A-Architecture-Part 3.pdf

WIRE HANGER

CEILING

UNDERSIDE OF SLAB

FLOOR

WALL

48" TYP. 8" MAX.

8" MAX 8" MAX

HANGER WIRE

ATTACHED AT STARTING

AND ONE ADJACENT WALL

CLEARANCE AT OPPOSITE

WALLS (NOT ATTACHED)

No.12 GA HANGER WIRE

@ 4' - 0" OC WHERE OCCURS

SPLAY WIRES No.12 GA SPLAY WIRE

BRACING IN LINE W/

RUNNER (TYP)

2" MAX TYP

CROSS TEE

45° MAX

TYP FOR

MAIN RUNNER

W N

S

E

No.12 GA. HANGER WIRE

@ 4' - 0" OC WHERE OCCURS

SPLAY WIRES PARALLEL W/ GROSS RUNNER

No.12 GA. SPLAY WIRE

IN LINE W/ MAIN RUNNER

2" MAX (TYP)

CROSS RUNNER

MAIN RUNNER

METAL CUP OR

SADDLE WIRE TIE

45° MAX

TYP FOR

N

S

EW

NOTE:

1. HANGER WIRES "N" AND "S" ARE IN THE SAME VERTICAL PLANE AS THE MAIN RUNNER. HANGER WIRES "E"

AND "W" ARE IN THE VERTICAL PLANES PERPENDICULAR TO THE MAIN RUNNER

2. CONTRACTOR TO DESIGN AND CONSTRUCT CEILING COMPONENTS TO MEET SEISMIC RESTRAINT

REQUIREMENTS.

TYPICAL CEILING BRACING

RUNNERS AT WALLS

NOTE:

1. MAIN RUNNERS AND CROSS RUNNERS SHALL BE ATTACHED TO THE PERIMETER MEMBERS ON TWO ADJACENT WALLS. A CLEARANCE OF 1/4" IN. SHALL BE MAINTAINED BETWEEN THE MAIN RUNNERS AND THE CROSS RUNNERS

AND THE PERIMETER MEMBERS ON THE TWO REMAINING WALLS

2. LIGHTING FIXTURES, SPRINKLER HEADS, AND AIR TERMINALS (DIFFUSERS AND DUCTED GRILLES) SHALL BE INDEPENDENTLY SUPPORTED FROM THE STRUCTURE ABOVE. SMOKE DETECTORS, SPEAKERS, AND ITEMS WEIGHING LESS THAN 20 LBS. SHALL BE DIRECTLY SECURED TO THE CEILING SUSPENSION SYSTEM, OR

INDEPENDENTLY SUPPORTED FROM STRUCTURE ABOVE.

3. WIRES SHALL BE ATTACHED TO SUSPENDED MEMBERS WITH A MINIMUM OF THREE TURNS.

4. VERTICAL STRUT SHALL BE INSTALLED AT EACH SET OF SPLAY WIRES - 200 POUND DESIGN FORCE.

PROVIDE CONTINUOUS METAL

RUNNER @ WALL

1 1/2" METAL CHANNELS @ 4'-0" O.C.

7/8" HAT CHANNELS @ 16" O.C.

-WIRE TIE TO METAL STUDS

5/8" GYP. BD. TYP. (MR AT TOILET ROOMS)

METAL J-BEAD / SPACKLE SMOOTH

SEALANT & BACKER ROD

PARTITION AS SCHEDULED

3/8"

2' - 0" (MAX)

UNDERSIDE OF STRUCTURE

CLIP ANGLE SECURED TO

STRUCTURE

1/4" DIA RODS @ 4' - 0" OC

(BOTH DIRECTIONS)

CLIP SUPPORT

1 1/2" BLACK IRON CHANNELS

@ 4' - 0" OC

BSA CLIP

BEVELED TEGULAR ACOUTICAL

PANEL - SEE FINISH PLAN

BEVELED TEGULAR CUT PANEL AT ALL

NON-FULL PANELS, MFG. PAINT ALL

CUTS. TEG TABS ARE NOT ACCEPTABLE

CONTINUOUS REVEAL WALL

ANGLE

2' - 0" (MAX)

UNDERSIDE OF STRUCTURE

CLIP ANGLE SECURED TO STRUCTURE

1/4" DIA RODS @ 4' - 0" OC

(BOTH DIRECTIONS)

CLIP SUPPORT

MAIN CHANNELS @ 4' - 0" OC

7/8" HAT CHANNELS @ 16" OC

5/8" GYP BD CEILING

(MR TYPE AT TOILET

ROOMS)

TYP

A-AE502

E9

2'-0"

ELEVATION SECTION

INSULATED ROOF

ACCESS HATCH

1'- 0"

TY

P

A-AE502

C4

OSHA COMPLIANT

WALL-MOUNTED LADDER

NOTE: LADDER SHALL BE

PRIMED AND PAINTED

FEDERAL SAFETY YELLOW

LADDER ASSIST POST

STEEL BRACKETS WITH EXP

BOLTS INTO FULLY GROUTED

CMU. EXP BOLT SIZE BY

DELEGATED DESIGN.

ROOF HATCH SAFETY

RAILING SYSTEM

DU

CT

*CONTRACTOR TO FIELD

VERIFY ROOF INSULATION

THICKNESS AND ADD TO 12"

ABOVE FINISHED ROOF

REQUIREMENT FOR

OVERALL EQUIPMENT

CURB SUPPORT HEIGHT

PACK ANNULAR SPACE WITH

UN-FACED MINERAL WOOL

INSULATION (ALL SIDES)

PRE MANUF INSULATED

EQUIPMENT SUPPORT CURB; SEE

SPEC. 07 72 00 FOR REQUIREMENTS &

COORD. WITH MECHANICAL DWGS.

EXISTING BALLASTED ROOF SYSTEM

EXISTING THERMAL

INSULATION

EXISTING ROOF

STRUCTURE

CANT

FILL VOID WITH RIGID

INSULATION TO MATCH

EXISTING

DETAIL STRIP EXTENDED 8" MIN. VERTICAL

AND 18" MIN. ONTO FIELD OR EXISTING

ROOF. ADHERE TO ROOF CURB IN A CONT.

BED OF BITUMINOUS MASTIC

NEW ROOFING MEMBRANE TO

MATCH EXISTING, EXTEND 24" MIN.

ONTO FIELD

OF EXISTING ROOF (ALL SIDES)

SFRM ON STL FRAMING TO

OBTAIN 2 HOUR RATING

EXHAUST FAN - PER

MECHANICAL

VIBRATION ISOLATOR (WHERE

SPECIFIED BY MECH.)

PRESSURE TREATED WOOD NAILER

SECURELY FASTEN VIBRATION

ISOLATOR

TO WOOD NAILER WITH S/S FASTNERS

DAMPER PER MECHANICAL

SEALANT

18 GAUGE GALVANIZED

STEEL COUNTER FLASHING

NT

S)

A

BO

VE

F

IN

IS

HE

D

RO

OF

DU

CT

ANCHOR SUPPORT TO DECK

REFER TO STRUCTURAL FOR

OPENING STEEL FRAMING AND

CONNECTION REQUIREMENTS.

18 GAUGE GALVANIZED

STEEL FLASHING

SEALANT

SSTL SCREW WITH EPDM WASHER AT 12" 0.C. MAX.

*CONTRACTOR TO FIELD

VERIFY ROOF ASSEMBLY

TYPE / CONSTRUCTION

BEFORE MODIFICATIONS

TO EXISTING ROOF

ASSEMBLY. IF CONDITIONS

VARY FROM WHAT IS

SHOWN; INFORM RESIDENT

ENGINEER FOR DIRECTION.

HD GALV. STL BAR GRATE TREAD

W/ TRACTION NOSING EDGE

STEEL STRINGER EXPANSION

BOLTED TO LANDING

" STEEL KICK PLATE

STEEL STRINGER EXPANSION

BOLTED TO FACE OF LOADING

DOCK PLATFORM. EXP BOLT SIZE

BY DELEGATED DESIGN

5 E

QU

AL

R

IS

ER

S (7

" M

AX

11"TREAD1"

2'-

"T

YP

6"

FACE OF LOADING DOCK

1'- 0"

1"

NOTE:

1) ALL STEEL SHALL BE HD GALVANIZED AND PAINTED P6. (EXCLUDE PAINT AT BAR GRATE TREADS)

2) STAIR IS A DELEGATED DESIGN; REFER TO SPECIFICATION SECTION 05 51 00 FOR REQUIREMENTS.

TYP

A8

A-AE502

ALIGN

EXPANSION BOLT SCREWS

PER MANUFACTURER

1 1/2" O.D. DIAMETER PAINTED

HANDRAIL IN SEATED

CONNECTION TO STL. ROD

SUPPORT BRACKET

R

" 2 1 4"3 8"

NOTE: DESIGN BY

HANDRAIL

MANUFACTURER

4'- 0"

3'- 0"

6"

CONCRETE FILLED BOLLARD

6" 6"

2'-0"

COMPRESSIBLE FILLER STRIP

W/ SEALANT

CONCRETE FOOTING

CONTINUOUSLY SHOP

WELDED STEEL CAP

HD GALV. 6" DIA.

STEEL PIPE

SLOPE CONCRETE AT BASE

PAINT AS NOTED

BELOW

PAVMENT, TYP

SEALANT

NOTES: HD GALV. POST BARRICADES SHALL BE PAINTED WITH ONE COAT OF

GALVANIZED PRIMER AND TWO COATS OF FLAT BLACK ENAMEL PER

SPECIFICATIONS. STRIPES CONSISTING OF 4" BANDS OF YELLOW

REFLECTORIZED TAPE SHALL BE APPLIED CONTINUOUSLY UP THE POST.

COMPACTED GRANULAR

FILL 8"

M

IN

. STEEL ANGLES 5"x3"x12" (12 GA) @ 24" OC

2 POWDER ACTUATED

FASTENERS 0.157 x 1"

MINERAL WOOL FORMING MATERIAL

FIRE STOP SPRAY

CUT TOP COURSE AS REQUIRED

LADDER EXPANSION BOLTED TO PARTITION INTO

FULLY GROUTED CELL (SEE PLANS FOR PARTITION

TYPE)

FRAME CURB WITH INSULATION

LOCK STRIKE AND PADLOCK HASP

EXISTING BALLASTED ROOF SYSTEM

FLASHING INCLUDED WITH ROOF

HATCH

EXISTING THERMAL INSULATION

SEALANT

CANT

NEW ROOFING MEMBRANE EXTEND 24" MIN.

ONTO FIELD OF EXISTING ROOF (ALL SIDES)

DETAIL STRIP EXTEND 8" MIN. VERTICAL AND

18" MIN. ONTO FIELD OF EXISTING ROOF

" M

IN

7" MIN.

LADDER ASSIST POST

*CONTRACTOR TO FIELD

VERIFY ROOF INSULATION

THICKNESS AND ADD TO 12"

ABOVE FINISHED ROOF

REQUIREMENT FOR OVERALL

ROOF HATCH CURB HEIGHT

EXISTING CMU WALL

ROOF HATCH SAFETY

RAILING SYSTEM

HINGED DOOR ELECTRICAL

PULL-BOX; PAINT ALL EXPOSED

SURFACES P-1 (SG)

FRT WOOD

BLOCKING (CONT)

CAULK

PRE-FINISHED

WHITE BRAKE

METAL TRIM TO

MATCH CEILING

GRID

8" GWB ON 3 58"

METAL STUDS AT

16" OC TO DECK

ABOVE. PAINT

GWB P-1

SCHEDULED ACT

SHADOW MOLDING

LINE OF GWB BEYOND

FIN CLG

AS SCHEDULED

TO BE COORDINATED WITH

FINAL PULL BOX SIZE

STAINLESS STEEL PIANO

HINGE

RECESSED ALUM COVER

/ FLOOR ACCESS DOOR

WITH CONCRETE FILL **

REMOVABLE COVER

PLUG AND KEY WRENCH

HOLD OPEN / SELF CLOSING

PNEUMATIC CYLINDER

ALUMINUM CHANNEL W/

ANCHOR FLANGE

CONCRETE COLLAR - SEE

STRUCTURALDWGS.FOR

REQUIREMENTS 9

16" THICK MIN. INTUMESCENT

MASTIC FIRE PROOF COATING

ALL AROUND CONCRETE

COLLAR

SLAM LOCK W/ CABLE AND PULL

HANDLE

2 HR RATED SLAB - SEE STRUCTURAL

FOR SLAB / OPENING MODIFICATIONS

** NOTE: FLOOR ACCESS DOOR

SHALL HAVE A 2 HR FIRE RATING.

30" x 30" FRAME OPENING4" 4"

2'-

AF

F

1'-0"

11"

TYP

A8

A-AE502

EXISTING

CONCRETE

STAIR

12"

WHERE HANDRAIL CAN

NOT BE SECURED TO

WALL, RETURN HANDRAIL

TO FLOOR. SET HANDRAIL

IN SLEEVE AND

NON-SHRINK GROUT

6"

NOTE:

1. STEEL HANDRAIL - EXTERIOR COMPONENTS

SHALL BE HD GALVANIZED AND PAINTED P-6.

2. STEEL HANDRAILS - INTERIOR COMPONENTS

SHALL BE SHOP PRIMED AND PAINTED P-4.

HANDRAIL

BRACKET

SECURED TO

WALL (TYP)

SIM

A-AE502

A9

SIM

A-AE502

A9

1 1/2" O.D. DIAMETER PAINTED

HANDRAIL EXPANSION BOLTED TO

EXISTING LOADING DOCK CONC.

OR THROUGH SCREW SECURED TO

METAL PANEL WITH A BACKING

PLATE.

2'-

1'-11"

1'-0"

1'-0"

1'- 0"

EXISTING TO

REMAIN

ANTI-SLIP

TREAD

NOSING, TYP. EXISTING

CONCRETE

STAIR

SET HANDRAIL IN CORE

DRILLED HOLE WITH

NON-SHRINK GROUT

6"

1 12" DIA. STL PIPE HANDRAIL

PAINTED P-4.

1 1/2" O.D. DIAMETER PAINTED

EXP. BOLT SCREWS

PAINTED STEEL TUBE WITH PAINTED

ELBOW BRACKET ASSEMBLY

2 14" 1 12"

NOTE: REFER TO A9 / A-AE502 FOR TYPICAL

HANDRAIL PLAN AT END.

HANDRAIL RETURN BEYOND

NOTE: DESIGN BY HANDRAIL

MANUFACTURER

3" = 1'-0"F6 SUSPENDED CEILING RESTRAINT

6" = 1'-0"E9 GYPSUM BOARD CEILING DETAIL AT WALL

1 1/2" = 1'-0"C6 TYP ACOUSTIC CEILING DETAIL

1 1/2" = 1'-0"A6 TYP GYP BD HUNG CEILING DETAIL

0 6" 1'-0" 1'-6"

0 1" 2" 4"

0 6" 1'-0" 1'-6"

1/2" = 1'-0"C2 ROOF ACCESS LADDER

3" = 1'-0"F3 ROOF CURB DETAIL AT MECHANICAL DUCT

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

1" = 1'-0"C8 STAIR DETAIL

A8 HANDRAIL DETAIL AT WALL

0 6" 1'-0" 1'-6"

0 6" 1'-0" 1'-6"

3/4" = 1'-0"C1 TYPICAL BOLLARD DETAIL

0 1'-0" 2'-0" 3'-0"

0 1'-0" 2'-0" 4'-0" 1 1/2" = 1'-0"C4 ROOF ACCESS HATCH DETAIL

0 6" 1'-0" 1'-6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

A-AE502

DETAILS - 2

DZ JH / DZ

3" = 1'-0"F5 DETAIL - ELECTRIC PULL BOX - CEILING

0 3" 6" 9"

1 1/2" = 1'-0"E5 FLOOR ACCESS DOOR DETAIL

0 6" 1'-0" 1'-6"

1" = 1'-0"F1 EXTERIOR / INTERIOR HANDRAIL DETAIL

0 6" 1'-0" 1'-6"

E1 CENTER HANDRAIL DETAIL

1 1/2" = 1'-0"A9 HANDRAIL PLAN DETAIL

3" = 1'-0"

0 3" 6" 9"

1" = 1'-0" 0 6" 1'-0" 1'-6"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text + 23'-0"

AutoCAD SHX Text

1ST FLOOR

AutoCAD SHX Text + 8'-0"

AutoCAD SHX Text

GRD FLOOR

AutoCAD SHX Text 70°

AutoCAD SHX Text

EXIST. STORAGE AREA

john.haselby Stamp

NEW CONCRETE

SHIM LEVEL AND PACK WITH 1-1/2"

THK MAX. NON-SHRINK GROUT

ADJUST IN FIELD AS REQUIRED

4" X 12" X 3/4" THK BASE PLATE WITH 4

1/2" DIA EXPANSION ANCHORS, WITH

3-1/2" EMBEDMENT

C10 X 15.3

GRATING WITH 1-1/4" X 1/8" BEARING BARS

SPACED 7/16" O.C. MIN. 0.90 COEFFICIENT

OF FRICTION SLIP RESISTANT FINISH.

3/8" THK STIFF PLATE

L3X3X1/4" X 3" LONG WITH 1/2" DIA.

EXPN ANCHORS EACH STRINGER,

INSIDE FACE (3-1/2" EMBEDMENT) 3 SIDES

TYP.

2'-0"3'-7"

6"

/2"

MA

X.

10"

EQ

7" M

AX

EQ

EQ

EQ

1-1/2" DIA. PIPE RAIL & POSTS

GALV. STEEL.

4" HIGH TOE KICK

2'-

4"

FI

EL

D

VE

RI

FY

NOTES:

1) ALL STEEL TO BE GALVANIZED AND PAINTED.

2) FULL DEPTH SHEAR CONNECTIONS USING 3/4" DIA MIN. BOLTS, TYP.

3) STAIR IS A DELEGATED DESIGN; SEE SPECIFICATION SECTION 05 51 00 FOR REQUIREMENTS.

4" 4" 4" 2"

TYP.

HSS 4 X 2 X 3/16

(FY = 46 KSI)

3'-

6" 1/2" MAXIMUM BETWEEN EXTERIOR DOOR

THRESHOLD AND TOP OF GRATING.

11"

TYP.

1"

STEEL KICK PLATE

STAIR TREADS TO MATCH

PLATFORM GRATING

GROUND FLOOR

GRADE

2"

3'- 6"

8" O.D. STEEL PICKET (EQUAL SPACE MAX

CLEAR BETWEEN PICKETS 3 15

16"). COPE TO

T/B RAILS / WELD

3'- 6"

2'-

1'-0"

11"12"

2'-

0"19" MAX

19" MAX

4x4x3/8" STEEL ANGLE

NOTE : INSTALL FRAME PRIOR TO CUTTING FLOOR / ROOF OPENING.

PROVIDE STL FRAME AROUND

OPENINGS AND AT LOCATIONS OF

ROOF CURBS SUPPORTING

EQUIPMENT; APPLY SFRM TO STL

FOR A 2 HR RATING. SEE

STRUCTURAL FOR MEMBER SIZES

L 6X4X3/8" (LLV) WITH

2 - 3/4"Ø A325-N BOLTS IN

HORIZONTAL SLOTTED

HOLES, TYP

1/4

TYP.

COORDINATE WITH

MECHANICAL CONTRACTORS INSULATED ROOF CURB - PROVIDE

TIE-IN INTERFACE / REPAIR TO

EXISTING ROOF ASSEMBLY

FOR SIZE AND LOCATION

EXISTING BEAM

ENCASED IN

CONCRETE

EXISTING BEAM ENCASED

IN CONCRETE CHIP AS

REQUIRED TO EXPOSE FOR

CONNECTION

EXISTING ROOF

A-AE502

F3

3'- 6"

3/4

CAP PLATE STEEL

" NOMINAL DIAMETER SCHEDULE 80 STEEL

PIPE POST WELDED TO BASE PLATE

8"x8"x

" THICK STEEL BASE PLATE WITH

CHAMFERED EDGES. BASE PLATE TO BE

INSTALLED OVER WIRE MESH PARTITION BASE

PLATE

(4)

" DIAM. EXPANSION BOLTS WITH 4"

MINIMUM EMBEDMENT

EXISTING CONCRETE

SLAB

NON SHRINK GROUT

4" OD

NOTE: GUARD POST AND BASE PLATE

SHALL BE PAINTED FEDERAL SAFETY

YELLOW

LINE OF OPENING BEYOND

PALLET JACK (NIC)

6"x6"x3

8" STEEL ANGLE EXPANSION

BOLTED TO FLOOR AT 12" O.C.

PAINT SAFETY YELLOW

WALL GUARD CRASH RAIL

9"

3"

LINE OF IMPACT FLOOR RAIL

BEYOND. PROVIDE MITERED

CORNERS AND RETURN TO

WALL

2" DIA. EXP BOLTS AT 12" O.C.

(MIN 4" EMBEDMENT)

EXISTING EXTERIOR WALL

" GWB ON 3

" METAL

STUD FRAMING PAINT P-1

WINDOW SHADE WITH BRACKET

SCHEDULED WINDOW

ACT REVEAL WALL

ANGLE

KICKER @ 4'-0" OC TO

DECK ABOVE

T

O

SE

E

PL

AN

+/- 10"

LINE OF

COLUMN

BEYOND

EXISTING WALL

2" DIA. HD GALV STEEL REMOVABLE

PIPE GUARDRAIL - PTD (48" HIGH)

PROVIDE MIN. 6" EMBEDMENT INTO

HD GALV STL SLEEVE

DOUBLE ACTING SAFETY

DOOR / GATE

SLAB TO UNDERSIDE OF STRUCTURE

6"x4"x3

8" H.D. GALVANIZED STEEL TUBE

WELDED TO 8"x10"x1

4" STEEL PLATE

EXPANSION BOLTED TO SLAB. PAINT STEEL

BLACK.

LIMITING POST (EACH SIDE)

EXISTING WALL

SCHEDULED WINDOW

3"

8" 3'-

6" 1"

- 1

'-4 3 4"

3"

- 5

'-1 0 3 4"

(V

IF

F5

A-AI201

1 12" O STEEL PIPE TOP RAIL (COPE

TO POST / WELD)

WEEP

8" O.D. STEEL PICKET (EQUAL SPACE MAX

CLEAR BETWEEN PICKETS 3 15

16"). COPE TO

T/B RAILS / WELD

WEEP

1 12" O STEEL PIPE BOTTOM RAIL

(COPE TO POST / WELD)

1 12" O POST AT 4'-0" O.C. MAX.

CORE DRILL

NON SHRINK / NON METALLIC

GROUT

EXISTING CONCRETE WALL.

INFILL GROUT SOLID ALL

UNUSED PREVIOUS CORE

DRILLS

3 15 16

3'- 6"

3"

MIN

3"

MIN

2 1/2"

1 2" 5 1

/2"

NOTE: ALL STEEL SHALL BE H.D.

GALVANIZED AFTER FABRICATION

AND PAINTED P-5

POST

EXISTING

CONCRETE SLAB

9" X 9" X 1/2" THICK

BASE PLATE. PAINT P-4

1/4

1" + NON-SHRINK GROUT

1" TYP

1/2" Ø EXPANSION ANCHORS, WITH 4"

MIN EMBEDMENT. TOTAL 4 BOLTS

FACE OF EXISTING

PARTITON (WHEN

OCCURRING)

4" TYP

3"O SCHEDULE 40

PIPE. PAINTED P-4

TOP OF STEEL

W 10 X 12 @

PERIMETER (TYP)

3/8" THK PL TYPICAL

3/16

WP

TYP

(2) 3 X 3 1/4" ANGLES

DIAGONAL BRACE, TYPICAL,

EACH CORNER OF PLATFORM

3'-0" TYP

A-AE503

A93" Ø SCHEDULE 40 PIPE

TYP

3/16

5/16 3 X 3 X 1/4" ANGLE

3/8" THK PLATE

D7

A-AE503

GRATING BEARING BAR SPAN

1'- 6"

EA

CH

C

OR

NE

R

W 8 X 10

@ 36" OC

NOTE: FULL DEPTH SHEAR CONNECTION

USING 3/4" DIA. MIN. A325-N BOLTS, TYP.

AE503

C9

STEEL PIPE GUARDRAIL (WHERE

SCHEDULED)

OPEN GRATING (FIBERGLASS

REINFORCED POLYMER AT

ELECTRIC CLOSETS)

NOTE: ALL STEEL SHALL BE

PAINTED P-4. STEEL SHALL BE

PAINTED PRIOR TO

INSTALLATION OF GRATING

2'- 0"

3'- 6"

5'-0" MAX. 5'-0" MAX.

A-AE503

C9

D5

A-AE503

3'- 6"

RAILING BRACKET

FINISHED FLOOR

STEEL BEAM

FRP GRATING

1 14" DIA. STEEL PIPE

GUARDRAIL

2'- 0"

NOTE: ALL STEEL

SHALL BE PAINTED P-4

" M

AX

" M

AX

1 1/4" DIA. SCHEDULE

80 PIPE POST

FRP GRATING. SEE

SPECS.

3/16

3/8" THICK BENT PLATE

1/2"TYP

5 1 /2"

2"

3/8" THICK STIFFENER

STEEL BEAM

NOTE: PAINT ALL STEEL P-4

PRIOR TO INSTALLATION OF

GRATING

EXISTING FLOOR

SLAB

OPEN GRATING ( FIBERGLASS

REINFORCED POLYMER

AT ELEC CLOSETS)

12" TREADS

1'- 9"

BEAM

3'- 6"

D5

A-AE503

2'- 0"

3" X 3" X 1/4" X 6" ANGLE WITH 1/2" DIA. EXPANSION

ANCHOR W/ 3" MIN EMBEDMENT(EACH STRINGER, IN SIDE FACE)

MI

N

12"

LINE OF PLATFORM

BEYOND

LINE OF GUARDRAIL

BEYOND (WHERE

SCHEDULED)

11" 12"

4 E Q.

R

IS

ER

S

6"

1"

NOTE:

1) ALL STEEL SHALL BE PAINTED P-4.

2) STAIR IS A DELEGATED DESIGN; SEE SPECIFICATION SECTION 05 51 00 FOR REQUIREMENTS.

2'-

2'-

3'- 6"

2'-

11"

" M

AX

" M

AX

" M

AX

" M

AX

EXISTING CONCRETE

SLAB ON GRADE

APPLY BONDING AGENT

BEFORE POURING NEW

CONCRETE

NEW CONCRETE INFILL SLAB

(6" MIN. THICKNESS) f'c = 5,000

PSI @ 28 DAYS, FINISH TO

MATCH EXISTING SLAB

SAWCUT EXISTING

SLAB AND EXCAVATE

TO INSTALL NEW PIPE

EXISTING CONCRETE

SLAB ON GRADE

#3 @ 24" OC DOWELS

STAGGERED, DRILL AND

INSTALL USING ADHESIVE

ANCHORING SYSTEM

NEW UTILITY PIPE,

REFER TO PLUMBING

DRAWINGS 1

4 1/2"

EXISTING CONCRETE

SLAB ON GRADE

APPLY BONDING AGENT

BEFORE POURING NEW

CONCRETE

NEW CONCRETE INFILL SLAB

(6" MIN. THICKNESS) f'c = 4,000

PSI @ 28 DAYS, FINISH TO

MATCH EXISTING SLAB

SAWCUT EXISTING

SLAB AND EXCAVATE

TO INSTALL NEW PIPE

EXISTING CONCRETE

SLAB ON GRADE

#3 @ 24" OC DOWELS

STAGGERED, DRILL AND

INSTALL USING ADHESIVE

ANCHORING SYSTEM

NEW FLOOR BOX,

REFER TO ELEC

DRAWINGS

4 1/2"

TYPE B

13'-9" OUT TO OUT OF BASE PLATES

BOLLARD AFOREBOLLARD AFORE

3'- 6"

9'- 8"

C

LE

AR

* VERIFY EXISTING OVERHEAD CLEARANCES FOR NO INTERFERENCE BEFORE FABRICATION

TYPE A

11'-9" OUT TO OUT OF BASE PLATES

BOLLARD AFOREBOLLARD AFORE

3'- 6"

8'- 8"

C

LE

AR

CMU BOND BEAM. SEE

F4/A-AE603

8" GWB CEILING ON

METAL FRAMING -

PAINTED

FIRE STANDPIPE WITH FIRE HOSE

CONNECTION. SEE FIRE

PROTECTION FOR LOCATION AND

HOSE CONNECTION

REQUIREMENTS.

HM DOOR AND FRAME AS

SCHEDULED

WALL MOUNTED FIRE

EXTINGUISHER

SCHEDULED PARTITION

SCHEDULED FLOOR AND

BASE FINISHES

4"x3"x1

2" LLH STEEL ANGLE WITH

MINIMUM OF (2) 12" DIA. STUD ANCHORS.

ANGLE SHALL BE SET FLUSH

HORIZONTAL INTO SLAB, AND EXTEND 12"

BEYOND FACE OF SLAB. COPE / EXTEND

VERTICAL LEG OF ANGLE 2" BEYOND

FACE OF SLAB FOR TERMINATION

INTERFACE WITH DOOR FRAME (EACH

SIDE). PAINT ANGLE TO MATCH DOOR

FRAME.

REINFORCED CONCRETE BASE

EXISTING CONCRETE SLAB

WELDED WIRE FABRIC

#4 CONT.

#4 EPOXY DOWEL @ 12" O.C.

WITH 4" EMBEDMENT

T/O SLAB

8" 6'-

8"

FIN CLG

8" 2"

1/2"

SCHEDULED PARTITION

HM FRAME; SEE DETAIL F1 / A-AE601

0 1'-0" 2'-0" 3'-0"

3/4" = 1'-0"A1 TYPICAL EXTERIOR STAIR DETAIL

1" = 1'-0"A5 TYPICAL OPENING AND EQUIPMENT SUPPORT FRAMING DETAIL

0 6" 1'-0" 2'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

A-AE503

DETAILS - 3

DZ JH / DZ

1 1/2" = 1'-0"D3 GUARD POST DETAIL

0 6" 1'-0" 1'-6"

1" = 1'-0"C5 IMPACT FLOOR RAIL DETAIL

0 6" 1'-0" 2'-0"

1 1/2" = 1'-0"D1 SHADE POCKET DETAIL

0 6" 1'-0" 1'-6"

0 1'-0" 2'-0" 3'-0"

3/4" = 1'-0"F1 DOUBLE - ACTING SAFETY DOOR GATE

3" = 1'-0"F4 DETAIL - GUARD RAIL

0 3" 6" 9"

0 1'-0" 2'-0" 3'-0" 3/4" = 1'-0"A9 DETAIL - PLATFORM POST BASE CONNECTION

1 1/2" = 1'-0"C9 DETAIL - PLATFORM RAILING BRACKET

0 6" 1'-0" 1'-6"

0 1'-0" 2'-0" 3'-0" 3/4" = 1'-0"F7 SECTION - PLATFORM STAIR

0 1'-0" 2'-0" 3'-0" 3/4" = 1'-0"D7 DETAIL - PARTIAL RAILING ELEVATION

D5 DETAIL - PLATFORM SECTION AT POST

1" = 1'-0"A7 UNDERSLAB PIPING DETAIL

0 6" 1'-0" 2'-0"

1" = 1'-0"C7 UNDERSLAB FLOOR BOX DETAIL

0 6" 1'-0" 2'-0"

0 2'-0" 4'-0" 8'-0" 1/4" = 1'-0"F5 DOCK GATE ELEVATIONS

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

0 1'-0" 2'-0" 3'-0" 3/4" = 1'-0"F9 SECTION - FIRE PROTECTION NICHE

6" CMU WITH VP-3 PLASTER

FINISH / P-1 PAINT - EACH SIDE

S

S

S

S

S S

S

S

UNDERSIDE OF STRUCTURE

LINE OF SMOKE BARRIER "S"

EXISTING CMU WALL - DEMO PER PLANS.

SEAL ALL THROUGH-WALL PENETRATIONS -

BOTH SIDES OF WALL

6"x3 12"x3

8" STEEL ANGLE

LINTEL WITH 6" BEARING

EACH SIDE 1

2" GWB ON LIGHT GAUGE

FRAMING. SEAL TERMINATION

TIGHT AT CMU TO FORM

SMOKE BARRIER. PAINT P-1

(EGGSHELL).

SCHEDULED DOOR AND FRAME

WITH ADO

CORNER GUARD

TERRAZZO BASE / FLOOR

EXTENSION INTO RECESSED

DOOR ENTRY

SCHEDULED BASE / FINISHES

EXISTING ACT CEILING

ASSEMBLY. MODIFY /

REPAIR AS REQUIRED.

8'- 0"

VP-3 PLASTER FINISH AND P-1

PAINT - EACH SIDE.

LINTEL SEE F4/A-AE603

HM FRAME HEAD; SEE F1/A-AE601

6" 3" 3"

S.S. FASTENERS WITH

NEOPRENE GASKET @ 12" O.C.

ROOF ASSEMBLY

(MATCH EXISTING)

2 PLIES COVER STRIP

CANT STRIP

8" (M

IN

INSULATED ROOF CURB

ABS COVER

INSULATED PREFABRICATED

ROOF CURB WITH CANT (ALL

SIDES)

MECHANICAL PIPE OR ELECTRICAL

CONDUIT THROUGH ROOF

2"

STEPPED RUBBER BOOT SEALED TO COVER

STAINLESS STEEL DRAWBAND

CORE DRILL EXISTING SLAB

2 HOUR RATED FIRESTOP

PENETRATION ASSEMBLY

CAP

SAFETY DISCONNECT, SEE

ELECTRICAL

STRUT CHANNEL CROSS BRACE

W/ HOLES WELDED TO 6" LENGTH

OF 2" x 2" SQUARE TUBE

BOLT (PER MFG.)

STRUT CHANNEL UPRIGHT

W/ HOLES

1 3/4" ROUND BAR WELDED

TO PLATE AND PLUG

WELDED

TO STL UPRIGHT

GFCI RECEPTACLE IN

WEATHERPROOF ENCLOSURE.

SECURE TO VERTICAL STRUT

CHANNEL CROSS BARCE; SEE

ELECTRICAL

CONDUIT. SEE ELECTRICAL

EXTEND CONDUITS TO PIPE

PORTAL FLASHING SYSTEM.

1'- 4"

1'- 8"

C6

C-AE504

8" DIA x 1/4" THICK STL PLATE W/

EXP BOLTS

CONCRETE ROOF SLAB

1/2" EXPANSION ANCHORS WITH 4"

MIN EMBED

GALVANIZED CONDUIT SUPPORT /

STRAP ANCHOR PER ELECTRICAL

PRESSURE TREATED WOOD

NAILERS NAILED TOGETHER

AND SECURED TO ROOF DECK

VERTICAL AND DIAGONAL STEEL

ROOF MOUNTING MEMBER

PENETRATION ROOF.

(CLEANED AND PREPPED)

NEW OR EXISTING ROOF DECK

2 PLY SBS ROOFING

ASSEMBLY

POLYURETHANE - BITUMEN FINISH

COAT WITH BROADCAST MINERAL

GRANULES

8"

MI

N.

REINFORCING FABRIC SET IN

POLYURETHANE BITUMEN

LIQUID

8" MIN.

STL PLATE SECURED TO

DECK WITH EXP BOLTS

NOTE: FLASHING DETAIL TO

CONFORM TO ROOFING

MANUFACTURER'S REQUIREMENTS

1/2" EXPANSION ANCHORS WITH 4"

MIN EMBED

FREE STANDING ROOF EDGE PROTECTION,

(KEEGUARD OR APPROVED EQUAL.)

(PROVIDE AND INSTALL ROOF EDGE FALL

PROTECTION SYSTEM INCLUDING PIPE

RAILINGS, UPRIGHTS, BASES,

COUNTERWEIGHTS, FITTINGS AND DELIVERY

TO THE SITE. MATERIALS SHALL BE

GALVANIZED WITH POWDER COAT FINISH

TO THE REQUIREMENTS OF THE ASTM 53.

FITTINGS SHALL BE GALVANIZED WITH

POWDER COAT FINISH TO MEET ASTM

A153. RAILING ASSEMBLY SHALL BE

CAPABLE TO WITHSTAND A LOAD OF AT

LEAST 200 LBS. APPLIED IN ANY

DIRECTION AT ANY POINT ON THE TOP

RAIL.

1'-6"

EXISTING ROOF ASSEMBLY. SEE PLAN FOR AREAS TO BE

DEMOLISHED / REPLACED

EXISTING STRUCTURE / FACADE

" M

IN

IM

UM

2" HIGH PITCH POCKET COLLAR (FOUR SIDED W/

SOLDERED LAP SEAM JT. SECURE TO PLYWOOD

AND SET COLLAR IN A BED OF SEALANT

HENRY #208 (OR EQUAL) WET PATCH

ROOF CEMENT

ROOFING MATERIAL CAP SHEET TO RUN UP

UNDER SHEET METAL CAP

EXISTING ROOF

ASSEMBLY

EXISTING THERMAL

INSULATION

EXISTING ROOF

STRUCTURE

CANT

DETAIL STRIP EXTENDED 8" MIN.

VERTICAL AND 18" MIN.

ONTO FIELD OF EXISTING ROOF

PRESSURE TREATED WOOD NAILER

SEALANT

ANCHOR SUPPORT TO

DECK

0.031 THICK

STAINLESS STEEL

ENCLOSURE (4 SIDES)

W/ CONT. SOLDERED

LAP SEAM JT

18 GA. GALVANIZED STEEL SHEET METAL CAP.

CAP IS CONTINUOUS ACROSS ENTIRE CURB.

PROVIDE DOWN TURNED LEGS OVER EQUIPMENT

CURB. PROVIDE LAPPED AND SOLDERED SEAMS.

8" x 16 GA STUD FRAMING SECURED

TO CURB (EACH SIDE). COORDINATE

LOCATIONS WITH PITCH POCKET

PRE MANUFACTURED INSULATED EQUIPMENT

SUPPORT CURB. COORDINATE WITH

CONDENSER UNIT.

*CONTRACTOR TO FIELD

VERIFY ROOF INSULATION

THICKNESS AND ADD TO 24"

ABOVE FINISHED ROOF

REQUIREMENT FOR OVERALL

ROOF SUPPORT HEIGHT

" A

BO

VE

F

IN

IS

HE

D

RO

OF

TRIPLE EXPANDABLE FOAM INSULATION

CONDENSER UNIT; SECURED TO CURB

3/4" EXTERIOR GRADE PLYWOOD

SHEET METAL PLATE SCREW

ATTACHED TO UNDERSIDE OF

STRUCTURE TO HOLD FOAM IN

PLACE

2"

4" HEM FOLD PITCH POCKET ENCLOSURE

OVER COLLAR

NEW ROOF ASSEMBLY

TO MATCH EXISTING.

EXTEND MEMBRANE A

MIN. OF 24" ONTO FIELD

OF EXISTING ROOF

INSULATED REFRIGERANT PIPING

HIGH TEMPERATURE SELF-ADHERING BITUMINOUS

SHEET UNDERLAYMENT (CONT. UNDER MTL CAP /

EXTEND DOWN OVER FACE OF NAILER)

BITUMINOUS

MASTIC

141" (COORDINATE SIZE WITH FINAL EQUIP SELECTION)

4"

PITCH POCKET OPENING FOR

REFRIGERATION LINES

PITCH POCKET OPENING FOR

ELECTRICAL LINES

OUTLINE OF

REFRIGERATION RACK

120" RACK LENGTH 2"12"

8"

6"

6" 6"

4" 6"

F6

A-AE504

18 GA. GALVANIZED STEEL SHEET METAL CAP

OVER HIGH TEMPERATURE SELF-ADHERING

BITUMINOUS SHEET UNDERLAYMENT

2" HIGH PITCH

POCKET

COLLARS WITH

WATER-TIGHT

SOLDERED

JOINTS

OP

EN

T

HR

U

OP

EN

T

HR

U

F6

A-AE504

SIM

8" x 16 GA STUD FRAMING

SECURED TO CURB (EACH

SIDE)

16" 3/4" EXTERIOR GRADE

PLYWOOD

NOTES:

1. EQUIPMENT SUPPORT CURB SHALL BE INSTALLED LEVEL AT 24" MIN. ABOVE TOP OF EXISTING ROOF SURFACE LEVEL.

2. COORDINATE PITCH POCKETS IN PLATFORM WITH FINAL EQUIPMENT SELECTION.

3. SHEET METAL CAP SHALL BE FABRICATED TO BE WATER TIGHT WITH CONT. SOLDERED JOINTS.

4. AFTER INSTALLATION OF RACK, ELECTRICAL CONNECTIONS AND REFRIGERANT LINE CONNECTIONS, THE PITCH POCKETS SHALL BE COMPLETELY

FILLED WITH EXPANDED FOAM AND CAPPED WITH ROOF SEALANT FOR A WATERTIGHT SEAL.

SECTION VIEW

E9

A-AE504

D9

A-AE504

F6

A-AE504

MAX

LINE OF INTERIOR FACE OF EQUIPMENT SUPPORT

CURB BELOW

3 1/2" 3 1/2"

" 29

3 1

/2"

3 1 /2"

INSULATED

EQUIPMENT

SUPPORT CURB

CO

OR

DI

NA

TE

S

IZ

E

W

IT

H

FI

NA

L E

QU

IP

S

EL

EC

TI

ON

" M

IN

PLAN VIEW - EQUIPMENT SUPPORT CURB

(SECURE TO CURB TO

RESIST WIND LOADS)F6

A-AE504

SIM

CONDENSING UNIT # 2;FUSIBLE DISCONNECT

FRONT SIDE

PLAN VIEW

FRONT VIEW - SECTION

AIR INTAKE

56"

12" 42" 2"

2"

NEW ROOF

ASSEMBLY; PATCH

/ REPAIR INTO

EXISTING

ASSEMBLY

INSULATED

REFRIGERATION

PIPING / CONNECTION56"x42" INSULATED

EQUIPMENT SUPPORT CURB

MINIMUM 6" CLEARANCE AT

REAR OF UNIT FOR FRESH

AIR INTAKE

CONDENSING UNIT # 2

POWER CONNECTION SEE

ELECTRICAL

(SECURE TO EQUIPMENT SUPPORT

CURB TO RESIST WIND LOADS)

ELECTRICAL

CONTROL PANEL

MAIN FUSIBLE

DISCONNECT

RAIN-TIGHT FLEXIBLE

CONDUITS

POWER FEEDER

WIRING CONDUIT

CONTROL CIRCUIT

WIRING CONDUIT

IINSULATED EQUIPMENT

SUPPORT CURB

NEW ROOF

ASSEMBLY;

PATCH /

REPAIR INTO

EXISTING

ASSEMBLY

MAIN FUSIBLE

DISCONNECT

ACCESS PANEL

REFRIGERATION LINES

TO RUN INSIDE OF RACK

AT THIS END

INSULATED EQUIPMENT

SUPPORT CURB

NEW ROOF

ASSEMBLY; PATCH /

REPAIR INTO

EXISTING

ASSEMBLY

6" 1'-

0"

23" 3"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022 DZ JH / DZ

A-AE504

DETAILS - 4

SCALE: 3" = 1'-0"

3"0 6" 1'

FLASHING DETAIL

C6

SCALE: 3" = 1'-0"

3"0 6" 1'

DETAIL - PIPE PORTAL FLASHING SYSTEM

C3

SCALE: 3" = 1'-0"

3"0 6" 1'

DETAIL - DISCONNECT/ELECTRICAL DEVICE SUPPORT

F1

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

0 1' 2' 3'

SECTION - ENTRY

C1

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

DETAIL - ROOF EDGE PROTECTION

F4

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

ROOF CURB / PITCH POCKET DETAIL AT EQUIPMENT SUPPORT CURB

F6

1/2" = 1'-0" C8

PLATFORM DETAIL - CONDENSER UNIT #1

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

1/2" = 1'-0" D9

ELEVATION - ELECTRICAL CONTROL PANEL

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

1/2" = 1'-0" E9

ELEVATION - REFRIGERATION PIPING CONNECTION

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

1/2" = 1'-0" F9

PLATFORM DETAIL - CONDENSER UNIT # 2

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

BUT JOINT W/ CONTINUOUS

3/16" STEEL PLATE STRIP

WELDED TO SHEET

1"

3/16" HD GALVANIZED STEEL

PLATE WELDED TO ANGLE

FRAMING

CONT. 3 1/2" x 5" x 5/16" (LLH)

STEEL ANGLE W/ 1/2" 0 EPOXY

BOLTS AT 24" O.C. W/ 4" EMBEDMENT

LINE OF 3 1/2" x 5" x 5/16"

STEEL ANGLE WELDED TO

SEALANT

3 1/2" x 3 1/2" x 5/16" VERTICAL

STEEL ANGLE BEYOND AT 24" O.C..

COPE / WELDED TO HEAD AND

BASE ANGLES. WELD W/ 1/4" FILLET

WELD ALL AROUND

LINE OF EXISTING COLUMN

BEYOND

3 1/2" x 5" x 5/16" LLH

HEAD ANGLE (CONT.)

WELD TO L 6x6 W/ 1/4"

FILLET WELD ALL

AROUND

6" x 6" x 5/16" x 12" (L)

STEEL ANGLE WELDED

TO ANGLE AND TO

STRUCTURE AT 48" O.C.

MAX. W/ 2" LONG 1/4"

FILLET WELD MIN.

BRAKE METAL TRIM TO

MATCH EXISTING

EXISTING STEEL STRUCTURE (PAINTED

P-6 WHERE EXPOSED TO VIEW)

EXISTING METAL

PANEL

NOTE: ALL STEEL SHALL BE HD

GALVANIZED AND PAINTED P6

DOCK

+/- 8'-0"

-1

2'- 0"

(V .I.F

4"

STEEL COLUMN (BEYOND)

4" MIN EDGE

DIST.

FASTENERS PER SPECIFICATION

SECTION 10 28 00 REQUIREMENTS

FOR SUBSTRATE.

GRAB BAR

CONCEALED MOUNTING

FLANGE COVER PLATE - BEYOND

(SECURED W/ SETS SCREWS)

FLANGE / PLATE

1 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

ISSUED FOR

CONSTRUCTION

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

1 1/2" = 1'-0"F8 DETAIL - LOADING DOCK ENCLOSURE PANEL

0 6" 1'-0" 1'-6"

DETAILS - 5

A-AE505

DZ JH / DZ

B9 GRAB BAR MOUNTING DETAIL

3" = 1'-0"

0 3" 6" 9"

Hilti Firestop Systems Hilti Firestop Systems

System No. F-A-1016

SECTION A-A

FA

Page: 1 of 3

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

June 29, 2015

A

A

Page: 2 of 3

The firestop device and metallic penetrant shall be sized as follows:

System No. F-A-1016

FA

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

June 29, 2015

Nom Pipe Diam +, ++ Firestop Device

1-1/2 to 2-1/2 in.(38 to 64 mm) - Other than copper pipe or tubing CP680N-75/2.5"or CP682-75/2.5" 1-1/2 to 2 in.(38 to 51 mm) - Other than copper pipe or tubing CP 680-M 2", CP 680-P 2, CP 680-PX 2"

2 to 2-1/2 in. (51 to 64 mm) - Copper pipe or tubing CP680N-75/2.5"or CP682-75/2.5"

CP 680-M 2", CP 680-P 2", CP 680-PX 2"

2-1/2 to 3 in. (64 to 76 mm) CP 680-M 3", CP 680-P 3", CP 680-PX 3"

4 in. (102 mm) CP680N-110/4"or CP682-110/4"

CP 680-M 4", CP 680-P 4"

6 in. (152 mm)

CP680N-160/6"

CP 680-M 6", CP 680-P 6"

1. Floor Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete.

1A. Floor Assembly — (Optional, Not Shown)—The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below:

A. Concrete — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete.

B. Steel Floor and Form Units* — Composite or non-composite max 3 in. (76 mm) deep galv steel fluted units as specified in the individual

Floor-Ceiling Design.

2. Firestop Device* — Cast in place firestop device permanently embedded during concrete placement or grouted in concrete floor assembly in accordance with accompanying installation instructions. The devices may extend a max of 2 in. (51 mm) above the top surface of the concrete.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 680N-75/2.5", CP 680N-110/4", CP 680N-160/6", CP 682-75/2.5", CP

682-110/4", CP 680-M 2", CP 680-M 3", CP 680-M 4", CP 680-M 6", CP 680-P 2",

CP 680-P 3", CP 680-P 4", CP 680-P 6", CP 680-PX 2", CP 680-PX 3"

3. Through Penetrants — One metallic pipe, conduit or tubing to be installed within the firestop device. Pipe, conduit or tubing to be rigidly supported on both sides of floor assembly. The following types of pipe, conduit or tubing may be used:

A. Steel Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 6 in. (152 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit.

D. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing.

E. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

F. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular) or heavier copper pipe.

+ When metallic pipes of diameters smaller than those shown above are installed within the device, CP618 Firestop Putty Stick or mineral wool insulation shall be installed within the device.

++ L Rating applies only to CP 680-M and -P(X) devices and only when the nom diam of pipe equals size of device (2 in. diam pipe in 2" device etc.). L Rating does not apply to CP 680N and CP682 devices.

4. Fill, Void or Cavity Material* - Putty (Not Shown) — Min 1 in. (25 mm) thickness of fill material applied within annulus flush with top surface of device.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 618 Firestop Putty Stick

4A. Packing Material (Not Shown) — As an alternate to Item 4, min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m3) mineral wool insulation firmly packed to the fullest extent possible within annulus flush with top surface of device.

4B. Firestop Device* - Top Seal Plug — (Optional. Not Shown) - Top seal plug for use with CP 680-M 2" and CP 680-P 2" devices and nom pipe, conduit or tubing sizes of 1/2 in. (13 mm) to 2 in. (51 mm) diam. Plug is friction fit into top of firestop device (Item 2) in accordance with the manufacturer's instructions. When top seal plug is used, no putty (Item 4) or packing material (Item 4A) is required. W Rating applies only to nom 1, 1-1/4, 1-1/2 and 2 in. (25, 32, 38 and 51 mm) diam copper pipe/tube in conjunction with 2" CPS Top Seal and CP 680-M 2" or CP 680-P(X) 2" devices.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CPS Top Seal Plug

Hilti Firestop Systems Page: 3 of 3

4B1. Firestop Device* - Water Barrier Module — (Optional, Not Shown) - Used as an alternate to the top seal plug (Item 4B) and in combination with the CP 680-M and CP 680-P(X) devices to achieve a W Rating. Module is threaded onto top of device. See Table below for sizes of device/module and penetrants covered. When water barrier module is used, a W Rating applies to the water barrier module, device and penetrant sizes specified in Table below. For W Rating with Water Barrier Module, pipe shall be installed from bottom of device.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — Water Barrier Module

Penetrant Type (See Item 3 above) Nom Penetrant Diam Size of Device/Module A, B, C, D 2" 2"

2-1/2" 3"

3" 3"

4" 4"

6" 6" E, F 2" 2"

3" 3"

4" 4"

6" 6"

System No. F-A-1016

FA

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

June 29, 2015

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

C

CL

ASS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

US ANSI/UL1479 (ASTM E814) CAN/ULC S115

F Rating — 2 Hr F Rating — 2 Hr

T Rating — 0 Hr FT Rating — 0 Hr

L Rating At Ambient — Less Than 1 CFM/sq ft (See Item

3) FH Rating — 2 Hr

L Rating At 400 F — Less Than 1 CFM/sq ft (See Item 3) FTH Rating — 0 Hr

W Rating — Class 1 (See Items 4B and 4B1) L Rating At Ambient — Less Than 1 CFM/sq ft (See Item 3)

L Rating At 400 F — Less Than 1 CFM/sq ft (See Item 3)

Hilti Firestop Systems

System No. F-A-2025

FA

Page: 1 of 2

1. Floor Assembly — The fire-rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below:

A. Normal Weight Concrete — Min 2-1/2 in. (64 mm) thickness of lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete topping as measured over the crests of the steel floor units.

B. Steel Floor and Form Units* — Composite or noncomposite 3 in. (76 mm) deep fluted galv units as specified in the individual Floor-Ceiling design. Max diam of opening core-drilled through floor assembly is 8 in. (203 mm).

2. Through Penetrants — One nonmetallic pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe and periphery of opening shall be min 0 in. ( 0 mm, point contact) to max 1-1/2 in. (38 mm). Pipe to be rigidly supported on both sides of floor assembly. The following types and sizes of nonmetallic pipes may be used:

A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 solid-core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems.

C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

D. Flame Retardant Polypropylene (FRPP) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented drain, waste or vent) piping systems.

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

January 15, 2015

F Rating — 2 Hr T Rating — 2 Hr

SECTION A-A

B

A

B

A

5 2

6 1B 6

1A

SECTION B-B

CL

ASS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479

Hilti Firestop Systems Page: 2 of 2

3. Metal Plate Enclosure — Min 18 ga steel. Width of plate to be min 12 in. (305 mm). Length of plate (transverse to steel floor unit direction) to extend to steel floor unit valley beyond each side of core-drilled hole with a min lap of 1-1/2 in. (38 mm) on the floor unit valley at each end.

Both ends of plate perpendicular to floor unit valleys to be cut to permit the ends to be bent upwards 90 F deg to follow the contour of the floor unit, enclosing the packing material (Item 4) within the areas of the flutes. The contoured plate ends shall be such that the gap between the floor unit and the plate ends is no greater than 1/4 in. (6 mm). As an alternate to bending up ends of plate, min 1/4 in. (6 mm) thickness of fill material (Item 5) shall be applied to completely cover the surface of the mineral wool packing material within the flutes of the steel floor units, between the two ends of the metal enclosure plate and the steel floor units. Circular cutout in plate to tightly follow circumference of nonmetallic pipe with side edges of plate at least 3 in. (76 mm) from circular cutout on all sides. Slit made in plate to permit installation around the nonmetallic pipe to be located at end of plate beneath floor unit valley nearest to the circular cutout. Plate secured to valleys of floor unit using min 1/4 in. (6 mm) diam by 1-3/4 in. (45 mm) long steel expansion bolts, or equivalent, in conjunction with min 3/4 in. (19 mm) diam steel washers or min 0.145 in. (4 mm) diam by 1-1/4 in. (32 mm) long powder actuated fasteners utilizing a 1-7/16 in. (36 mm) diam by 1/16

in. (2 mm) thick steel washer. As alternates to the anchors specified above, Hilti 1/4 in. (6 mm) diam by 1-1/4 in. (32 mm) long KWIK-CON II+ concrete screw anchor, Hilti 1/4 in. (6 mm) diam by 1-3/4 in. (44 mm) long KWIK-BOLT 3 steel expansion anchor or Hilti X-DNI 27 P8 S15 powder actuated floor pin with integral nom 9/16 in. (15 mm) diam washer may be used . Fasteners to be located approx 1 in. (25 mm) from edges of plate at each corner, at each plate/valley intersection and at both sides of slit made to permit installation around nonmetallic pipe.

Spacing of fasteners no to exceed 10 in. (254 mm) OC.

4. Packing Material — Mineral wool batt insulation having min density of 4 pcf (64 kg/m3), firmly packed into flutes of steel floor units above metal plate enclosure (Item 3) to completely fill cavities. When ends of metal plate enclosure perpendicular to floor unit valleys are not bent up to enclose packing material within flutes (see Item 3), packing material to be recessed from ends of plate to accommodate the required thickness of the fill material.

5. Fill, Void or Cavity Material* — Sealant — Nom 1/2 in. (13 mm) bead of fill material applied around the perimeter of the metal plate enclosure at the interface of the enclosure and steel deck. When ends of metal plate enclosure (Item 3) are not bent up to enclose packing material within flutes, min 1/4 in. (6 mm) thickness of fill material shall be applied to completely cover the surface of the mineral wool packing material within the flutes of the steel floor units, between the two ends of the metal enclosure plate and the steel floor units.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant

6. Firestop Device* — Firestop Collar — Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched around the pipe and secured to the valley of the steel deck and to the metal plate enclosure using the anchor hooks provided with the collar. Min of two anchor hooks required for 1-1/2 and 2 in. (38 and 51 mm) diam pipes, min of three anchor hooks required for 3 and 4 in. (76 and 102 mm) diam pipes, and min of four anchor hooks required for 6 in. (152 mm) diam pipes. Where the anchor hooks are beneath the valley of the steel floor unit, the anchor tabs are to be secured with 1/4 in. (6 mm) diam by min 1-1/2 in. (38 mm) long steel expansion bolts, or equivalent, in conjunction with steel nuts and min 3/4 in. (19 mm) diam steel washers with one anchor bolt in each anchor hook. Where the anchor hooks are beneath the crest of the steel deck, the anchor hooks are to be secured to the metal enclosure with No. 10 by min 1/2 in. (13 mm) long self-drilling, self-tapping steel screws and min 3/4 in. (19 mm) diam steel washers.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 643 50/1.5"N, CP 643 63/2"N, CP643 90/3"N, CP 643 110/4"N or CP 643 160/6"N Firestop Collar.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

System No. F-A-2025

FA

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

January 15, 2015

CL

ASS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479

Hilti Firestop Systems

System No. F-A-2053

SECTION A-A

FA

1. Floor Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete.

1A. Floor Assembly - (Optional - Not Shown) — The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below:

A. Concrete — Min 2-1/2 in (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete.

B. Steel Floor and Form Units* — Composite or non-composite max 3 in. (76 mm) deep galv steel fluted units as specified in the individual

Floor-Ceiling Design.

2. Firestop Device* — Cast in place firestop device permanently embedded during concrete placement or grouted in concrete assembly in accordance with accompanying installation instructions. The 3, 4 and 6 in. devices may extend a max 2 in. (51 mm) above the top surface of the concrete. The max extension above the slab for the 2 and 2.5 in. devices is not restricted.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 680-75/2.5"N, CP 680-110/4"N, CP 680-160/6"N, CP 680-P 2", CP 680-P 3", CP 680-P 4", CP 680-P 6", CP 680-PX 2", CP 680-PX 3"

A

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

June 29, 2015

F Rating — 2 Hr T Rating — 0 Hr

L Rating At Ambient — Less Than 1 CFM/sq ft (See Item 3) L Rating At 400 F — Less Than 1 CFM/sq ft (See Item 3)

W Ratings — Class 1 (See Items 3, 4 and 4A)

A

Page: 1 of 2

2 3

CL

ASS I F IED

Classified by Underwriters Laboratories, Inc.

to UL 1479

Hilti Firestop Systems

System No. F-A-2058

SECTION A-A

FA

1. Floor Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. Max diam of opening is 4 in. (102 mm).

1A. Floor Assembly — (Optional — Not Shown) — The fire-rated unprotected concrete and steel floor assembly shall be constructed of the materials and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below:

A. Concrete — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete.

B. Steel Floor and Form Units* — Composite or non-composite max 3 in. (76 mm) deep galv steel fluted units as specified in the individual

Floor-Ceiling Design. Max diam of opening is 4 in. (102 mm).

2. Through Penetrants — One nonmetallic pipe to be installed concentrically or eccentrically within the firestop system. Annular space between pipe or conduit and edge of opening to be min 3/8 in. and max 1 in. (9.5 to 25 mm). Pipe to be rigidly supported on both sides of floor-ceiling assembly.

The following types and sizes of nonmetallic pipes or conduits may be used:

A. Polyvinyl Chloride (PVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 2 in. (51 mm) diam (or smaller) SDR17 CPVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

3. Fill, Void or Cavity Materials*-Sealant — Min 2-1/2 in. (64 mm) thickness of sealant applied within annular space, flush with top surface of floor.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant.

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

A

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

January 15, 2015

F Rating — 2 Hr T Rating — 0 Hr

A

1 2

CL

ASS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479

Nom Pipe Diameter Firestop Device

1/2 in. to 2 in. (19 mm to 51 mm)

CP 680-75/2.5"N

CP 680-P 2" CP 680-PX 2"

3 in. (76 mm) CP 680-P 3" CP 680-PX 3"

3 in. to 4 in. (76 mm to 102 mm)

CP 680-110/4"N

CP 680-P 4"

6 in. (152 mm)

CP 680-160/6"N

CP 680-P 6"

Hilti Firestop Systems

System No. F-A-2053

FA

Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc.

June 29, 2015 Page: 2 of 2

++ L Rating applies only to CP 680-P(X) devices and only when the nom diam of pipe equals size of device (2 in. diam pipe in 2" device etc.) L Rating does not apply to CP 680N devices.

4. Firestop Device* — (Not shown) -Top Seal Plug for use with CP 680-P(X) 2" device Installed in accordance with the manufacturer's instructions.

The Top Seal Plug is optional for nom 1-1/2 in. (38 mm) pipes and conduits. Top Seal Plugs are required for all pipes and conduits less than nom 1-1/2 in. (38 mm). W Rating applies only to the IPS Top Seal Plug and nom 2 in. diam penetrants, and to CPS Top Seal Plugs with nom 1/2 to 2

in. (13 to 51 mm) diam penetrants.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CPS and IPS Top Seal Plugs

4A. Firestop Device* - Water Barrier Module — (Optional, Not Shown) - Used as an alternate to the top seal plug (Item 4). Applies to nom 2", 3", 4" and 6" water barrier modules used in combination with the CP 680-P(X) 2", CP 680-P(X) 3", CP 680-P 4" CP 680-P 6" devices, respectively, and supplied by device manufacturer. Module is threaded onto top of device. W Rating applies only when water barrier module is used and nom diam of penetrant equals size of device.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — Water Barrier Module

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

+Bearing the UL Listing Mark

3. Through Penetrants — One nonmetallic pipe or conduit to be installed within the firestop system. Pipe or conduit to be rigidly supported on both sides of floor assembly. For W Rating with Water Barrier Module, pipe shall be installed from bottom of device. The following types and sizes of nonmetallic pipes or conduits may be used:

A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) SDR11 or SDR13.5 CPVC pipe for use in closed (process or supply) piping systems.

C. Rigid Nonmetallic Conduit+ — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with the National Electrical Code (NFPA No. 70).

The firestop devices and nonmetallic penetrants shall be sized as follows:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

ISSUED FOR

CONSTRUCTION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

VA NY Manhattan Campus

423 E 23RD Street, New York, NY 10010

630-600A

Project Director

Revisions: Date:

A/E:

AECOM

3101 WILSON BLVD, SUITE 900

ARLINGTON, VA. 22201

703-682-4900

WWW.AECOM.COM

Construction Document Refresh

Key Plan

Balance of Work

9/12/2022

A-AE506

FIRESTOPPING DETAILS - 1

DZ JH / DZ

1. Refer to the following specifications for firestopping.

a. 07 84 00 Firestopping

b. 21 21 13 Wet-pipe Sprinkler Systems

c. 21 13 16 Dry-pipe Sprinkler Systems d.Division 22 00 00 Plumbing (all sections) e.Division 23 00 00 HVAC (all sections)

f. Division 26 00 00 Electrical (all sections)

g. 27 05 33 Raceways and Boxes for Communication Systems

h. 28 31 00 Fire Detection and Alarm

For Quality Control requirements, refer to the Quality Assurance portion of the specification.

2. Manufacturer's trade names and UL assembly used here-in are only to identify basis of design / level of performance requirements required.

Products of other manufacturer's equivalent to basis of design / performance requirements that meet requirements of the technical specification will be acceptable once submitted / approved as a shop drawing submittal.

3. Details shown are typical details and are not meant to be inclusive of all field conditions that may be present.

Contractor shall submit additional firestop system assemblies for penetrations through rated construction as required for review and approval.

4. Details shown are typical details.

Always refer to the listed system detail for complete system requirements. If field conditions do not match requirements of details, approved alternate details shall be utilized / submitted for review / approval. Design requirements, field conditions and dimensions need to be verified for compliance with the details, including but not limited to the following:

* Fire Rating (F-Rating)

* Leakage Rating (L-Rating)

* Water Rating (W-Rating)

* Annular Space

* Percent Fill

* Movement

* Type and thickness of fire-rated construction.

4. If alternate details matching the field conditions are not available, manufacturer's engineering judgment drawings are acceptable subject to approval by the Authority Having Jurisdiction (AHJ). Contact Hilti Inc. for alternative systems or Engineering Judgment (800-879-8000). Drawings shall follow the International Firestop Council (IFC) Guidelines for Evaluating Firestop Systems Engineering Judgments.

5. References:

* 2017 Underwriter's Laboratories

Fire Resistance Directory, Volumes 1 & 2.

* NFPA 101 Life Safety Code

* NFPA 70 – National Electric Code

* All governing local and regional building codes.

6. Systems C-AJ-3095, C-AJ-3216 and C-AJ-3283 are permitted for use at existing cables thru new construction only. All new cables passing thru new walls use system C-AJ-3285.

7. Firestop System installation must meet requirements of ASTM E-814 (UL 1479) tested assemblies that provide a fire rating equal or greater to that of construction being penetrated.

8. Systems W-L-5028, W-L-1054, W-L-1389, W-L-3396 and W-L-8079 are permitted for use at existing pipes and cables through new GWB construction only. All new pipes and cables through new GWB walls shall use W-L-2078, W-L-2128 and W-L-3334.

9. During construction all empty core holes through elevated floor slabs are required to be temporarily closed.

Provide Hilti CFS-PL Firestop Plug or Hilti CFS-BL Firestop Block /approved equal sized for core hole. Plugs are to be provided immediately after core hole has been created and be maintained until core is in-filled with it's intended penetrant.

10. All pipe and conduit through -slab penetration…