W912P6B140011_AMD0005_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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SHEET OF

SHEET INDEX

GENERAL NOTES

STANDARD ABBREEVIATIONS

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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DELTABEAM REFERENCE DRAWINGR-003205

E-600 REFERENCE DRAWINGR-002204

E-003 REFERENCE DRAWINGR-001203

TELECOMMUNICATION RISER DIAGRAMT-601202

TELECOMMUNICATION PLAN TYPICAL PLAN TYPICAL OUTLET DIAGRAMT-501201

----SERVER ROOM - AREA B9

FIRST FLOOR TELECOMMUNICATION PLAN ENLARGED ----T-103200

SECOND FLOOR TELECOMMUNICATION PLAN AREA A&BT-102199

FIRST FLOOR TELECOMMUNICATION PLAN AREA A&BT-101198

REFERENCENUMBER

TITLE SHEET SHEET

PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUTP-10598

PRODUCTION WING SECOND FLOOR WATER PIPING LAYOUTP-10497

ADMINISTRATION WING SECOND FLOOR WATER PIPING LAYOUTP-10396

PRODUCTION WING FIRST FLOOR WATER PIPING LAYOUTP-10295

ADMINISTRATION WING FIRST FLOOR WATER PIPING LAYOUTP-10194

PLUMBING KEY PLANP-00193

CLEAN AGENT STORAGE TANK (CAST) SCHEDULEFP-60192

SECOND FLOOR FIRE SUPPRESSION PLANFP-10291

FIRST FLOOR FIRE SUPPRESSION PLANFP-10190

ONE LINE DIAGRAMFA-60289

FIRE ALARM SYSTEM MATRIXFA-60188

SECOND FLOOR FIRE SUPPRESSION PLANFA-10287

FIRST FLOOR FIRE SUPPRESSION PLANFA-10186

ARCHITECTURAL SCHEDULES DOORSA-60185

TYPICAL ARCHITECTURAL DETAILS WINDOWSA-50584

TYPICAL DOOR DETAILS SHEET 2A-50483

TYPICAL DOOR DETAILS SHEET 1A-50382

ROOF DETAILSA-50281

EXTERIOR WALLS TYPICAL COMPONENT DETAILSA-50180

EXTERIOR WALLS TYPICAL DETIAL SECTIONSA-40179

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 6A-31378

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 5A-31277

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 4A-31176

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 3A-31075

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 2A-30974

TYPICAL PRODUCTION WING WALL SECTIONS SHEET 1A-30873

TYPICAL WALL SECTION ADMINISTRATION WING SHEET 3A-30772

TYPICAL WALL SECTION ADMINISTRATION WING SHEET 2A-30671

TYPICAL WALL SECTIONS ADMINISTRATION WING SHEET 1A-30570

TYPICAL SECTION BAYS 12-13 13-14 14-15A-30469

TYPICAL SECTION BAYS 8-9 9-10 10-11 11-12A-30368

TYPICAL SECTION BAYS 4-5 5-6 6-7 7-8A-30267

TYPICAL SECTIONS BAYS 1-2 2-3 3-4A-30166

ROOF PLANS BAY 2-3A-11265

HOLLOW CORE PRECAST PLANKS PLANSA-11164

SECOND FLOOR PLAN BAYS 12-13 13-14 14-15, AND 15-16A-11063

SECOND FLOOR PLAN BAYS 8-9 9-10 10-11 11-12A-10962

SECOND FLOOR PLAN BAYS 4-5 5-6 6-7 7-8A-10861

SECOND FLOOR PLAN BAYS 1-2 2-3 3-4A-10760

FIRST FLOOR PLAN BAYS 12-13 13-14 14-15A-10659

FIRST FLOOR PLANS BAYS 8-9 9-10 10-11 11-12A-10558

FIRST FLOOR PLANS BAYS 4-5, 5-6, 6-7, 7-8A-10457

FIRST FLOOR PLAN BAY 2-3 CONFERENCE-BRIEFING ROOMA-10356

FIRST FLOOR PLAN BAY 1-2A-10255

BUILDING FLOOR PLANSA-10154

BUILDING ELEVATIONS AND TYPICAL SECTIONSA-10053

GENERAL NOTESA-00152

PLAN ELEVATION SECTIONS AND DETAILS REMOVABLE PANEL WALLS-70651

GRATING PLAN SECTIONS AND DETAILSS-70550

PLAN ELEVATION SECTIONS AND DETAILS STRUCTURAL FACADE OPENINGSS-70449

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 3S-70348

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 2S-70247

LOBBY STAIRS PLAN, ELEVATION, SECTIONS, AND DETAILS SHEET 1S-70146

STRUCTURAL DETAILS SHEET 1S-50145

STRUCTURAL SCHEDULES-60144

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 5S-40543

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 4S-40442

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 3S-40341

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 2S-40240

TYPICAL STRUCTURAL SECTIONS BEAMS TO COLUMNS SHEET 1S-40139

STRUCTURAL SECTIONS SHEET 5S-30738

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

ELECTRICAL LEGENDT-001197

ELECTRONIC SECURITY SYSTEM DOOR DETAILSEY-202196

ELECTRONIC SECURITY SYSTEM DOOR DETAILSEY-201195

SECOND FLOOR ESS PLAN AREA A&BEY-104194

SECOND FLOOR ESS PLAN AREA A&BEY-103193

FIRST FLOOR ESS PLAN AREA A&BEY-102192

FIRST FLOOR ESS PLAN AREA A&BEY-101191

ELECTRONIC SECURITY SYSTEM SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES1EY-00190

34.5KV ELECTRICAL MANHOLE DETAILSES-501189

34.5KV ELECTRICAL DUCTBANK SECTIONS AND DETAILSES-301188

34.5KV ELECTRICAL SITE PLAN "C"ES-004187

34.5KV ELECTRICAL SITE PLAN "B"ES-003186

34.5KV ELECTRICAL SITE PLAN "A"ES-002185

34.5KV ELECTRICAL SITE KEY PLANES-001184

LIGHTNING PROTECTION DETAILSEI-501183

LIGHTNING PROTECTION PLANEI-101182

ELECTRICAL SCHEDULESE-703181

ELECTRICAL SCHEDULESE-702180

ELECTRICAL SCHEDULESE-701179

ELECTRICAL ONE-LINEE-602178

ELECTRICAL ONE-LINEE-601177

ELECTRICAL DETAILSE-503176

ELECTRICAL DETAILSE-502175

ELECTRICAL DETAILSE-501174

ELECTRICAL SECTIONSE-301173

LIGHTING LOFT FLOOR PLANE-123172

LIGHTING SECOND FLOOR PLANE-122171

LIGHTING SECOND FLOOR PLANE-121170

LIGHTING SECOND FLOOR PLANE-120169

LIGHTING SECOND FLOOR PLANE-119168

LIGHTING FIRST FLOOR PLANE-118167

LIGHTING FIRST FLOOR PLANE-117166

LIGHTING FIRST FLOOR PLANE-116165

LIGHTING FIRST FLOOR PLANE-115164

ELECTRICAL UNDERGROUND PLANE-114163

ELECTRICAL UNDERGROUND PLANE-113162

ELECTRICAL LOFT FLOOR PLANE-112161

ELECTRICAL SECOND FLOOR PLANE-111160

ELECTRICAL SECOND FLOOR PLANE-110159

ELECTRICAL SECOND FLOOR PLANE-109158

ELECTRICAL SECOND FLOOR PLANE-108157

ELECTRICAL FIRST FLOOR PLANE-107156

ELECTRICAL FIRST FLOOR PLANE-106155

ELECTRICAL FIRST FLOOR PLANE-105154

ELECTRICAL FIRST FLOOR PLANE-104153

ELECTRICAL LEGENDE-103152

ELECTRICAL LEGENDE-102151

ELECTRICAL ABBREVIATIONSE-101150

BARRIER I HVAC OPERATION SEQUENCE PRODUCTION WING 1MI-705149

BARRIER I HVAC OPERATION SEQUENCE ADMINISTRATION WING 2MI-704148

BARRIER I HVAC OPERATION SEQUENCE ADMINISTRATION WING 1MI-703147

BARRIER I LIQUID COOLING SYSTEM PROTOCOL 2MI-702146

BARRIER I LIQUID COOLING SYSTEM PROTOCOL 1MI-701145

MECHANICAL SCHEDULESM-610144

MECHANICAL SCHEDULESM-609143

MECHANICAL SCHEDULESM-608142

MECHANICAL SCHEDULESM-607141

MECHANICAL SCHEDULESM-606140

MECHANICAL SCHEDULESM-605139

MECHANICAL SCHEDULESM-604138

MECHANICAL SCHEDULESM-603137

MECHANICAL SCHEDULESM-602136

BARRIER I LIQUID COOLING SYSTEM ONE LINE DIAGRAMM-601135

DETAILS - ERV SYSTEM, MINI SPLIT UNITS AND WATER SOURCE HEAT PUMPSM-508134

DETAILS - CONTROL AND SECURITY ROOM UNITS, SERVER ROOM UNITS AND PUMPSM-507133

DETAILS - CHILLER CONDENSING UNIT, EVAPORATOR, AND HEAT EXCHANGERM-506132

DETAILS - PRODUCTION WING HVACM-505131

DETAILS - ADMINISTRATION WING HVACM-504130

DETAILSM-503129

DETAILS M-502128

DETAILS M-501127

HVAC MECHANICAL SECTIONS O AND PM-309126

HVAC NORTH MECHANICAL ROOM TRANSVERSE SECTIONM-308125

HVAC NORTH MECHANICAL ROOM SECTIONS L AND MM-307124

HVAC SOUTH MECHANICAL ROOM SECTIONS J AND KM-306123

HVAC SOUTH MECHANICAL ROOM LONGITUDINAL SECTIONSM-305122

HVAC SOUTH MECHANICAL ROOM CROSS SECTIONM-304121

LIQUID COOLING SYSTEM LAYOUT SECOND FLOOR PLANM-303120

SKID LAYOUTSM-302119

LIQUID COOLING SYSTEM LAYOUT FIRST FLOOR PLANM-301118

LOFT ROOM, CONTROL ROOM, AND SERVER ROOM FLOOR PLANSM-108117

ADMINISTRATION WING SECOND FLOOR EXHAUST AND RETURN AIR DUCTWORK LAYOUTM-107116

ADMINISTRATION WING SECOND FLOOR SUPPLY AIR DUCTWORK LAYOUTM-106115

ADMINISTRATION WING FIRST FLOOR EXHAUST AND RETURN AIR DUCTWORK LAYOUTM-105114

ADMINISTRATION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUTM-104113

HVAC PRODUCTION WING SECOND FLOOR SUPPLY AIR DUCTWORK LAYOUTM-103112

HVAC PRODUCTION WING FIRST FLOOR SUPPLY AIR DUCTWORK LAYOUTM-102111

LIQUID COOLING SYSTEM FLOOR PLANSM-101110

MECHANICAL, HVAC, AND PIPING LEGENDM-001109

PLUMBING SCHEDULESP-603108

SANITARY PIPING SCHEMATICP-602107

WATER PIPING SCEMATICP-601106

PLUMBING DETALSP-501105

LOFT SPACE SUPPLY AND SANITARY PIPING LAYOUTSP-111104

ADMINISTRATION WING SECOND FLOOR SANITARY PIPING LAYOUTP-110103

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT 3P-109102

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUT P-108101

PRODUCTION WING FIRST FLOOR SANITARY PIPING LAYOUTP-107100

ADMINISTRATION WING FIRST FLOOR SANITARY PIPING LAYOUTP-10699

REFERENCENUMBER

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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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SECTION

"=1'-0"2

1SCALE: A307S307

CSECTION

"=1'-0"2

1SCALE:

HOOK IN THE WALL, TYP.

#5 BARS WITH 90°

#3 HAIRPIN BARS @ 6", TYP.

#5 @ 12", TYP.

A107S307

BSECTION

"=1'-0"2

1SCALE:

HOOK IN THE WALL, TYP.

#5 BARS WITH 90°

#3 HAIRPIN BARS @ 6", TYP.

#5 @ 12", TYP.

HOOK IN THE WALL, TYP.

#5 @ 6" WITH 90°

#5 @ 12" TYP.

#5 @ 6" TYP.

#5 @ 6" TYP.

#5 @ 12" TYP.

FOUNDATION SLAB REINFORCING.

SEE SHEET S-101 FOR TYPICAL

REINFORCING DETAILS.

SEE SHEET S-301 FOR

9'-9" "4 13'-5 8'-10" 4'-0"

REINFORCING DETAILS.

SEE SHEET S-301 FOR

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#5 @ 6" TYP. "

" UNLESS OTHERWISE NOTED.4

32. ALL STAIR COVER SHALL BE 3/4"

" UNLESS OTHERWISE NOTED.2

11. ALL WALL AND SLAB CLEAR COVER SHALL BE 1

NOTES:

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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

B E

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

S705S705

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ASECTION

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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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S706S706

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A

ELEVATION

"=1'-0"4

3SCALE:

SECTION

"=1'-0"4

3SCALE:

18'-0"

"4 33'-7 "4

33'-6 "4 33'-6 "4

33'-6 "4 33'-7

S706S706

B

S706S706

BSECTION

=1'-0""2

11SCALE:

WT6x20, TYP.

CL OF WT6x20, TYP.

4" DIA. SCHEDULE 80 STEEL PIPE, TYP

ANCHOR, TYP.

" EXPANSION 2

14" LONG,

ANCHOR, TYP.

" EXPANSION 8

54" LONG,

" STEEL PLATE, TYP.2

8"

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BOLT, TYP.

" ASTM A325 2

"4

SLOTTED BOLT HOLE, TYP.

BOLT, WITH STANDARD

" ASTM A325 2

ANGLE, TYP.

CLIP 8

3x2

1L5x3

" DIA. U-BOLT, TYP.8

" DIA. U-BOLT, TYP.8

" DEEP SLOT, TYP.2

SCREW @ 12" TYP.

" COUNTER SUNK4

PANEL SKIN PLATE, TYP.

" THICK ALUMINUM8

" EXPANSION ANCHOR, TYP.8

54" LONG,

FRAME ANGEL, TYP.

ALUMINUM PANEL8

3L3x2x

TOGETHER AND WELDS GROUND SMOOTH, TYP.

NOTE: PANEL COMPONENTS SHALL BE WELDED

"8 53'-7 "2

13'-6 "2 13'-6 "2

13'-6 "8 53'-7

PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH

ANGLE, TYP.

WAINSCOT MOUNTING

ALUMINUM 8

3x2

1L5x3

WAINSCOT, TYP.

" ALUMINUM 16

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IDENTIFICATION

SHEET

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®of Engineers

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 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.

T E

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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

T E U

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IDENTIFICATION

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®of Engineers

FILE AND CUBICLE SPACE

SECURITY ROOM

CONTROL AND

BREAK ROOM

ROOM

UTILITY

OPEN TO BELOW

UPPER LOBBY

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ROOM

UTILITY

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A208

A209

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A B

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1 2 3 4

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

ACCESS PLATFORM

SEVER ROOM UTILITY

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

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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

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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

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A A107S307

B A107S307