Amendment 0001 - Missing and Replacement Documents.pdf

APPENDIX F

Liquefaction Potential Calculations

!"#�$�"#%&�' (�)*+�,-%.(�),�/00/0(�1'2

3� 4 5&*(�3-�64 5&*7�!089#9/:"#(�;9#8<9=9/"9

>� * ���������?�@�AB����C�

>*D46��E-&*�F*G*%*�H*�>-H5I*� C�JKLM�B

F4D.�E� *6-%N OP

'4 *�EQ�DD K�M���R��JS�T��� S

UNV* ��Q5* >*DH%4V 4-�

� ����� Ŷ��� ��

����Z��C

� ���BL Ŷ��� ��

����Z��C

UNV* ��Q5* >*DH%4V 4-�

,� ���-. � ������/ 0 ��� ���0�������������

,1 ��� � ������/ 0 ��� ���0���������.���

234 ��.56 �)73����8����9�*�����/���� ��

,234 ����- � ������/ 0 ��� ���0���������234

234� ���:6 � �����* 0 �*����8����9�*�����/���� ��

����*B

�C ����- ,������*�9� 0���>��D��*�A�E����@�@ / �+��0��F���*����� ��:��+��� B�

����*B

����*B

�.�C ���=� ,������*�9� 0���>��D��*�A�E����@�@ / �+��0��F���*����� ��:��+��� B�

����*B

)?� ��-�� �����*�1�/9���0������

)?. ��-�� �����*�1�/9���0������ 8����00 � ������������ �*��0�.�

��0* ��"��!�

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 70°

6'-

ELECTRICAL EQUIPMENT - SEE ELECTRICAL

T.O. MAIN ELECTRICAL ROOM

FLOOR SLAB EL. +23'-0" (VIF)

2 LAYERS OF 58" TYPE X

GWB,TAPED AND SPACKLED

STEEL STUD. 2-1

2", # 20 GA. STL.

CH STUDS @ 16" O.C.

1" GWB SHAFTWALL LINER

INTUMESCENT SEALANT AND

BACKER ROD OR FIRE-STOP SPRAY

AT INTERFACE JOINT (ALL SIDES) T.O. EXISTING ROOF SLAB

EL. +/- 21'-0"

EXISTING CONC ENCASED STEEL BEAM /

LIGHTWEIGHT CONCRETE ROOF SLABSTEEL FRAMING AT

OPENING WITH 2 HR

SFRM AT ENTIRE

ASSEMBLY - SEE

STRUCTURAL

CUTOUT / REMOVAL OF

EXISTING ROOF SLAB.

COORDINATE OPN'G

SIZE WITH ELECTRICAL

CONDUITS - SEE

ELECTRICAL FOR

QUANTITY AND SIZE

14 GA. STEEL PLATE WITH

PRE-CUT KNOCKOUTS FOR

CONDUITS. SECURED TO

DECK.

"FIRE BARRIER" PARTITION

IDENTIFICATION (ALL WALLS)

CONDUIT SUPPORT AS REQUIRED.

SUPPORTS SHALL BE HUNG FROM

INDEPENDENT STEEL FRAMING

ASSEMBLIES FROM EXISTING BLDG

STEEL / NOT EXISTING ROOF DECK

2 HOUR THROUGH PENETRATION

FIRESTOP ASSEMBLY SYSTEM NO.

C-AJ-8114 (OR APPROVED EQUAL)

MINIMUM 3.5" FIRESTOP

MORTAR INFILL

POUR STOPCONDUIT OR PIPE FULLY

SUPPORTED

INTUMESCENT SEALANT

WITH MINERAL WOOL

BACKING

SINGLE PENETRATION -

2 HOUR THROUGH

PENETRATION FIRESTOP

ASSEMBLY SYSTEM F-A-1093

(OR APPROVED EQUAL)

CUTOUT IN

SLAB

4"

2 HR FIRE RESISTANCE

RATING UL NO. U415

"J" TRACK

NOTE: CONDITIONS / OPENING SIZES VARY PER SLAB OPENING

AREA. DESIGN INTENT IS TO PROVIDE 2 HR PROTECTED STEEL

AND A 2 HR RATED SHAFTWALL ENCLOSURE AT THE OPENING(S)

TO ISOLATE INTERSTITIAL SPACE BETWEEN THE SLABS.

STEEL FRAMING CONNECTION TO

EXISTING CONC ENCASED STEEL BEAM ;

SEE STRUCTURAL FOR REQUIREMENTS

STEEL FRAMING AT OPN'G

WITH 2 HR PROTECTION

(UL NO. N307) AT ENTIRE

ASSEMBLY - SEE STRUCT

8"

CONCRETE PAD; SEE DETAIL D5 / C-AE504

4"

VI

F

4"

3 4"

6" SEE ELECTRICAL DRAWING 6"

6"

SE

E

EL

EC

TR

IC

AL

DR

AW

IN

G

6"

8"

6" 8"

3"

AL

IG

N

1'- 0"

11 2" 1'-

0"3'- 6"

EQ 1'-4" EQ

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

1 & GEN PLTFRM

Key Plan

Balance of Work

9/12/2022

BUILDING 1 - TYP. 2 HR OCCUPANCY SEPARATION - NEW WORK

F3

TYPICAL UL RATED FLOOR DECK ASSEMBLY DETAILS - NEW WORK

B8

C-AE504

BUILDING 1 - DETAILS 4

DZ JH / DZ

BUILDING 1 - CHAIN LINK FENCE PANEL - SECTION

D8

BUILDING 1 - CHAIN LINK FENCE PANEL - PARTIAL ELEVATION

F8

HORIZONTAL 2 HOUR RATED ENCLOSURE DETAIL - INTERIOR

B1

BUILDING 1-TYPICAL FIRESTOP / OPENING DETAIL

E1

CONCRETE PAD DETAIL

B6

CONCRETE PAD DETAIL

D5

DETAIL - FALL PROTECTION GUARD

F1

F6

BUILDING 1 - TYP. 2 HR COLUMN - NEW WORK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

EXISTING ROOF SLAB

AutoCAD SHX Text UL DESIGN NO. N307 / D929 RESTRAINED BEAM RATING = 2 HRS UNRESTRAINED BEAM RATING = 2 HRS UNRESTRAINED CHANNEL BEAM RATING (W/D .59) = 2 HRS STEEL BEAM OR CHANNEL (SEE STRUCTURAL DWGS.) LIGHTWEIGHT CONCRETE (SEE STRUCTURAL DWGS.) WELDED WIRE FABRIC (SEE STRUCTURAL DWGS.) SHEAR CONNECTOR (SEE STRUCTURAL DWGS.) STEEL FLOOR AND FORM UNITS (SEE STRUCTURAL DWGS.) MINERAL AND FIBER BOARDS (THICKNESS PER RATING) NOGGINGS FASTENERS MINERAL WOOL AT FLUTES (4# CUBIC FT MIN DENSITY)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VAULT 1 FLOOR SLAB

AutoCAD SHX Text UL DESIGN No. D916 RESTRAINED ASSEMBLY RATING = 2 HRS UNRESTRAINED BEAM RATING = 2 HRS 1 LIGHTWEIGHT CONCRETE (SEE STRUCTURAL DRAWINGS) LIGHTWEIGHT CONCRETE (SEE STRUCTURAL DRAWINGS) 2 WELDED WIRE FABRIC = (SEE STRUCTURAL DWGS.) WELDED WIRE FABRIC = (SEE STRUCTURAL DWGS.) 3 STEEL FLOOR AND FORM UNITS - (SEE STRUCTURAL DRAWINGS) STEEL FLOOR AND FORM UNITS - (SEE STRUCTURAL DRAWINGS) 4A SPRAY-APPLIED FIRE RESISTIVE MATERIALS SPRAY-APPLIED FIRE RESISTIVE MATERIALS (SPRAY THE AREA BETWEEN BEAM TOP FLANGE AND STEEL DECK) 5 SHEAR-CONNECTOR STUDS (SEE STRUCTURAL DRAWINGS) SHEAR-CONNECTOR STUDS (SEE STRUCTURAL DRAWINGS)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4A

AutoCAD SHX Text

AutoCAD SHX Text

STEEL BEAM (SEE STRUCTURAL DRAWINGS)

AutoCAD SHX Text

EXISTING WIRE FENCE FABRIC

AutoCAD SHX Text

EXISTING TOP RAIL BEYOND

AutoCAD SHX Text

EXISTING WIRE FENCE FABRIC

AutoCAD SHX Text

EXISTING TERMINAL POST BEYOND (TYP.)

AutoCAD SHX Text EXISTING BOTTOM RAIL 1 " x .047" 58" x .047" (TYP.)

AutoCAD SHX Text "A"

AutoCAD SHX Text "A"

AutoCAD SHX Text

ALUM. "U" TRIM (WELDED 90DEG CORNERS),ALL SIDES

AutoCAD SHX Text PERFORATED ALUM. (3003 H14) " ROUND 332" ROUND HOLES X " 316" STAGGERED PITCH X .050 THICK, CLOSED FINISH END PATTERN (23% OPEN AREA)

AutoCAD SHX Text

SCHEDULED WALL MTD LIGHT FIXTURE

AutoCAD SHX Text

EXISTING CHAIN LINK INTERMMEDIATE POST

AutoCAD SHX Text

DETAIL "A-A"

AutoCAD SHX Text

ALUM. "U" TRIM (ALL SIDES)

AutoCAD SHX Text PERFORATED ALUM. PANEL (3003 H-14) " ROUND 332" ROUND HOLES X " STAGGERED PITCH 316" STAGGERED PITCH X .050 THICK X CLOSED "FINISHED" END PATTERN (28% OPEN AREA)

AutoCAD SHX Text

BOLT/NUT ASSEMBLY THROUGH "U" TRIM

AutoCAD SHX Text

STL PLATE POST BAND (HD. GALV.) SECURED TO POST, EACH SIDE

AutoCAD SHX Text

EXISTING WIRE FENCE FABRIC

AutoCAD SHX Text

NOTE: COORDINATE POST BAND FABRICATION WITH EXISTING CONDITIONS

AutoCAD SHX Text NOTE: THIS IS AN EXISTING CHAIN LINK FENCE WITH A "NEW" PERFORATED PANEL OVERLAY ASSEMBLY

AutoCAD SHX Text

ALUM. TWIN DIVIDER TRIM WELDED TO PERIMETER "U" TRIM

AutoCAD SHX Text

HD. GALV. STL. PLATE POST BAND BRACKET (ALL SIDES)

AutoCAD SHX Text

C-AE504

AutoCAD SHX Text D8

AutoCAD SHX Text

ALUM. "U" TRIM W/ WELDED CORNERS

AutoCAD SHX Text PERFORATED ALUM. PANEL (3003 H-14) " 332" ROUND HOLES X " 316" STAGGERED PITCH X .050 THICK X CLOSED "FINISHED" END PATTERN (28% OPEN AREA)

AutoCAD SHX Text NOTE: THIS IS AN EXISTING CHAIN LINK FENCE WITH A "NEW" PERFORATED PANEL OVERLAY ASSEMBLY

AutoCAD SHX Text

VARIES

AutoCAD SHX Text

VERIFY REQUIRED DISTANCE IN FIELD AFTER ELEC. CONDUITS ARE INSTALLED

AutoCAD SHX Text

VARIES (7'-2" MAX. WIDTH)

AutoCAD SHX Text

VERIFY REQUIRED DISTANCE IN FIELD AFTER ELEC. CONDUITS ARE INSTALLED

AutoCAD SHX Text

1" SHAFTLINER

AutoCAD SHX Text 2 " x 25 GA I-STUD 12" x 25 GA I-STUD 24" O.C.

AutoCAD SHX Text

J TRACK

AutoCAD SHX Text

EXISTING FLOOR SLAB

AutoCAD SHX Text

1/2" GWB (TYPE 'X') - 3 LAYERS AT HORIZONTAL AND 2 LAYERS AT VERTICAL SIDES

AutoCAD SHX Text

POWER DRIVEN FASTENERS @ 24" O.C.

AutoCAD SHX Text ELEC. CONDUITS AND RACK SUPPORT, SEE ELECTRICAL DETAILS FOR SUPPORT / ASSEMBLY REQUIREMENTS

AutoCAD SHX Text

CONT. INTUMESCENT SEALANT

AutoCAD SHX Text

J TRACK

AutoCAD SHX Text

PAINT ALL SIDES OF ENCLOSURE P-8.

AutoCAD SHX Text NOTE: REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS / ROUTE OF CONDUITS REQUIRING RATED ENCLOSURE

AutoCAD SHX Text

TEST ASSEMBLY: WHI 694-0300.1 (SIM)

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

CHAMFERED CORNER (ALL SIDES)

AutoCAD SHX Text

POURED REINFORCED CONCRETE PAD (SEE STRUCTURAL DRAWINGS)

AutoCAD SHX Text

EPOXY DOWELS; SEE STRUCTURAL FOR REQUIREMENTS

AutoCAD SHX Text

NEW OR EXISTING CONCRETE SLAB TO REMAIN

AutoCAD SHX Text

PAINT P-7 SAFETY YELLOW (MIN 4 WEEKS AFTER POURING PAD)

AutoCAD SHX Text

ELECTRICAL / HVAC EQUIPMENT SEE ELECTRICAL / MECHANICAL DRAWINGS

AutoCAD SHX Text

C-AE504

AutoCAD SHX Text B6

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

REMOVABLE GUARD - 1 " O 12" O STEEL PIPE PAINTED SAFETY YELLOW

AutoCAD SHX Text

SIGN TYPE IN-01.21B SECURED WITH FASTENERS TO PLATE

AutoCAD SHX Text

18" STEEL PLATE WELDED TO PIPE RAIL (PTD)

AutoCAD SHX Text

2" O STEEL PIPE SLEEVE WELDED TO PLATE

AutoCAD SHX Text

12" BOLT AND NUT (EACH SIDE)

AutoCAD SHX Text

FINISHED FLOOR

AutoCAD SHX Text 38" STEEL PLATE WITH (4) " O EXPANSION 12" O EXPANSION BOLTS. 4" MINIMUM EMBEDMENT. PAINT SAFETY YELLOW

AutoCAD SHX Text

FACE OF WALL / OPENING

AutoCAD SHX Text UL DESIGN NO. X313 COLUMN RATING = 2 HRS STEEL COLUMN (SEE STRUCTURAL DWGS.) MINERAL AND FIBER BOARDS NOGGINGS FASTENERS NOTE: DETAIL IS APPLICABLE TO PORTIONS OF STEEL COLUMNS BETWEEN THE EXISTING ROOF SLAB AND THE "NEW" VAULT 1 SLAB

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

AutoCAD SHX Text

BLDG 6

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

NTS

GENSET #2

GEN-2GENSET #3

GEN-3

PARALLELING SW

ITCHGEAR ROOM

PSR-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

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

1 & GEN PLTFRM

Key Plan

Balance of Work

9/12/2022

C-SF171

GEN PLATFORM & 1ST FLOOR

FRAMING PLAN & ELEC ROOM ROOF

PLAN

MY AA

GENERATOR PLATFORM FRAMING PLANE3

PLAN

NORTH

ELECTRICAL ROOM ROOF FRAMING PLANE8

TYP. GENSET PLATFORM FRAMING PLANF6

GEN PLATFORM STAIR FRAMING PLAN B6

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text

DN

AutoCAD SHX Text D

AutoCAD SHX Text C.1

AutoCAD SHX Text C

AutoCAD SHX Text B.4

AutoCAD SHX Text B

AutoCAD SHX Text A.8

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.8

AutoCAD SHX Text

AutoCAD SHX Text 3.8

AutoCAD SHX Text

AutoCAD SHX Text 3.5

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C.1

AutoCAD SHX Text C

AutoCAD SHX Text B.4

AutoCAD SHX Text B

AutoCAD SHX Text A.8

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.8

AutoCAD SHX Text

AutoCAD SHX Text 3.8

AutoCAD SHX Text

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text W24 X 76

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text LOCATION OF (2) GENERATOR WT= 150 KIPS EACH CONNECT GENERATORS TO STEEL FRAMING AS PER GENERATOR MANUFACTURER REQUIREMENTS

AutoCAD SHX Text 3.5

AutoCAD SHX Text

AutoCAD SHX Text W21X 44 (22)

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W12 X 40

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W18 X 35 (8)

AutoCAD SHX Text W18 X 35

AutoCAD SHX Text W12 X 16 ( 8 )

AutoCAD SHX Text W18 X 35 ( 12 )

AutoCAD SHX Text W18 X 35 ( 12 )

AutoCAD SHX Text

7 " 12" EDGE OF SLAB

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text

7 " 12" EDGE OF SLAB

AutoCAD SHX Text

OPEN NO STEEL GRATING THIS AREA

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W12

AutoCAD SHX Text W24 X 62

AutoCAD SHX Text W12

AutoCAD SHX Text

HORIZ BRACE 2L4X4X TYP38 TYP

AutoCAD SHX Text W24 X 76

AutoCAD SHX Text W24 X 62

AutoCAD SHX Text W12 X 40

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W12

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W18 X 35

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text M10

AutoCAD SHX Text W18 X 35

AutoCAD SHX Text W12

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W27 X 94

AutoCAD SHX Text W18 X 35

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W18 X 35

AutoCAD SHX Text W12

AutoCAD SHX Text

W10X22 (HIGH)

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text

W12X40 CANT (TYP)

AutoCAD SHX Text

W12X40 CANT (TYP)

AutoCAD SHX Text

W12X40 CANT (TYP)

AutoCAD SHX Text

W18X35 CANT

AutoCAD SHX Text

W10X22 (HIGH)

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12X26

AutoCAD SHX Text

W12X26 SPLIT CANT

AutoCAD SHX Text W18 X 35

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text

MD-G90

AutoCAD SHX Text

MD-G90

AutoCAD SHX Text

MD-G90

AutoCAD SHX Text

MD-G90

AutoCAD SHX Text

MD-G90

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12

AutoCAD SHX Text

CANT

AutoCAD SHX Text

CANT

AutoCAD SHX Text

CANT

AutoCAD SHX Text

CANT

AutoCAD SHX Text

EXTERIOR STAIR

AutoCAD SHX Text

GC: COORDINATE DISTANCE BETW BEAMS W/ GENERATOR SET MANUFACTURE

AutoCAD SHX Text

W10X22 (HIGH)

AutoCAD SHX Text W12

AutoCAD SHX Text

OPEN NO STEEL GRATING THIS AREA

AutoCAD SHX Text W21X 44 (22)

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12

AutoCAD SHX Text

W10X22 (HIGH)

AutoCAD SHX Text G1

AutoCAD SHX Text G1

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12X26

AutoCAD SHX Text W12X26

AutoCAD SHX Text

SIM

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text

W12X40 CANT (TYP)

AutoCAD SHX Text W12

AutoCAD SHX Text

W12 X 40 W12X40 CANT.

AutoCAD SHX Text

W12X40 CANT.

AutoCAD SHX Text

KB (L4X4X ")38")

AutoCAD SHX Text W12 CANTS. FOR ELECTRICAL CONDUITS SUPPORT COORDINATE W/MEP DWGS. FOR EXACT LOCATIONS.

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text W12

AutoCAD SHX Text

HORIZ BRACE 2L4X4X TYP38 TYP

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 35

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text W18 X 50*

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text

HORIZ BRACE 2L4X4X TYP38 TYP

AutoCAD SHX Text C5

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text C2

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text C2

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text C2

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text C2

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text F2

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text D2

AutoCAD SHX Text

C-SF372

AutoCAD SHX Text E5

AutoCAD SHX Text

C-SF372

AutoCAD SHX Text E8

AutoCAD SHX Text

C-SF372

AutoCAD SHX Text F2

AutoCAD SHX Text

C-SF372

AutoCAD SHX Text

ELECTRICAL ROOM FLOOR LOAD SCHEDULE (PSF)

AutoCAD SHX Text

LIVE LOAD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TOTAL LOAD

AutoCAD SHX Text

270 PSF

AutoCAD SHX Text

PLATFORM LOAD SCHEDULE (PSF)

AutoCAD SHX Text

LIVE LOAD (U.O.N)

AutoCAD SHX Text

AutoCAD SHX Text 3 " LIGHT WEIGHT CONCRETE SLAB OVER 2" GALVANIZED METAL DECK 12" LIGHT WEIGHT CONCRETE SLAB OVER 2" GALVANIZED METAL DECK (5 " TOTAL SLAB THICKNESS)12" TOTAL SLAB THICKNESS)

AutoCAD SHX Text

AutoCAD SHX Text

ELECTRICAL ROOM ROOF LOAD SCHEDULE (PSF)

AutoCAD SHX Text

ROOFING AND INSULATION

AutoCAD SHX Text

AutoCAD SHX Text

LIVE LOAD (U.O.N)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CEILING, PIPES AND MECHANICAL

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1 " X " STEEL GRATING 12" X " STEEL GRATING 14" STEEL GRATING

AutoCAD SHX Text 3 " LIGHT WEIGHT CONCRETE SLAB OVER 2" GALVANIZED METAL DECK 12" LIGHT WEIGHT CONCRETE SLAB OVER 2" GALVANIZED METAL DECK (5 " TOTAL SLAB THICKNESS)12" TOTAL SLAB THICKNESS)

AutoCAD SHX Text

TOTAL LOAD

AutoCAD SHX Text

AutoCAD SHX Text

TOTAL LOAD

AutoCAD SHX Text

AutoCAD SHX Text

CEMENTITIOUS FIREPROOFING

AutoCAD SHX Text

AutoCAD SHX Text

CEMENTITIOUS FIREPROOFING

AutoCAD SHX Text 3.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.8

AutoCAD SHX Text W18 X 35 ( 18 )

AutoCAD SHX Text W18 X 35 ( 18)

AutoCAD SHX Text

MD

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text D

AutoCAD SHX Text C.1

AutoCAD SHX Text C

AutoCAD SHX Text 2.6

AutoCAD SHX Text B.5

AutoCAD SHX Text W18X50 (18)

AutoCAD SHX Text W18 X 35 (18)

AutoCAD SHX Text W18 X 35 ( 10 )

AutoCAD SHX Text B

AutoCAD SHX Text A.8

AutoCAD SHX Text

AutoCAD SHX Text

10 " 12" EDGE OF SLAB

AutoCAD SHX Text

10 " 12" EDGE OF SLAB

AutoCAD SHX Text M6

AutoCAD SHX Text M6

AutoCAD SHX Text W12 X 16

AutoCAD SHX Text W18 X 35 ( 18 )

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text M6

AutoCAD SHX Text M6

AutoCAD SHX Text W18 X 50

AutoCAD SHX Text B.4

AutoCAD SHX Text

MD

AutoCAD SHX Text

MD

AutoCAD SHX Text B2

AutoCAD SHX Text

C-SF372

AutoCAD SHX Text C8

AutoCAD SHX Text

C-SF372

AutoCAD SHX Text C5

AutoCAD SHX Text

C-SF372

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X26

AutoCAD SHX Text W12X26

AutoCAD SHX Text W12X26

AutoCAD SHX Text

KB

AutoCAD SHX Text

KB

AutoCAD SHX Text

KB

AutoCAD SHX Text

KB

AutoCAD SHX Text

KB

AutoCAD SHX Text

KB

AutoCAD SHX Text

KB

AutoCAD SHX Text

KB

AutoCAD SHX Text A.8

AutoCAD SHX Text

AutoCAD SHX Text 3.5

AutoCAD SHX Text

HSS 4X4X TYP.14 TYP.

AutoCAD SHX Text

2L4X4X HORIZ 38 HORIZ HORIZ X-BRACING

AutoCAD SHX Text G1

AutoCAD SHX Text C9

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text C9

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text

2L4X4X HORIZ 38 HORIZ BRACING (TYP)

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12X16

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text W12 X 26

AutoCAD SHX Text G1

AutoCAD SHX Text C

AutoCAD SHX Text B.4

AutoCAD SHX Text B

AutoCAD SHX Text C5

AutoCAD SHX Text

C-SF371

AutoCAD SHX Text F I R S T A V E N U E

AutoCAD SHX Text A S S E R L E V Y P L A C E

AutoCAD SHX Text E A S T 2 3 r d. S T R E E T

AutoCAD SHX Text

BLDG 3

AutoCAD SHX Text

BLDG 2

AutoCAD SHX Text

BLDG 4 / 5

AutoCAD SHX Text

E A S T 25 TH STREET

AutoCAD SHX Text

BLDG 1

AutoCAD SHX Text N

AutoCAD SHX Text

BLDG 6

AutoCAD SHX Text NOTES: 1. ALL STEEL MEMBERS UNDER THE STEEL GRATING TO BE HOT DIPPED GALVANIZED EXCEPT ALL STEEL MEMBERS UNDER THE STEEL GRATING TO BE HOT DIPPED GALVANIZED EXCEPT STRUCTURAL COLUMNS (UNO). 2. TOP OF STEEL ELEVATION (EL. +22'-6"). TOP OF STEEL ELEVATION (EL. +22'-6"). 3. ON PLAN DENOTES 1 " X " GALV. STEEL GRATING. ALL GRATING CLIPS AND BOLTS TO ON PLAN DENOTES 1 " X " GALV. STEEL GRATING. ALL GRATING CLIPS AND BOLTS TO 12" X " GALV. STEEL GRATING. ALL GRATING CLIPS AND BOLTS TO 38" GALV. STEEL GRATING. ALL GRATING CLIPS AND BOLTS TO BE HOT DIPPED GALVANIZED UNO 4. ON PLAN DENOTES 3 " LIGHT WEIGHT CONCRETE OVER 2" DEEP X 18 GAGE ON PLAN DENOTES 3 " LIGHT WEIGHT CONCRETE OVER 2" DEEP X 18 GAGE 12" LIGHT WEIGHT CONCRETE OVER 2" DEEP X 18 GAGE GALVANIZED (G90) COMPOSITE METAL DECK (TOTAL THICK. = 5 " ), DOUBLE SPAN MIN. 12" ), DOUBLE SPAN MIN. 5. ON PLAN DENOTES MOMENT FRAME CONNECTIONS SEE DWG C-SF503 FOR MORE ON PLAN DENOTES MOMENT FRAME CONNECTIONS SEE DWG C-SF503 FOR MORE DETAILS. 6. (XX) ON PLAN DENOTES NUMBER OF " SHEAR STUDS WELDED IN THE FIELD ON THE OF (XX) ON PLAN DENOTES NUMBER OF " SHEAR STUDS WELDED IN THE FIELD ON THE OF 34" SHEAR STUDS WELDED IN THE FIELD ON THE OFBEAM AT TOP AND UNIFORMLY SPACED. 7. ALL BEAM EQUALLY SPACED U.O.N ALL BEAM EQUALLY SPACED U.O.N 8. W12 ON PLAN DENOTES W12X16 STEEL BEAM TYPICAL. W12 ON PLAN DENOTES W12X16 STEEL BEAM TYPICAL. 9. ALL HORIZONTAL BRACING MEMBERS SHALL BE 2L4X4X " UON. ALL HORIZONTAL BRACING MEMBERS SHALL BE 2L4X4X " UON. 38" UON. 10. FOR TYPICAL DETAILS AND SUPERSTRUCTURE SECTIONS SEE C-SF370 & C-SF500 SERIES. FOR TYPICAL DETAILS AND SUPERSTRUCTURE SECTIONS SEE C-SF370 & C-SF500 SERIES. 11. SEE SHEET C-S001 FOR GENERAL STRUCTURAL NOTES. SEE SHEET C-S001 FOR GENERAL STRUCTURAL NOTES. 12. COORDINATE FINAL LOCATION OF BEAMS MARKED WITH (*) ON PLAN WITH GENERATOR COORDINATE FINAL LOCATION OF BEAMS MARKED WITH (*) ON PLAN WITH GENERATOR MANUFACTURER TO BE LOCATED BELOW THE GENERATOR AS NEEDED.

AutoCAD SHX Text

MD-G90

AutoCAD SHX Text M-

AutoCAD SHX Text NOTES: 1. TOP OF CONCRETE SLAB ELEVATION +39'-11" TOP OF CONCRETE SLAB ELEVATION +39'-11" 2. ON PLAN DENOTES 3 " LIGHT WEIGHT CONCRETE OVER 2" DEEP X 18 GAGE ON PLAN DENOTES 3 " LIGHT WEIGHT CONCRETE OVER 2" DEEP X 18 GAGE 12" LIGHT WEIGHT CONCRETE OVER 2" DEEP X 18 GAGE GALVANIZED COMPOSITE METAL DECK (TOTAL THICK. = 5-1/2"), DOUBLE SPAN MIN. 3. ALL BEAMS EQUALLY SPACED U.O.N. ALL BEAMS EQUALLY SPACED U.O.N.

AutoCAD SHX Text

MD

AutoCAD SHX Text G1

AutoCAD SHX Text NOTES: 1. TOP OF STEEL ELEVATION (EL. +26'-6"). TOP OF STEEL ELEVATION (EL. +26'-6"). 2. ON PLAN DENOTES 1 " X " GALV. ON PLAN DENOTES 1 " X " GALV. 12" X " GALV. 38" GALV. GALV. STEEL GRATING 3. KB ON PLAN DENOTES L3X3X KNEE BRACING KB ON PLAN DENOTES L3X3X KNEE BRACING 14 KNEE BRACING

AutoCAD SHX Text G1

AutoCAD SHX Text NOTES: 1. TOP OF STEEL ELEVATION (EL. +24'-4"). TOP OF STEEL ELEVATION (EL. +24'-4"). 2. ON PLAN DENOTES 1 " X " GALV. STEEL GRATING ON PLAN DENOTES 1 " X " GALV. STEEL GRATING 12" X " GALV. STEEL GRATING 38" GALV. STEEL GRATING GALV. STEEL GRATING

AutoCAD SHX Text G1

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

8'

Hilti Firestop Systems

System No. W-L-3396

SECTION A-A

W L

Page: 1 of 2

3. Firestop Device* — Firestop device consisting of a steel collar with plug to be centered over opening and mounted to face of gypsum board on both sides of wall. Each flange of collar is secured to wall with No. 10 by 1-1/2 in. (38 mm) steel laminating screw and min 9/16 in. (15 mm) diam steel washer through prepunched hole in flange. As an alternate, min 3/16 in. (4.8 mm) diam by 2-1/2 in. (64 mm) long steel toggle bolts in conjunction with min 9/16 in. (15 mm) diam steel washers may be used. For openings with cables, plug within collar cut to fit tightly around the cable bundle. For blank openings (no cables), the hourly F and FH Ratings of the firestop system are equal to the hourly rating of the wall in which it is installed.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-CC 4" Firestop Cable Collar L Ratings apply to blank the openings only per indicated in Table below.

A

A

Page: 2 of 2

C

CL

ASS I F IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

US

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

January 23, 2015

W L

1A 1B

2 3

4. Fill, Void or Cavity Material* (Optional, Not Shown) — Fill material applied to fill interstices between and around the cable bundle at both sides of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant or FS-ONE MAX Intumescent Sealant, CP 618 Putty

* 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. W-L-3396

ANSI/UL1479 (ASTM E814) CAN/ULC S115

F Ratings - 1 and 2 Hr (See Item 1) F Ratings - 1 and 2 Hr (See Item 1)

T Ratings - 0, 1 and 2 Hr (See Items 2 and 3) FT Ratings - 0, 1 and 2 Hr (See Items 2 and 3)

L Rating At Ambient - See Item 3 FH Ratings - 1 and 2 Hr (See Item 1)

L Rating At 400F - See Item 3 FTH Ratings - 0, 1 and 2 Hr (See Items 2 and 3)

L Rating At Ambient - See Item 3

L Rating At 400F - See Item 3

Opening CFM (per device) CFM/Sq Ft Opening

Ambient 400F Ambient 400F Blank Opening Only (no cables) Less Than 1 Less Than 1 Less Than 1 4 Max 100% visual fill with Cat 5 and/or Cat 6 cables 1.2 Less Than 1 13.2 8.9

Hilti Firestop Systems

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

January 23, 2015

1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described within the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the following construction features:

A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.

B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Opening in gypsum board to be max 4 in. (102 mm) diam.

The hourly F and FH Ratings of the firestop system are dependent upon the hourly rating of the wall in which it is installed.

1A. Sleeve — (Not Shown, Required) - Nom 4 in. (102 mm) diam (or smaller) sleeve friction fit into wall opening, flush with both wall surfaces.

The following types of sleeves may be used: Schedule 5 (or heavier) steel pipe, min 28 ga steel sleeve, or Schedule 40 solid or cellular core polyvinyl chloride (PVC).

2. Cables — Cables may be installed within opening for a 0 to 100 percent visual fill. When PVC sleeve (Item 1A) is used, the aggregate cross-sectional area of cable in opening to be max 45 percent of the cross-sectional area of the opening. Cables to be tightly bundled and rigidly supported on both sides of wall assembly. Any combination of the following types of cables may be used:

A. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) jacketing and insulation.

B. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation.

C. Max 4/0 AWG Type RHH ground cable.

D. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables.

E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing.

F. Fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation having a max diam of 1/2 in. (13 mm).

G. Max 3/C No 12 AWG MC Cable.

For opening with cables, when the hourly rating of the wall assembly is 1 hr, the T, FT and FTH Ratings are 0 hr. For opening with cables, when the hourly rating of the wall assembly is 2 hr, the T, FT and FTH Ratings are 1 hr.

Hilti Firestop Systems Hilti Firestop Systems Hilti Firestop Systems Hilti Firestop Systems

System No. W-L-3395

SECTION B-B

W L

Page: 1 of 4

1. Wall Assembly — The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described within the individual U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the following construction features:

A. Studs — Wall framing shall consist of steel channel studs. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.

B. Gypsum Board* — Nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Maximum size of opening in gypsum board is dependent on the mounting of the gangplate firestop device (Item 2). Openings for gangplates that are surface mounted to the gypsum board may be oriented vertically or horizontally. Openings for gangplates that are stud mounted direct to the wall studs prior to gypsum board layers are oriented horizontally. Maximum opening sizes are specified in Table below.

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

March 21, 2017

AA

Page: 2 of 4 Page: 3 of 4 Page: 4 of 4

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-SL SK 4" Firestop Retrofit Sleeve 3D. Firestop Device* — Firestop device consists of a corrugated steel tube with an inner plastic housing, intumescent material rings and twisted inner fabric smoke seal. The device flanges are to be spun counterclockwise and removed since they are not used. Device tube slid into gang plate port opening and centered within wall such that ends of device tube project an approximate equal distance from the gang plate on each side of wall. The two integral screws within the flange of the gang plate port at each side of wall are tightened to firmly bear against the device sleeve to retain it in position. The inner fabric seal shall be twisted to completely close off any unused opening within the device.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 653 4" Speed Sleeve

4 Fill, Void or Cavity Material* - Plug — Plugs are required to be used with the CFS-SL RK and SK firestop devices (Items 3B and 3C). Nom 4" diam plug friction fit within the device sleeve flush with each end of the device on both sides of wall. Plug cut to fit around the cable bundle (if used) and installed tightly within the device sleeve.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-PL Firestop Plug 4"

5. Cables — Within the loading area for each firestop device (Items 3B through 3D), a tightly bundled cable may be installed. The aggregate cross-sectional area of cables shall be min 0 to max 60 percent fill for each CFS-SL RK and CFS-SL SK firestop device (Items 3B and 3C). For the CP 653 Speed Sleeve firestop device (Item 3D), the cables can be used for a 0 to 100 percent visual fill. Cables to be rigidly supported on both sides of wall assembly. Any combination of the following types of cables may be used:

A. Max 100 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with polyvinyl chloride (PVC) jacketing and insulation.

B. Max 7/C No. 12 AWG copper conductor control cable with PVC or XLPE jacket and insulation.

C. Max 4/0 AWG Type RHH ground cable.

D. Max 4 pr No. 22 AWG Cat 5 or Cat 6 computer cables.

E. Max RG 6/U coaxial cable with fluorinated ethylene insulation and jacketing.

F. Fiber optic cable with polyvinyl chloride (PVC) or polyethylene (PE) jacket and insulation having a max diam of 1/2 in. (13 mm).

G. Max 3/C No 12 AWG MC Cable.

H. Through Penetrating Product* — Any Cables, Metal-Clad Cable+ or Armored Cable+ currently Classified under the Through Penetrating

Products category.

See Through Penetrating Product (XHLY) category in the Fire Resistance Directory for names of manufacturers.

I. Max 3/C No 12 AWG MC Cable.

The L Ratings are dependent on the type and number of devices within the gang plate and the cable type and fill. For devices with cable bundle, the cable bundle shall be nominally centered within the device to attain the L Ratings. The L Ratings in CFM per GP device (Table 1) and in CFM per ft2 of opening (Table 2) are specified below:

Table 1 - CFM per CFS-SL GP Gangplate Device at Ambient and 400F

Table 2 - CFM per FT2 of Opening at Ambient and 400FC

CL

ASS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

US

W L

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

March 21, 2017

ANSI/UL1479 (ASTM E814) CAN/ULC S115

F Ratings - 1 and 2 Hr (See Items 1 and 2) F Ratings - 1 and 2 Hr (See Items 1 and 2)

T Rating - 1/4 Hr FT Rating - 1/4 Hr

L Rating At Ambient - See Item 5 FH Ratings - 1 and 2 Hr (See Items 1 and 2)

L Rating At 400F - See Item 5 FTH Ratings - 1/4 Hr

L Rating At Ambient - See Item 5

L Rating At 400F - See Item 5

BB

SECTION A-A

2 3D 5

2 5 3B 3C 4

1A1B 3B

3C

2 5

1B 1A

3D

Firestop Device (Item 2) Maximum Opening Size, in. (mm) Gangplate Mounting

Surface Mounted Stud Mounted

24" Gangplate :

Single 20-1/2" x 5-1/2" (521 x 140) 23" x 6-3/4" (584 x 171)

Double (Stacked) 20-1/2" x 13-1/4" (521 x 337) 23" x 14-1/4" (584 x 362)

16" Gangplate :

Single 15" x 5-1/2" (381 x 140) 15-3/16" x 6-3/4" (386 x 171)

Double (Stacked) 15" x 13-1/4" (381 x 337) 15-3/16" x 14-1/4" (386 x 362)

The hourly F and FH Ratings of the firestop system are dependent upon the hourly rating of the wall in which it is installed.

2. Firestop Device* — The firestop device consists of a steel plate sandwich construction with three (16" device size) or four (24" device size) circular opening ports which are each nom 4 in. (102 mm) diam. The firestop device is intended to be oriented vertically or horizontally and mounted to the face of the opening on both sides of wall. The 16" and 24" firestop devices when oriented horizontally are attached to the 16 in.

(406 mm) and 24 in. (610 mm), respectively, center to center spaced wall studs at each side of opening, over the gypsum board. As an option, up to two devices may be installed adjacent to each other with a nom 13/16 in. (2 cm) overlap to protect larger sized openings (see Item 1B, double device). As an option, single and double 16" and 24" gang plates may be attached directly against the studs prior to installation of the gypsum board layers. When 16" gang plate is installed horizontally in 24" stud cavity, attachment of plate to wall studs is optional. As an option, two devices may be installed end to end in adjacent stud cavities, over the gypsum board layers or directly attached to the wall studs when installed in accordance with the Hilti Installation Instructions and min one layer of gypsum board each side of wall is continuous across the two stud cavities. Each device shall be secured to gypsum board with min No. 10 by 1-1/2 in. (38 mm) steel drywall screws through prepunched holes around periphery of steel device plates; min three (16" gang plate) or four (24" gang plate) screws are used at each long dimension and three screws at each end. When device is secured direct to studs prior to installation of gypsum board layers, the fasteners along each long dimension of opening are spaced max 2-1/2 in. (64 mm) from corners and max 6 in. (152 mm) on center unless otherwise noted in Hilti Installation Instructions. Min screw length is 3/4 in. (19 mm) where device is secured direct to studs and at the overlapping plate to plate joint for double devices. The device shall be installed in accordance with the accompanying installation instructions. When the hourly rating of the wall assembly is 1 hr, blank gang plates (no cables) may be installed vertically or horizontally for single gang plate openings only, and double gang plates are limited to installation horizontally with fasteners at ends of plates penetrating into wall studs.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-SL GP 16" and 24" Firestop Gangplate

3. Firestop Device — Within each circular opening port of the CFS-SL GP firestop gang plates (Item 2), one of the following firestop devices shall be installed. Any combination of these firestop devices may be used within each gang plate.

3A. Firestop Device* — Rectangular steel plate designed to close port openings with no penetrants. Plate is field installed in accordance with Hilti

Installation Instructions. Flanges of gang plate over port opening are removed by loosening GP nuts, the steel plate cap installed with prepunched holes aligned with GP fasteners, and the flanges of GP then reinstalled and nuts reinstalled to tighten the plates in position.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-SL GP CAP Firestop Gangplate CAP 3B. Firestop Device* — Firestop device consists of a corrugated steel tube. The device flanges are removed by spinning counterclockwise and are not used. Device tube slid into gang plate port opening and centered within wall such that ends of device tube project an approximate equal distance from the gang plate on each side of wall. The two integral screws within the flange of the gang plate port at each side of wall are tightened to firmly bear against the device sleeve to retain it in position. Device is designed to allow installation before or after the cable penetrants (if employed) are in place. Device is used in combination with the firestop plugs described in Item 4.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CFS-SL RK 4" Firestop Sleeve 3C. Firestop Device* — Firestop device consists of a corrugated steel tube. The device flanges are removed by spinning counterclockwise and are not used. Device tube slid into gang plate port opening and centered within wall such that ends of device tube project an approximate equal distance from the gang plate on each side of wall. The two integral screws within the flange of the gang plate port at each side of wall are tightened to firmly bear against the device sleeve to retain it in position. Device is used in combination with the firestop plugs described in Item 4.

W L

Type and Number of Devices in CFS-SL GP (CAP - Item 3A; Devices - Any combination of Items 3B through 3D except as noted)

Cap(S) Only Cap(S) and One Device

Cap(S) and Two Devices

Cap (Opt) and Three Devices Four Devices

Blank Opening (no cables): Less Than 1 1 2 2.5 3.5

Openings with any combination of Item 5 cables for max 33% aggregate fill in device types 3B and 3C, and/or max 100% visual cable fill in device type 3D

- 2 4 6 8

Cap(S) only Cap(S) and one CP 653 Device

(Item 3D)

Cap(S) and Two CP 653 Devices

(Item 3D)

Cap (Opt) and Three CP 653

Devices (ITEM 3D)

Four CP 653 Devices

(Item 3D)

Openings with max 100% visual cable fill with cable type 5D only and CP 653 only

- 1.5 3 4 5.5

Type and Number of Devices in CFS-SL GP (CAP - Item 3A; Devices - Any combination of Items 3B through 3D except as noted)

Cap(S) only Cap(S) and One Device

Cap…