W912QR24R0008_Plans-0004.pdf

PDF 7 MB Posted Mar 29, 2024

Attached to: Ground Transport Equipment Building (GTEB) at Detroit Arsenal, MI
Solicitation number: W912QR24R0008
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Mar 29, 2024

This document is a Request for Proposals (RFP) for the construction of a new Ground Transport Equipment Building (GTEB) at the Detroit Arsenal in Warren, Michigan. The estimated construction cost is between $25,000,000 and $100,000,000. This is a single-phase, Design/Bid/Build, 100% Full and Open (Unrestricted) procurement with a HUBZone 10% price evaluation preference. The solicitation number is W912QR24R0008 and the NAICS code is 236220 with a $45,000,000 size standard. The U.S. Army Corps of Engineers, Louisville District is the procuring agency. The contract requires the construction of a new ground transportation equipment facility, including civil, structural, architectural, mechanical, electrical, and fire protection systems. A site visit is required in accordance with FAR Clause 52.236-27 ALT I.

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Other files

File	Type	Posted
W912QR24R0008_Specs-0005.pdf	PDF	Apr 5, 2024
W912QR24R0008_Plans-0005.pdf	PDF	Apr 5, 2024
W912QR24R0008_Specs-0004.pdf	PDF	Mar 29, 2024
W912QR24R0008_Plans-0003.pdf	PDF	Mar 15, 2024
W912QR24R0008_Specs-0003.pdf	PDF	Mar 15, 2024
W912QR24R0008_Plans-0002.pdf	PDF	Mar 4, 2024
W912QR24R0008_Specs-0002.pdf	PDF	Mar 4, 2024
W912QR24R0008_Drawings_For_Reference_Only-0002.pdf	PDF	Mar 4, 2024
W912QR24R0008_Specs-0001.pdf	PDF	Feb 23, 2024
W912QR24R0008_Plans-0001.pdf	PDF	Feb 23, 2024
Site Visit Roster 01 Feb 2024.pdf	PDF	Feb 5, 2024
W912QR24R0008_Specs_Vol3-0000.pdf	PDF	Jan 11, 2024
W912QR24R0008_Plans_Vol2-0000.pdf	PDF	Jan 11, 2024
JA - Simplex - DTA GTEB_Redacted.pdf	PDF	Jan 11, 2024
W912QR24R0008_Specs_Vol1-0000.pdf	PDF	Jan 11, 2024
W912QR24R0008_Specs_Vol2-0000.pdf	PDF	Jan 11, 2024
JA - MOBIL - DTA GTEB_Redacted.pdf	PDF	Jan 11, 2024
W912QR24R0008_Plans_Vol1-0000.pdf	PDF	Jan 11, 2024

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D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

9, D

R O

, M I

G R

O U

N D

T R

O R

O N

E Q

Plot Date: File Path:

S U

GENERAL NOTES

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY.

THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL POTHOLE TO LOCATE AND PROTECT ALL EXISTING BURIED UTILITY LINES, WHETHER OR NOT SHOWN ON THESE DRAWINGS, DURING THE COURSE OF CONSTRUCTION.

REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN

THE CONTRACTOR, UTILITY COMPANY, AND CONTRACTING OFFICER'S REPRESENTATIVE.

2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE

SITE.

3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE GOVERNMENT TO MINIMIZE TRAFFIC

INTERFERENCE AND OPERATIONS OF THE FACILITIES.

4. NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT SITE, UNLESS OTHERWISE NOTED OR

DIRECTED BY THE GOVERNMENT.

DEMOLITION AND CLEARING NOTES:

1. DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE REGULATIONS RELATING TO

ENVIRONMENTAL REQUIREMENTS, DISPOSAL OF DEBRIS, AND USE OF HERBICIDES.

2. DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF WASTE IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. DO NOT BURY OR BURN DEMOLITION WASTE ON-SITE.

3. ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH GOVERNMENT'S ON-SITE

OPERATIONS OR OPERATIONS OF ADJACENT OCCUPIED BUILDINGS. PROVIDE NOT LESS THAN 72 HOURS

NOTICE OF ACTIVITIES THAT WILL AFFECT OPERATIONS OF ADJACENT OCCUPIED BUILDINGS.

4. PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE FOLLOWING:

a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER.

b. EXISTING UNDERGROUND UTILITIES HAVE BEEN LOCATED AND MARKED IN THE FIELD.

c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN PROTECTED.

5. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH DETROIT ARSENAL UTILITY GROUPS.

6. CONTRACTOR TO PROVIDE A MINIMUM OF 48-HOUR NOTICE TO ALL DETROIT ARSENAL UTILITY GROUPS

BEFORE DIGGING.

7. COORDINATE ALL SITE DEMOLITION WITH PROPOSED SITE IMPROVEMENTS, AND NEW UNDERGROUND

UTILITIES.

8. CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY LINES CAUSED BY HIS/HER ACTIVITIES. ALL WORK REQUIRED TO PERMANENTLY REPAIR THE UTILITY TO THE ENGINEER'S SATISFACTION SHALL BE AT THE

CONTRACTORS EXPENSE.

EARTHWORK NOTES:

1. COORDINATE ALL SITE IMPROVEMENTS WITH NEW UNDERGROUND UTILITIES.

2. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND NOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR

DIRECTION.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF-SITE WORK SO AS TO ESTABLISH THE DESIRED

SUBGRADE, FINISH GRADES AND SLOPES SPECIFIED WITHIN THE PLANS.

4. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT

UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION. ALL

SHORING AND ASSOCIATED TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED

PROFESSIONAL AND INSTALLED PURSUANT TO O.S.H.A. REQUIREMENTS.

UTILITY NOTES:

1. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES, HOLES OR PITS. ALL TRENCHES, HOLES OR PITS SHALL BE

CLOSED OR PROTECTED BY BARRICADES AT THE END OF THE DAY.

2. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW THE

CONSTRUCTED CONDITIONS OF ALL WORK INSTALLED.

EROSION AND SEDIMENTATION CONTROL NOTES:

1. PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A WORK AREA, ALL EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND IN WORKING ORDER.

2. THE STORMWATER POLLUTION PREVENTION PLAN (SWP3) IS PREPARED IN ACCORDANCE WITH THE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE SYSTEM (NPDES) PERMIT AND SHALL OUTLINE “BEST MANAGEMENT PRACTICES” TO BE USED THROUGHOUT THE PROJECT AND WILL BE PROVIDED TO

THE CONTRACTOR.

3. THE “EROSION CONTROL PLAN” CONTAINED WITHIN THIS PLAN SHALL BE ADJUSTED AS REQUIRED DURING THE PHASING AND PERFORMANCE OF THE CONSTRUCTION. ADDITIONAL MEASURES SHALL BE ADDED AS REQUIRED TO ENSURE THE SITE MEETS ALL FEDERAL, STATE, AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS, AS WELL AS THE APPROPRIATE STATE AND FEDERAL NATIONAL

POLLUTANT DISCHARGE PERMIT (NPDES).

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENT CONTROL FEATURES TO PREVENT SEDIMENT-LADEN AND OTHER POLLUTANTS FROM LEAVING THE CONSTRUCTION AREAS AND

ENTERING EXISTING STORM WATER FACILITIES AND SURFACE WATERS. ADDITIONAL MEASURES

BEYOND THOSE SHOWN ON THESE PLANS MAY BE NECESSARY DURING CONSTRUCTION, INCLUDING

TEMPORARY VEGETATIVE MEASURES AND INSTALLATION OF OTHER SILT TRAPPING MEASURES.

5. ALL BEST MANAGEMENT CONTROL PRACTICES SHALL BE INSPECTED BY THE SUPERINTENDENT, THE

PERSON RESPONSIBLE FOR THE DAY TO DAY OPERATIONS; OR SOMEONE APPOINTED BY THE

SUPERINTENDENT, AT LEAST EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A PRECIPITATION EVENT THAT RESULTS IN RUNOFF LEAVING THE SITE INCLUDING WEEKEND DAYS REGARDLESS IF THE CONTRACTOR

IS WORKING OR NOT. A WRITTEN LOG SHALL BE MAINTAINED ON SITE OF ALL INSPECTIONS.

6. ALL BEST MANAGEMENT CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORTS IDENTIFYING THE PROBLEM

DETAILS OF THE REPAIRS SHALL BE MAINTAINED WITH THE INSPECTION LOG.

7. CONTRACTOR SHALL MAINTAIN AS MUCH OF THE EXISITING VEGETATION AS POSSIBLE IN AREAS OUTSIDE OF THE SCOPE OF WORK AND IN AREAS TO BE DEMOLISHED. VEGETATION TO STAY SHALL BE

PROTECTED DURING CONSTRUCTION. AREAS THAT ARE DISTURBED BY CONSTRUCTION SHALL BE

COVERED AND SEEDED WITHIN 14 DAYS IF NO WORK IN AREA IS PLANNED WITHIN THE NEXT 30 DAYS.

WHEN GRADING IS COMPLETE IN AN AREA, THE AREA SHALL BE SEEDED FOR FINAL STABILIZATION. ALL DISTURBED AREAS SHALL BE SEEDED. THIS INCLUDES, BUT IS NOT LIMITED TO, AREAS AFTER REMOVAL OF TEMPORARY HAUL ROADS, STAGING AND LAYDOWN AREAS, EQUIPMENT STORAGE AREAS, UTILITY TRENCHES, ETC. THE CONTRACTOR SHALL WATER NEW SEED DAILY OR AS NEEDED TO ESTABLISH 95% GROUND COVER PER SECTION 32 92 19 OF THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN THE SEEDED AREAS UNTIL FINAL ACCEPTANCE OF THE GRASS COVERAGE OF THE DISTURBED AREAS BY THE CONTRACTING OFFICER. NO SODDING IS REQUIRED. THE AREAS WITHIN THE LIMITS OF

CONSTRUCTION SHALL PRESENT A NEAT AND FINISHED APPEARANCE. THE CONTRACTOR SHALL

PROVIDE TEMPORARY WINTER GRASS COVERAGE IN AREAS WHERE SEED IS DELAYED BY THE SEASON.

EXISTING PROPOSED

BOLLARD

FENCE

TREE LINE

SWALE/ DETENTION BASIN TOE

AND TOP OF SLOPE

NATURAL GAS

WATER LINE

SANITARY SEWER

ROOF DRAIN

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND COMM. LINE

UTILITY POLE

FIRE HYDRANT

VALVE (GAS OR WATER)

STORM DRAIN

FIRE PROTECTION WATER MAIN

LIGHT POLE

TREE

TELEPHONE LINE UGRND.

MANHOLE

X X

G G

W W

SAN SAN

OH OH

UE UE

UC UC

TUG

FMFM

OC OC

LOD

LEGEND

REINF REINFORCED, REINFORCING

REQ'D REQUIRED

RES RESILIENT

REV REVISION

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RM ROOM

ROW RIGHT OF WAY

RTU ROOFTOP UNIT

RUB RUBBER

S SOUTH

S/A SUPPLY AIR

SC SEALED CONCRETE

SCHED SCHEDULE

SE SOUTHEAST

SECT SECTION

SF SQUARE FOOT

SPECS SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STND STAINED

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SOUTHWEST

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK, THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOR TOP OF ROOF

TOR(C-R-S

-W)

TOP OF EXISTING (SEE

BELOW)

TOS TOP OF STEEL

TOW TOP OF WALL

TRC TEXTILE REINFORCED CONCRETE

TYP TYPICAL

UC UNDERCUT

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WIDTH, WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WALL

COVERING

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

WP WATERPROOFING

WT WEIGHT

WWM WELDED WIRE MESH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

M METER

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRRIOR

MISC MISCELLANEOUS

MM MILLIMETER

MNT MOUNT

MO MASONARY OPENING

MTL METAL

MULL MULLION

N NORTH

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OTO OUT-TO-OUT

PC PRECAST

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLMBG PLUMBING

PLWD PLYWOOD

PLYWD PLYWOOD

PM PRESSED METAL

PNL PANEL

PNT(D) PAINT(ED)

POL POLISHED

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

R RADIUS, RISER

R/A RETURN AIR

RB RESILIENT BASE

RD ROOF DRAIN

REF REFERENCE

FEC FIRE EXTINGUISHER IN

CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR, FLOORING

FO FACE OF

FOC FACE OF CONCRETE

FOS FACE OF STUDS

FP FIREPROOF

FR FIRE RATED

FRT FIRE RETARDAINT TREATED

FS FULL SIZE

FT FOOT, FEET

FTG FOOTING

FURN FURNISH

FV FIELD VERIFY

G GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HC ACCESSIBLEPED, HOLLOW

CORE

HD HAND

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HORSE POWER

HR HOUR

HS HEAT STRENGTHENED

HT HEIGHT

HVAC HEATING VENTILATING AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCKDOWN

KG KILOGRAM

KIT KITCHEN

KO KNOCKOUT

KS KNEE SPACE

LONG, LENGTH

LAB LABORATORY

LAV LAVATORY

LB LOAD BEARING

LBS POUNDS

LEV LEVEL

LH LEFT HAND

LHR LEFT HAND REVERSE

ABBR DESCRIPTION

AND

AIR CONDITIONING

ANCHOR BOLT

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BTW BETWEEN

CAB CABINET

CB CATCH BASIN

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFMF COLD - FORMED METAL

FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONERY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUES

CORR CORRIDOR

CW CHILLER WATER

CY CUBIC YARD

D DEEP

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EW EYE WASH

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FEB FIRE EXTINGUISHER

BRACKET

MOUNT

ABBREVIATIONS

EXISTING PROPOSED

GUY ANCHOR

POST INDICATOR VALVE

FORCE MAIN

BORE HOLE

SANITARY MANHOLE

FLARED END SECTION

CLEANOUT

OVERHEAD ELEC. & COMM.

LIMIT OF DISTURBANCE

SILT FENCE

CONTOUR LINE

SIGN

UTILITY POLE

ELECTRICAL CONTROL CABINET

TELEPHONE PULL BOX

ELECTRIC PULL BOX

SURVEY CONTROL POINT

BOLLARD

SPOT ELEVATION

ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION

ATFP ANTI TERRORISM FORCE

PROTECTION

VOLUME 1 - SHEET INDEX

SHT NO SHEET NAME REV DATE

C-001 COVER SHEET

C-002 GENERAL NOTES AND

ABBREVIATIONS 0003 03/08/2024

C-100 EXISTING CONDITIONS

C-101 SURVEY CONTROL PLAN

CD100 SITE DEMOLITION PLAN 0002 02/23/2024

C-102 AERIAL PHOTO PLAN

C-103 SITE PLAN 0002 02/23/2024

C-104 GEOMETRY PLAN 0002 02/23/2024

C-105 UTILITY PLAN

C-106 GRADING PLAN 0002 02/23/2024

C-107 ATFP PLAN

C-108 EROSION CONTROL PLAN

C-109 HAUL ROUTE 0003 03/22/2024

C-110 JOINTING PLAN

C-111 PHOTOGRAPH PLAN

C-112 SITE COORDINATE PLAN

C-113 UTILITY COORDINATE PLAN

C-250 SEWER PROFILES

C-251 SEWER PROFILES

C-500 PAVEMENT DETAILS 0003 03/08/2024

C-501 PAVEMENT DETAILS

C-502 UTILITY DETAILS

C-503 UTILITY DETAILS

C-504 STORM & SANITARY SEWER DETAILS

C-505 STORM SEWER DETAILS

C-506 MISCELLANEOUS DETAILS 0002 02/23/2024

C-507 EROSION CONTROL DETAILS

C-508 EROSION CONTROL DETAILS

C-510 BORING LOGS

C-511 BORING LOGS

C-512 BORING LOGS

C-513 BORING LOGS

C-514 BORING LOGS

C-521 SWPPP PLAN

RDRD

PIV

3/20/2024 3:31:07 PM P:\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\65526C002.dwg

M .S

M .B

D A

N S

C-002

A C

C O

R D

E W

A M

/2 3/

A C

C O

R D

E W

A M

/0 8/

A C

C O

R D

E W

A M

/2 2/

2Q R

_P la ns -0

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

O N

D R

GROUND TRANSPORTATION

EQUIPMENT BUILDING

CONTRACTOR

LAYDOWN

AREA

CONTRACTOR

HAUL ROUTE

EXISTING GATE

(GOVERMENT GATE

ACCESS SHALL BE

MAINTAINED FOR MILITARY

MISSION TRAFFIC)

BLDG

C LOT

M O

U N

D R

ARSENAL AVENUE

D R

N H

O W

TRACK

BLDG 200A

BLDG

200C

BLDG

200B

BLDG

200D

H LOT

J LOT

BRIDGE

CANOPY

BLDG

M1 LOT

L1 LOT

L LOT

E LOT

K LOT

BLDG

O N

D R

CONTRACTOR

TRAILER

BASE ACCESS

CONTROL

GATE

NOTE: THIS IS ANTICIPATED HAUL ROUTE, UNLESS

BASE REQUIRES A DIFFERENT ROUTE

CONTRACTOR WORKING LIMITS

U.P.

CONCRETE

GRAVEL

STORAGE

CONTAINER

STORAGE

CONTAINER

GRAVEL

BOL.(4)

BOL.(2)

GRAVEL

CONCRETE

ASPHALT

SIGN

ASPHALT

(7 P

N G

G S

BOL.

LOADING DOCK AREA

AREA UNDER

CONSTRUCTION

AREA UNDER

CONSTRUCTION

PATTON

CONCRETE

C O

N C

G S

GAS

METER

GVW

ASPH. RAMP

PATTON

CWL1

CWL2

CWL3

CWL4

CWL5

CWL6

CWL7

CWL8

CWL9CWL10

CWL11

CWL12

CWL13

CWL14

CWL15

CWL16CWL17

CWL18

CWL19

CWL20

CWL21

CWL22

CWL23

CWL24

CWL25

CWL26

CWL27

CWL28

CWL29

CWL30

CWL31

CWL32

CWL33

CWL34

CWL35

CWL36

CWL37

CWL38

CWL39

CWL40

CWL41

CWL42

CLA1CLA2

CLA3 CLA4 CT3 CT4

CT2 CT1

COOLING

TOWER AREA

SOIL AMENDMENT

AREA (0.60 ACRES)

CWL43

CWL44

SF SF

PROPOSED HAUL ROUTE

CONTRACTOR LAYDOWN AREA

CONTRACTOR WORKING LIMITS

SF SILT FENCE

SITE POINT TABLE

Point

Number

CLA1

CLA2

CLA3

CLA4

CT1

CT2

CT3

CT4

CWL1

CWL2

CWL3

CWL4

CWL5

CWL6

CWL7

CWL8

CWL9

Description

CONTRACTOR LAYDOWN AREA

CONTRACTOR TRAILER

CONTRACTOR WORKING LIMITS

Northing

367300.84

367297.53

367317.51

367320.81

367304.61

367301.31

367321.29

367324.59

367714.14

367713.64

367728.68

367724.71

367800.53

367804.50

367857.74

367857.25

367860.08

Easting

13480433.51

13480363.59

13480362.65

13480432.57

13480513.42

13480443.50

13480442.56

13480512.48

13481093.14

13481083.07

13481082.35

13480998.91

13480995.44

13481097.53

13481095.37

13480989.62

13480989.49

SITE POINT TABLE

Point

Number

CWL10

CWL11

CWL12

CWL13

CWL14

CWL15

CWL16

CWL17

CWL18

CWL19

CWL20

CWL21

CWL22

CWL23

CWL24

CWL25

CWL26

CWL27

Description

CONTRACTOR WORKING LIMITS

Northing

367857.44

367852.06

367850.43

367848.97

367877.06

367875.23

367929.84

368116.82

367891.03

367786.57

367682.11

367662.98

367608.50

367647.74

367746.57

367751.38

Easting

13480924.90

13480770.53

13480745.03

13480712.54

13480711.27

13480670.52

13480567.31

13480439.16

13480438.85

13480438.55

13480394.32

13480485.02

13480587.95

13480683.73

SITE POINT TABLE

Point

Number

CWL28

CWL29

CWL30

CWL31

CWL32

CWL33

CWL34

CWL35

CWL36

CWL37

CWL38

CWL39

CWL40

CWL41

CWL42

CWL43

CWL44

Description

CONTRACTOR WORKING LIMITS

Northing

367713.52

367714.43

367686.06

367498.11

367460.62

367449.49

367461.58

367462.63

367436.21

367436.44

367513.22

367519.18

367539.22

367586.36

367620.84

367891.03

367955.07

Easting

13480685.63

13480706.03

13480707.46

13480716.46

13480744.01

13480807.49

13480807.01

13480819.53

13480819.85

13480845.52

13480897.45

13481028.94

13481099.91

13481098.01

13481096.62

13480386.98

GENERAL SHEET NOTES

SHEET KEYNOTES

1. POWER FOR CONTRACTOR'S TRAILER MAY BE

OBTAINED FROM SPARE 100 AMP DISCONNECT NAMED

"MCE TEMP POWER SKID" IN DISTRIBUTION PANEL MCC 4

LOCATED AT THE EAST END OF THE COOLING TOWER.

2. CONTRACTOR'S COMMUNICATIONS MAY NOT CONNECT

TO GOVERNMENT SOURCES AND MUST BE

STANDALONE, CELLULAR, WIRELESS, ETC.

3. CONTRACTOR SHALL MAINTAIN PERIMETER FENCE

SECURITY PER LOCAL PROCEDURES FOR THE

DURATION OF THE PROJECT.

4. THE EXISTING PARKING LOT MUST REMAIN OPEN FOR

GOVERNMENT EMPLOYEE PARKING. REQUESTS FOR A

PARTIAL CLOSURE SHALL BE SUBMITTED TO DPW FOR

APPROVAL.

5. PERIMETER ROAD MUST REMAIN OPEN FOR

GOVERNMENT USE/OPERATIONS. CONSTRUCTION

ACTIVITIES THAT DISRUPT GOVERNMENT OPERATIONS

MUST BE APPROVED THROUGH A CONSTRUCTION

IMPACT NOTIFICATION. COORDINATE WITH DPW.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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CALLOUTS

LEGEND

PLAN

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1. SILT FENCING (SEE DETAIL A1, SHEET C-507)

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09 - INTERIORS

I-111 FIRST FLOOR FINISH PLAN - SECTOR 1 1 03/22/2024

I-112 FIRST FLOOR FINISH PLAN - SECTOR 2 1 03/22/2024

I-113 FIRST FLOOR FINISH PLAN - SECTOR 3 1 03/22/2024

IF-111 FIRST FLOOR FURNITURE PLAN - SECTOR 1 1 02/23/2024

IF-112 FIRST FLOOR FURNITURE PLAN - SECTOR 2 1 02/23/2024

IF-113 FIRST FLOOR FURNITURE PLAN - SECTOR 3 1 02/23/2024

IG-111 FIRST FLOOR SIGNAGE PLAN - SECTOR 1

IG-112 FIRST FLOOR SIGNAGE PLAN - SECTOR 2

IG-113 FIRST FLOOR SIGNAGE PLAN - SECTOR 3

IG-340 SIGNAGE SCHEDULE AND DETAILS

IA-111 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 1 1 02/23/2024

IA-112 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 2 1 02/23/2024

IA-113 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 3

I-401 ENLARGED PLANS AND ELEVATIONS

I-402 INTERIOR ELEVATIONS

I-403 INTERIOR ELEVATIONS 1 03/22/2024

I-601 FINISH SCHEDULE AND LEGEND 1 02/23/2024

11 - FIRE PROTECTION

FA001 FIRE ALARM LEGEND AND NOTES

FA111 FIRE ALARM PLAN - SECTOR 1 1 03/22/2024

FA112 FIRE ALARM PLAN - SECTOR 2

FA113 FIRE ALARM PLAN - SECTOR 3

FA600 FIRE ALARM AND MNS INPUT/OUTPUT MATRIX

FA601 FIRE ALARM AND MNS RISER DIAGRAM 1 03/22/2024

FA602 FIRE ALARM & MASS NOTIFICATION - AUDIBLE AND VISUAL MESSAGES

FX001 FIRE SUPPRESSION SYSTEMS LEGEND AND NOTES

FX110 FIRE SUPPRESSION PLAN

FX400 ENLARGED FIRE PUMP ROOM PLAN

FX600 FIRE PUMP DIAGRAM, SCHEDULE, AND DETAIL

Grand total: 167

SHT No SHEET NAME REV DATE

08 - ARCHITECTURAL

A-002 PROJECT NOTES

A-003 LEGENDS

A-004 LEGENDS

A-005 LEGENDS

A-006 LEGENDS

A-011 ACCESSIBILITY

A-012 ACCESSIBILITY

A-013 ACCESSIBILITY PLAN

A-021 AIR BARRIER PLAN

A-022 AIR BARRIER SECTIONS

A-023 AIR BARRIER SECTIONS

A-024 AIR BARRIER SECTIONS

A-031 UL ASSEMBLIES PLAN

A-032.1 UL ASSEMBLIES - DESIGN NO. U419

A-032.2 UL ASSEMBLIES - DESIGN NO. U419

A-032.3 UL ASSEMBLIES - DESIGN NO. U419

A-033.1 UL ASSEMBLIES - DESIGN NO. U905

A-034.1 UL ASSEMBLIES - DESIGN NO. D902

A-034.2 UL ASSEMBLIES - DESIGN NO D902

A-034.3 UL ASSEMBLIES - DESIGN NO D902

A-036.1 UL ASSEMBLIES - DESIGN NO. X829

A-037.1 UL ASSEMBLIES - DESIGN NO. X827

A-071 AREA TABULATIONS PLAN

A-091 EQUIPMENT PLAN

A-110 FIRST FLOOR PLAN - COMPOSITE 1 03/08/2024

A-111 FIRST FLOOR PLAN - SECTOR 1

A-112 FIRST FLOOR PLAN - SECTOR 2 1 02/23/2024

A-113 FIRST FLOOR PLAN - SECTOR 3

A-120 ROOF PLAN - COMPOSITE

A-121 ROOF PLAN - SECTOR 1

A-122 ROOF PLAN - SECTOR 2

A-123 ROOF PLAN - SECTOR 3

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS 1 03/08/2024

A-303 BUILDING SECTIONS 1 03/08/2024

A-311 WALL SECTIONS 1 03/08/2024

A-312 WALL SECTIONS

A-313 WALL SECTIONS 1 03/08/2024

A-314 WALL SECTIONS

A-401 ENLARGED PLANS AND ELEVATIONS 1 03/22/2024

A-402 ENLARGED PLANS AND ELEVATIONS 1 03/22/2024

A-403 ENLARGED PLANS AND ELEVATIONS 1 03/22/2024

A-404 ENLARGED PLANS AND ELEVATIONS

A-501 DETAILS 1 02/23/2024

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-505 DETAILS

A-506 DETAILS

A-507 DETAILS

A-508 DETAILS

A-509 DETAILS 1 03/08/2024

A-510 DETAILS

A-511 DETAILS

A-512 DETAILS 1 03/08/2024

A-513 DETAILS 1 02/07/2024

A-514 DETAILS

A-515 DETAILS

A-516 DETAILS

A-519 DETAILS

A-520 DETAILS

A-521 DETAILS

A-522 DETAILS

A-523 DETAILS

A-524 DETAILS

A-531 DETAILS 1 02/23/2024

A-601 PARTITION SCHEDULE

A-602 PARTITION SCHEDULE

A-603 PARTITION SCHEDULE

A-604 PARTITION SCHEDULE DETAILS

A-611 DOOR SCHEDULE 2 03/08/2024

A-612 WINDOW AND LOUVER SCHEDULE 2 03/08/2024

A-710 FIRST FLOOR REFLECTED CEILING PLAN

A-711 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1 1 03/08/2024

A-712 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2

A-713 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3 1 03/08/2024

A-901 ISOMETRIC VIEWS

SHT No SHEET NAME REV DATE

00 - GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX 3 03/22/2024

G-003 SHEET INDEX 3 03/22/2024

GI001 CODE ANALYSIS

GI002 CODE ANALYSIS

GI003 FPLS CODE REVIEW FORM

GI101 CODE COMPLIANCE SITE PLAN

GI110 LIFE SAFETY PLAN

GI200 ELECTRICAL HAZARDOUS CLASSIFICATION PLAN

GI300 DAMPER SCHEDULE

GI400 HAZARDOUS MATERIAL PLAN

07 - STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES 1 03/22/2024

S-002 GENERAL STRUCTURAL NOTES 1 03/08/2024

S-003 GENERAL STRUCTURAL NOTES

S-004 GENERAL STRUCTURAL NOTES

S-005 GENERAL STRUCTURAL NOTES 2 03/22/2024

S-006 STRUCTURAL ABBREVIATIONS AND SYMBOLS

S-010 TYPICAL DETAILS - CONCRETE SLAB-ON-GRADE

S-011 TYPICAL DETAILS - CONCRETE DETAILS AND SCHEDULES 1 02/23/2024

S-012 TYPICAL PRECAST CONCRETE WALL PANEL ELEVATIONS

S-013 TYPICAL DETAILS - CONCRETE MASONRY

S-014 TYPICAL DETAILS - STEEL

S-015 TYPICAL DETAILS - STEEL

S-020 COMPONENTS AND CLADDING WIND PRESSURE DIAGRAMS

S-021 SNOW LOAD AND DRIFT DIAGRAM

S-100 FOUNDATION PLAN - COMPOSITE

S-101 FOUNDATION PLAN - SECTOR 1

S-102 FOUNDATION PLAN - SECTOR 2

S-103 FOUNDATION PLAN - SECTOR 3

S-110 INTERMEDIATE FRAMING PLAN - COMPOSITE

S-111 INTERMEDIATE FRAMING PLAN - SECTOR 1

S-112 INTERMEDIATE FRAMING PLAN - SECTOR 2

S-113 INTERMEDIATE FRAMING PLAN - SECTOR 3

S-120 ROOF FRAMING PLAN - COMPOSITE

S-121 ROOF FRAMING PLAN - SECTOR 1

S-122 ROOF FRAMING PLAN - SECTOR 2

S-123 ROOF FRAMING PLAN - SECTOR 3

S-200 VERTICAL BRACED FRAME ELEVATIONS

S-201 VERTICAL BRACED FRAME ELEVATIONS

S-202 VERTICAL BRACED FRAME ELEVATIONS

S-203 VERTICAL BRACED FRAME ELEVATIONS

S-204 EXTERIOR WALL FRAMING AND CMU WALL ELEVATIONS

S-205 EXTERIOR WALL FRAMING ELEVATIONS

S-206 EXTERIOR WALL FRAMING ELEVATIONS

S-207 INTERIOR PARTITION WALL FRAMING AND CMU WALL ELEVATIONS

S-400 TEST PIT FOUNDATION PLAN AND SECTIONS 2 03/22/2024

S-500 FOUNDATION SECTIONS AND DETAILS

S-501 FOUNDATION SECTIONS AND DETAILS

S-502 FOUNDATION SECTIONS AND DETAILS 1 02/23/2024

S-503 FOUNDATION SECTIONS AND DETAILS

S-504 FOUNDATION SECTIONS AND DETAILS

S-510 CRANE FRAMING SECTIONS AND DETAILS

S-520 FRAMING SECTIONS AND DETAILS

S-521 FRAMING SECTIONS AND DETAILS

S-522 FRAMING SECTIONS AND DETAILS

S-523 FRAMING SECTIONS AND DETAILS

S-525 STEEL BRACED FRAME CONNECTION DETAILS

S-600 FOUNDATION SCHEDULES AND DETAILS

S-601 FOUNDATION PEDESTAL PLAN DETAILS

S-610 COLUMN BASE PLATE SCHEDULES AND DETAILS

S-900 STRUCTURAL ISOMETRIC VIEWS

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15 - ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

EG110 GROUNDING PLAN

EG120 LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS

EG502 LIGHTNING PROTECTION DETAILS

EG503 LIGHTNING PROTECTION ROOF DETAILS

EP101 POWER PLAN SECTOR 1 1 03/08/2024

EP102 POWER PLAN SECTOR 2 1 03/08/2024

EP103 POWER PLAN SECTOR 3 1 02/23/2024

EP104 POWER PLAN ROOF

EP401 ENLARGED POWER PLANS 1 02/23/2024

EP501 POWER DETAILS

EP502 POWER DETAILS

EP600 MECHANICAL EQUIPMENT CONNECTION SCHEDULE

EL001 LIGHTING LEGEND AND SCHEDULES

EL101 LIGHTING PLAN SECTOR 1

EL102 LIGHTING PLAN SECTOR 2

EL103 LIGHTING PLAN SECTOR 3

EL501 LIGHTING DETAILS

EL502 LIGHTING DETAILS 1 03/08/2024

EL503 LIGHTING DETAILS 2 03/08/2024

EL601 LIGHTING CONTROL DIAGRAM

E-601 MSWBDC ELECTRICAL ONE-LINE

E-602 MSWBDA AND MSWBDB ELECTRICAL ONE-LINE 2 03/22/2024

E-603 SCHEDULES 1 03/08/2024

E-610 PANEL SCHEDULES 2 03/22/2024

E-611 PANEL SCHEDULES

E-612 PANEL SCHEDULES

E-613 PANEL SCHEDULES

E-614 PANEL SCHEDULES

16 - TELECOMMUNICATIONS

T-000 NOTES, SYMBOLS & ABBREVIATIONS

T-100 TELECOM SITE PLAN 1 03/22/2024

T-101 TELECOM ENLARGED SITE PLAN 1 03/22/2024

T-200 TELECOM OVERALL

T-201 TELECOM PATHWAYS PLAN

T-201.11 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 1

T-201.12 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 2

T-201.13 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 3

T-201.31 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 1

T-201.32 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 2

T-201.33 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 3

T-400 ENLARGED TELECOM ROOM PLANS - COMM 101 1 02/23/2024

T-401 ENLARGED SERVER ROOM PLANS - COMM 106

T-402 RACK ELEVATIONS 1 02/23/2024

T-500 TELECOM DETAILS

T-501 TELECOM DETAILS

T-700 TELECOM SCHEDULES

17- SYSTEMS

TI000 SYSTEMS GENERAL NOTES, SYMBOLS & ABBREVIATIONS 1 02/23/2024

TI200 SYSTEMS OVERALL

TI201.1 FIRST FLOOR SYSTEMS PLAN - AREA 1

TI400 ENLARGED CONFERENCE ROOM PLANS

TI502 AV DETAILS

TI503 AV DETAILS

TI601.A AV SINGLE-LINE DIAGRAM - CONFERENCE ROOM 118

TI601.C AV SINGLE-LINE - 101

TI601.E AV SINGLE-LINE DIAGRAM - CONFERENCE ROOM 118

TI700 AV RACK ELEVATIONS 1 02/23/2024

18 - SECURITY

TY000 SECURITY SYMBOLS & ABBREVIATIONS

TY200 SECURITY OVERALL

TY201.1 FIRST FLOOR SECURITY PLAN - AREA 1

TY201.2 FIRST FLOOR SECURITY PLAN - AREA 2

TY201.3 FIRST FLOOR SECURITY PLAN - AREA 3

TY500 DOOR DETAILS

TY501 DOOR DETAILS

TY502 DOOR DETAILS

TY503 DOOR DETAILS

TY605 SECURITY CAMERA MOUNTING DETAILS

Grand total: 127

SHT No SHEET NAME REV DATE

12 - PLUMBING

P-001 LEGEND AND ABBREVATIONS

P-110 PLUMBING PIPING PLAN - FIRST FLOOR - COMPOSITE 1 02/23/2024

P-111 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 1 1 02/23/2024

P-112 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 2

P-113 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 3

P-401 PLUMBING ENLARGED PLAN - BATHROOM GROUP 1 02/23/2024

P-501 PLUMBING DETAILS 1 02/23/2024

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES 1 02/23/2024

P-901 WASTE RISER DIAGRAM - SANITARY, VENT, AND INDUSTRIAL WASTE 1 02/23/2024

P-902 WASTE RISER DIAGRAM - STORM AND CONDENSATE

P-903 DOMESTIC WATER RISER DIAGRAM

14 - MECHANICAL

M-001 LEGEND AND ABBREVIATIONS

MH110 HVAC PLAN - FIRST FLOOR - COMPOSITE

MH111 HVAC PLAN - FIRST FLOOR - SECTOR 1

MH112 HVAC PLAN - FIRST FLOOR - SECTOR 2

MH113 HVAC PLAN - FIRST FLOOR - SECTOR 3

MH120 HVAC PLAN - LOW ROOF AND HIGH BAY COMPOSITE

MH121 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 1

MH122 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 2

MH123 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 3

MH130 HVAC PLAN - HIGH ROOF COMPOSITE

MP110 MECHANICAL PIPING PLAN - LEVEL 1 COMPOSITE

MP111 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 1 3 03/08/2024

MP112 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 2 3 03/08/2024

MP113 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 3 3 03/08/2024

MP120 MECHANICAL PIPING PLAN - ROOF COMPOSITE

M-201 MECHANICAL SECTIONS

M-401 MECHANICAL ENLARGED PLAN - MECHANICAL ROOM

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-506 MECHANICAL DIAGRAMS

M-601 MECHANICAL SCHEDULES 4 03/22/2024

M-602 MECHANICAL SCHEDULES 1 02/23/2024

M-603 MECHANICAL SCHEDULES 1 02/23/2024

M-701 MECHANICAL CONTROLS GENERAL NOTES

M-702 POINT SCHEDULE NOTES INSTRUCTIONS

M-703 DDC SYSTEM ARCHITECTURE

M-704 DDC CONTROLS - COOLING TOWER DIAGRAM AND SEQUENCE

M-705 DDC CONTROLS - COOLING TOWER CONTROL POINTS

M-706 DDC CONTROLS - CHILLED WATER DIAGRAM AND SEQUENCE

M-707 DDC CONTROLS - CHILLED WATER POINTS LIST

M-708 DDC CONTROLS - HEATING HOT WATER SYSTEM DIAGRAM

M-709 DDC CONTROLS - DX DOAS DIAGRAM AND SEQUENCE

M-710 DDC CONTROLS - DOAS POINTS LIST

M-711 DDC CONTROLS - SPLIT SYSTEM CRAC UNITS AND MINI SPLIT

M-712 DDC CONTROLS - MULTIZONE VAV RTU-01

M-713 DDC CONTROLS - VAV TERMINAL UNIT

M-714 DDC CONTROLS - SINGLE ZONE RTU-02, RTU-03, AND RTU-06

M-715 DDC CONTROLS - SINGLE ZONE RTU-04 AND RTU-05

M-716 DDC CONTROLS - SINGLE ZONE AHU POINTS LIST

M-717 DDC CONTROLS - HVLS, ESB, AND METER CONTROLS

M-718 DDC CONTROLS - UNIT HEATER AND VENTILATION

M-719 DDC CONTROLS - DOMESTIC HOT WATER

M-720 DDC CONTROLS - MONITORING SYSTEMS 1 02/23/2024

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A. DESIGN CRITERIA - CONTINUED

4. SNOW LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

SNOW LOAD PARAMETERS

GROUND SNOW LOAD Pg = 25 PSF (UFC 3-301-01, STRUCTURAL LOAD DATA TOOL)

TERRAIN CATEGORY C (ASCE 7, SECTION 26.7.3, EXPOSURE C)

SNOW EXPOSURE FACTOR Ce = 1.0 (ASCE 7, TABLE 7.3.1, PARTIALLY EXPOSED)

SNOW THERMAL FACTOR Ct = 1.0 (ASCE 7, TABLE 7.3.2, ALL STRUCTURES UNO)

SLOPE FACTOR CS = 1.0 (ASCE 7, FIG. 7.4-1, WARM ROOF)

RISK CATEGORY II (UFC 3-301-01, TABLE 2-2)

SNOW IMPORTANCE FACTOR Is = 1.0 (UFC 3-301-01, TABLE 2-2)

FLAT ROOF SNOW LOAD Pf = 17.5 PSF (ASCE 7, SECTION 7.3)

MINIMUM ROOF SNOW LOAD Pm = 20 PSF (ASCE 7, SECTION 7.3.4)

RAIN-ON-SNOW SURCHARGE LOAD 0 PSF (ASCE 7, SECTION 7.10)

SEE “SNOW LOAD AND SNOW DRIFT DIAGRAM” FOR SNOW LOADS, MAXIMUM SNOW DRIFT SURCHARGE LOADS, AND

WIDTHS OF SNOW DRIFTS.

5. WIND LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

WIND LOAD PARAMETERS

RISK CATEGORY II (UFC 3-301-01, TABLE 2-2)

BASIC DESIGN WIND SPEED V = 108 MPH (UFC 3-301-01, STRUCTURAL LOAD DATA TOOL)

ALLOWABLE STRESS DESIGN WIND SPEED Vasd = 84 MPH (IBC 2018, TABLE 1609.3.1)

WIND EXPOSURE CATEGORY C (IBC 2018, SECTION 1609.4)

INTERNAL PRESSURE COEFFICIENT GCpi = +/-0.18 (ASCE 7, TABLE 26.13-1, ENCLOSED BLDG.)

EXTERIOR COMPONENTS AND CLADDING MATERIALS INDICATED ON THE CONTRACT DOCUMENTS TO BE PROVIDED BY THE CONTRACTOR AS A DELEGATED ENGINEERED SYSTEM SHALL BE DESIGNED TO RESIST COMPONENTS AND CLADDING WIND PRESSURES. SEE “COMPONENTS AND CLADDING WIND PRESSURE DIAGRAMS” FOR COMPONENTS

AND CLADDING DESIGN WIND PRESSURES.

6. SEISMIC LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

DESCRIPTION OF THE STRUCTURE AND LATERAL FORCE RESISTING SYSTEM: ALL LATERAL LOAD RESISTANCE AND STABILITY OF THE BUILDING IN THE COMPLETED STRUCTURE IS PROVIDED BY THE STRUCTURAL STEEL MOMENT FRAMES IN THE NORTH-SOUTH DIRECTION AND STRUCTURAL STEEL BRACED FRAMES IN THE EAST-WEST DIRECTION.

CONCRETE SLABS ON COMPOSITE STEEL DECK SERVE AS HORIZONTAL DIAPHRAGMS THAT DISTRIBUTE THE LATERAL WIND AND SEISMIC LOADS HORIZONTALLY TO THE VERTICAL MOMENT FRAMES AND BRACED FRAMES. THE VERTICAL MOMENT FRAMES AND BRACED FRAMES CARRY THE APPLIED LOADS TO THE BUILDING FOUNDATIONS.

SEISMIC DESIGN PARAMETERS

RISK CATEGORY II (UFC 3-301-01, TABLE 2-2)

SEISMIC IMPORTANCE FACTOR IE = 1.0 (UFC 3-301-01, TABLE 2-2)

MAPPED SPECTRAL RESPONSE ACCELERATION AT

SHORT PERIOD

SS = 0.096g

(UFC 3-301-01, STRUCTURAL

LOAD DATA TOOL)

MAPPED SPECTRAL RESPONSE ACCELERATION. AT A

PERIOD OF 1 SECOND

S1 = 0.045g

(UFC 3-301-01, STRUCTURAL

LOAD DATA TOOL)

SITE CLASSIFICATION CLASS D*

(PER GEOTECHNICAL

REPORT)

DESIGN SPECTRAL RESPONSE ACCELERATION AT

SHORT PERIOD

SDS = 0.102g (CALCULATED)

DESIGN SPECTRAL RESPONSE ACCELERATION AT A

PERIOD OF 1 SECOND

SD1 = 0.072g (CALCULATED)

SEISMIC DESIGN CATEGORY B (CALCULATED)

RESPONSE MODIFICATION COEFFICIENT R = 3** (UFC 3-301-01, TABLE 3-1)

SEISMIC RESPONSE COEFFICIENT CS = 0.034 (CALCULATED)

EFFECTIVE SEISMIC WEIGHT W = 4,110 KIPS (ASCE 7, SECTION 12.7.2)

TOTAL SEISMIC DESIGN BASE SHEAR V = 139.7 KIPS (CALCULATED)

OVERSTRENGTH FACTOR =O = 3** (UFC 3-301-01, TABLE 3-1)

DEFLECTION AMPLIFICATION FACTOR Cd = 3** (UFC 3-301-01, TABLE 3-1)

ANALYSIS PROCEDURE USED ELF

(ASCE 7, SECTION 12.6,

EQUIVALENT LATERAL

FORCE PROCEDURE)

* SITE CLASSIFICATION “CLASS D” DETERMINED FROM A SITE-SPECIFIC GEOTECHNICAL INVESTIGATION AND

GEOTECHNICAL REPORT.

** THE BASIC SEISMIC FORCE-RESISTING SYSTEM, IN ACCORDANCE WITH THE “BUILDING CODE” IS A “STEEL SYSTEM

NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE”.

7. RAIN LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

RAIN LOAD DESIGN PARAMETERS

RAIN INTENSITY i = 2.8 IN./HR.

(IBC 2018, FIG. 1611.1, 100

YR)

8. LOAD COMBINATIONS IN ACCORDANCE WITH THE “BUILDING CODE” (IBC 2018, SECTION 1605 AS MODIFIED BY UFC 3-301-01).

9. NO PROVISIONS FOR ANY FUTURE BUILDING EXTENSIONS OR ADDITIONS HAVE BEEN MADE IN THE STRUCTURAL

DESIGN.

10. ANTITERRORISM FORCE PROTECTION (ATFP)

THE BUILDING IS DESIGNED TO MEET THE APPLICABLE ANTITERRORISM FORCE PROTECTION REQUIREMENTS OF UFC 4-010-01. THE BUILDING IS CLASSIFIED AS AN “INHABITED” BUILDING WITHIN A CONTROLLED PERIMETER. THE NEW FACILITY IS LOCATED ON THE SITE TO PROVIDE A 50 FOOT (MINIMUM) SETBACK FROM THE SECURE PERIMETER OF THE INSTALLATION AND A 33 FOOT (MINIMUM) CLEAR ZONE AROUND THE PERIMETER OF THE BUILDING.

A. DESIGN CRITERIA

1. “BUILDING CODE” - “INTERNATIONAL BUILDING CODE 2018” (IBC 2018) AS MODIFIED BY UFC 1-200-01 “DOD BUILDING CODE” (8 OCTOBER 2019, CHANGE 1, 1 OCTOBER 2020) AND UFC 3-301-01 “STRUCTURAL ENGINEERING” (1 OCTOBER 2019) AND SUPPLEMENTED BY ASCE 7 “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES” (2016).

AT/FP CRITERIA — UFC 4-010-01 ?DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGSO (12 DECEMBER 2018, CHANGE 1 19 AUGUST 2020).

2. LIVE LOADS DETERMINED IN ACCORDANCE WITH THE “BUILDING CODE”.

LOCATION

MINIMUM

UNIFORMLY

DISTRIBUTED LIVE

LOAD*

MINIMUM

CONCENTRATED LIVE

LOAD

OFFICE BUILDINGS:

LOBBIES & FIRST FLOOR CORRIDORS 100 PSF 2000 LB.**

OFFICES 50 PSF 2000 LB.**

MECHANICAL EQUIPMENT ROOM (GENERAL) 100 PSF

MECHANICAL EQUIPMENT ROOM (HVAC) 125 PSF

RESTROOMS (LATRINES) 75 PSF

COMMUNICATION ROOMS 150 PSF

TRANSFORMER ROOMS 200 PSF

MAT/SLAB FOUNDATION — SHAKER ROOM 500 PSF

MAT/SLAB FOUNDATION — PUMP ROOM 250 PSF

PARTITION ALLOWANCE 15 PSF*

ROOFS (MINIMUM, SUBJECT TO MAINTENANCE WORKERS) 20 PSF 300 LB.**

FORKLIFT ALLOWANCE (10,000 LB CAPACITY) 33000 LB AXLE

* PARTITION ALLOWANCE UNIFORMLY DISTRIBUTED LIVE LOAD IS ADDITIVE TO SPECIFIED UNIFORMLY DISTRIBUTED LIVE LOADS APPLICABLE TO FLOORS UNLESS THE MINIMUM SPECIFIED UNIFORMLY DISTRIBUTED LIVE LOAD IS 80 PSF

OR GREATER.

** UNLESS OTHERWISE SPECIFIED, THE INDICATED MINIMUM CONCENTRATED LIVE LOADS ASSUMED TO BE UNIFORMLY DISTRIBUTED OVER AN AREA OF 2.5 FEET BY 2.5 FEET AND LOCATED SO AS TO PRODUCE THE MAXIMUM LOAD EFFECTS IN THE STRUCTURAL MEMBERS. THE 300 LB. MINIMUM CONCENTRATED LIVE LOAD ON STAIR TREADS

APPLIED ON AN AREA OF 2 INCHES BY 2 INCHES.

THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD FOR ROOFS HAVE NOT BEEN REDUCED IN ACCORDANCE WITH

THE “BUILDING CODE” (IBC 2018, SECTION 1607.13.2).

3. CRANE LOADS:

A. THE BUILDING STRUCTURE CRANE SUPPORTS ARE BASED ON THE MAXIMUM LOADS INDICATED BELOW. THE CONTRACTOR SHALL COORDINATE AND DETERMINE THE ACTUAL LOADS FOR THE SELECTED CRANE WITH THE CRANE MANUFACTURER. THE CONTRACTING OFFICER AND THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED IF THE ACTUAL LOADS FOR THE SELECTED CRANE EXCEED THE MAXIMUM LOADS INDICATED BELOW.

SEE SPECIFICATION 41 22 13.14 FOR ADDITIONAL CRANE INFORMATION AND REQUIREMENTS.

B. DESIGN LOADS FOR THE 20-TON (MAXIMUM RATED LOAD CAPACITY) TOP RUNNING DOUBLE BOX GIRDER BRIDGE CRANES (REMOTE OPERATED, CMAA 70 SERVICE CLASSIFICATION D) IN THE HIGH BAY / TOOL ROOM:

MAXIMUM TOTAL WEIGHT OF BRIDGE CRANE, END TRUCKS, AND TROLLEY = 31,428 LBS.

MAXIMUM WHEEL LOAD (WITHOUT IMPACT FACTOR) = 29,000 LBS (2 WHEELS EACH END TRUCK)

MAXIMUM TOTAL REACTION AT ONE END OF BRIDGE CRANE GIRDER DUE TO THE BRIDGE CRANE GIRDER, END

TRUCKS, TROLLEY, AND LOAD (WITHOUT IMPACT FACTOR) = 58,000 LBS.

END TRUCK LENGTH = 15’-4N, END TRUCK WHEELBASE (SPACING) = 13’-1N

BUILDING STRUCTURE IN THE HIGH BAY / TOOL ROOM AREA DESIGNED FOR TWO 20-TON BRIDGE CRANES (END

TRUCK TO END TRUCK) MOVING IN TANDUM IN ANY SINGLE FRAMING BAY.

C. DESIGN LOADS FOR THE SINGLE 10-TON (MAXIMUM RATED LOAD CAPACITY) TOP RUNNING DOUBLE GIRDER BRIDGE CRANE (REMOTE OPERATED, CMAA 70 SERVICE CLASSIFICATION C) IN THE SHAKER ROOM:

MAXIMUM TOTAL WEIGHT OF BRIDGE CRANE, END TRUCKS, AND TROLLEY = 9,876 LBS.

MAXIMUM WHEEL LOAD (WITHOUT IMPACT FACTOR) = 12,800 LBS (2 WHEELS EACH END TRUCK)

MAXIMUM TOTAL REACTION AT ONE END OF BRIDGE CRANE GIRDER DUE TO THE BRIDGE CRANE GIRDER, END

TRUCKS, TROLLEY, AND LOAD (WITHOUT IMPACT FACTOR) = 25,600 LBS.

END TRUCK LENGTH = 9'-7", END TRUCK WHEELBASE (SPACING) = 8’-2N

D. DESIGN LOADS FOR THE SINGLE 7.5-TON (MAXIMUM RATED LOAD CAPACITY) TOP RUNNING DOUBLE GIRDER BRIDGE CRANE (REMOTE OPERATED, CMAA 70 SERVICE CLASSIFICATION C) IN THE PUMP ROOM:

MAXIMUM TOTAL WEIGHT OF BRIDGE CRANE, END TRUCKS, AND TROLLEY = 8,548 LBS.

MAXIMUM WHEEL LOAD (WITHOUT IMPACT FACTOR) = 9,900 LBS (2 WHEELS EACH END TRUCK)

MAXIMUM TOTAL REACTION AT ONE END OF BRIDGE CRANE GIRDER DUE TO THE BRIDGE CRANE GIRDER, END

TRUCKS, TROLLEY, AND LOAD (WITHOUT IMPACT FACTOR) = 19,800 LBS.

END TRUCK LENGTH = 9'-6", END TRUCK WHEELBASE (SPACING) = 8’-2N

E. CONTRACTOR SHALL COORDINATE ALL CRANE ACCESSORIES TO INCLUDE, BUT NOT LIMITED TO, OPERATOR CONTROLS, CRANE STOPS AND ANTI-COLLISION COMPONENTS WITH THE CONTRACTING OFFICER / END USER.

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B. SOIL PREPARATION AND FOUNDATIONS

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE FINAL GEOTECHNICAL INVESTIGATION REPORT PREPARED FOR THIS PROJECT BY TESTING ENGINEERS & CONSULTANTS, INC., DATED MARCH 20, 2023 (TEC REPORT: 62517Rev1).

A. THE CONTRACTOR MAY NOT RELY UPON NON-TECHNICAL DATA, OPINIONS, OR INTERPRETATIONS FOUND IN THE GEOTECHNICAL REPORT IDENTIFIED ABOVE NOR UPON THE COMPLETENESS THEREOF FOR CONTRACTOR’S PURPOSES. COPIES OF THE AFOREMENTIONED GEOTECHNICAL REPORT ARE NOT INCLUDED WITH THE BIDDING DOCUMENTS. THE GEOTECHNICAL REPORT IS NOT PART OF THE CONTRACT DOCUMENTS, BUT THE TECHNICAL DATA CONTAINED THEREIN UPON WHICH THE CONTRACTOR IS ENTITLED TO RELY IS INCORPORATED INTO THE

CONTRACT DOCUMENTS.

2. ALL EXCAVATION, FILL, COMPACTION, AND GRADING OF THE SITE SHALL COMPLY WITH THE MORE STRINGENT RESTRICTIONS OF THE CONTRACT DOCUMENT DRAWINGS AND SPECIFICATIONS, THE BUILDING CODE, EM 385-1-1, AND OSHA REQUIREMENTS. ALL EXISTING FILL SHALL BE REMOVED AND REPLACED PRIOR TO BEGINNING

FOUNDATION CONSTRUCTION.

3. SOIL SUPPORTED SPREAD FOOTING AND MAT FOUNDATIONS -

A. DESIGN ALLOWABLE BEARING PRESSURE (NET) IS 3000 PSF FOR SPREAD FOOTING SHALLOW FOUNDATIONS BEARING ON COMPACTED NATIVE SOILS OR APPROVED ENGINEERED FILL MATERIAL. THE DESIGN MODULUS OF SUBGRADE REACTION (k) IS 40 PCI FOR SPREAD FOOTING SHALLOW FOUNDATIONS BEARING ON COMPACTED SILTY CLAY NATIVE SOILS OR APPROVED ENGINEERED FILL MATERIAL OVER FIRM NATIVE SILTY CLAY. BEARING MATERIALS SHALL BE VERIFIED AND APPROVED BY THE CONTRACTOR’S QUALIFIED LICENSED GEOTECHNICAL

ENGINEER AND THE CONTRACTING OFFICER.

B. DESIGN ALLOWABLE BEARING PRESSURE (NET) IS 1000 PSF FOR MAT FOUNDATIONS BEARING ON COMPACTED NATIVE STIFF CLAY SOILS OR APPROVED ENGINEERED FILL MATERIAL. IF ANY FILL IS ENCOUNTERED AT THE SEISMIC REACTION MASS MAT FOUNDATION (SUPPORTING THE T-BED FLOOR SYSTEM) SUBGRADE LEVEL IT SHOULD BE REMOVED AND REPLACED WITH MDOT 21AA AGGREGATE. THE DESIGN MODULUS OF SUBGRADE REACTION (k) IS 40 PCI FOR MAT FOUNDATIONS BEARING ON COMPACTED STIFF CLAY NATIVE SOILS OR APPROVED ENGINEERED FILL MATERIAL. BEARING MATERIALS SHALL BE VERIFIED AND APPROVED BY THE CONTRACTOR’S QUALIFIED LICENSED GEOTECHNICAL ENGINEER AND THE CONTRACTING OFFICER.

C. CAST-IN-PLACE CONCRETE ISOLATED SPREAD FOOTINGS AND CONTINUOUS FOOTING FOUNDATIONS SUPPORTING THE BUILDING STRUCTURE MAY BE EARTH FORMED. CAST-IN-PLACE CONCRETE STEM WALLS, PEDESTALS, WALLS, SEISMIC REACTION MASS MAT FOUNDATION, AND MAT/SLAB FOUNDATIONS SHALL HAVE

FORMED SIDES.

D. FOUNDATION REINFORCING SHALL BE SUPPORTED FROM ABOVE OR FROM BELOW WITH 3 INCH BAR SUPPORTS

AT 4 FEET ON CENTER (MAX.) WHILE DEPOSITING CONCRETE IN FORMS.

E. MOISTURE CONTENT AND COMPACTION IN FOUNDATION EXCAVATIONS SHALL BE MAINTAINED UNTIL FOUNDATIONS ARE PLACED. FOUNDATIONS SHALL BE POURED AS SOON AS PRACTICAL AFTER EXCAVATIONS

ARE COMPLETED.

4. THE DESIGN MODULUS OF SUBGRADE REACTION (k) IS 100 PCI FOR BUILDING CONCRETE SLABS-ON-GRADE BEARING

ON COMPACTED SUBGRADE SOILS.

5. DO NOT BACKFILL AGAINST BUILDING FOUNDATION AND RETAINING WALLS UNTIL THE RESTRAINING CONCRETE SLABS ARE IN PLACE AND HAVE ATTAINED SPECIFIED 28-DAY COMPRESSIVE STRENGTH OR ADEQUATE BRACING ARE IN PLACE. ALL BACKFILL SHALL BE PLACED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS.

6. DO NOT BACKFILL AGAINST CONCRETE CANTILEVER RETAINING WALLS UNTIL THE CONCRETE HAS ATTAINED ITS SPECIFIED 28-DAY COMPRESSIVE STRENGTH (f’c). ALL BACKFILL SHALL BE PLACED AND COMPACTED IN

ACCORDANCE WITH THE SPECIFICATIONS.

7. EXTERIOR CONCRETE SLABS-ON-GRADE AND STOOPS SHALL SLOPE AWAY FROM THE STRUCTURE A MINIMUM OF 1/4

INCH PER FOOT UNLESS NOTED OTHERWISE.

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L. T-BED FLOOR SYSTEM

1. THE BI-DIRECTIONAL T-BED FLOOR SYSTEM INDICATED ON THE CONTRACT DOCUMENTS SHALL

BE PROVIDED BY THE CONTRACTOR AS A DELEGATED ENGINEERED SYSTEM. THE DELEGATED

ENGINEERED SYSTEM SHALL BE DESIGNED AND DETAILED BY THE CONTRACTOR’S QUALIFIED

DELEGATED ENGINEER. THE QUALIFIED DELEGATED ENGINEER SHALL HAVE A MINIMUM OF FIVE

YEARS PREVIOUS EXPERIENCE IN THE DESIGN AND DETAILING OF THE TYPE OF DELEGATED

ENGINEERED SYSTEM INDICATED ON THE CONTRACT DOCUMENTS AND SHALL BE A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.

THE QUALIFIED DELEGATED ENGINEER SHALL PREPARE AND SUBMIT SIGNED AND SEALED SHOP

DRAWINGS AND CALCULATIONS FOR THE DELEGATED ENGINEERED SYSTEM. ALL SUBMITTALS

FROM THE QUALIFIED DELEGATED ENGINEER MUST BE APPROVED BY THE STRUCTURAL

ENGINEER OF RECORD PRIOR TO THE START OF FABRICATION OF THE SYSTEM OR COMPONENT

PART AND PRIOR TO ANY FIELD CONSTRUCTION THAT MAY BE AFFECTED BY THE SYSTEM OR

COMPONENT PART. REFER TO SPECIFICATION 03 30 00, CAST-IN-PLACE CONCRETE, FOR

ADDITIONAL SUBMITTAL REQUIREMENTS.

2. THE T-BED FLOOR SYSTEM MANUFACTURER SHALL COORDINATE THE DESIGN OF THE T-BED

FLOOR SYSTEM AND THE ANCHORAGE OF THE SYSTEM WITH THE SEISMIC REACTION MASS MAT

FOUNDATION REINFORCING STEEL AND GVCS SELECTED EQUIPMENT REQUIREMENTS. THE SIZE

OF THE SEISMIC REACTION MASS MAT FOUNDATION WAS PROVIDED BY THE GOVERNMENT TO

BE 121-’4” LONG X 50’-0” WIDE X 7’-3” THICK BELOW THE T-BED FLOOR SYSTEM. THE SEISMIC

REACTION MASS MAT FOUNDATION WILL BE PLACED OVER A 3” THICK CONCRETE MUD SLAB.

REFER TO THE FOUNDATION PLANS AND SHEET S-600 FOR ADDITIONAL INFORMATION AND

REQUIREMENTS. THE T-BED FLOOR SYSTEM SHALL BE A MINIMUM OF 10 INCHES DEEP WITH A 1”

THICKNESS OF NON-SHRINK NON-METALLIC HIGH STRENGTH GROUT BELOW FOR A TOTAL

MINIMUM THICKNESS OF 11” FOR THE T-BED FLOOR SYSTEM.

3. THE T-BED FLOOR SYSTEM MANUFACTURER SHALL DESIGN AND INSTALL THE T-BED FLOOR

SYSTEM AND ANCHORAGE TO THE SEISMIC REACTION MASS MAT FOUNDATION. THE T-BED

FLOOR SYSTEM SHALL BE FABRICATED USING CAST IRON IN ACCORDANCE WITH ASTM A48‐76

CLASS 35. THE T-BED FLOOR SYSTEM SHALL HAVE MACHINED BI-DIRECTIONAL T‐ SLOTS

SPACED AT 12.00000 INCHES ON CENTER EACH DIRECTION. THE TOP OF THE T-BED FLOOR

SYSTEM PLATE SHALL BE MACHINED TO A 63 MICRO‐ FINISH WITH A FLATNESS OF +/- 0.005”.

THE SIDES AND ENDS OF THE T-BED FLOOR SYSTEM PLATES AND SHALL BE MACHINED TO A 125

MICRO‐ FINISH. THE T‐ SLOTS SHALL BE MACHINED FROM THE SOLID CAST IRON PLATE. THE T‐

SLOTS FOR THE PLATES SHALL BE 1.06250 INCH MACHINED T‐ SLOTS (THROAT WIDTH: 1.06250 INCH, THROAT DEPTH: 1.25000 INCH, WELL WIDTH: 2.25000 INCH, WELL DEPTH: 1.00”) RUNNING LONGITUDINALLY AND LATERALLY AT 12.00000 INCHES ON CENTER EACH WAY STARTING 6" IN

FROM THE EDGE OF EACH PLATE. A DRAIN ARRANGEMENT SHALL BE PROVIDED FOR EACH T-

BED FLOOR SYSTEM PLATE.

4. THE T-BED FLOOR SYSTEM PLATES SHALL BE PROVIDED WITH A LEVELING AND ANCHORAGE

SYSTEM. EACH T-BED FLOOR SYSTEM PLATE SHALL HAVE ADEQUATE ANCHORING AND

LEVELING POINTS THAT ARE SYMMETRICALLY DISTRIBUTED. THERE SHALL BE MINIMUM OF 864 LEVELING -ANCHOR BOLTS FOR THE T-BED FLOOR SYSTEM. THE ANCHOR BOLTS SHALL BE CAST

IN THE SEISMIC REACTION MASS MAT FOUNDATION AND LOCATED USING TEMPLATES TO

ENSURE THE ANCHOR BOLT ASSEMBLIES ARE PLUMB OVER THE LENGTH OF ANCHOR BOLT AND

SUPPORTING ANCHOR CAN. THE ANCHOR BOLT/CAN ASSEMBLIES SHALL MEET THE T-BED

FLOOR SYSTEM MANUFACTURER’S TOLERANCES. EACH ANCHOR BOLT POCKET IN THE T-BED

FLOOR SYSTEM SHALL BE MACHINED TO ACCEPT A FLUSH MOUNTED COVER SUPPLIED BY THE

T-BED FLOOR SYSTEM MANUFACTURER. THE LEVELING AND ANCHORAGE SYSTEM SHALL

ALLOW CO-AXIAL LEVELING AND ANCHORING AND SHALL ELIMINATE THE POSSIBILITY FOR THE

BUILDING UP OF RESIDUAL STRESSES WITHIN THE T-BED FLOOR SYSTEM PLATES DURING

INSTALLATION AND ANCHORING TO ENSURE THE INSTALLED SYSTEM IS FUNCTIONAL AND

STABLE WITH A RELIABLE PLATE SURFACE. THE ANCHOR BOLTS FOR THE T-BED FLOOR SYSTEM

PLATES SHALL BE HEAVY DUTY ADJUSTABLE ANCHORS DESIGNED BY THE T-BED FLOOR

SYSTEM MANUFACTURER FOR A POST TENSIONING APPLICATION AND SHALL INCLUDE POST

TENSION LOAD SPACERS. THE EMBEDMENT LENGTH INTO THE SEISMIC REACTION MASS MAT

FOUNDATION FOR THE T-BED FLOOR SYSTEM PLATE ANCHOR BOLTS SHALL BE A MINIMUM OF

36”. THE T-BED FLOOR SYSTEM MANUFACTURER SHALL DESIGN THE ANCHORAGE SYSTEM WITH

A LONGER EMBEDMENT DEPTH IF NEEDED BY THEIR DESIGN CALCULATIONS. STEEL TEMPLATES

WITH BRACING SHALL BE PROVIDED FOR INSTALLATION TO LOCATE THE ANCHOR BOLTS WITHIN

THE REQUIRED TOLERANCES AND MAINTAIN TOLERANCES DURING CONCRETE PLACEMENT,

FINISHING AND CURING OPERATIONS. THE ANCHOR BOLT LOCATIONS SHALL BE COORDINATED

WITH THE SEISMIC REACTION MASS MAT FOUNDATION REINFORCING STEEL. THE LOCATION OF

THE REINFORCING STEEL MAY BE ADJUSTED SLIGHTLY TO ELIMINATE CONFLICTS WITH ANCHOR

BOLTS IF THE MAXIMUM SPACING FOR THE REINFORCING STEEL IS MAINTAINED AND THE

ADJUSTMENTS ARE SHOWN ON THE CONCRETE REINFORCING SHOP DRAWING SUBMITTALS.

5. THE T-BED FLOOR SYSTEM, ANCHORS AND GROUT SHALL BE INSTALLED BY THE T-BED FLOOR

SYSTEM MANUFACTURER. THE SETTING AND HANDLING OF THE T-BED FLOOR SYSTEM PLATES

SHALL ENSURE NO PERMANENT DISTORTION, BREAKING OR CRACKING OF THE PLATES. T-BED

FLOOR SYSTEM PLATE INSTALLATION SHALL MAINTAIN A CONSISTENT OVERALL SURFACE

FLATNESS FOR THE PLATES.

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