROOF EDGE

1" X 4 1/2" FIBER CEMENT TRIM

FIBER CEMENT VENTED

SOFFIT PANEL

3/4" X 5 1/2" FIBER CEMENT FASCIA

2X10, R-30 INSULATION

2X10 TOP PLATES

3/4" PRESSURE TREATED

FURRING STRIPS

BENTONITE GROUT

WATER PROOFING

MEMBRANE

EXISTING RETAINING

WALL TO REMAIN

+/- 1'-0" VIF

2X6, R-20

INSULATION

1 1/2", R-7.5 RIGID

INSULAITON

2X8, R-20 INSULATON

5/8" GWB

COLUMN BEYOND

VAPOR

BARRIER

2" R-10 PERIMETER

INSULATION

WATER RESISTIVE BARRIER

CONCRETE FOUNDATION, SEE

STRUCTURAL DRAWINGS

7'-

" M

IST

4 3 /4

3 1/4"

TRUSS BRNG

MATCH EXIST.

METAL FLASHING DRIP EDGE

WITH TAPE SEALANT OVER WRB

5 1/4" FIBER CEMENT LAP SIDING,

MATCH EXISTING SIDING TEXTURE,

EXPOSURE AND COLOR, TYP.

1" X 7 1/4" FIBER CEMENT TRIM

1X2 @ 16" O.C. WITH

INSECT SCREEN

SILL SEALANT

1X4 FURRING STRIPS

FASTENED TO

CONCRETE WALL AT

2'-0" O.C.

6" ALUMINUM HALF

ROUND GUTTERS,

MATCH EXISTING COLOR

APA RATED 5/8" PLYWOOD ROOF

SHEATHING WITH LEAK BARRIER

FIBERGLASS ASPHALT SHINGLES,

MATCH EXISTING COLOR, TEXTURE

AND EXPOSURE

BAFFLE

ALUMINUM DRIP

FLASHING, MATCH

GUTTERS

ICE AND WATER

SHIELD TO 3'-0"

ABOVE ROOF EDGE

3/4" X 5 1/2" FIBER

CEMENT FASCIA

4 1 /2

BACKER

ROD AND

SEALANT

1/2" EXPANSION

JOINT

1161.54'

WOOD TRUSS, SEE

STRUCTURAL DRAWINGS

R-49 ATTIC

INSULATION

CONCRETE STAIR

3'-5 1/2"

5/8" GWB

2X4

1157.54'

7'-11"

1/2"

EXPANSION

JOINT

8 3/4"

3/4" PRESSURE TREATED PLYWOOD

SILL SEALANT

BENTONITE GROUT

WATER PROOFING

MEMBRANE

1'-1 1/2"

6" ALUMINUM HALF

ROUND GUTTERS, MATCH

EXISTING COLOR

R-49 FIBERGLASS

BATT ATTIC

INSULATION

4 1 /2

9'-0" TRUSS BEARING

WOOD TRUSS, REFER

TO STRUCTURAL

DRAWINGS

2" INSULATION

2X10 TOP

PLATES

HEADER, SEE

STRUCTURAL

DRAWINGS

1" X 4 1/2" FIBER CEMENT TRIM

FIBER CEMENT VENTED SOFFIT

PANEL, 5 SQ. IN. NET FREE

VENTILATION PER LINEAL FOOT

3/4" X 5 1/2" FIBER

CEMENT FASCIA

APA RATED 5/8"

PLYWOOD ROOF

SHEATHING

WITH LEAK

BARRIER

SNOW GUARD

FIBERGLASS ASPHALT SHINGLES,

MATCH EXISTING COLOR, TEXTURE

AND EXPOSURE

BAFFLE

ALUMINUM DRIP FLASHING,

MATCH GUTTERS

BLOCKING

ICE AND WATER SHIELD TO

3'-0" ABOVE ROOF EDGE

FLASHING

FOAM SEALANT

3/4" FURRING STRIPS

5/8" GWB

8'-0" AFF

1'- 2"

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

BATH NATIONAL CEMETERY

803IC3015

IK; FW FW

JUNE 5, 2020

FINAL CONSTRUCTION DOCUMENTS

ADMINISTRATION BUILDING

SECTION DETAILS

AE-413

1 EXTERIOR WALL DETAIL

1-1/2" = 1'-0"3 EXTERIOR WALL DETAIL AT CONCRETE STAIR

1-1/2" = 1'-0" 2 EXTERIOR WALL DETAIL AT EXISTING RETAINING WALL

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

AE-602

File details come from the government source that posted it. Updated Jul 21, 2020.