W912P6B140011_AMD0004_Dispersal_Barrier_1_Project_B_Plans.pdf

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US Army Corps of Engineers

US Army Corps

Chicago District

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LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

Contract: W912P6-XX-X-XXXX

AUGUST 8, 2014

Certified Final Documents - RTA W912P6-14-B-0011

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CANAL

BOUNDARIES

PROJECT

LOCATION

PROJECT

ROMEOVILLE, ILLINOIS

CHICAGO SANITARY SHIP

CANAL FISH BARRIER I - PROJECT B

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OR DETAIL

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WHERE SECTION

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SHEET INDEX

GENERAL NOTES

STANDARD ABBREEVIATIONS

SECTION MARKER SECTION TITLESECTION TITLE

PAVEMENTP

TOP OF CURBTC

GRADE AT FORNDATIONGF

FINISH FLOORFF

CENTERLINECL

FIRE HYDRANTFH

NORTH AMERICAN VERTICAL DATUMNAVD

OCEAN SURVEYS, INC.OSI

CORPS OF ENGINEERSCOE

ARMY CORPS OF ENGINEERSACOE

DIGITAL TERRAIN MODELDTM

CORRUGATED METAL PIPECMP

REINFORCED CONCRETE PIPERCP

STEEL SHEET PILESSP

CONTRACTING OFFICER'S REPRESENTATIVECOR

MANHOLEMH

VERIFY IN FIELDVIF

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

PIPE SLOPES

HORIZONTALH

VERTICALV

MINIMUMMIN

NOT TO SCALENTS

EXPANSION JOINTEJ

CONSTRUCTION JOINTCJ

SHEET INDEX

STRAY CURRENT.

CONTRACTORS MUSH TAKE PRECAUTIONS TO PROTECT EMPLOYEES FROM

OF THE STRAY CURRENT HAS BEEN AS HIGH AS 346 VOLTS DIRECT CURRENT (VDC).

CONDUCTIVE MATERIALS WITHIN AND ADJACENT TO THE WORK LIMITS. MEASUREMENT

CONDUCTIVE MATERIALS CONTACTING THE GROUND, STRUCTURES, OR OTHER

CAUSED ELECTRIFICATION AND POTENTIAL SHOCK HAZARD WITH REGARD TO

12. AS A CONSEQUENCE OF OPERATIONS AT THE FISH BARRIER, STRAY CURRENT HAS

BE ROUTED THROUGH THE SPANG AND PULSER ROOMS.

11. UNLESS SPECIFICALLY NOTED, NO CONTROL SYSTEM CONDUIT OR CABLING SHALL

WILL BE UTILIZED BY OTHERS DURING PROJECT DURATION.

TRAFFIC DURING THE CONSTRUCTION DURATION OF THE PROJECT. ROADWAY

10. CONTRACTOR SHALL PROVIDE AT LEAST ONE OPEN LANE FOR TWO WAY TRUCK

ALLOWED TO BE SHUT DOWN DURING CONSTRUCTION.

9. CONTRACTOR SHALL NOTE THAT THE ROAD ADJACENT TO THE BARRIERS IS NOT

NOT FROM CANAL, VIA BARGE OR BOAT.

8. CONTRACTOR SHALL NOTE THAT ALL WORK WILL BE PERFORMED ON LAND AND

IN AND AROUND THE CANAL.

DURING CONSTRUCTION AND SHOULD PROCEED WITH CAUTION WHILE WORKING

7. CONTRACTOR SHALL BE AWARE THAT THE ELECTRIC BARRIER WILL BE ACTIVE

MANUFACTURERS RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.

6. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH

LAYOUT OF WORK LIMITS AND FENCE LINE.

5. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR

THE SPECIFIED WORK LIMITS.

4. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN

TIME. ACTUAL CONDITIONS MAY VARY.

AND REPRESENTS CONDITIONS EXISTING AT THAT

PRESENTED IS FROM BOLLINGER, LACH, & ASSOCIATES, INC.

3. THE TOPOGRAPHIC AND PLANIMETRIC INFORMATION

VERTICAL DATUM (NAVD) OF 1988.

2. THE VERTICAL DATUM SHALL BE BASED ON NORTH AMERICAN

STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD 1983.

1. THE HORIZONTAL DATUM IS BASED ON THE ILLINOIS

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SHEET INDEX

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUTP-10798

ADMINISTRATION WING FIRST FLOOR SANITARY PIPING LAYOUTP-10697

PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUTP-10596

PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUTP-10495

ADMINISTRATION WING SECOND FLOOR WATER PIPING LAYOUTP-10394

PRODUCTION WING FIRST FLOOR WATER PIPING LAYOUTP-10293

ADMINISTRATION WING FIRST FLOOR WATER PIPING LAYOUTP-10192

PLUMBING KEY PLANP-00191

CLEAN AGENT STORAGE TANK (CAST) SCHEDULEFP-60190

SECOND FLOOR FIRE SUPPRESSION PLANFP-10289

FIRST FLOOR FIRE SUPPRESSION PLANFP-10188

ONE LINE DIAGRAMFA-60287

FIRE ALARM SYSTEM MATRIXFA-60186

SECOND FLOOR FIRE SUPPRESSION PLANFA-10285

FIRST FLOOR FIRE SUPPRESSION PLANFA-10184

ARCHITECTURAL SCHEDULES DOORSA-60183

TYPICAL ARCHITECTURAL DETAILS WINDOWSA-50582

TYPICAL DOOR DETAILS SHEET 2A-50481

TYPICAL DOOR DETAILS SHEET 1A-50380

ROOF DETAILSA-50279

EXTERIOR WALLS TYPICAL COMPONENT DETAILSA-50178

EXTERIOR WALLS TYPICAL DETIAL SECTIONSA-40177

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 6A-31376

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 5A-31275

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 4A-31174

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 3A-31073

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 2A-30972

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 1A-30871

TYPICAL WALL SECTION ADMINISTRATION WING SHEET 3A-30770

TYPICAL WALL SECTION ADMINISTRATION WING SHEET 2A-30669

TYPICAL WALL SECTIONS ADMINISTRATION WING SHEET 1A-30568

TYPICAL SECTION BAYS 12-13 13-14 14-15A-30467

TYPICAL SECTION BAYS 8-9 9-10 10-11 11-12A-30366

TYPICAL SECTION BAYS 4-5 5-6 6-7 7-8A-30265

TYPICAL SECTIONS BAYS 1-2 2-3 3-4A-30164

ROOF PLANS BAY 2-3A-11263

HOLLOW CORE PRECAST PLANKS PLANSA-11162

SECOND FLOOR PLAN BAYS 12-13 13-14 14-15, AND 15-16A-11061

SECOND FLOOR PLAN BAYS 8-9 9-10 10-11 11-12A-10960

SECOND FLOOR PLAN BAYS 4-5 5-6 6-7 7-8A-10859

SECOND FLOOR PLAN BAYS 1-2 2-3 3-4A-10758

FIRST FLOOR PLAN BAYS 12-13 13-14 14-15A-10657

FIRST FLOOR PLANS BAYS 8-9 9-10 10-11 11-12A-10556

FIRST FLOOR PLANS BAYS 4-5, 5-6, 6-7, 7-8A-10455

FIRST FLOOR PLAN BAY 2-3 CONFERENCE-BRIEFING ROOMA-10354

FIRST FLOOR PLAN BAY 1-2A-10253

BUILDING FLOOR PLANSA-10152

BUILDING ELEVATIONS AND TYPICAL SECTIONSA-10051

GENERAL NOTESA-00150

GRATING PLAN SECTIONS AND DETAILSS-70549

PLAN ELEVATION SECTIONS AND DETAILS STRUCTURAL FACADE OPENINGSS-70448

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 3S-70347

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 2S-70246

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 1S-70145

STRUCTURAL DETAILS SHEET 1S-50144

STRUCTURAL SCHEDULES-60143

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 5S-40542

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 4S-40441

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 3S-40340

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 2S-40239

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 1S-40138

STRUCTURAL SECTIONS BEAMS AND COLUMNS SHEET 2S-30637

STRUCTURAL SECTIONS BEAMS AND COLUMNS SHEET 1S-30536

STRUCTURAL SECTIONS AND DETAILS SHEET 4S-30435

STRUCTURAL SECTIONS AND DETAILS SHEET 3S-30334

STRUCTURAL SECTIONS AND DETAILS SHEET 2S-30233

STRUCTURAL SECTIONS AND DETAILS SHEET 1S-30132

PRODUCTION WING LONGITUDINAL STRUCTURAL FRAME ELEVATIONSS-20731

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 4S-20630

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 3S-20529

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 2S-20428

TRANSVERSE STRUCTURAL FRAME ELEVATIONS SHEET 1S-20327

ADMINISTRATION WING LONGITUDINAL STRUCTURAL FRAME ELEVATIONS SHEET 2S-20226

ADMINISTRATION WING LONGITUDINAL STRUCTURAL FRAME ELEVATIONS SHEET 1S-20125

BUILDING FOUNDATION PLAN AND TYPICAL SECTIONSS-10124

GENERAL NOTES STRUCTURAL S-00123

DETAILSC-50122

PARASITIC CONTROL CABINET SLAB & BURRIED CONDUITC-30821

PARASITIC & ELECTRODE DUCT BANKC-30720

TYPE B - FENCE DETAILC-30619

TYPE B - FENCE DETAILC-30518

TYPE A - FENCE DETAILC-30417

TYPE A - FENCE DETAILC-30316

TYPICAL ROADWAY CROSS SECTION, DUCT BANK AND WALKWAY LAYOUTC-30215

WALKWAY SECTION AND DETAILSC-30114

PARKING LOT GRADINGC-10813

SITE PLAN WEST SIDEC-10712

SITE PLANC-10611

SITE PLAN PERMANENT BARRIER IC-10510

SITE PLAN BARRIER IIBC-1049

SITE PLAN 135TH STREET/BARRIER IIBC-1038

SITE KEY PLANC-1027

WORK LIMITSC-1016

BORING LOGS PLAN AND PROFILEB-1015

GEOTECHNICAL LEGENDB-0014

SURVEY CONTROL AND BENCHMARKSV-0013

SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTESG-0022

LOCATION AND VICINITY MAPG-0011

REFERENCENUMBER

TITLE SHEET SHEET

SECOND FLOOR TELECOMMUNICATION PLAN AREA A&BT-102197

FIRST FLOOR TELECOMMUNICATION PLAN AREA A&BT-101196

ELECTRICAL LEGENDT-001195

ELECTRONIC SECURITY SYSTEM DOOR DETAILSEY-202194

ELECTRONIC SECURITY SYSTEM DOOR DETAILSEY-201193

SECOND FLOOR ESS PLAN AREA A&BEY-104192

SECOND FLOOR ESS PLAN AREA A&BEY-103191

FIRST FLOOR ESS PLAN AREA A&BEY-102190

FIRST FLOOR ESS PLAN AREA A&BEY-101189

ELECTRONIC SECURITY SYSTEM SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES1EY-00188

34.5KV ELECTRICAL MANHOLE DETAILSES-501187

34.5KV ELECTRICAL DUCTBANK SECTIONS AND DETAILSES-301186

34.5KV ELECTRICAL SITE PLAN "C"ES-004185

34.5KV ELECTRICAL SITE PLAN "B"ES-003184

34.5KV ELECTRICAL SITE PLAN "A"ES-002183

34.5KV ELECTRICAL SITE KEY PLANES-001182

LIGHTNING PROTECTION DETAILSEI-501181

LIGHTNING PROTECTION PLANEI-101180

ELECTRICAL SCHEDULESE-703179

ELECTRICAL SCHEDULESE-702178

ELECTRICAL SCHEDULESE-701177

ELECTRICAL ONE-LINEE-602176

ELECTRICAL ONE-LINEE-601175

ELECTRICAL DETAILSE-503174

ELECTRICAL DETAILSE-502173

ELECTRICAL DETAILSE-501172

ELECTRICAL SECTIONSE-301171

LIGHTING LOFT FLOOR PLANE-123170

LIGHTING SECOND FLOOR PLANE-122169

LIGHTING SECOND FLOOR PLANE-121168

LIGHTING SECOND FLOOR PLANE-120167

LIGHTING SECOND FLOOR PLANE-119166

LIGHTING FIRST FLOOR PLANE-118165

LIGHTING FIRST FLOOR PLANE-117164

LIGHTING FIRST FLOOR PLANE-116163

LIGHTING FIRST FLOOR PLANE-115162

ELECTRICAL UNDERGROUND PLANE-114161

ELECTRICAL UNDERGROUND PLANE-113160

ELECTRICAL LOFT FLOOR PLANE-112159

ELECTRICAL SECOND FLOOR PLANE-111158

ELECTRICAL SECOND FLOOR PLANE-110157

ELECTRICAL SECOND FLOOR PLANE-109156

ELECTRICAL SECOND FLOOR PLANE-108155

ELECTRICAL FIRST FLOOR PLANE-107154

ELECTRICAL FIRST FLOOR PLANE-106153

ELECTRICAL FIRST FLOOR PLANE-105152

ELECTRICAL FIRST FLOOR PLANE-104151

ELECTRICAL LEGENDE-103150

ELECTRICAL LEGENDE-102149

ELECTRICAL ABBREVIATIONSE-101148

BARRIER I HVAC OPERATION SEQUENCE PRODUCTION WING 1MI-705147

BARRIER I HVAC OPERATION SEQUENCE ADMINISTRATION WING 2MI-704146

BARRIER I HVAC OPERATION SEQUENCE ADMINISTRATION WING 1MI-703145

BARRIER I LIQUID COOLING SYSTEM PROTOCOL 2MI-702144

BARRIER I LIQUID COOLING SYSTEM PROTOCOL 1MI-701143

MECHANICAL SCHEDULESM-610142

MECHANICAL SCHEDULESM-609141

MECHANICAL SCHEDULESM-608140

MECHANICAL SCHEDULESM-607139

MECHANICAL SCHEDULESM-606138

MECHANICAL SCHEDULESM-605137

MECHANICAL SCHEDULESM-604136

MECHANICAL SCHEDULESM-603135

MECHANICAL SCHEDULESM-602134

BARRIER I LIQUID COOLING SYSTEM ONE LINE DIAGRAMM-601133

DETAILS - ERV SYSTEM, MINI SPLIT UNITS AND WATER SOURCE HEAT PUMPSM-508132

DETAILS - CONTROL AND SECURITY ROOM UNITS, SERVER ROOM UNITS AND PUMPSM-507131

DETAILS - CHILLER CONDENSING UNIT, EVAPORATOR, AND HEAT EXCHANGERM-506130

DETAILS - PRODUCTION WING HVACM-505129

DETAILS - ADMINISTRATION WING HVACM-504128

DETAILSM-503127

DETAILS M-502126

DETAILS M-501125

HVAC MECHANICAL SECTIONS O AND PM-309124

HVAC NORTH MECHANICAL ROOM TRANSVERSE SECTIONM-308123

HVAC NORTH MECHANICAL ROOM SECTIONS L AND MM-307122

HVAC SOUTH MECHANICAL ROOM SECTIONS J AND KM-306121

HVAC SOUTH MECHANICAL ROOM LONGITUDINAL SECTIONSM-305120

HVAC SOUTH MECHANICAL ROOM CROSS SECTIONM-304119

LIQUID COOLING SYSTEM LAYOUT SECOND FLOOR PLANM-303118

SKID LAYOUTSM-302117

LIQUID COOLING SYSTEM LAYOUT FIRST FLOOR PLANM-301116

LOFT ROOM, CONTROL ROOM, AND SERVER ROOM FLOOR PLANSM-108115

ADMINISTRATION WING SECOND FLOOR EXHAUST AND RETURN AIR DUCTWORK LAYOUTM-107114

ADMINISTRATION WING SECOND FLOOR SUPPLY AIR DUCTWORK LAYOUTM-106113

ADMINISTRATION WING FIRST FLOOR EXHAUST AND RETURN AIR DUCTWORK LAYOUTM-105112

ADMINISTRATION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUTM-104111

HVAC PRODUCTION WING SECOND FLOOR SUPPLY AIR DUCTWORK LAYOUTM-103110

HVAC PRODUCTION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUTM-102109

LIQUID COOLING SYSTEM FLOOR PLANSM-101108

MECHANICAL, HVAC, AND PIPING LEGENDM-001107

PLUMBING SCHEDULESP-603106

SANITARY PIPING SCHEMATICP-602105

WATER PIPING SCEMATICP-601104

PLUMBING DETALSP-501103

LOFT SPACE SUPPLY AND SANITARY PIPING LAYOUTSP-111102

ADMINISTRATION WING SECOND FLOOR SANITARY PIPING LAYOUTP-110101

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT 3P-109100

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT P-10899

REFERENCENUMBER

TITLE SHEET SHEET

DELTABEAM REFERENCE DRAWINGR-003203

E-600 REFERENCE DRAWINGR-002202

E-003 REFERENCE DRAWINGR-001201

TELECOMMUNICATION RISER DIAGRAMT-601200

TELECOMMUNICATION PLAN TYPICAL PLAN TYPICAL OUTLET DIAGRAMT-501199

----SERVER ROOM - AREA B9

FIRST FLOOR TELECOMMUNICATION PLAN ENLARGED ----T-103198

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DESIGN LOADS

ROOF LOADS FOR PRE-CAST PLANK DESIGN:

1. DEAD LOADS -

ROOFING MATERIAL AND TOPPING: 40 PSF

MECHANICAL/ELECTRICAL/FINISHES: 20 PSF

2. LIVE LOADS -

ROOF LIVE LOAD: 20 PSF

3. SNOW LOAD -

SNOW LOAD MAIN ROOF: 22 PSF

SNOW LOAD OTHER AREAS 22 PSF

4. WIND LOAD -

ADMINISTRATION WING 15 PSF

PRODUCTION WING 18 PSF

GENERAL:

1. BUILDING OCCUPANCY CATEGORY III

FLOOR LOADS FOR D-BEAM AND FLOOR PLANK DESIGN:

1. DEAD LOADS -

FLOOR PLANKS WITH TOPPING 90 PSF

FLOOR DEAD LOAD 40 PSF

MECHANICAL LOFT DEAD LOAD 40 PSF

CMU ALONG COLUMN LINE 3 480 PLF

2. LIVE LOADS -

LIVE LOADS BAY 1-2 125 PSF

LIVE LOADS BAY 2-3 250 PSF

LIVE LOADS BAY 3-4 100 PSF

MECHANICAL LOFT LIVE LOAD 200 PSF

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THAN 12" THICK

FOR WALLS GREATER

3" CLEAR COVER, TYP.

#5 @ 12" TYP.

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#6 @ 6" TYP.

#5 @ 6" TYP.

C O

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12" THICK.

FOR WALLS LESS THAN

1" CLEAR COVER, TYP.

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#4 @ 12" TYP.

#4 @ 12" TYP.

#4 BENT @ 6" TYP.

#4 BENT @ 6" TYP.

1'-4" 21'-4" 1'-4" 18'-8" 1'-4"

DETAIL SECTION

"=1'-0"2

1SCALE:

WITH THE ROOF LINE,TYP.

TOP OF WALL VARIES

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#5 @ 6" TYP.

HOOK IN THE WALL, TYP.

#5 BARS WITH 90°

#3 HAIRPIN BARS, TYP.

#4 @ 6" TYP.

#5 @ 6" TYP.

#4 @ 12" TYP.

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DETAIL

"=1'-0"2

1SCALE: 1

S501 S302

DETAIL

"=1'-0"2

1SCALE: 1

S501

S302

DETAIL

"=1'-0"2

1SCALE: 1

S501S302

DETAIL

"=1'-0"2

1SCALE: 1

S501

UNLESS OTHERWISE NOTED.

#4 CLOSED STIRRUPS @ 12", TYP.

CLEAR COVER TYP.

" STIRRUP 2

3 - #6 BOTTOM BARS, TYP.

@ 12" O.C.

TO THE SEAT ANGLE

#4 STRAP BAR WELDED

SEAT ANGLE

" 4 13 x 3x "

1'-4" 4"

S301

2DETAIL

"=1'-0"2

1SCALE:1 S301

S501 S501

5 - #6 TOP BARS, TYP.

DETAIL

"=1'-0"2

1SCALE: 1

S501S303

DETAIL

"=1'-0"2

1SCALE: 1

S501S303

1'-4"

5 - #6 TOP BARS, TYP.

STANDARD 90° HOOK, TYP.

OTHERWISE NOTED.

@ 12", TYP. UNLESS

#4 CLOSED STIRRUPS

CLEAR COVER TYP.

" STIRRUP 2

STANDARD 90° HOOK, TYP.

OTHERWISE NOTED.

@ 12", TYP. UNLESS

#4 CLOSED STIRRUPS

CLEAR COVER TYP.

" STIRRUP 2

3 - #6 BOTTOM BARS, TYP.

1'-4"

3 - #6 BOTTOM BARS, TYP.

STANDARD 90° HOOK, TYP.

OTHERWISE NOTED.

@ 12", TYP. UNLESS

#4 CLOSED STIRRUPS

CLEAR COVER TYP.

" STIRRUP 2

1'-4" "8

STANDARD 90° HOOK, TYP.

OTHERWISE NOTED.

@ 12", TYP. UNLESS

#4 CLOSED STIRRUPS

2 - #5 BOTTOM BARS, TYP.

5 - #6 TOP BARS, TYP.

2 - #5 TOP BARS, TYP.

" CHAMFER, TYP.8

" CHAMFER, TYP.4

3 - #6 BOTTOM BARS, TYP.

1'-4"

STANDARD 90° HOOK, TYP.

OTHERWISE NOTED.

@ 12", TYP. UNLESS

#4 CLOSED STIRRUPS

CLEAR COVER TYP.

" STIRRUP 2

3 - #6 BOTTOM BARS, TYP.

STANDARD 90° HOOK, TYP.

OTHERWISE NOTED.

@ 12", TYP. UNLESS

#4 CLOSED STIRRUPS

CLEAR COVER TYP.

" STIRRUP 2

3 - #6 BOTTOM BARS, TYP.

5 - #6 TOP BARS, TYP.

5 - #6 TOP BARS, TYP.

5 - #6 TOP BARS, TYP.

1'-4"

LESS THAN 12" WIDE.

COVER TYP. FOR BEAMS

1" STIRRUP CLEAR

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DETAIL

"=1'-0"2

1SCALE: 1

S501A302

HEAVY DUTY RAIL PAD, TYP.

ASCE 40-LB RAIL SET ON A

BEAM, TYP.

W12x30 RAIL SUPPORT

PLACE, TYP.

@ 4'-0" OC, WELDED INTO

" STEEL STIFFENER PLATES 8

AT SUPPORTS, TYP.

" STEEL BASE PLATE4

GROUT, TYP.

1" BED OF NON-SHRINK

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GRATING SUPPORT PLAN

"=1'-0"8

1SCALE:

ALCOVE 1

UPPER EQUIPMENT

ALCOVE 2

UPPER EQUIPMENT

CMU WALL, TYP.

BEAM, TYP.

CONCRETE FOOR

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4'-0" OC W10x30 BEAM SPACING, TYP.W10x30,TYP.

S705S705

A S705S705

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S705S705

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S705S705

ASECTION

"=1'-0"2

11SCALE:

6 8 9 11 13 145

C15x40 C15x40

S705S705

BSECTION

"=1'-0"2

11SCALE: S705S705

CSECTION

"=1'-0"2

11SCALE:

SHELF ANGLE, TYP8

34x4x

5'-0" 4'-0" 3'-0" 2'-0" 2'-0" 4'-10"

4x4x38 SHELF ANGLE

ANCHOR @ 12" TYP.

" DIA. EXPANSION 2

CLIP ANGLE, TYP.8

3DBL 6x4x

CONNECTION, TYP.

SOLID UNIT AT THE BEAM

GROUT THE CMU OR USE A

W10x30,TYP.

AND WASHER, TYP.

" A325 BOLT WITH NUT 2

13 -

ANCHOR, TYP.

" x 5" LONG EXPANSION 8 54 -

PLASTIC (FRP) GRATING, TYP.

" DEEP FIBERGLASS REINFORCED 2

PLASTIC (FRP) GUARDRAIL, TYP.

FIBERGLASS REINFORCED

AND WASHER, TYP.

" A325 BOLT WITH NUT 2

13 -

AND WASHER, TYP.

" A325 BOLT WITH NUT 2

16 -

C15x40

CLIP ANGLE, TYP.8

3DBL 6x4x

S705S705

D

4"S705S705

DSECTION

"=1'-0"2

11SCALE:

C15x40

ANCHOR, TYP.

" x 5" LONG EXPANSION 8 53 -

AND WASHER, TYP.

" A325 BOLT WITH NUT 2

14 -

CLIP ANGLE, TYP.8

36x4x

W6x9 BRACING, TYP.

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IDENTIFICATION

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US Army Corps

SHEET OF

20. MASONRY FIRE WALLS SHALL BE FULLY GROUTED AND REINFORCED @ 16" OC.

#5 BARS - 34"

#4 BARS - 28"

LAP-SPLICE FOR MASONRY REINFORCING SHALL BE AS FOLLOWS:

VERTICAL REINFORCING IN EXTERIOR WALLS SHALL HAVE STANDARD HOOKS AT THE TOP. MINIMUM

DRAWINGS AND SHALL HAVE VERTICAL REINFORCING #5 @ 24" OC UNLESS NOTED OTHERWISE.

VERTICAL REINFORCING #4 @ 24" OC. EXTERIOR WALLS SHALL BE THE THICKNESS AS SHOWN ON THE

19. INTERIOR MASONRY WALLS SHALL BE 8" THICK, OR AS NOTED ON THE DRAWINGS AND SHALL HAVE

SHALL NOT BE CONTINUOUS THROUGH VERTICAL JOINTS.

SPACING OF HORIZONTAL JOINT REINFORCEMENT SHALL BE 1'-4" ON CENTER. JOINT REINFORCEMENT

18. JOINT REINFORCING SHALL BE #9 GAGE WIRE CONFORMING TO THE SPECIFICATIONS. VERTICAL

REINFORCING.

REQUIREMENTS. DOWELS INTO THE FOUNDATION SHALL BE THE SAME SIZE AND SPACING AS WALL

WALLS AND AT 20' MAXIMUM SPACING. SEE WALL ELEVATION DRAWINGS FOR ADDITIONAL REINFORCING

DRAWINGS. PROVIDE MASONRY WALL JOINTS IN INTERIOR WALLS WITHIN 12' OF CORNERS AND ENDS OF

17. PROVIDE MASONRY WALL CONTROL JOINTS IN EXTERIOR WALLS WHERE INDICATED ON THE

ENGINEER.

AND CALCULATIONS FOR TEMPORARY WALL BRACING AND SEALED BY A REGISTERED PROFESSIONAL

CONSTRUCTION. WHERE MASONRY WALLS EXCEED AN EIGHT FOOT HEIGHT, SUBMIT SHOP DRAWINGS

16. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL MASONRY WALLS DURING

WALL REINFORCING. SEE WALL ELEVATION DRAWINGS FOR ADDITIONAL REINFORCING REQUIREMENTS.

MECHANICAL OPENING, CONTROL JOINT, OR OTHER MASONRY DISCONTINUITY WITH SIZE MATCHING

15. PROVIDE AN ADDITIONAL VERTICAL BAR (MINIMUM) FULL WALL HEIGHT AT EACH DOOR JAMB, DISCONTINUOUS AT CONTROL JOINTS IN INTERMEDIATE BOND BEAMS.

NOTED OTHERWISE. REINFORCEMENT SHALL BE CONTINUOUS IN BOND BEAMS AT TOPS OF WALLS AND

CORNER BARS OF EQUIVALENT SIZE LAPPED AT CORNERS AND INTERSECTIONS OF WALLS UNLESS

DRAWINGS. REINFORCING FOR BOND BEAMS SHALL BE 2-#5 UNLESS NOTED OTHERWISE. PROVIDE

SPACING OF 10'-0" ON CENTER. ADDITIONAL BOND BEAMS SHALL BE LOCATED AS REQUIRED ON THE

14. BOND BEAMS SHALL BE PROVIDED AT TOPS OF WALLS, AT BOTTOM OF OPENINGS, AND AT A MAXIMUM

FACE SHELLS.

13. MORTAR JOINTS SHALL BE 3/8" THICK WITH FULL MORTAR COVERAGE ON VERTICAL AND HORIZONTAL

THE MORTAR SHALL NOT BE PERMITTED.

12. FACE SHELL BEDDING SHALL BE USED WITH COMPLETE COVERAGE OF FACE SHELLS. FURROWING OF

ALL CORNERS, RETURNS AND OFFSETS WHILE MAINTAINING THE PROPER BOND.

11. THE MASONRY CONTRACTOR SHALL PROVIDE AND PLACE SUCH UNITS AS MAY BE REQUIRED TO FORM

INDICATED OTHERWISE.

POSITIONED. VERTICAL REINFORCEMENT IS TO BE CENTERED IN THE MASONRY CELLS UNLESS

10. PROVIDE MASONRY ACCESSORIES TO SECURE VERTICAL REINFORCEMENT IN PLACE AND CORRECTLY

9. CELLS TO BE GROUTED SHALL BE CLEAN AND FREE OF EXCESS MORTAR AND FOREIGN MATERIALS.

LIFTS. MASONRY CORES CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED SOLID.

8. EXCEPT FOR WALL PILASTERS, VERTICAL MASONRY REINFORCEMENT SHALL BE FIELD CUT FOR 5'-0"

A82.

AND WHERE SPLICED, SHALL LAP A MINIMUM OF 6 INCHES. REINFORCEMENT SHALL CONFORM TO ASTM

ALL OPENINGS AND AT 16 INCHES ON CENTER VERTICALLY. REINFORCEMENT SHALL BE LADDER TYPE,

7. GALVANIZED HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED IMMEDIATELY ABOVE AND BELOW

6. ALL CONCRETE BLOCK SHALL BE LIGHTWEIGHT IN ACCORDANCE WITH ASTM C90.

GROUT SHALL HAVE A SLUMP OF 9" TO 11" WITH 3/8" MAXIMUM AGGREGATE SIZE.

5. GROUT FOR REINFORCED MASONRY SHALL HAVE A COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.

4. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C476.

HAVE FULL MORTAR COVERAGE OF THE FACE SHELLS IN BOTH HORIZONTAL AND VERTICAL JOINTS.

3. MASONRY SHALL BE LAID IN ASTM C270, TYPE "S" MORTAR, UNLESS NOTED OTHERWISE AND SHALL

1,900 PSI. NET AREA COMPRESSIVE STRENGTH OF MASONRY (f'm) SHALL BE 1,500 PSI.

COMPRESSIVE STRENGTH ON NET CROSS SECTIONAL AREA OF INDIVIDUAL MASONRY UNITS SHALL BE

2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N-1 UNLESS OTHERWISE NOTED.

MASONRY STRUCTURES."

REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES" AND ACI 530.1, "SPECIFICATIONS FOR

1. MASONRY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ACI 530 "BUILDING CODE

GENERAL CONCRETE MASONRY NOTES:

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ELEVATOR REQUIREMENTS

BY A CREW WITH A MINIMUM OF 5 YEARS OF EXPERIENCE INSTALLING THIS TYPE OF ELEVATOR.

3. THE ELEVATOR SHALL BE INSTALLED PER THE ELEVATOR MANUFACTURER'S RECOMMENDATIONS

MANUFACTURER PRIOR TO CONSTRUCTING THE CORE.

2. THE CONTRACTOR SHALL COORDINATE ALL ELEVATOR CORE DIMENSIONS WITH THE ELEVATOR

MEETS THE SPECIFICATIONS AND FEATURES OUTLINED ON THIS SHEET.

LIMITED USE/LIMITED APPLICATION ELEVATOR OR AN APPROVED ALTERNATIVE THAT

1. THE ELEVATOR SHALL BE A SYMMETRY ELEVATING SOLUTIONS 48"x54" RAIL LEFT, ELEVATOR GENERAL:

USING WEDGE SOCKETS, AN 8 LB T-RAIL, AND HEAVY DUTY ROLLERS AND GUIDES.

6. THE ELEVATOR SHALL USE A SINGLE STAGE HYDRAULIC JACK AND TWO 3/8" AIRCRAFT ROPES

5. THE ELEVATOR'S REQUIRED PIT DEPTH SHALL BE A MAXIMUM OF 14" DEEP.

4. THE ELEVATOR SHALL HAVE A SPEED OF 30 FLOORS PER MINUTE.

3. THE ELEVATOR SHALL HAVE A MINIMUM CAPACITY OF 1400 LBS.

2. THE ELEVATOR POWER SUPPLY SHALL BE 208V, 3 PH, 30 AMP.

1. THE ELEVATOR SHALL HAVE A MINIMUM 48" WIDE BY 54" DEEP PLATFORM.

ELEVATOR SPECIFICATIONS:

APPROVAL PRIOR TO ORDERING THE ELEVATOR.

10. STAINLESS STEEL AND COLORED LAMINATE INTERIOR FINISHING, SUBMIT THE FINISHES FOR

9. THE ELEVATOR SHALL HAVE LOW OIL PROTECTION.

8. THE ELEVATOR SHALL HAVE A 2 SPEED CONTROL VALVE.

7. THE ELEVATOR SHALL HAVE A 4 HP SUBMERSIBLE PUMP AND MOTOR QUIET OPERATION.

VISUAL BRAKE.

6. THE ELEVATOR SHALL HAVE A HOMING TIMER, CAR INDICATOR LIGHTS WITH AUDIBLE AND

AUTOMATIC PUSH BUTTON OPERATION.

5. THE ELEVATOR SHALL HAVE SELECTIVE COLLECTIVE PROGRAMMABLE LOGIC CONTROLLER, SINGLE

HOISTWAY AND CAR DOOR; FULL HEIGHT ELECTRIC SCREEN.

4. THE ELEVATOR SHALL HAVE 36" WIDE DOORS, AUTOMATIC HORIZONTALLY SLIDING, TWO SPEED

3. THE ELEVATOR SHALL OPERATE WITH SMOOTH STARTS AND STOPS.

2. THE ELEVATOR SHALL HAVE A 1:2 CABLE HYDRAULIC DRIVE SYSTEM.

1. THE ELEVATOR SHALL BE AUTOMATIC SELF-LEVELING.

ELEVATOR FEATURES:

CONCRETE MASONRY REQUIREMENTS

CMU BLOCK FINISH LOCATIONS

1. BLOCK FINISH 1 UNITS SHALL BE USED FOR THE ADMINISTRATION WING EXTERIOR WALL CONSTRUCTION

UNLESS INDICATED OTHERWISE OR WHERE INDICATED ON THE DRAWINGS.

2. BLOCK FINISH 2 UNITS SHALL BE USED FOR THE PRODUCTION WING EXTERIOR WALL CONSTRUCTION

EXCLUDING THE BOTTOM 4 COURSES OF THE RUSTICATION, OR WHERE INDICATED ON THE DRAWINGS.

3. BLOCK FINISH 3 UNITS SHALL BE USED FOR THE BOTTOM 4 COURSES OF THE PRODUCTION WING EXTERIOR

WALL RUSTICATION, OR WHERE INDICATED ON THE DRAWINGS.

4. BLOCK FINISH 4 UNITS SHALL BE USED FOR THE EXPOSED INTERIOR CMU WALLS IN THE ADMINISTRATION

WING UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

5. BLOCK FINISH 5 UNITS SHALL BE USED FOR THE EXPOSED INTERIOR CMU WALLS IN THE PRODUCTION WING

UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

6. BLOCK FINISH 6 UNITS SHALL BE USED FOR THE CMU WINDOW CASEMENTS UNLESS OTHERWISE INDICATED

ON THE DRAWINGS.

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COMPOSITE ROOF PAVERS REQUIREMENTS

GENERAL

1. COMPOSITE ROOF PAVERS SHALL BE FIRESTONE SKYPAVER COMPOSITE PAVERS OR AN APPROVED

ALTERNATIVE THAT MEET THE FEATURES AND SPECIFICATIONS OUTLINED BELOW.

FEATURES AND SPECIFICATIONS:

1. SHALL BE A MANUFACTURED PRODUCT ENGINEERED TO SERVE AS A FUNCTIONAL FLAT ROOF COVERING

THAT PROVIDES WATER DRAINAGE, AND SERVICEABILITY, WHILE PROTECTING THE ROOF MEMBRANE BELOW

FROM FOOT TRAFFIC.

2. PAVERS SHALL BE A FADE-RESISTAN ASH COLOR.

3. PAVERS SHALL BE MADE FROM 95% POST-CONSUMER RECYCLED TIRES AND PLASTICS.

4. THE PAVERS SHALL COME AS A SYSTEM WITH A HORIZONTAL DRAINAGE SHEET COMPONENT AND

A INTERLOCKING INSTALLATION GRID COMPONENT.

5. PAVERS SHALL BE INSTALLED PER THE PAVER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS.

RESINOUS FLOOR REQUIREMENTS

GENERAL:

1. RESINOUS FLOORS SHALL BE A TWO COMPONENT POURED EPOXY AS DETAILED IN THE SPECIFICATIONS.

2. FLOORING SHALL BE APPLIED WHERE INDICATED ON THE DRAWINGS.

3. FLOOR COLOR SHALL BE A LIGHT GREY WITH QUARTZ AGGREGATE.

4. FLOOR SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.

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GUARDRAIL AND GRATING REQUIREMENTS

FIBERGLASS GUARDRAIL AND GRATING NOTES:

1. THE FIBERGLASS GUARDRAIL SHALL BE FABRICATED FROM PULTRUDED FIBERGLASS

COMPONENTS. THE RAILS AND POSTS SHALL BE 2"x2"x0.156" SQUARE TUBE. THE

KICK PLATE SHALL BE 4"x1#2"(CORRUGATED)x0.125" THICK.

2. THE FIBERGLASS GUARDRAIL AND GRATING SHALL BE SAFETY YELLOW.

3. THE FIBERGLASS GRATING SHALL BE A PULTRUDED INDUSTRIAL WEIGHT FIBERGLASS

11#2" DEEP WITH A LOAD BAR SPACING OF 1" AND A TIE BAR SPACING OF 6".

4. THE GRATING SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS

INCLUDING RECOMMENDED CLIP ASSEMBLIES.

5. THE FIBERGLASS GUARDRAIL SYSTEM SHALL BE ATTACHED AND INSTALLED PER THE

MANUFACTURER'S RECOMMENDATIONS.

6. THE FIBERGLASS GUARDRAIL SYSTEM AND GRATING SHALL BE SUBMITTED TO THE

GOVERNMENT FOR APPROVAL.

1. THE CRANE SHALL BE A TOP RUNNING SINGLE GIRDER CRANE WITH A

MINIMUM CAPACITY OF 4 TONS.

2. THE GIRDER BEAM SHALL BE A W12x50 ASTM A572 STEEL SECTION, AND

THE TRACK BEAM SHALL BE A W12x30 ASTM A572 STEEL SECTION, TYP.

3. THE CRANE SYSTEM SHALL HAVE A MINIMUM PICK HEIGHT OF 13'-0".

4. SEE SHEET S-501 FOR DETAILS.

INTERIOR STUD WALL PARTITION REQUIREMENTS

BRIDGE CRANE REQUIREMENTS

WINDOW BLAST GUIDANCE

3. THE STANDOFF DISTANCE SHALL BE 10 FEET.

2. THE CHARGE WEIGHT SHALL BE 55 LBS.

ANTITERRORISM STANDARD FOR BUILDINGS DATED 31 MARCH 2011.

OUTLINED IN THE UNIFIED FACILITIES CRITERIA (UFC) DOD MINIMUM

1. DESIGN OF THE BLAST WINDOWS SHALL FOLLOW THE REQUIREMENTS

INDICATED ON THE DRAWINGS.

" THICK HIGH IMPACT UNLESS OTHERWISE 8

53. ALL INTERIOR DRYWALL SHALL BE

UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

" WIDE STEEL DRYWALL STUDS8

52. ALL INTERIOR FURRING STRIPS SHALL BE 20 GAUGE 1

STEEL DRYWALL STUDS UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

" WIDE8

51. ALL INTERIOR STUD WALLS SHALL BE CONSTRUCTED OF 20 GAUGE 3

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

ROOM

MECHANICAL

SOUTH

ROOM

WOMEN'S

ROOM

MEN'S

CORRIDOR

OFFICE 1 OFFICE 2

LOWER LOBBY

WORKSHOP

IT TECHNICIAN

CORRIDOR

LOWER HALLWAY

ROOM

CONFERENCE -BRIEFING SERVER ROOM

SPANG AND PULSER ROOM 1

ROOM 1

LOWER MECHANICAL

ALCOVE 1

LOWER EQUIPMENT

ROOM 1

SWITCH GEAR

STORAGE ROOM 1

SPANG AND PULSER ROOM 2

ROOM 2

LOWER MECHANICAL

ALCOVE 2

LOWER EQUIPMENT

STORAGE ROOM 2

ROOM 2

SWITCH GEAR

CLOSET

SUMP

ROOM

MECHANICAL

NORTH

ROOM

ELECTRICAL

NORTH

LOADING DOCK AREA

ROOM

PLUMBING

ROOM

ELECTRICAL

SOUTH

A101

A102

A103

A104

A105

A106

A110

A109

A108A107

P101

P102

P105

P103

P104

P107

P106

P109

P108

P110

P112

P111P115

A115 A116

A102 A103

A110

A111

A101 A105

A106

A107 A108

P115

P101

P102

P103 P105

P107

P108

P109 P110 P114

P114 P112 A111

A114

A113

A112

P116

P113

MACHINE ROOM

A117 A117

4321 5 6 7 8 9 10 11 12 13 14 15

A B

C D

OFFICE 1 OFFICE 2

LOWER HALLWAY

SPANG AND PULSER ROOM 1

ROOM 1

SWITCH GEAR

STORAGE ROOM 1

SPANG AND PULSER ROOM 2

ROOM 2

LOWER MECHANICAL

STORAGE ROOM 2

ROOM 2

SWITCH GEAR

STAIRS

UP

A A101A301

28'-0"28'-0" 20'-0" 26'-0" 26'-0" 18'-0" 22'-0" 26'-0" 26'-0" 26'-0" 18'-0" 22'-0" 26'-0"

A A101A301 A101A301

A101A301

B

B A101A301

C

A101A301

C D

D A101A301

A101A301

A A101A302

A A101A302

B A101A302

B A101A302

C A101A302

C A101A302

D A101A302

D A101A302

UP

20'-0" 20'-0"

357'-0"

A A101A303

B A101A303

C A101A303

D A101A303

A A101A303

B A101A303

C A101A303

D A101A303

A A101A304

B A101A304

C A101A304

D A101A304

A A101A302

B A101A302

C A101A302

D A101A302

A A101A100

A101A100

A201

A202

A203

A205

A206

A207

A208

A209

P201

P202 P203

A201

A210

A210

A203

A206

A205

A208

A209

P201 P202

A204

FILE AND CUBICAL SPACE

CONTROL AND

SECURITY ROOM

BREAK ROOM

UTILITY

ROOM

UPPER

MECHANICAL ROOM 2

OPEN TO BELOW OPEN TO BELOW

A B

C D

41 16

32 5 6 7 8 9 10 11 12 13 14 15

76'-0" ADMINISTRATION WING 278'-8" PRODUCTION WING

SHIPS LADDER ACCESS

A B

D

13'-0"

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-101

U

IL

D

IN

G F

L O

O R P

L A

N S

A N

S I

D

UTILITY LOFT PLAN

SCALE 1/6"=1'-0"

SECOND FLOOR PLAN

SCALE 1/16"=1'-0"

FIRST FLOOR PLAN

SCALE 1/16"=1'-0"

19749

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

P N

-F

B

REMOVABLE ACCESS LOUVERS

S R

T W

P -1

-B -0

E R

IC

G S

A M

P S

O N

A U

G U

S T

O

C K

E R

S D

E L E

T E

D A

N D N

O T

E S A

D D

E D

4 INSTALL A FIBERGLASS REINFORCED

PLASTIC (FRP) GUARDRAIL, AROUND

THE PERIMETER OF THE OVERHANG, TYP'

SEE SHEET A-001 FOR DETAILS.

INSTALL A FIBERGLASS REINFORCED

PLASTIC (FRP) GUARDRAIL, AROUND

THE PERIMETER OF THE OVERHANG, TYP'

SEE SHEET A-001 FOR DETAILS.

L

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A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

ROOM

WOMEN'S

CORRIDOR

OFFICE 1 OFFICE 2

ROOM

CONFERENCE -BRIEFING

CLOSET

ROOM

ELECTRICAL

SOUTH

A104

A105

A106

A110

A109

A108A107

A115 A116

A110

A106

A107 A108

A113

2 3

28'-0"

4'-0" 3'-4" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 3'-4" 4'-0"

4'-9"

4'-4" 2'-8"

5'-8"

4'-2" 3'-10"

11'-2" 11'-2"

2'-8" 2'-8" 4'-8"

"8 76'-5 9'-0" 2'-2" 2'-2"

ROOM

CONFERENCE -BRIEFING

2'-6" 4'-4" "4 34'-5"4

310'-2

"8

15'-2"

LOWER LOBBY

SERVER ROOM

MACHINE ROOM

A117 A117

3 4

"4 320'-

UP

D A

CLOSET

10'-0" 10'-0"

4'-8" 4'-8"5'-4" 5'-4"

"8 51'-3 "4

317'-4 "8 51'-3

F

IR

E D

O O

R T

Y P

H

O U

R M

IN

IM

FIRE WALL, TYP.

3 HOUR MINIMUM

11'-9"7'-7"

A114

A112

A111

A1112

A109

MACHINE ROOM

ELEVATOR

CORE

ELEVATOR

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-103

IR

S T F

L O

O R P

L A

N B

A Y -3

C O

N F

E R

E N

C E -B

R

IE

F

IN

G R

O O

M

A N

S I

D

FIRST FLOOR PLAN BAY 2-3

SCALE 1/4"=1'-0"

FIRST FLOOR PLAN BAY 3-4

SCALE 1/4"=1'-0"

19751

NN NN

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

P N

-F

B

S R

T W

P -1

-B -0

E R

IC

G S

A M

P S

O N

A U

G U

S T

L E

V A

T O

R A

D D

IT

IO

N

INSTALL A FIBERGLASS REINFORCED PLASTIC (FRP)

GUARDRAIL, AROUND THE PERIMETER OF THE STAIRS, TYP'

SEE SHEET A-001 FOR DETAILS.

G

U A

R D

R A

IL

N

O T

E S A

D D

E

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

ALCOVE 2

LOWER EQUIPMENT

STORAGE ROOM 2

ROOM 2

SWITCH GEAR

ROOM

MECHANICAL

NORTH

ROOM

ELECTRICAL

NORTH

LOADING DOCK AREA

P109

P108

P110

P112

P111

P109

P110 P114

P114 P112

P113

12 13 14 15

B A

D C

22'-0" 26'-0" 22'-8"

14'-8" 7'-4"

17'-0"

"8 325'-4

20'-0"

20'-8"

"4 322'-8

25'-4"

5'-0"

4'-0"

17'-4"

4'-4"

11'-4" 11'-4" 21'-0"

UP

10'-0"6'-0"10'-0"

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-106

IR

S T F

L O

O R P

L A

N

B A

Y S

-1

-1

-1

A N

S I

D

FIRST FLOOR PLAN BAYS 12-13 13-14 14-15

SCALE 1/4"=1'-0"

NN

19754

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

P N

-F

B

S R

T W

P -1

-B -0

E R

IC

G S

A M

P S

O N

A U

G U

S T

B A311A106

A311

A A106 A312

C A106

D A312A106

A313

E A106

A313

F A106

G

U A

R D

R A

IL

N

O T

E S A

D D

NOTE: INSTALL A FIBERGLASS REINFORCED PLASTIC (FRP)

GUARDRAIL, AROUND THE PERIMETER OF THE STAIRS, TYP'

SEE SHEET A-001 FOR DETAILS. 4

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

FILE AND CUBICLE SPACE

SECURITY ROOM

CONTROL AND

BREAK ROOM

ROOM

UTILITY

OPEN TO BELOW

UPPER LOBBY

O

O M

L O

C K

'S

O M

L O

C K

W

M E

A203

A205

A206

A207

A208

A209

A201

A210

A210

A203

A206

A205

A208

A204

ROOM

UTILITY

O M

L O

C K

O M

L O

C K

M E

A203

A205

A206

A207

A208

A209

A201

A210

A210

A203

A206

A205

A208

A204

A B

D

1 2 3 4

28'-0" 28'-0" 20'-0"

ACCESS PLATFORM

SEVER ROOM UTILITY

A R

E A O

F R

E S

C U

E

DOWN

D O

W N

7'-0" 2'-8" 18'-4" 10'-0" 2'-8" 2'-8" 2'-8" 10'-0"

"4 318'-8

7'-3"

2'-4"

2'-8" 18'-4" 10'-0" 2'-8" 2'-8" 2'-8" 10'-0" 6'-0" 2'-8" 2'-8" 2'-8" 6'-0"7'-0"

DUCT CHASE

DOWN

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-107

E

C O

N D F

L O

O R P

L A

N

B A

Y S -2

-3

-4

A N

S I

D

NN

SECOND FLOOR PLAN BAYS 1-2 2-3 3-4

SCALE 1/4"=1'-0"

19755

A A107A305

B A107A305

C A107A307

D A107A307

F A107A306

E A107A306

G A107A305

H A107A306

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

13'-8"

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

P N

-F

B

S R

T W

P -1

-B -0

E R

IC

G S

A M

P S

O N

A U

G U

S T

C K

E R

S D

E L E

T

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-111

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

S R

T

A N

S I

D

W P -1

-B -0

P N

-F

B

E R

IC

G S

A M

P S

O N

A U

G U

S T

A N

S

H O

L L

O W C

O R

E P

R E

C A

S T P

L A

N K

S

7'-9"6'-3" 7'-9" 6'-3"26'-8"

1 2 3

T

Y P

P

L A

N K

S

PLANK LENGTH

26'-8"

PLANK LENGTH

8'-2" 13'-10"

T Y

P

8" DIA. DUCT OPENING 8" DIA. DUCT

OPENING

10'-0" 10'-0"

16'-0"

4 PLANKS @ 4'-0"=

2'-8" FIELD CUT TO FIT.

P L

A N

K L

E N

G T

H

P

L A

N K L

E N

G T

H

8" DIA. DUCT

OPENING

2'-0" 5 PLANKS @ 4'-0"=20'-0"

2'-8" FIELD CUT TO FIT

15'-4" 10'-8"

4'-0"

2'-3" FIELD CUT TO FIT

PLANKS

17'-0" LONG

2'-0"

B

9"

13'-6"

PLUMBING PIPE

FIELD LOCATE

8" DIA. DUCT OPENING

4 5

10" DIA. DUCT

OPENING

OPENING

DUCT CHASE

2'-4"21'-2"

10" DIA. DUCT

OPENING

A D

14" DIA. DUCT

OPENING

6" DIA. DUCT

OPENING

6" DIA. DUCT

OPENING

4 5 6 7 8 9 10 11 12 13 14 15 16

P

L A

N K

S

284'-0"

FLOOR PLANK PLAN

" =1'-0"16

1SCALE:

28'-8" 26'-0" 18'-0" 24'-0" 28'-0" 26'-0" 18'-0" 24'-0" 24'-8" 22'-8"

2'-8"2'-8"

26'-0" 26'-0"

PLANK LENGTH PLANK LENGTH PLANK LENGTH PLANK LENGTH PLANK LENGTH PLANK LENGTH PLANK LENGTH

LENGTH

PLANK

LENGTH

PLANK

LENGTH

PLANK

PLANK LENGTH PLANK LENGTH

2'-0"2'-0" 2'-0"

PRODUCTION WING PROJECTED ROOF PLANK PLAN

" =1'-0"16

1SCALE:

BAY 3-4 PROJECTED ROOF PLANK PLAN

" =1'-0"16

1SCALE:

P L

A N

K L

E N

G T

H

4 @ 4'-0"

= 16'-0"

2'-8" FEILD CUT TO FIT

A B

C D

8"

OPENING

ELEVATOR CORE

ROOF

ELEVATOR CORE

7'-6" "4 34'-10

P L

A N

K L

E N

G T

H

4'-0" 4'-0"

2'-0"

1 2 2 3

PRODUCTION WING PROJECTED ROOF PLANK PLAN

" =1'-0"16

1SCALE:

P

L A

N K

S

38'-0"

A B

C D

PLANK LENGTH

5'-1" 4'-11"

36'-0"

32'-6"

PLANK LENGTH

PLANK LENGTH

"8 32'-7 5'-2"

4 ON 12 PITCH 4 ON 12 PITCH

"4 13'-5

2 ON 12 PITCH

O

N

P

IT

C H

O

N

P

IT

C H

O

N

P

IT

C H

O

N

P

IT

C H

NN NNNN

NN

NN

NOTES:

1. BOTH THE ROOF PLANKS AND THE FLOOR PLANKS SHALL BE TOPPED

WITH 2" OF NORMAL WEIGHT CONCRETE.

2. THE NORMAL WEIGHT CONCRETE TOPPING SHALL BE REINFORCED WITH

6x6 D4 WELDED WIRE FABRIC.

N E

W S

H E

E

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-112

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

S R

T

A N

S I

D

W P -1

-B -0

P N

-F

B

E R

IC

G S

A M

P S

O N

A U

G U

S T

4 ON 12 PITCH

NN

N E

W S

H E

E T

B

A Y -3

R O

O F P

L A

N S

BAY 2-3 ROOF PLAN

" =1'-0"4

1SCALE:

4 ON 12 PITCH

ROOF CRICKET SLOPE 12" PER FOOT

TO DRAIN AS SHOWN.

" PER FOOT, TYP.2

1SLOPE

" PER FOOT, TYP.2

1SLOPE

RIDGE

4'-8"±

1. USE TAPERED ROOF INSULATION TO CONSTRUCT THE CRICKET, TYP.

NOTES:

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-302

Y

P

IC

A L S

E C

T

IO

N B

A Y

S -5

-6

-7

-8

A N

S I

D

SECTION BAY 6-7

SCALE 3/16"=1'-0"

C SECTION BAY 7-8

SCALE 3/16"=1'-0"

D

SECTION BAY 4-5

SCALE 3/16"=1'-0" A302

A SECTION BAY 5-6

SCALE 3/16"=1'-0"

B

19760

A101 A101

A101 A101

A302

A302 A302

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

P N

-F

B

S R

T W

P -1

-B -0

E R

IC

G S

A M

P S

O N

A U

G U

S T

M

A

IN

S

T A

IR

C

H A

N G

H E

E T R

E -I S

S U

E D A

L L V

IE

W S U

P D

A T

E D

RAISED ACCESS FLOOR

C

O U

R S

E R

U S

T

IC

A T

IO

N T

Y P

BLOCK FINISH 2

BLOCK FINISH 5

BLOCK FINISH 6

BLOCK FINISH 1

FLOOR

POURED EPOXY

C

O U

R S

E R

U S

T

IC

A T

IO

N T

Y P

BLOCK FINISH 2

BLOCK FINISH 5

RAISED ACCESS FLOOR

BLOCK FINISH 2

BLOCK FINISH 2

BLOCK FINISH 5

FLOOR

POURED EPOXY

A505

A505

A505

C

O U

R S

E R

U S

T

IC

A T

IO

N T

Y P

C

O U

R S

E R

U S

T

IC

A T

IO

N T

Y P

BLOCK FINISH 3

BLOCK FINISH 6

BLOCK FINISH 6

BLOCK FINISH 5

POURED EPOXY FLOOR

POURED EPOXY FLOOR

BLOCK FINISH 2

BLOCK FINISH 2

BLOCK FINISH 5

RAISED ACCESS FLOOR SYSTEM IN THE SPANG AND PULSER ROOM.

NOTE: CONTINUE THE POURED EPOXY FLOOR UNDER THE

RAISED ACCESS FLOOR SYSTEM IN THE SPANG AND PULSER ROOM.

NOTE: CONTINUE THE POURED EPOXY FLOOR UNDER THE

POURED EPOXY FLOOR POURED EPOXY FLOOR

BLOCK FINISH 6

BLOCK FINISH 5

BLOCK FINISH 5

BLOCK FINISH 5

BLOCK FINISH 2

BLOCK FINISH 2

BLOCK FINISH 3

BLOCK FINISH 2

S501

A302

C

A N

E D

E T

A

IL

C

A L L O

U T A

D D

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-307

N

S I

D

WALL SECTION BAY 1-2

SCALE 1/2"=1'-0" A305

WALL SECTION BAY 1-2

SCALE 1/2"=1'-0" A305

19765

C D

1'-2" 1'-2"

1'-0"

"8 58'-

587.0

TOS

598.83

TOB

TOB

611.0

3'-6

OVERHANG T

YP.

TOB

611.42

611.42

COMPOSITE ROOF PAVERS, TYP.

601.60

AIR INTAKE TOWER

593.20

EXTERIOR STAIR LANDING

611.0

COMPOSITE ROOF PAVERS, TYP.

A502A307

DRAINAGE SHEET ASSEMBLAGE, TYP.

ASSEMBLAGE, TYP.

DRAINAGE SHEET

A107 A107

A D

M

IN

IS

T R

A T

IO

N W

IN

G S

H E

E T

T Y

P

IC

A L W

A L L S

E C

T

IO

N D

E T

A

IL

S

A401A307

A401A307

A401A307

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

S R

T W

P -1

-B -0

P N

-F

B

E R

IC

G S

A M

P S

O N

A U

G U

S T

A

L L O

R R

E C

T

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-308

Y

P

IC

A L P

R O

D U

C T

IO

N W

IN

G

W A

L L S

E C

T

IO

N S S

H E

E T

A N

S I

D

SECTION WEST PULSER ROOM WALL

SCALE 1/2"=1'-0"

A A308 A308

BSECTION IT WORKSHOP WALL

SCALE 1/2"=1'-0"

19766

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

S R

T W

P -1

-B -0

P N

-F

B

E R

IC

G S

A M

P S

O N

A U

G U

S T

A104 A104

DRYWALL, TYP.

" HIGH IMPACT 8

" STEEL FURING STRIP, TYP.8

598.67

TOPTOP

615.70

TOPTOB

608.0

PANEL WAINSCOT, TYP.

" THICK ALUMINUM 16

3'-6"

WEST SID

EOVERHANGTYP. PLANK

4'-4"

EAST SID

EOVERHANGTYP. PLANK

WINDOW DETAILS, TYP.

SEE SHEET A-505 FOR

T E C

O R

R E

C T

E

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

A-502

A502A307

DETAIL

SCALE: 3"=1'-0"

PVC ROOF MEMBRANE

3 - 2x6 WOOD NAILERS

WITH A MINIMUM VALUE OF R-31, TYP.

" OF POLYISO RIGID INSULATION2

SHEET METAL FLASHING

" ROOF COVER BOARD8

PLATE @ 16" O.C., TYP.

AND WASHER WELDED TO THE EMBEDDED

" TREADED ANCHOR ROD WITH NUT8

WELDED TO THE EMBEDDED ANGLE, TYP.

" x 12" DEEP STEEL FACIA PLATE 16 13/16

THE TREATED PLYWOOD BLOCKING, TYP.

SHEET METAL FLASHING UNDER

THE 8" PRE-CAST HOLLOW CORE PLANK, TYP

" EMBEDDED ANGLE CAST INTO 4

13x5x

EDGE OF THE HOLLOW CORE PLANK BY 5", TYP.

THE 2x6 WOOD NAILERS OVERLAP THE

" TREATED PLYWOOD ATTACHED TO8

8" DEEP HOLLOW CORE PRE-CAST CONCRETE PLANK, TYP.

E G

S

S T

E P

H E

N R T

R E

H A

R N

E

D E

T A

IL

S

R O

O F

S R

T

A N

S I

D

W P -1

-B -0

P N

-F

B

E R

IC

G S

A M

P S

O N

A U

G U

S T

"2

"8

A502A502

A502A502

ASECTION

"=1'-0"2

11SCALE:

4"

ROOF SLOPE

OF BEAMCL

INTERIOR ROOF PLANK DOWEL PLAN

"=1'-0"2

1SCALE:

OVERHANG ROOF PLANK DOWEL PLAN

"=1'-0"2

1SCALE:

ROOF SLOPE

OF BEAMCL

90° HOOK, TYP.

#5 DOWEL WITH A STANDARD

EDGE OF PLANK

90° STANDARD HOOK, TYP.

" DIAMETER HOLE, TYP.2

FILL WITH GROUT, TYP.

ROOF BEAM, TYP.

ROOF PLANK, TYP.

B

A502A502

SECTION

"=1'-0"2

11SCALE:

B

" DIAMETER HOLE, TYP.2

FILL WITH GROUT, TYP.

ROOF PLANK, TYP.

90° HOOK, TYP.

#5 DOWEL WITH A STANDARD

ROOF BEAM, TYP.

90° STANDARD HOOK, TYP.

WELDED WIRE FABRIC. TYP.

AGENT PRIOR TO PLACEMENT. REINFORCE WITH 6x6 D4

2" OF CONCRETE TOPPING. APPLY AN ACRYLIC BONDING

D E

T A

IL

S A

D D

E D T

O P

P

IN

G N

O T

E U

P D

A T

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

ROOM

MECHANICAL

SOUTH

ROOM

WOMEN'S

ROOM

MEN'S

CORRIDOR

OFFICE 1 OFFICE 2

LOWER LOBBY

WORKSHOP

IT TECHNICIAN

CORRIDOR

LOWER HALLWAY

ROOM

CONFERENCE -BRIEFING SERVER ROOM

SPANG AND PULSER ROOM 1

ROOM 1

LOWER MECHANICAL

ALCOVE 1

LOWER EQUIPMENT

ROOM 1

SWITCH GEAR

STORAGE ROOM 1

CLOSET

SUMP

ROOM

PLUMBING

ROOM

ELECTRICAL

SOUTH

MACHINE ROOM

WP

A

A

D

UNDERNEATH FLOOR SYSTEM

WP

WP

SPANG AND PULSER ROOM 2

ROOM 2

LOWER MECHANICAL

ALCOVE 2

LOWER EQUIPMENT

STORAGE ROOM 2

ROOM 2

SWITCH GEAR

ROOM

MECHANICAL

NORTH

ROOM

ELECTRICAL

NORTH

LOADING DOCK AREA

NOTES:

FIRE PROTECTION LEGEND

8'0 4' 16'

AUDIBLE ALARM HORN

VISUAL ALARM LIGHT

SMOKE DETECTOR

DUCT DETECTOR

DISCHARGE NOZZLE

360° CLEAN AGENT SYSTEM

DISCHARGE NOZZLE

180° CLEAN AGENT SYSTEM

ALARM/STROBE

WEATHER PROOF

SMOKE DETECTOR

CLEAN AGENT SYSTEM

AUDIBLE ALARM BELL

CLEAN AGENT SYSTEM

VISUAL ALARM STROBE

CLEAN AGENT SYSTEM

CONTROL PANEL

CLEAN AGENT SYSTEM

MANUAL PULL STATION

FIRE ALARM

MANUAL ACTIVATION STATION

CLEAN AGENT SYSTEM

HEAT DETECTOR

CONTROL PANEL

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

ALARM/STROBE

CLEAN AGENT

WEATHER PROOF

FIRE EXTINGUISHER

CLEAN AGENT

ADT RADIO TRANSMITTIER

SURGE SUPPRESSOR

TRANSIENT VOLTAGE

RELEASING CIRCUIT

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

FA-101

K P

C S

R T

/8

A N

S I

D

F

IR

S T F

L O

O R P

L A

N

19779

W P -1

-B -0

P N

-F

B

R O

B E

R T S

E Z

O N

O V

S T

E P

H E

N R T

R E

H A

R N

E P

E

A U

G U

S T

N

F

IR

E A

L A

R M P

R O

T E

C T

IO

N

WP

FACP

FAA

D

WP

ADT

CA

CACP

FACP

FAA

CA

WP

DETECTORS.

THAT ARE TO HAVE CLEAN AGENT AND TYPE OF

PROTECTION SHEETS REGARDING THE ROOMS

COORDINATE WITH FA-602 AND THE FIRE 2.

APPLICABLE LOCAL CODES.

10, NFPA 2001, UFC 3-600-01, AND ALL

PROTECTION SYSTEM SHALL CONFORM TO NFPA

THE FIRE PROTECTION SYSTEM. FINAL FIRE

THIS DRAWING SHOWS THE GENERAL INTENT OF 1.

ADT TVSS

FIRST FLOOR FIRE ALARM PLAN

SCALE 1/8"=1'-0"

FIRST FLOOR FIRE ALARM PLAN

SCALE 1/8"=1'-0"

/1

/2

L E

G E

N D C

H A

N G

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

CONTROL AND

SECURITY ROOM

BREAK ROOM

UTILITY

ROOM

UPPER

MECHANICAL ROOM 1

UPPER

EQUIPMENT ALCOVE 1

EXTERIOR

EQUIPMENT PATIO 1

OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW

E

C K

O M

W O

M E

C K

O M

BARRIER REFERENCE

AND FILE SPACE

A201

A210

A203

A206

A205

A208

A209

P201

UPPER MECHANICAL/UTILITY WAY

UPPER

EQUIPMENT ALCOVE 2

EXTERIOR

EQUIPMENT PATIO 2

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO BELOW

OPEN TO

BELOW

UPPER

MECHANICAL ROOM 2

P202

VOLUMES.

AND ACTUAL CONSTRUCTED ROOM SIZES AND

CONTRACT SPECIFICATION SECTION 21 22 00

DESIGN AND CALCULATIONS BASED ON

CONTRACTOR IS RESPONSIBLE FOR FINAL

AND BIDDING PURPOSES ONLY. SPECIAL HAZARD

PROVIDED ON DRAWINGS IS FOR INFORMATION

QUANTITY OF CLEAN AGENT AND PIPING 2.

APPLICABLE LOCAL CODES.

10, NFPA 2001, UFC 3-600-01, AND ALL

PROTECTION SYSTEM SHALL CONFORM TO NFPA

THE FIRE PROTECTION SYSTEM. FINAL FIRE

THIS DRAWING SHOWS THE GENERAL INTENT OF 1.

FIRE PROTECTION LEGEND

CA

CACP

FACP

D

AUDIBLE ALARM HORN

VISUAL ALARM LIGHT

SMOKE DETECTOR

DUCT DETECTOR

DISCHARGE NOZZLE

360° CLEAN AGENT SYSTEM

DISCHARGE NOZZLE

180° CLEAN AGENT SYSTEM

WP

ALARM/STROBE

WEATHER PROOF

SMOKE DETECTOR

CLEAN AGENT SYSTEM

AUDIBLE ALARM BELL

CLEAN AGENT SYSTEM

VISUAL ALARM STROBE

CLEAN AGENT SYSTEM

CONTROL PANEL

CLEAN AGENT SYSTEM

MANUAL PULL STATION

FIRE ALARM

MANUAL ACTIVATION STATION

CLEAN AGENT SYSTEM

HEAT DETECTOR

CONTROL PANEL

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

ALARM/STROBE

CLEAN AGENT

WEATHER PROOF

WP

FIRE EXTINGUISHER

CLEAN AGENT

ADT RADIO TRANSMITTIER ADT TVSS

SURGE SUPPRESSOR

RRELEASING CIRCUIT

/2

P N

-F

B F

A -1

.d

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

FA-102

P

C S

R T

/8

A N

S I

D

SECOND FLOOR FIRE ALARM LAYOUT

SCALE 1/8"=1'-0"

SECOND FLOOR FIRE ALARM LAYOUT

SCALE 1/8"=1'-0"

8'0 4' 16'

19780

W P -1

-B -0

P N

-F

B

R O

B E

R T S

E Z

O N

O V

S T

E P

H E

N R T

R E

H A

R N

E P

E

A U

G U

S T

F

IR

E A

L A

R M P

R O

T E

C T

IO

N

S E

C O

N D F

L O

O R P

L A

N

/1

/2

L E

G E

N D C

H A

N G

E

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

FIRE PROTECTION LEGEND

AUDIBLE ALARM HORN

VISUAL ALARM LIGHT

SMOKE DETECTOR

DUCT DETECTOR

DISCHARGE NOZZLE

360° CLEAN AGENT SYSTEM

DISCHARGE NOZZLE

180° CLEAN AGENT SYSTEM

ALARM/STROBE

WEATHER PROOF

SMOKE DETECTOR

CLEAN AGENT SYSTEM

AUDIBLE ALARM BELL

CLEAN AGENT SYSTEM

VISUAL ALARM STROBE

CLEAN AGENT SYSTEM

CONTROL PANEL

CLEAN AGENT SYSTEM

MANUAL PULL STATION

FIRE ALARM

MANUAL ACTIVATION STATION

CLEAN AGENT SYSTEM

HEAT DETECTOR

CONTROL PANEL

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

ALARM/STROBE

CLEAN AGENT

WEATHER PROOF

FIRE EXTINGUISHER

CLEAN AGENT

ADT RADIO TRANSMITTIER

SURGE SUPPRESSOR

/2

F

IL

E N

A M

H B

A R

R

IE

R I P

R O J E

C

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

C H

IC

A G

O

IL

C H

IC

A G

O D

IS

T R

FA-602

P

C S

R T

S T

E P

H E

N R T

R E

H A

R N

E

N .T .S

A N

S I

D

O N

E L

IN

E D

IA

G R

A M

F

IR

E A

L A

R M S

Y S

T E

M

19782

NOTIFICATION CIRCUITS FOR FUTURE EXPANSION AT THE SITE.

FIRE ALARM PANEL SHALL HAVE PROVISIONS TO ADD 24 ALARM AND 1.

W P -1

-B -0

P N

-F

B

R O

B E

R T S

E Z

O N

O V

A U

G U

S T

FACP

FAAADT

C A

C P -1

C A

C P -2

C A

C P -3

C A

C P -4

C A

C P -5

C A

C P -6

C A

C P -7

R

R

R R

R

R

R

R

C A

C P -8

R

R

R

R

1 2 3 4 5 6 7 8

CORRIDOR

PRODUCTION

IT WORKSHOP

OUTSIDE

WP

WP

WP

WP

WP

LOWER LOBBY

CORRIDOR

OFFICE 2

OFFICE 1

CORRIDOR

SERVER ROOM

CONFERENCE ROOM

ROOM

MECHANICAL

SOUTH

PLUMBING ROOM

UPPER LOBBY

CUBICLE SPACE

BREAK ROOM

UTILITY ROOM

MEN'S LOCKER ROOM

WOMAN'S LOCKER ROOM

SECURITY ROOM

CUBICLE SPACE

OFFICE 2

OFFICE 1

IT WORKSHOP

LOWER LOBBY

CORRIDOR

D

SERVER ROOM

CONFERENCE ROOM

ROOM

MECHANICAL

SOUTH

PLUMBING ROOM

UPPER LOBBY

BREAK ROOM

UTILITY

SERVER ROOM

SECURITY ROOM

IR

C U

IT

C

IR

C U

IT

C

IR

C U

IT

C

IR

C U

IT

C

IR

C U

IT

C

IR

C U

IT

C

IR

C U

IT

C

IR

C U

IT

WOMAN'S ROOM

MEN'S ROOM

WP

WP

ROOM 2

LOWER MECHANICAL

ROOM 1

LOWER MECHANICAL

ROOM 2

LOWER MECHANICAL

ROOM 1

LOWER MECHANICAL

ROOM

SOUTH ELECTRICAL

LOWER HALLWAY

CORRIDOR

ROOM

SOUTH ELECTRICAL

MEN'S ROOM

WOMAN'S ROOM

UPPER HALLWAY

SPACE

FILE AND CUBICLE

PATIO 2

EXTERIOR EQUIPMENT

PATIO 1

EXTERIOR EQUIPMENT

ROOM 2

UPPER MECAHNICAL

ROOM 1

UPPER MECAHNICAL

MEN'S ROOM

WOMAN'S ROOM

MEN'S ROOM

CLOSET BY

WOMAN'S ROOM

CLOSET BY

TVSS

SPANG AND PULSER ROOM 1

SPANG AND PULSER ROOM 2

SWITCHGEAR ROOM 1

STORAGE ROOM 1

SWITCHGEAR ROOM 2

STORAGE ROOM 2

NORTH MECHANICAL ROOM

NORTH ELECTRICAL ROOM

AND FILE SPACE

BARRIER REFERENCE

CORRIDOR

120V

CA

CACP

FACP

WP

/2

L E

G E

N D C

H A

N G

E

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

SHEET OF

ROOM

MECHANICAL

SOUTH

ROOM

WOMEN'S

ROOM

MEN'S

CORRIDOR

OFFICE 1 OFFICE 2

LOWER LOBBY

WORKSHOP

IT TECHNICIAN

CORRIDOR

LOWER HALLWAY

ROOM

CONFERENCE -BRIEFING SERVER ROOM

SPANG AND PULSER ROOM 1

ROOM 1

LOWER MECHANICAL

ALCOVE 1

LOWER EQUIPMENT

ROOM 1

SWITCH GEAR

STORAGE ROOM 1

CLOSET

SUMP

ROOM

PLUMBING

ROOM

ELECTRICAL

SOUTH

MACHINE ROOM

676 LBS AGENT / 850 LB CYLINDER

NOVEC 1230 STORAGE CONTAINER

2"

2"

2"

CA

CA

C A

CA

CA

CACA

CACP-2

2"

CACP-3

WP

C A

C…