AMMEND 9-1-22 Design Sh 113-117 Sarasota Expansion.pdf

1 2 3 4

A

B

C

D

8'

D15

24"

7' D

O O

R O

PE

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G

6'

DOOR OPENING

24"

1' -6

1'

-6

22'

1'-6"

8'-6" 8' 8'-6" 4'4'

6' -6

25'

7' 7' 1'-6"

8' 4'

-9

1'

A

D

1 4

A

D

SIDE BSIDE A

REAR SIDE

6'-8"

1'-6"1'-6"

9'-2" 9'-2"

5' 5'

6' -6

6'-6" 6'-6"

R8'

R17'-6"

°45°

EQ

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AL

6'

EQ

U

AL

7'

8'

'-6

EJ

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EJ

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CJ CJ CJCJ

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CL

LINE OF FASCIAACRYLIC STUCCO FINISH:

SEE SECTIONS, A-121 & A-122

ACRYLIC STUCCO

FINISH: SEE SECTIONS,

A-121 & A-122

8'-9" A.F.F.

CEILING HEIGHT L.P.

10'-2" A.F.F.

CEILING HEIGHT L.P.

S.101

SHELTER DISPLAY

3 1/2" 12"

2 1/2" 12"

5'-4"5'-4"

5' -3

5'-1"5'-1"

5' -1

6' -1

EXPOSED STRUCTURE

ACRYLIC STUCCO CEILING

PENDENT MOUNTED CEILING FAN, REFER TO

ELECTRICAL DRAWINGS.

RECESSED SPEAKER, REFER TO ELECTRICAL DRAWINGS.

REFLECTED CEILING LEGEND

1. CONTRACTOR TO COORDINATE CEILING FIXTURE LAYOUT PRIOR

TO INSTALLATION. ANY DISCREPANCIES DISCOVERED MUST BE

BROUGHT TO THE ARCHITECT / COR'S ATTENTION

IMMEDIATELY.

2. PLACEMENT OF CEILING FIXTURES TO MAINTAIN CONSISTENT

RELATIONSHIPS TO SURROUNDING LAYOUT.

3. ADJACENT FIXTURES AND ACCESSORIES TO BE ALIGNED AND/OR

CENTERED ALONG THE SAME AXIS TO THE GREATEST EXTENT

POSSIBLE. THE ARCHITECT/ENGINEER IS TO BE NOTIFIED OF ANY

CONFLICTS PRIOR TO INSTALLATION.

GENERAL CEILING NOTES:

CULTURED STONE VENEER (M-2) TO WRAP

AROUND WALL EDGES TYP.

CONTROL FOR CEILING FAN

NOTE:

1. SEE LS-102 FOR STORAGE AND SHELTER LOCATIONS AND

ORIENTATIONS.

2. EXPOSED AGGREGATE CONCRETE PAVING TO BE SEPARATE POURS.

SEE STRUCTURAL FOR REINFORCING.

3. CENTERLINE; REFER TO LS-102.

4. SEE PRODUCT SCHEDULE, A-122 FOR VENEER INFORMATION.

SERVICE SEAL SEAL (SEE DETAIL 4/A121)

VENEER (M-2)

TO WRAP AROUND WALL EDGES, TYPICAL

BIER WALL: SEE 5/A-121

3' -6

S.100

SHELTER OVERFLOW

S.101

SHELTER DISPLAY

FRONT SIDE

ROOF OVERHANG ABOVE

LOWER LEVEL ROOF

OVERHANG ABOVE

LOCATION OF DIGITAL

MESSAGE PLAYER FOR TAPS

3' -6

ADJACENT SIDEWALK,

REFER TO LS-102

CONC. PAVING - PEDESTRIAN,

SEE DETAIL 2/LS-302

ADJACENT SIDEWALK,

REFER TO LS-102

GUTTERS

GUTTERS

ALUM 4" DOWNSPOUTALUM 4" DOWNSPOUT

GUTTERS

SLAB EDGE SLAB EDGE

4'4'5' 5'

PUSH BUTTON FOR AUDIO

MESSAGE REPEATER IN COLUMN

6'-0" A.F.F., SEE ELECTRICAL

DOCUMENTS

CONC. SLAB-ON-GRADE

(SEE LS-102)

CONC. SLAB-ON-GRADE

(SEE LS-102)

L-2 DETECTABLE WARNING PLATE, 5/LS-302

8'

HARDWARE SET 3.0:

FINISH: SATIN STAINLESS 630/US32D

LEVERS: SCHLAGE "ELAN", CORBIN RUSSWIN "NEWPORT", SARGENT

"CENTRO NJ", YALE "HUDSON UC", STANLEY "SIERRA"

HINGES: 3 PER LEAF, 5 KNUCKLE,

CLOSER: CAST ALUMINUM, OVERHEAD, ADJUSTABLE, FULL COVER,

PARALLEL ARM, HOLD OPEN

LOCKSET DUMMY FAUNCTION

LOCKSET: DEADBOLT, KEY EXTERIOR, THUMB-TURN INTERIOR

SILENCERS: 1 PER LEAF, STYRENE BUTADIENE (SBR), 1/2" DIA. X 1/8"

PROJECTION, ANSI/BHMA 156.16

CMU WALL

S.102

STORAGE

5' -1

0"

'-1 0"

5' -1

0"

'-6

3' -9

3'

-9

5'-10" 11'-10" 5'-10" 23'-6"

31' 3'-9"3'-9"

9" 3'

9" 3'

6" 6"

9"3' 9" 3'

6" 6"

6' -3

8'-9" 8'-9"14'-6"

'-6

8"

5' -1

3' -3

3'-3" 3'-3"

8'

8"

EQ

U

AL

SPEAKERS TYP.

(SEE ELEC. DRAWINGS)EQ

U

AL

R3'

CEILING FAN

MOUNTED FROM

ABOVE (SEE

ELECTRICAL).

ACRYLIC STUCCO FINISH:

SEE SECTIONS, A-121 &

A-122

R8'

A-111

A-121

A-111

A-111

A-122

A-111

CJ CJ

EJ EJ

3'-1"TYP

3'-1

"TYP

COMMITTAL SHELTER C FLOOR

& REFLECTED CEILING PLAN

A-101

C2

CORRIDOR

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

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

© COPYRIGHT 2021, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

BUILDING CODE SUMMARY

COMMITTAL SHELTER

OCCUPANCY CLASS BUSINESS - GROUP B

CONSTRUCTION TYPE: TYPE V - UNSPRINKLED

SQUARE FOOTAGE: GROSS AREA: 1,074 SF

OCCUPANT LOAD: OCCUPANT LOAD - CALCULATED PER FBC TABLE 1004.1.1

OFFICE AREA: 1,074SF/100= 11

TOTAL= 11

LEGEND OF SYMBOLS

ROOM NAME

ROOM NUMBER

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ENLARGED PLAN, DETAIL OR SECTION NUMBER

SHEET WHERE DRAWN

CONTROL JOINT

EXPANSION JOINT

A-202

A2

AA

C100

DOOR

TAG

ROOM NAME REMARKSDOOR

WIDTH HEIGHT THICKNESS MATERIAL FI

RE

R

AT

ED

MATERIAL

FRAME

(2) 3'-0" 7'-0" 1-3/4"

COMMITTAL SHELTER DOOR AND FRAME SCHEDULE

STORAGE ROOM PAIR ADD LOUVERSGAL METAL

HD

W

R

SE

T

EL

EV

AT

IO

N

3.0

FINISH

.GAL MTL

DETAIL

.D15

CJ

EJ

0 2 4 8 16

1 COMMITTAL SHELTER FLOOR PLAN

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

2 COMMITTAL SHELTER REFLECTED CEILING PLAN

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

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PRIME CONSULTANT

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CONSULTANTS

LaneIkeler LCI Florida Sign & Seal

D

C

B

A

1 4

A

D

21 43

1 4

A

D

3'-1" 1' 10'-4" 3'-1"1'

18'-6"

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES THIS SHEET

STRUCTURAL STEEL COLUMN BEYOND

(SEE STRUCT. DWGS FOR SIZE)

ROOF EAVE BELOW (TYP.)

OUTER EDGE OF CLERESTORY

BELOW

UPPER LEVEL ROOF EDGE

1. ROOFING APPLICATION TO COMPLY WITH FLORIDA BUILDING CODE SIXTH

EDITION (2017), FACTORY MUTUAL REQUIREMENTS AND NOA.

2. PENETRATIONS INDICATED ON ROOF PLANS ARE DIAGRAMMATIC AND NOT

INTENDED TO BE ALL INCLUSIVE. GENERAL CONTRACTOR TO COORDINATE

WITH ALL TRADES PRIOR TO INSTALLATION TO FINALIZE LOCATIONS OF ALL

ROOFING PENETRATIONS BY MEP.

3. TYPICAL STANDING SEAM ROOFING DETAILS FOR FLASHING OF WALLS,

OPENINGS, PENETRATIONS AND PIPING ARE SHOWN ON SHEET A-123; FOR

CONDITIONS OTHER THAN SHOWN IN DETAILS, PROVIDE STANDARD

FLASHING PER NRCA MANUAL.

4. BUILDING WALL SECTIONS INDICATING FLASHING AND/OR COUNTER

FLASHING CONDITIONS TO BE COORDINATED WITH THE TYPICAL DETAILS

REFERRED TO IN THE ABOVE PARAGRAPH PRIOR TO CONSTRUCTION.

5. SOILED BACKING TO BE PROVIDED AT ALL COUNTER FLASHING LOCATIONS.

VERIFY WITH ROOFING MANUFACTURER FOR MIN REQUIRED HEIGHT PRIOR

TO BUILDING CONSTRUCTION.

6. ALL PRESSURE TREATED WOOD EDGE BLOCKING ANCHOR BOLTS TO BE NOT

LESS THAN 1/4" IN DIAMETER AND A PENETRATION DEPTH CALCULATED TO

RESIST AN UPLIFT PRESSURE OF 250# AT EDGES AND 300# AT CORNERS.

SPACING OF FASTENERS NOT TO EXCEED 18" O/C.

7. PROVIDE LIGHTING PROVIDE LIGHTNING PROTECTION WHERE REQUIRED

PER SPECS AND TYPICAL DETAILS.

8. PROVIDE REQUIRED EQUIPMENT HURRICANE TIE-DOWNS, REFER TO

MECHANICAL DRAWINGS AND SPECS. PROVIDE PITCH WHERE PLANS

RODS/CABLES PENETRATE ROOFING, PER MANUFACTURER'S STANDARD

DETAILS.

9. MINIMUM METAL ROOF DECK GAUGE AND THICKNESS TO COMPLY WITH

ROOFING NOA REQUIREMENTS.

10. FASTENING OF ROOF METAL DECKING AND SHEATHING TO COMPLY WITH

FBC.

11. STANDING SEAM ROOF (STANDING SEAM METAL ROOF) SYSTEM:

MECHANICAL LOCK PAINTED GALVANIZED STEEL PANEL (w/

HIGH-PERFORMANCE ORGANIC FINISH) OVER APPROVED UNDERLAYMENT,

OVER 19/32" CDX SHEATHING, OVER 1" POLYISOCYANURATE INSULATION,

OVER GALVANIZED 1-1/2" METAL ROOF DECK. SEE ROOFING DETAILS.

TYPICAL.

12. STUCCO FINISH: ACRYLIC OVER 5/8" "AQUA TOUGH" PANEL ON

PRESSURE-TREATED WOOD BLOCKING SECURED TO STEEL COLUMN (TYP.)

13. MATCH EXISTING FINISHES. SUBMIT PRODUCT DATA AND SAMPLES PER

SPECIFICATION SECTION 01 33 23 PRIOR TO ORDERING OR CONSTRUCTION.

GENERAL ROOFING NOTES:

F-3, BENCH: REFER TO

PRODUCT SCHEDULE, A-122

3' 9'

-6

4'-4"

23'-6"

'-6

3' -1

1'

'-4

3'

-1

1'

'-6

11'-2" 8'

2'-8" 3'-5"

22' 2'-8"9" 3'-5"

9"

2' -8

3'

-5

3' -1

1" 2'

-4

2'-10" 2'-10"EQUAL

2' -8

9"

3' -5

2'

-8

3' -5

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES THIS

SHEET

ROOF EAVE BELOW (TYP.)

5' -6

LIGHTNING PROTECTION,

SEE ELECTRICAL

ALUMINUM GUTTER

ALUMINUM GUTTER

4'

'-4

2' -8

3'

-5

9"

11'-2"

EQUAL

'-6

23'-6"

'-6

'-4

30'-4" 4'-3" 4'-3"

4' -3

4'

-3

'-6

4'

-3

4' -3

A-111

9" 9"

9" 9"

9"

9" 9"

9"

EQ.

A-111

A-121

A-111

A-111

A-201

A-102

A-111

A-111

A-111

A-121

A-111

EQ.

ZINC CORNER BEADS (TYP.)

1-1/2" Z FURRING CHANNEL

SECURED TO STEEL COLUMN (TYP.)

STUCCO FINISH:

SEE GENERAL ROOFING NOTES THIS SHEET

STRUCTURAL STEEL COLUMN

(SEE STRUCT. DWGS FOR SIZE)

1-1/2" Z FURRING CHANNEL

SECURED TO STEEL COLUMN (TYP.)

STUCCO FINISH:

SEE GENERAL ROOFING NOTES THIS SHEET

1-1/2" Z FURRING CHANNEL

SECURED TO STEEL COLUMN (TYP.)

STRUCTURAL STEEL COLUMN

(SEE STRUCT. DWG FOR SIZE)

2x PT WOOD BLOCKING

SECURED TO STEEL COLUMN (TYP.)

1-1/2" Z FURRING CHANNEL

SECURED TO STEEL COLUMN (TYP.)

ZINC CORNER BEADS (TYP.)

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES THIS SHEET

UPPER LEVEL ROOF EDGE

BIRD DETERRENT SYSTEM

D

RIDGE

RIDGERIDGE

RI

DG

E

COMMITTAL SHELTER C ROOF

PLAN, FURNITURE &

EQUIPMENT PLAN

A-102

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

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

© COPYRIGHT 2021, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction 0 2 4 8 16

1 COMMITTAL SHELTER LOWER LEVEL ROOF PLAN

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

3 COMMITTAL SHELTER UPPER LEVEL ROOF PLAN

SCALE: 1/4" = 1'-0" 4 ENLARGED LOWER LEVEL ROOF PLAN

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

2 COMMITTAL SHELTER FURNITURE/EQUIPMENT PLAN

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

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RIDGE

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RIDGE

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RIDGE

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RIDGE

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PRIME CONSULTANT

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CONSULTANTS

1 2 3 4

5' -9

'-9

'-6

6' -1

'-9

'-1

0"

4 3 2 1

5' -9

'-9

'-6

6' -1

'-9

'-1

0" 4"

6'

DE

PT

. O

F

VA

S

EA

L

A B C D

ABCD

4" 4" 4"

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES, A-102

COLUMN: WITH SMOOTH STUCCO FINISH

FLASHING TYPICAL

COLUMN: WITH SMOOTH STUCCO FINISH

BENCH (F-3): REFER TO PRODUCT SCHEDULE, A-122

BIER WALL

3-1/2" 12"

18'-10" A.F.F.

T.O. UPPER ROOF H.P.

12'-9" A.F.F.

T.O. LOWER ROOF H.P.

0'-0" F.F.E.

RIDGE CAP, TYP.

STANDING SEAM METAL ROOFING:

SEE GENERAL ROOFING NOTES, A-102

COLUMN: STEEL w/SMOOTH STUCCO

FINISH OVER FRAMING, TYP. (SEE

STRUCTURAL FOR SIZE)

FLASHING TYPICAL

COLUMN: WITH SMOOTH STUCCO FINISH

17'-5-1/2" A.F.F.

T.O. UPPER ROOF H.P.

11'-9" A.F.F.

T.O. LOWER ROOF H.P.

0'-0" F.F.E.

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES, A-102

COLUMN: WITH SMOOTH STUCCO FINISH

FLASHING TYPICAL

COLUMN: WITH SMOOTH STUCCO FINISH

BIER WALL

BENCH (F-3): REFER TO

PRODUCT SCHEDULE, A-122

SIDE A

REAR SIDE

2-1/2" 12"

8'-9" A.F.F.

T.O. LOWER ROOF H.P.

RIDGE CAP, TYP.

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES, A-102

COLUMN: STEEL w/SMOOTH STUCCO

FINISH OVER FRAMING, TYP.

(SEE STRUCTURAL FOR SIZE)

FLASHING TYPICAL

COLUMN: WITH SMOOTH STUCCO

FINISH

BENCH (F-3): REFER TO

PRODUCT SCHEDULE, A-122

BIER WALL

18'-10" A.F.F.

T.O. UPPER ROOF H.P.

12'-9" A.F.F.

T.O. LOWER ROOF H.P.

0'-0" F.F.E.

8'-9" A.F.F.

T.O. LOWER ROOF H.P.

8'-9" A.F.F.

T.O. LOWER ROOF H.P.

18'-10" A.F.F.

T.O. UPPER ROOF H.P.

12'-9" A.F.F.

T.O. LOWER ROOF H.P.

0'-0" F.F.E.

8'-9" A.F.F.

T.O. LOWER ROOF H.P.

3'-0" A.F.F.

T.O. COLUMN BASE

3'-0" A.F.F.

T.O. COLUMN BASE

3'-0" A.F.F.

T.O. COLUMN BASE

3'-0" A.F.F.

T.O. COLUMN BASE

℄6'-0" A.F.F.

CENTER OF SEAL

SEAL. SEE 4/A-121

2-1/2" 12"

LIGHTNING PROTECTION: SEE ELECTRICAL

RIDGE CAP, TYP.

LIGHTNING PROTECTION: SEE ELECTRICAL

RIDGE CAP, TYP.

LIGHTNING PROTECTION: SEE ELECTRICAL

GALVANIZED METAL DOORS AND

FRAMES, SEE DOOR SCHEDULE, A-101

4' A

.F .F

. G

FI

4' A

.F .F

. G

FI GFI DUPLEX RECEPTACLE: WEATHER

PROOF, SEE ES-104

WEATHER PROOF GFI DUPLEX RECEPTACLE, SEE ES-104

4' A

.F .F

LIGHTNING PROTECTION: SEE ELECTRICAL

FIRE EXTINGUISHER: (NIC) LOCATION

3-1/2" 12"

3-1/2" 12"

2-1/2" 12"

A-1228

A-121

SIDE B

SIDE B SIDE A

2-1/2" 12"

3-1/2" 12"

A-121

A-122

FRONT SIDE REAR SIDE

A-121

REAR SIDE FRONT SIDE

A-121

A-121 8

A-121

COMMITTAL SHELTER C

ELEVATIONS

A-111

LEGEND OF SYMBOLS

ROOM NAME

ROOM NUMBER

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ENLARGED PLAN, DETAIL OR SECTION NUMBER

SHEET WHERE DRAWN

A-202 A2

AA

BUILDING CODE SUMMARY

COMMITTAL SHELTER

OCCUPANCY CLASS BUSINESS - GROUP B

CONSTRUCTION TYPE: TYPE V - UNSPRINKLED

SQUARE FOOTAGE: GROSS AREA: 1,074 SF

OCCUPANT LOAD: OCCUPANT LOAD - CALCULATED PER FBC TABLE 1004.1.1

OFFICE AREA: 1,074SF/100= 11

TOTAL= 11

NOTE: MATCH EXISTING FINISHES. SUBMIT PRODUCT DATA AND SAMPLES PER 01 33 23

PRIOR TO ORDERING OR CONSTRUCTION.

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

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

© COPYRIGHT 2021, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction 0 2 4 8 16

1 COMMITTAL SHELTER FRONT ELEVATION

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

3 COMMITTAL SHELTER REAR ELEVATION

SCALE: 1/4" = 1'-0" 4 COMMITTAL SHELTER SIDE B ELEVATION

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

2 COMMITTAL SHELTER SIDE A ELEVATION

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

C2

CORRIDOR

NOTE: MATCH EXISTING FINISHES. SUBMIT PRODUCT DATA AND SAMPLES PER 01 33 23

PRIOR TO ORDERING OR CONSTRUCTION.

NOTE: MATCH EXISTING FINISHES. SUBMIT PRODUCT DATA AND SAMPLES PER 01 33 23

PRIOR TO ORDERING OR CONSTRUCTION.

NOTE: MATCH EXISTING FINISHES. SUBMIT PRODUCT DATA AND SAMPLES PER 01 33 23

PRIOR TO ORDERING OR CONSTRUCTION.

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PRIME CONSULTANT

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CONSULTANTS

'-1

0"

BOTTOM OF BEAM

ELEV. 8'-9"

BOTTOM OF BEAM

ELEV. 11'-6"

BOTTOM OF BEAM

ELEV. 15'-5"

SEE PLAN FOR FOUNDATION SIZE

6' D

EP

T

O F

VA

S

EA

L

7' -5

OPEN

COLUMN: 6" SQUARE

STEEL, SEE STRUCTURAL

BEAM: SEE DETAIL

ROOF STRUCTURE: SEE DETAIL

BASE : 12" SQUARE STEEL, SEE

STRUCTURAL

CONC. PAVING:

SEE DETAIL 2/LS-302

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES, A-102

ROOF STRUCTURE: 8" DEEP

STEEL, SEE STRUCTURAL

STANDING SEAM METAL ROOF: SEE

GENERAL ROOFING NOTES, A-102

FRAMING: 6" METAL, EACH SIDE

OF COLUMN, SEE STRUCTURAL

SHEATHING: 5/8" DENSGLASS

UNDER STUCCO SYSTEM

EQUAL

FAN GUY WIRES: SEE ELECTRICAL

GUY WIRE ATTACHMENT: 1/4" PLATE

PAD EYE

CEILING-MOUNTED FAN: SEE ELECTRICAL

OPENOPEN

CEILING LINE BEYOND

CEILING LINE BEYOND

EQUAL

A-121

A-121

A-122

CEILING LINE BEYOND

3'

3'

6" TUBE

1'-6"

6" TUBE

2' -9

3"

2"

R1"

STANDING SEAM METAL ROOF:

SEE GENERAL ROOFING NOTES, A-102

CONCEALED CLIP FASTENERS

@ 48" O.C. OR PER ROOF

MANUFACTURER STANDARDS

DOWNSPOUT: ALUMINUM, 4"

SEALANT AROUND DOWNSPOUT

5/8" DENSGLASS SHEATHING

UNDER STUCCO SYSTEM

COLUMN: 6" SQUARE

STEEL, SEE STRUCTURAL

BASE 12" SQUARE STEEL,

ANCHORED TO CONCRETE

SLAB, SEE STRUCTURAL

RIGID INSTALLATION

BOTTOM OF BEAM

ELEV. 8'-9"

WATERTABLE / SILL (M-2):

SEE PRODUCT SCHEDULE,

A-122

VENEER (M-2):

SEE PRODUCT SCHEDULE,

A-122

BEAM: 12" DEEP STEEL, SEE

STRUCTURAL

ROOF STRUCTURE: SEE STRUCTURAL

SHEATHING: 5/8" GYP.

FINISH: ACRYLIC STUCCO

2"

A-121

A-122 R1"

VENEER (M-2) OVER GROUT.

SEE PRODUCT SCHEDULE,

A-122

LIMESTONE CAP: TO SLOPE 1-1/2" :

12" DOWN TOWARD BENCHES SIDE

2' -8

1" 11" 6'1"

3'

3"

1" 1"

S-201

R1"

TUBE SEALANT

POP RIVET

RC-11

VERTI-LOK PANEL

BUTYL SEALANT

CLIP

ZC-2

BEAM: 4" SQUARE STEEL

w/ STEEL PLATE, SEE

STRUCTURAL

COLUMN: 6" SQUARE STEEL, SEE

STRUCTURAL

FRAMING:

6" METAL, SEE STRUCTURAL

DOWNSPOUT:

ALUMINUM, 4" SQUARE, SEE ALSO

DETAIL 7 THIS SHEET WHERE NO

GUTTER REQUIRED

VENEER (M-2):

SEE PRODUCT SCHEDULE, A-122

1/2" DENSGLASS1'-6"

1' -6

ZC-2

BUTYL SEALANT

POP RIVET

TUBE SEALANT

EW-4

CF-2

FASTENERS BY OTHERS

TUBE SEALANT

PANCAKE HEAD

METAL SCREW

2" MIN.

HOLES CUT IN CONCRETE OR

SOLID MASONRY AND FILLED

WITH MORTAR IMMEDIATELY

BEFORE SETTING SEAL.

3/8" THREADED STUDS SCREWED

INTO SOLID METAL PORTION ON

BACK OF SEAL. SEAL THEN TO BE

POSITIONED INTO HOLES WHILE

MORTAR IS STILL DAMP.

PROVIDE BRONZE BOLTS FOR

BRONZE SEAL.

EXTERIOR FACE OF CONCRETE

OR SOLID MASONRY WALL.

THREADED STUD SYSTEM AS

DESCRIBED ABOVE

FRONT FACE OF SEAL

SOLID METAL PORTION ON BACK

OF SEAL. DRILL AND TAP FOR

STUDS - 3 LOCATIONS AS

INDICATED ON ELEVATIONS.

VENEER (M-2) OVER GROUT,

SEE PRODUCT SCHEDULE, A-122

COLUMN: 6" SQUARE STEEL, SEE

STRUCTURAL

FRAMING:

6" METAL, SEE STRUCTURAL

VENEER (M-2):

SEE PRODUCT SCHEDULE, A-122

1/2" DENSGLASS1'-6"

1' -6

NOTES:

ROPE BORDER

CONTINUOUS

LOCATION OF SOLID METAL

PORTION ON BACK OF SEAL

1. MATERIAL:

BRONZE; FEDERAL SPECIFICATION QQ-C-535B,

COMPOSITION 2.

2. WORKMANSHIP:

CASTINGS SHALL BE OF UNIFORM QUALITY AND

CONDITION, FREE FROM INJURIOUS BLOWHOLES AND

POROSITY, CRACKS AND OTHER DEFECTS AND NOT

WARPED OR DISTORTED, WELL FINISHED, FREE FROM

BURRS, SHARP EDGES, SCRATCHES AND DEFECTS THAT

MAY AFFECT APPEARANCE OR SERVICEABILITY. CASTINGS

SHALL NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.

3. FINISH:

TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT,

FILED, BELT POLISHED SIDES GROUND SMOOTH, RAISED

SURFACES AND BORDERS, SUCH AS ALL RAISED PORTIONS

OF SEAL, EAGLE, SHIELD, LETTERING, ROPE BORDER ETC.,

TO BE POLISHED AND BUFFED TO A BRIGHT SATIN FINISH,

BACKGROUND TEXTURES TO BE REVERSE MEDIUM PEBBLE

BACKGROUND, FINE PEBBLE BACKGROUND, MOSS AS

CAST, AS INDICATED.

4. COATING:

CHEMICALLY OXIDIZE TO A STATUARY MEDIUM COLOR

AND FINISH WITH ONE COAT OF CLEAR PROTECTIVE

EXTERIOR METAL LACQUER.

5. FASTENERS:

CORROSION RESISTING METAL COMPATIBLE WITH

MATERIAL OF CASTING.

6. 30" DIAMETER

LOCATION OF SOLID METAL

PORTION ON BACK OF SEAL

MEDIUM PEBBLE FINISH - ALL BACKGROUND AREAS

COMMITTAL SHELTER C

BUILDING SECTIONS

A-121

COLUMN SECTION

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

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

© COPYRIGHT 2021, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

2 SECTION @ COLUMN

SCALE: 1-1/2" = 1'-0" 6 @ COLUMN w/ GUTTER

SCALE: 1" = 1'-0"

COLUMN SECTION

7 @ COLUMN w/o GUTTER

SCALE: 1" = 1'-0" 8 RIDGE DETAIL

SCALE: 1-1/2" = 1'-0" 9 ROOFING DETAIL

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

3 SEAL ATTACHMENT

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

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

5 BIER WALL ELEVATIONS

SCALE: 1" = 1'-0"

1 TRANSVERSE SECTION THROUGH BUILDING

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

AutoCAD SHX Text

: 12" SQUARE STEEL, SEE

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12" SQUARE STEEL,

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CONSULTANTS

A D

OPEN

CEILING LINE BEYOND

BIER WALL

VETERANS ADMINISTRATION SEAL

CEILING LINE BEYOND

CEILING LINE BEYOND

OPENOPEN

S-201

A-122

OPEN

1/ 2"

1/

4" 1'

-9

SIMILAR

3'-1"

11 1/4"

12'-9" A.F.F.

T.O. LOWER ROOF H.P.

BEAM: 8" DEEP STEEL, FIELD

WELD TO FRAME, SEE

STRUCTURAL

FRAMING:

6" METAL, SEE STRUCTURAL

1-1/2" Z-FURRING CHANNEL

SECURED TO STEEL STRUCTURE (TYP.)

2-1/2" 12"

PAINT EXPOSED FACES & EDGES OF PLYWOOD TO

MATCH ADJACENT STUCCO

SHEATHING: EXTEND 5/8" DENSGLASS

& STUCCO SYSTEM TO INTERIOR

ROOF STRUCTURE: 8" DEEP STEEL, SEE STRUCTURAL

PAD EYE: FOR GUY WIRES

FAN GUY WIRES

FURRING: 1-1/2" @ 16" O.C.

SHEATHING: 5/8" GYP.

FINISH: ACRYLIC STUCCO

FURRING: 1-1/2" @ 16" O.C.

SHEATHING: 5/8" GYP.

FINISH: ACRYLIC STUCCO

BIRD DETERRANT SYSTEM: SEE DETAIL

THIS SHEET

A-122

A-121

BIRD-DETERRENT SYSTEM:

SHOP-FABRICATED ANODIZED

ALUMINUM, 0.0625" THICKNESS,

LENGTH TO MATCH OPENING IN A

SINGLE PIECE, POWDER-COATED,

MATTE WHITE COLOR. PROVIDE

COLOR SAMPLES OF 5 SHADES IN

THIS COLOR RANGE FOR

SELECTION MY ARCHITECT & COR.

SEAL CONTINUOUSLY BETWEEN

SYSTEM EDGES & ADJACENT

VERTICAL SURFACES w/ CLEAR

SILICONE

EQUAL EQUAL

45°

6" V

.I.

F.

SUPPORT: 2x6

PRESSURE-TREATED WOOD,

SOUTHERN YELLOW PINE,

MECHANICALLY FASTEN TO

FRAMING BELOW, PROVIDE

ALUMINUM MANUFACTURER

RECOMMENDED BARRIER LAYER

IF REQUIRED

BIRD-DETERRENT SYSTEM CLEAT:

MATCH ALUMINUM OF MAIN

PIECE, CONTINUOUS ALONG

LENGTH OF OPENING, TYPICAL

EACH SIDE, MECHANICALLY

ATTACHED TO FRAMING w/ #9 x 1-1/2

6" O

VE

RL

AP

WATERTABLE/SILL: PROFILE SHOWN IS

GENERAL, FINAL PROFILE TO BE PER

MANUFACTURER PRODUCT AS APPROVED BY

ARCHITECT & COR, SEE PRODUCT SCHEDULE,

A-122

ADHERED MANUFACTURED STONE VENEER

SUPPORT ANGLE - INSTALL IF REQUIRED PER

THE STONE MANUFACTURER'S INSTRUCTIONS

ADHERED MANUFACTURED STONE VENEER

(M-2)

FRAMING

SHEATHING

WATERPROOFING LAYERS

FLASHING WITH DRIP EDGE

STUCCO FINISH

MORTAR JOINT PER VENEER MANUFACTURER

STANDARD

SETTING BED, SCRATCH COAT &

WATERPROOFING PER VENEER

MANUFACTURER'S INSTALLATION

REQUIREMENTS

BENCH - F3

8'-11 2"2'-2"

2' -7

1 4"

1' -5

2'-03 8"

(37) STEEL SLATS;

1/4" x 1-1/2" SOLID BAR

1/2" STAINLESS STEEL DROP-IN OR

SLEEVE ANCHOR W/ WASHER &

ACORN NUT; (1) EACH LEG

BENCH - F4

6'-23 4"

1'-101 2"

1' -6

"2' -7

7 8"

2'-11 4"

5/8" DIAMETER SOLID

HORIZONTAL STEEL

RODS

3/8" STAINLESS STEEL

DROP-IN OR SLEEVE

ANCHOR W/ WASHER

& ACORN NUT; (1)

EACH LEG

1-5/16" DIAMETER

STEEL TUBE SUPPORT

1/4" x 1-1/2" SOLID

STEEL BRACING

(BEYOND)

COMMITTAL SHELTER C

BUILDING SECTIONS, AND

ARCHITECTURAL PRODUCT SCHEDULE

A-122

NATIONAL

CEMETERY

ADMINISTRATION

Revisions Date

Drawing Title

Approved:

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

© COPYRIGHT 2021, Walker Federal Services, LLC

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

GRAVESITE EXPANSION

SARASOTA NATIONAL CEMETERY

931-003, -004, -006

BJ, GM BJ, TW

October 14, 2021

100% Construction Documents - Issued for Construction

ITEM MANUFACTURER MODEL SIZE FINISH COLOR REMARKS / OTHER

ADHESIVE CHEMLINK: 269-679-4440 M-1® --- --- LIMESTONE

TEST AND EVALUATE SMALL AREA TO ENSURE ADEQUATE ADHESION AND ANY STAINING

PRIOR TO STARTING A PROJECT. CONTACT TECHNICAL SERVICES FOR SPECIFIC APPLICATION

GUIDELINES AND RECOMMENDATIONS. CAREFULLY GUN THE SEALANT WITH A SMOOTH,

CONTINUOUS BEAD.

M-2 -

CULTURED-STONE

VENEER SYSTEM

CULTURED STONE

PRO-FIT® ALPINE LEDGESTONE ---

SEE SPECIFICATIONS

& REMARKS

ADHERE TO GROUT ONTO CONCRETE OR CMU BACK-UP;

CORNER WRAP PIECES MUST BE USED, NO VERTICAL JOINTS AT OUTSIDE CORNERS;

FINAL COLOR SELECTION TO BE MADE IN FIELD BY COR

WATERTABLE/SILL ROCK FACE 2-1/2" x 18" x 3" SEE REMARKS POSITIVE SLOPE & DRIP EDGE

F-3 - BENCH VICTOR STANLEY;

301-855-8300

STEELSITES™ RB COLLECTION #RB-28 8 FOOT LENGTH

POWDERCOAT

VS-BRONZE ANCHOR EACH LEG W/ STAINLESS STEEL EXPANSION ANCHORS, WASHERS, AND ACORN NUTS PER MFR'S WRITTEN SPECIFICATIONSF-4 - BENCH CLASSIC COLLECTION #CS-138 6 FOOT LENGTH RAL 7042 GRAY

2 BIRD DETERRENT SYSTEM

SCALE: 3" = 1'-0" 7 PRODUCT SCHEDULE

1 SECTION @ OPENING

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

3 LONGINTUDINAL SECTION THROUGH BUILDING

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

4 WATERTABLE/SILL DETAIL

SCALE: 3" = 1'-0"

AutoCAD SHX Text

SSR: SEE GENERAL ROOFING NOTES, A-102A-102

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RIGID INSTALLATION: SEE GENERAL ROOFING NOTES

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SHEATHING: SEE GENERAL ROOFING NOTES

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ROOF DECK: SEE GENERAL ROOFING NOTES

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CONCEALED CLIP FASTENERS @ 48" O.C. OR PER ROOF MANUFACTURER STANDARDS

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LIGHTNING PROTECTION: SEE ELECTRICAL

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