Attachment 2 A Drawings.pdf

US Army Corps of Engineers Huntsville District

CONSTRUCTION SPECIFICATIONS AND DESIGN CRITERIA

VOLUME 2 OF 2 - APPENDICES

BLDG 260 – STEAM PLANT UPGRADE

HILL AFB, UTAH

REQUEST FOR PROPOSAL. W9123822R0007

CONTRACT NO. xxxxxxx

DATE: 24 SEPTEMBER 2021 - DB RFP

Steam Plant Upgrade – Hill AFB, Utah Bldg. 260

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 11/20 GENERAL REQUIREMENTS

01 10 10 07/21 DESIGN CRITERIA

01 11 00 08/15 SUMMARY OF WORK

01 14 00 11/11, CHG 11:11/20 WORK RESTRICTIONS

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 32 00 06/21 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 16.00 10 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 35 26 11/19 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

00.15

10 11/16, 11/20

CHG 2: 08/19 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

SPECIAL INSPECTIONS

01 57 20 02/21 ENVIRONMENTAL PROTECTION

02/19, 05/19

CHG 1: 08/20 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 1: 11/20 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 05/19, CHG 2: 08/20 TOTAL BUILDING COMMISSIONING

VOLUME 2 OF 2

APPENDIX A – 35% RFP DRAWINGS

APPENDIX B – BASE FACILITY DESIGN STANDARDS

APPENDIX C – INDUSTRIAL SAFETY REQUIREMENTS

APPENDIX D – HAFB Arc STANDARDS

APPENDIX E - EXISTING FACILITY PHOTOGRAPHS

APPENDIX F – LIMITED ASBESTOS INSPECTION REPORT – BLDG 260 (2019)

APPENDIX G – UNDERGROUND STORAGE TANKS(USTs)SUBSURFACE REPORT-BLDG 260

APPENDIX H – PROPOSED BOILER CUTSHEETS

APPENDIX I - HILL AFB-REPAIR BOILERS-FINAL FEASIBILITY REPORT 09-16-19

APPENDIX J – AS-BUILTS (TO BE PROVIDED ELECTRONICALLY BY USACE)

-- End of Project Table of Contents --

Steam Plant Upgrade - Hill AFB, Utah Bldg. 260

THIS PAGE LEFT INTENTIONALLY BLANK.

APPENDIX A

35% RFP DRAWINGS -BLDG 260

PROJECT LOCATION

S. Weber

Uintah

E.

N

E. Layton

C h u rc h

S t.

E. Ge ntile

St.

Arsenal

Antelope Dr.

Clearfield

Clinton Sunset

23215

HILL AFB

Roy

Washington Terrace

Riverdale 28 89

SOUTH GATE

WEST GATE

CONTRACTING

6038 ASPEN AVE

BLDG. 1289

NE

ROY

GATE

CIVIL ENGR

5713 LAHM LANE

BLDG 593 N

FIRE

DEPARTMENT

BLDG. 9

5 4

2 1

US Army Corps of Engineers ®

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ISSUE DATE:

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SACRAMENTO DISTRICT

W912DY21F0241

W912DY18D0016

SEPTEMBER 24, 2021

BLDG 260 - STEAM PLANT UPGRADE

HILL AFB, UT

DRAFT RFP - NOT FOR CONSTRUCTION

BLDG 260

TN

TN

SHEET LIST

SHEET NO. SHEET NAME

GENERAL

G-001 COVER SHEET AND SHEET INDEX

G-002 GENERAL NOTES, ABBREVIATIONS

GI001 LIFE SAFETY LEGEND AND GENERAL NOTES

GI101 FIRST LEVEL LIFE SAFETY PLAN

GI102 SECOND LEVEL LIFE SAFETY PLAN

CIVIL

C-001 LEGEND, ABBREVIATION AND NOTES

C-100 EXISTING CONDITION AND DEMOLITION PLAN

CS100 SITE PLAN OPTION 1

CS101 SITE PLAN OPTION 2

CS102 SITE PLAN OPTION 3

CU100 UTILITY PLAN

ARCHITECTURAL

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 ROOF DEMOLITION PLAN

A-101 FIRST FLOOR PLAN

A-102 ROOF PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

FIRE PROTECTION

FA001 FIRE ALARM LEGEND

FA100 FIRE ALARM DEMOLITION PLAN

FA101 FIRST LEVEL FIRE ALARM PLAN

FA102 SECOND LEVEL FIRE ALARM PLAN

PLUMBING

PD101 PLUMBING DEMOLITION PLAN

P-101 PLUMBING PLAN

MECHANICAL

MD100 MECHANICAL DEMOLITION PLAN

M-100 MECHANICAL NEW WORK PLAN

ELECTRICAL

E-001 ELECTRICAL LEGEND NOTES AND ABBREVIATIONS

ED101 POWER DEMOLITION PLAN

E-101 POWER PLAN

E-401 ENLARGED ELECTRICAL AREA

E-601 ONE-LINE DIAGRAMS - EXISTING

E-602 ONE-LINE DIAGRAMS - DEMOLITION

E-603 ONE-LINE DIAGRAMS - NEW WORK

Zaneta.Woods Snapshot

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

SHEET NUMBER WITHIN SERIES

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

PLAN NORTH

1. REFER TO CIVIL DRAWINGS FOR ALL CIVIL/SITE WORK ASSOCIATED WITH THIS TASK.

2. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL WORK ASSOCIATED WITH THIS TASK.

3. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING WORK ASSOCIATED WITH THIS TASK.

4. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL WORK ASSOCIATED WITH THIS TASK.

5. REFER TO FIRE PROTECTION DRAWINGS FOR ALL FIRE ALARM WORK ASSOCIATED WITH THIS TASK.

6. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAIRED TO MATCH PRE-EXISTING CONDITIONS.

7. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME DAMAGED DURING EXECUTION OF THE WORK

SHALL BE REPAINTED AND REPAIRED TO THE FULL EXTENT OF DAMAGED COMPONENTS TO MATCH

EXISTING ADJACENT SURFACES.

8. A BID OPTION IS INCLUDED IN THIS RFP FOR A TOTAL NEW BUILT UP ROOF REPLACEMENT THAT

MEETS BASE FACILITY DESIGN STANDARDS, UFC 3-110-03 AND UFC 3-330-02A. THIS ROOF

REPLACEMENT INCLUDES BUT NOT LIMITED TO REMOVING THE EXISTING BUILT UP ROOF SYSTEM

INCLUDING, INSULATION, SUBSTRATE, PARAPET FLASHING, EQUIPMENT CURBS AND FLASHING

DOWN TO THE EXPOSED CONCRETE / ROOF DECK AND PREPARE FOR NEW BUILT UP INSULATED

ROOFING SYSTEM INCLUDING ALL ROOFING ACCESSORIES, PARAPET FLASHING AND COPING, NEW

EQUIPMENT CURBS AND FLASHING, NEW PREMANUFACTURED MEMBRANE BOOTS FOR PIPING,

NEW DRAIN BODIES AND INCORPORATE ROOF ANCHOR POINTS FOR HORIZONTAL LIFELINE FOR

ENTIRE ROOF COVERAGE. FALL PROTECTION SYSTEMS SHALL COMPLY WITH APPLICABLE AFI,

OSHA, AND ANSI RULES AND REGULATIONS. APPLICABLE STANDARDS INCLUDE, BUT ARE NOT

LIMITED TO; AFI 91-203, OSHA 29 CFR 1910, ANSI Z359.1-2007 AND ANSI Z359.2-2007.

B1 EQUIPMENT TAG

US Army Corps of Engineers ®

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APPLICABLE CODES

1. 2021 EDITION OF THE INTERNATIONAL BUILDING CODE

2. NFPA 1, UNIFORM FIRE CODE - 2021 EDITION

3. NFPA 70, NATIONAL ELECTRIC CODE - 2020 EDITION

4. NFPA 72, NATIONAL FIRE ALARM CODE - 2019 EDITION

5. NFPA 101, LIFE SAFETY CODE - 2021 EDITION

6. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 6 - 05-06-2021

7. UFC 04-021-01, MASS NOTIFICATION SYSTEMS, WITH CHANGE 1 - 01-01-20

OCCUPANCY CLASSIFICATION (NFPA 101)

1. INDUSTRIAL OCCUPANCY

MEANS OF EGRESS (NFPA 101)

1. EGRESS COMPONENTS

1.1 DOORS

1.1.1. DOORS ARE TO BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS, IF PROVIDED, ARE NOT TO REQUIRE THE USE OF A KEY, A TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE

(SECTION 7.2.1.5.1/7.2.1.5.3)

1.1.2. THE PANIC HARDWARE OR FIRE EXIT HARDWARE IS TO CONSIST OF CROSS BARS OR PUSH PADS LOCATED NOT LESS THAN 34 INCHES OR MORE THAN 48 INCHES ABOVE THE FLOOR. THE ACTUATING PORTION OF THE CROSS BAR OR PUSH PADS IS NOT TO EXTEND

ACROSS LESS THAN ONE-HALF THE WIDTH OF THE DOOR LEAF (SECTION 7.2.1.7.1)

2. MARKING OF MEANS OF EGRESS

2.1. SIGNAGE

2.1.1. EXITS SHALL BE MARKED BY AN APPROVED SIGN READILY VISIBLE FROM ANY DIRECTION OF EXIT ACCESS (SECTION 7.10.1.2)

2.1.2. A DIRECTIONAL SIGN READING "EXIT" WITH A DIRECTIONAL INDICATOR SHOWING THE DIRECTION OF TRAVEL SHALL BE PLACED IN EVERY LOCATION WHERE THE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT (SECTION 7.10.2/SECTION 7.10.3.1)

2.2. ILLUMINATION

2.2.1. EVERY EXIT SIGN SHALL BE ILLUMINATED AT ALL TIMES. THE ILLUMINATION SHALL BE FOR 90 MINUTES IN THE CASE OF PRIMARY

POWER LOSS (SECTION 7.8.1.2/SECTION 7.9.2.1)

2.2.2. EXIT SIGNS THAT ARE EXTERNALLY ILLUMINATED SHALL HAVE AN INTENSITY NOT LESS THAN 54 LUX (SECTION 7.10.6.3)

3. EMERGENCY POWER AND LIGHTING

3.1. EMERGENCY LIGHTING

3.1.1. EMERGENCY LIGHTING REQUIRED FOR EXIT ACCESS, EXITS AND EXIT DISCHARGE AT ALL TIMES THAT THE BUILDING IS OCCUPIED

(SECTION 7.8.1.2)

3.1.2. EMERGENCY ILLUMINATION IS REQUIRED TO BE AS FOLLOWS:

3.1.2.1 REQUIRED ILLUMINATION SHALL BE ARRANGED SO THAT INITIAL ILLUMINATION IS AT LEAST AN AVERAGE OF 1 FTCANDLE AND A

MINIMUM AT ANY POINT OF 0.1 FT-CANDLE (SECTION 7.9.2.1)

3.1.2.2. A DECLINE TO 0.6 FT-CANDLE AVERAGE ILLUMINATION AT THE FLOOR WITH A MINIMUM 0.06 FT-CANDLE AT ANY POINT IS

PERMITTED AT THE END OF THE EMERGENCY LIGHTING TIME DURATION (SECTION 7.9.2.1)

3.1.2.3. A MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40:1 SHALL NOT BE EXCEEDED (SECTION 7.9.2.1)

4. OCCUPANT LOAD

4.1. INDUSTRIAL:

100 SQ. FT PER OCCUPANT (TABLE 7.3.1.2)

TOTAL: 119 OCCUPANTS

5. CAPACITY OF MEANS OF EGRESS

5.1. EGRESS WIDTH REQUIRED PER PERSON

5.1.1. LEVEL EGRESS TRAVEL: 0.2 INCHES/PERSON

5.1.2. PROVIDED WIDTH: 0.2 INCHES/PERSON

6. TRAVEL DISTANCE

6.1. MAXIMUM TRAVEL DISTANCE

6.1.1. INDUSTRIAL OCCUPANCY: 200 FT (TABLE 40.2.6.1)

ACTUAL: 173 FT 2 IN

6.2. MAXIMUM COMMON PATH OF TRAVEL

6.2.1. INDUSTRIAL OCCUPANCY: 50 FEET (TABLE 40.2.5.1)

ACTUAL: 36 FT 9 IN

6.3. MAXIMUM DEAD END CORRIDOR

6.2.1. INDUSTRIAL OCCUPANCY: 50 FEET (TABLE 40.2.5.1)

7. NUMBER AND ARRANGEMENT OF MEANS OF EGRESS, INCLUDING EXIT DISCHARGE

7.1. NUMBER OF EXITS REQUIRED

7.1.1. SINGLE EXIT FROM ROOMS AND AREAS WITH LIMITED OCCUPANT LOAD AND HAVING COMMON PATH OF TRAVEL WITHIN THE

ALLOWABLE LIMITS (SECTION 7.4.1.1)

7.1.2. SEE LIFE SAFETY FLOOR PLANS FOR SPECIFIC LOCATIONS OF EXITS.

7.2. EXIT DISCHARGE

7.2.2. THE EXIT DISCHARGE SHALL PROVIDE DIRECT AND UNOBSTRUCTED ACCESS TO A PUBLIC WAY (SECTION 7.7.3).

ACTUAL HEIGHT AND AREA VS. ALLOWABLE HEIGHT AND AREA (EXISTING TYPE IIB CONSTRUCTION)

1. BUILDING HEIGHT

1.1. ALLOWABLE HEIGHT: 55 FEET (IBC TABLE 504.3)

1.2. ACTUAL HEIGHT: 24 FEET

1.3. ALLOWABLE NUMBER OF STORIES: 4 STORIES (IBC TABLE 504.3)

1.4. ACTUAL NUMBER OF STORIES: 1 STORY

2. BUILDING AREA

2.1 ALLOWABLE BUILDING AREA: TYPE IIB: 23,000 SQUARE FEET (IBC 506.2)

2.2 ACTUAL BUILDING AREA - 11,860 SQUARE FEET

FIRE SUPPRESSION REQUIREMENTS

FIRE SUPPRESSION IS NOT REQUIRED PER UFC 3-600-01 9-7.2.1 AND IBC 903.2.4.

FIRE ALARM REQUIREMENTS

FIRE ALARM SYSTEM NOT REQUIRED PER UFC 3-600-01 AND IBC.

COMBINED FIRE ALARM MASS NOTIFICATION SYSTEM PROVIDED PER UFC 3-600-01 9-18.1.2.1.

CARBON MONOXIDE DETECTION REQUIRED PER UFC 3-600-01 9-19.1.1.

LIFE SAFETY GENERAL NOTES LIFE SAFETY LEGEND

1 2 3 4 5 6 7 8 10 11

I

H

G

FG

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A

GENERATOR AND

ELECTRICAL

ROOM

101A

INSTRUMENT

REPAIR ROOM

BOILER ROOM

OFFICE/

CONTROL ROOM

PUMP ROOM

101B

JANITORS

MEN'S

RESTROOM

WOMEN'S

RESTROOM

ACTUAL TD: 59 FT 6 IN

ALLOWABLE TD: 200 FT

ACTUAL CPT: 36 FT 9 IN

ALLOWABLE CPT: 50 FT

ACTUAL TD: 173 FT 2 IN

ALLOWABLE TD: 200 FT

ACTUAL TD: 117 FT 7 IN

ALLOWABLE TD: 200 FT

15 14

ACTUAL TD: 83 FT 3 IN

ALLOWABLE TD: 200 FT

OCCUPANT LOAD

ROOM NAME USE SQ. FT PER PERSON AREA (SQ. FT) OCCUPANT LOAD

GENERATOR AND

ELECTRICAL ROOM

BOILER ROOM

BUSINESS AREAS

INDUSTRIAL

INDUSTRIAL

BUSINESS

EGRESS CAPACITY

EXIT WIDTH

(INCHES)

CAPACITY FACTOR

(WIDTH/PERSON)

EGRESS CAPACITY

(PERSONS)

DOOR 1

DOOR 2

0.2

0.2

EGRESS CAPACITY: 1470 PERSONS

TOTAL OCCUPANTS: 112 OCCUPANTS

BOILER ROOM INDUSTRIAL 100 608 7 DOOR 8 72 0.2 360

DOOR 14

DOOR 15

0.2

0.2

US Army Corps of Engineers ®

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SCADA

SF

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TYPICAL

TRAVERSE CONTROL POINT

TELECOMMUNICATIONS LINE

TERRA COTTA

STEAM MANHOLE

STEEL

SUPER SILT FENCE

STANDARD PENETRATION TEST

SILT FENCE

SOIL BORING

SANITARY MANHOLE

SLOPE

RECREATIONAL CENTER

REINFORCED CONCRETE PIPE

PROPOSED

PLASTIC PIPE

POST INDICATOR VALVE

OUTFALL

ELECTRIC MANHOLE

MANHOLE

LIMITS OF DISTURBANCE

LINEAR FEET

POUNDS

LENGTH

ELECTRICAL JUNCTION BOX

INVERT ELEVATION

INVERT

HEADWALL

HORIZONTAL ELLIPTICAL REINFORCED

GREEN ROOF

GUARD POST

FUEL OIL SUPPLY

FINISH GRADE

FINISHED FLOOR

FUEL CONNECTION

EXISTING

ENGINEERING

ELEVATION

DUCTILE IRON PIPE

COLD WATER

CORRUGATED PLASTIC PIPE

CONCRETE

CORRUGATED METAL PIPE

CHAIN LINK FENCE

CONCRETE BARRIER

STORM WATER CATCH BASIN

CONCRETE PIPE

BUILDING

W/ WITH

CI CAST IRON

CLEAN OUTC/O

CS FUEL CONTAINMENT SUMP

EX. CV EXISTING CULVERT

STA. STATION

ASTM

MONUMENT (BENCHMARK)

DOMESTIC HOT AND COLD WATER PIPE

SWGR

HGL HYDRAULIC GRADE LINE

HDPE

FPS

CASED WITHC/W

HIGH DENSITY POLYETHYLENE PIPE

FEET PER SECOND

SWITCHGEAR

DO OUTLET PIPE DIAMETER

W

SWM

BMP BEST MANAGEMENT PRACTICE

LEN

MH

FEMA

SUB CONTROL POINT

SPEC. X

SPECIMEN TREE

TG TOP OF GRADE

TW TOP OF WALL

BW BOTTOM OF WALL

MPH

MW

MILES PER HOUR

MONITORING WELL

PE POLYETHYLENE

ASTM INTERNATIONAL

CN CURVE NUMBER

STORM WATER MANAGEMENT

A.D.

PVI POINT OF VERTICAL INTERSECTION

VC VERTICAL CURVE

GV GAS VALVE

IDA IMPERVIOUS DRAINAGE AREA

FINISHED FLOOR ELEVATION

E.P. EDGE OF PAVEMENT

G.F.E. GROUND FLOOR ELEVATION

NATIONAL PIPE THREAD

REAL PROPERTY SERVICES FIELD OFFICER.S.F.O.

FTG FITTING

CC&G CONCRETE CURB & GUTTER

ELEC ELECTRICAL

SAN SANITARY SEWER PIPE

SD STORM DRAIN

SS# SUBSTATION

U.D. UNDERDRAIN

VCP VEHICLE CONTROL POINT

WATER

WV WATER VALVE

DIRECT BURY CONDUITDBC

UTIL UTILITY

GRND GROUND

ABND

ABANDONED

ABBREVIATIONS

A

B

C

D

E

F

G

H

J

L

M

N

O

P

R

S

T

U

V

W

TD TRENCH DRAIN

BC

BOTTOM OF THE CURB

T TRANSFORMER

CFS CUBIC FEET PER SECOND

MHFD MILE HIGH FLOOD DISTRICT

MUTCD

S

CONCRETE PIPE

ABSOLUTE DIFFERENCE OF GRADE

PERCENTAGES

FEDERAL EMERGENCY MANAGEMENT

AGENCY

HEATING, VENTILATION AND AIR

CONDITIONING

FH FIRE HYDRANT

SUPERVISORY CONTROL AND DATA

ACQUISITION LINE

MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

SDDCTEA SURFACE DEPLOYMENT AND

DISTRIBUTION COMMAND

TRANSPORTATION ENGINEERING AGENCY

GRAPHIC SYMBOLS

KEY NOTE NUMBER FOR EXISTING CONDITION AND DEMOLITION PLANS

KEY NOTE NUMBER FOR SITE , AND GRADING

STRUCTURE NUMBERS

SMH

KEY NOTE NUMBER FOR UTILITY PLANS

GENERAL NOTESLEGEND

C-001

L E

G E

N D

A

B B

R E

V I A

T I O

N

A

T

E S

DEMOLITION OF FUEL TANK

DEMOLITION OF CONCRETE PAVEMENT

DEMOLITION OF ASPHALT PAVEMENT

DEMOLITION OF STORM DRAIN PIPES

DEMOLITION OF SANITARY SEWER PIPES

APPROXIMATE LIMITS FOR EXCAVATION

SD

SAN

W

COMM

SAN

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING COMMUNICATION LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING INDUSTRIAL WASTE MANHOLE

EXISTING CATCH BASIN

SD

PROPOSED STORM DRAIN

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SEWER CLEAN OUTS

S/Co

PROPOSED ABOVE GROUND FUEL TANK

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED STORM DRAIN

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

APPROXIMATE LIMITS OF EXCAVATION

AutoCAD SHX Text

SS

AutoCAD SHX Text

SD

AutoCAD SHX Text

IW

AutoCAD SHX Text

SD

AutoCAD SHX Text

SS

AutoCAD SHX Text

SD

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S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

S

A

N

S

A

N

S

A

N

S

A

N

S

A

N

SAN SAN SAN SAN

S

A

N

S A

N

S

D

S

D

S D

S D

S

D

S

D

S

D

S

D

S

D

S D

S D

S D

S D

S D

S D

S D

S D

S D

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W

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3 5 7 9 11 13 15 17 19

L

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US Army Corps of Engineers n a a e c o m n e t c o m l f s A

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R A r l i n g t o n U

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L A

N

EXISTING STORM/ SEWER STRUCTURE TABLE

NAME TYPE

ELEVATIONS (FT)

SDCB-6 STORM DRAIN

CATCH BASIN

RIM = 4780.20'

INV OUT (8" CONC) = 4775.24' (E)

SDBC-7 STORM DRAIN

CATCH BASIN

RIM= 4780.17'

INV IN (8"CONC)= 4775.76'(W)

INV OUT (8" CONC)= 4775.73'(E)

SSMH-1 SEWER

INDUSTRIAL

MANHOLE

RIM = 4780.70'

INV OUT (10" IND) = 4774.86' (S)

SSMH-4 SEWER

MANHOLE

RIM = 4781.50'

INV IN = 4773.62' (W)

SSMH-3 SEWER

MANHOLE

RIM = 4782.25'

INV IN = 4775.49' (E)

INV OUT = 4775.47' (W)

SSMH-5 SEWER

MANHOLE

RIM = 4781.43'

INV IN = 4775.69' (S)

INV IN = 4775.88' (SE)

INV OUT = 4775.64' (N)

SDMH-12 STORM DRAIN

MANHOLE

RIM = 4781.85'

INV IN = 4773.89' (NW)

SDCB-I4 STORM DRAIN

CATCH BASIN

RIM = 4782.63'

INV OUT = 4777.87' (NW)

SDMH -I 1 STORM DRAIN

MANHOLE

RIM = 4782.98'

INV IN = 4775.75' (NW)

INV IN = 4777.43' (SE)

INV IN = 4775.60' (W)

INV OUT = 4775.58' (NE)

SDMH- I 7 STORM DRAIN

MANHOLE

RIM = 4782.76'

INV OUT = 4776.14'(E)

SDMH -I 0 STORM DRAIN

MANHOLE

RIM = 4782.44'

INV IN = 4776.14' (NE)

INV OUT = 4775.54' (S)

SDCB-I 3 STORM DRAIN

CATCH BASIN

RIM = 4781.96'

INV IN= 4780.08' (NE)

INV OUT = 4779.17' (SW)

SSMH-8 SEWER

MANHOLE

RIM = 4781.78'

INV IN = 4779.64' (E)

INV IN = 4777.62' (S)

INV IN = 4777.50' (S) (STEAM)

INV OUT = 4777.46' (N)

SSMH-15 SEWER

MANHOLE

RIM = 4781.28'

INV = 4776.78' (N)

1A

1B

1B

Scale: 1:20

EXISTING CONDITIONS AND DEMOLITION PLAN

B8

N

GRAPHIC SCALE

DEMOLITION NOTES

1A

EXISTING UNDERGROUND FUEL TANKS TO BE DEMOLISHED AND REMOVED ALONG WITH ALL

TANKS FITTINGS AND ANCHORS.

EXISTING UNDERGROUND ABANDONED FUEL TANK TO BE DEMOLISHED AND REMOVED WITH

ALL REMAINING TANK FITTINGS AND ANCHORS.

EXISTING ABOVE GROUND FEATURES FOR UNDERGROUND TANK TO BE DEMOLISHED.

EXISTING UTILITY TRENCH FOR FUEL LINES WITH CONCRETE SLABS TO BE DEMOLISHED

ALONG WITH FUEL LINE 5 FOOT OFF THE EXISTING BUILDING.

EXISTING UNDERGROUND SEDIMENTATION TANK TO BE DEMOLISHED AND REMOVED.

ALONG WITH ALL FITTINGS.

EXISTING ABOVE GROUND BLOW DOWN STRUCTURE TO BE DEMOLISHED AND REMOVED.

EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED.

EXISTING STORM DRAIN PIPES ALONG WITH (1) CATCH BASIN AND (1) MANHOLE TO BE

DEMOLISHED.

EXISTING SANITARY SEWER LINE TO BE DEMOLISHED.

1B

LEGEND

DEMOLITION OF FUEL TANK

DEMOLITION OF CONCRETE PAVEMENT

DEMOLITION OF ASPHALT PAVEMENT

DEMOLITION OF STORM DRAIN PIPES

DEMOLITION OF SANITARY SEWER PIPES

APPROXIMATE LIMITS FOR EXCAVATION

APPROXIMATE LIMIT OF DISTURBANCE

SD

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EXISTING GAS LINE

EXISTING WATER LINE

EXISTING COMMUNICATION LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM DRAIN LINE

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING INDUSTRIAL WASTE MANHOLE

EXISTING CATCH BASIN

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SITE AND GRADING PLAN (OPTION-1)

B8

N

GRAPHIC SCALE

58'-6"

45'-0"

23'-0"

58'-6"

16-8"

19-'9"

47'-6"

12'-0"

TANK 1 40,000 GALLON

T A

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SITE PLAN NOTES

1A

PROPOSED ABOVE GROUND FUEL TANKS DOUBLE LINED (40,000 GALLON)

PROPOSED FUEL CONTAINMENT AREA

PROPOSED UTILITY TRENCH FOR FUEL LINE WITH CONCRETE SLABS.

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED CONCRETE PAVEMENT OVER EXISTING STEAM LINE.

PROPOSED ASPHALT PAVEMENT TO MATCH THE EXISTING PAVEMENT SECTION.

PROPOSED SANITARY SEWER MANHOLE

PROPOSED CLEANOUTS

PROPOSED UNDERGROUND SEDIMENTATION TANK WITH H-20 TRAFFIC LOADING FRAME AND

COVER

1 1

1B

1A

1A

1B

1B

CS-100

S I T

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LEGEND

PROPOSED ABOVE GROUND FUEL TANK

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED STORM DRAIN

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

APPROXIMATE LIMITS OF EXCAVATION

APPROXIMATE LIMIT OF DISTURBANCE

TOTAL FUEL REQUIRED FOR 1,750KW GENERATOR AND 4 NEW BOILERS = 116,051 GALLONS

FOR 90% FILL FUEL REQUIRED IS = 128,946 GALLONS

THEREFORE PROPOSING 3 (40,000 GALLON) ABOVE GROUND DOUBLE LINED FUEL TANKS WITH CAPACITY OF 120,000 GALLONS

TO MEET THE MINIMUM REQUIRED FUEL, FOR 90% FILL FUEL REQUIREMENT SEE OPTION 3

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SITE AND GRADING PLAN (OPTION-2)

B8

GRAPHIC SCALE

SITE PLAN NOTES

17'-6"

19-'9"

TANK 1 30,000 GALLON

T A

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1 1

1A

1A

1B

1B

TANK 2 30,000 GALLON

37'-0"

57'-6"

57'-6"

37'-0"

10'-6"

5'-0"

5'-0" 5'-0"

LEGEND

CS-101

S I T

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TOTAL FUEL REQUIRED FOR 1,750KW GENERATOR AND 4 NEW BOILERS = 116,051 GALLONS

FOR 90% FILL FUEL REQUIRED IS = 128,946 GALLONS

THEREFORE PROPOSING 4 (30,000 GALLON) ABOVE GROUND DOUBLE LINED FUEL TANKS WITH CAPACITY OF 120,000 GALLONS

TO MEET THE MINIMUM REQUIRED FUEL, FOR 90% FILL FUEL REQUIREMENT SEE OPTION 3

N

PROPOSED ABOVE GROUND FUEL TANK

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED STORM DRAIN

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

APPROXIMATE LIMITS OF EXCAVATION

APPROXIMATE LIMIT OF DISTURBANCE

1A

PROPOSED ABOVE GROUND FUEL TANKS DOUBLE LINED (40,000 GALLON)

PROPOSED FUEL CONTAINMENT AREA

PROPOSED UTILITY TRENCH FOR FUEL LINE WITH CONCRETE SLABS.

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED CONCRETE PAVEMENT OVER EXISTING STEAM LINE.

PROPOSED ASPHALT PAVEMENT TO MATCH THE EXISTING PAVEMENT SECTION.

PROPOSED SANITARY SEWER MANHOLE

PROPOSED CLEANOUTS

PROPOSED UNDERGROUND SEDIMENTATION TANK WITH H-20 TRAFFIC LOADING FRAME AND

COVER

1B

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SITE AND GRADING PLAN (OPTION-3)

B8

GRAPHIC SCALE

SITE PLAN NOTES

16'-8"

19-'9"

TANK 1 10,000

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LEGEND

CS-102

S I T

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58'-6"

45'-0"

40'-0"

58'-6"

TOTAL FUEL REQUIRED FOR 1,750KW GENERATOR AND 4 NEW BOILERS = 116,051 GALLONS

FOR 90% FILL FUEL REQUIRED IS = 128,946 GALLONS

THEREFORE PROPOSING 3 (40,000 GALLON) AND 1 (10,000 GALLON) ABOVE GROUND DOUBLE LINED FUEL TANKS WITH CAPACITY OF 130,000 GALLONS

TO MEET THE 90% FILL FUEL REQUIREMENTS.

26'-8"

8'-0"

N

PROPOSED ABOVE GROUND FUEL TANK

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

PROPOSED STORM DRAIN

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

APPROXIMATE LIMITS OF EXCAVATION

APPROXIMATE LIMIT OF DISTURBANCE

1A

PROPOSED ABOVE GROUND FUEL TANKS DOUBLE LINED (40,000 GALLON)

PROPOSED FUEL CONTAINMENT AREA

PROPOSED UTILITY TRENCH FOR FUEL LINE WITH CONCRETE SLABS.

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED CONCRETE PAVEMENT OVER EXISTING STEAM LINE.

PROPOSED ASPHALT PAVEMENT TO MATCH THE EXISTING PAVEMENT SECTION.

PROPOSED SANITARY SEWER MANHOLE

PROPOSED CLEANOUTS

PROPOSED UNDERGROUND SEDIMENTATION TANK WITH H-20 TRAFFIC LOADING FRAME AND

COVER

1B

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Scale: 1:20

UTILITY PLAN

B8

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00 20' 40'

GRAPHIC SCALE

BUILDING 260

BUILDING 257

UTILITY PLAN NOTES

PROPOSED UNDERGROUND SEDIMENT TANKS

PROPOSED SANITARY SEWER MANHOLES

PROPOSED SEWER CLEANOUTS

PROPOSED STORM DRAIN CATCH BASIN

PROPOSED STORM DRAIN MANHOLE

LEGEND

PROPOSED STORM DRAIN

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED SANITARY SEWER MANHOLE

PROPOSED SEWER CLEAN OUTS

SD

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FACP

UP

UP

1 2 3 4 5 6 8 9 10 11

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A

3.7 5.1

B

10.1

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITORS

INSTRUMENT

REPAIR ROOM

GENERATOR AND

ELECTRICAL

ROOM

101A

BOILER ROOM

OFFICE/

CONTROL ROOM

PUMP ROOM

101B

CLOSET

106A

D

/2

C

L E

A R

12' - 0" CLEAR

005 005

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

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1/8" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN T

N

001 DEMOLISH DOOR(S), FRAMES, AND HARDWARE

002 DEMOLISH EXISTING TRANSOM WINDOW ABOVE

DOOR

003 DEMOLISH CMU WALL AS NOTED TO ACCOMODATE

NEW OPENING

004 DEMOLISH CONCRETE FOUNDATION WALL AS NOTED

TO ACCOMODATE NEW OPENING

005 DEMOLISH EXISTING BOILERS AND ALL ASSOCIATED

EQUIPMENT INCLUDING STEEL PLATFORMS, TYP

(REFER TO MECHANICAL)

006 DEMOLISH EXISTING CONCRETE BOILER SUPPORTS,

TYP

007 DEMOLISH EXISTING TRENCHES AS REQUIRED, TYP

(REFER TO MECHANICAL)

008 DEMOLISH EXISTING BOILER STACKS, TYP

012 DEMOLISH CONCRETE WALL AS NOTED TO

ACCOMMODATE NEW OPENING

013 DEMOLISH EXISTING WINDOW ABOVE CONCRETE

FOUNDATION WALL AS NOTED TO ACCOMODATE

NEW 12'-0" CLEAR OPENING + STRUCTURAL FRAMING

DIMENSION

KEYNOTES

1. NEW OPENING SHALL BE A MINIMUM OF 12' - 0" WIDE

CLEAR.

2. NEW OPENING SHALL BE A MINIMUM OF 16' - 0" IN HEIGHT

CLEAR OR TO UNDERSIDE OF EXISTING TRANSOM

LOUVER OR WINDOW.

3. ALL OPENING DIMENSIONS SHALL BE VERIFIED IN FIELD

TO ENSURE NEW BOILERS ARE SELECTED BASED ON

REQUIRED CRITERIA AND PER THE MAXIMUM DIMENSIONS

OF THE NEW OPENINGS.

4. THE NEW BOILERS WILL NEED TO BE COORDINATED WITH

THE SELECTED MANUFACTURER TO ENSURE THE

DIMENSIONS OF THE NEW BOILERS WILL WORK WITH

MAXIMUM CLEAR OPENING DIMENSIONS.

5. NEW OPENINGS MAY NEED TO BE LARGER THAN MINIMUM

"CLEAR" DIMENSIONS TO ACCOMMODATE ANY REQUIRED

STRUCTURAL FRAMING AND REINFORCEMENTS THAT

NEED TO BE PROVIDED FOR THESE NEW OPENINGS,

"CLEAR" DIMENSIONS OF 12' - 0" X 16' - 0". THIS WILL NEED

TO BE COORDINATED WITH STRUCTURAL DESIGNER OF

RECORD.

6. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

7. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

1 2 3 4 5 6 8 9 10 11

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3.7 5.1

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10.17

D

010010

014 014

1. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

2. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

3. A BID OPTION IS INCLUDED IN THIS RFP FOR A TOTAL NEW

BUILT UP ROOF REPLACEMENT THAT MEETS BASE

FACILITY DESIGN STANDARDS, UFC 3-110-03 AND UFC

3-330-02A. SEE NOTE #9 ON SHEET G-002 AND RFP

SECTION 01 10 10 (DESIGN CRITERIA) FOR ADDITIONAL

INFORMATION.

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

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1/8" = 1'-0"1

ROOF LEVEL DEMOLITION PLAN T

N

009 DEMOLISH EXISTING UNUSED ROOF MOUNTED

BOILER STACKS AND PATCH OPENING WITH NEW

BUILTUP ROOF SYSTEM (COVERBOARD, INSULATION

AND MEMBRANE) TO MATCH EXISTING ROOF

SYSTEM

010 DEMOLISH EXISTING ROOF SYSTEM DOWN TO BARE

STRUCTURE AND PREPARE FOR NEW BUILT-UP

ROOFING SYSTEM INCLUSIVE OF INSULATION, ROOF

DRAINS, ROOF EQUIPMENT CURBS, FLASHING,

PARAPET METAL COPING, FALL PROTECTION

ANCHOR SYSTEM, LIGHTNING PROTECTION SYSTEM,

ETC. (BID OPTION ONLY)

011 REMOVE AND STORE EXISTING ROOF EQUIPMENT

SUCH AS MECHANICAL HOODS AND OTHER

EQUIPMENT TO BE RE-INSTALLED WITH NEW

ROOFING SYSTEM (BID OPTION ONLY)

014 REMOVE EXISTING BOILER STACKS INCLUDING

ASSOCIATED ROOF FLASHING WHERE NEW BOILER

STACKS WILL BE INSTALLED, PREP OPENINGS TO

RECIEVE NEW BOILER STACK (COORDINATE FINAL

LOCATION PER LAYOUT OF MECHANICAL DRAWINGS)

KEYNOTES

J

UP

UP

1 2 3 4 5 6 8 9 10 11

H

G

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A

A-202

A-201

A-201

A-202

0' - 9" 7' - 9" 17' - 0" 15' - 6" 1' - 6" 17' - 0" 1' - 6" 15' - 6" 14' - 11" 25' - 5" 25' - 4" 25' - 2" 1' - 6"

/2

/2

/2

32' - 8" 34' - 0"

56' - 7 3/4" 18' - 3 1/4" 26' - 6"

39' - 10" 22' - 4" 22' - 10" 57' - 4" 26' - 6"

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITORS

INSTRUMENT

REPAIR ROOM

GENERATOR AND

ELECTRICAL

ROOM

101A

BOILER ROOM

OFFICE/

CONTROL ROOM

PUMP ROOM

101B

3.7 5.1

B

CLOSET

106A

10.1

1' - 8"

1' - 8"

D

C

L E

A R

/2

12' - 0" CLEAR

EQ EQ

B3

B1

B5

B4

B2

1. NEW OPENING SHALL BE A MINIMUM OF 12' - 0" WIDE

CLEAR.

2. NEW OPENING SHALL BE A MINIMUM OF 16' - 0" IN HEIGHT

CLEAR OR TO UNDERSIDE OF EXISTING TRANSOM

LOUVER OR WINDOW.

3. ALL OPENING DIMENSIONS SHALL BE VERIFIED IN FIELD

TO ENSURE NEW BOILERS ARE SELECTED BASED ON

REQUIRED CRITERIA AND PER THE MAXIMUM DIMENSIONS

OF THE NEW OPENINGS.

4. THE NEW BOILERS WILL NEED TO BE COORDINATED WITH

THE SELECTED MANUFACTURER TO ENSURE THE

DIMENSIONS OF THE NEW BOILERS WILL WORK WITH

MAXIMUM CLEAR OPENING DIMENSIONS.

5. NEW OPENINGS MAY NEED TO BE LARGER THAN MINIMUM

"CLEAR" DIMENSIONS TO ACCOMMODATE ANY REQUIRED

STRUCTURAL FRAMING AND REINFORCEMENTS THAT

NEED TO BE PROVIDED FOR THESE NEW OPENINGS,

"CLEAR" DIMENSIONS OF 12' - 0" X 16' - 0". THIS WILL NEED

TO BE COORDINATED WITH STRUCTURAL DESIGNER OF

RECORD.

6. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

7. CLEAN AND PREPARE CONCRETE SLAB TO RECEIVE NEW

CONCRETE SEALANT.

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

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BLDG 260

PLAN NORTH

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IM

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1/8" = 1'-0"1

FIRST FLOOR PLAN T

N

101 NEW 12'-0" WIDE BY 16'-0" ROLL-UP DOOR,

COORDINATE POWER WITH ELECTRICAL (CLEAR

OPENING IS EXCLUSIVE OF STRUCTURAL FRAMING

DIMENSION)

102 PATCH AND REPAIR EXISTING WALLS AT NEW

OPENINGS TO RECEIVE NEW ROLL UP DOOR TO

CONDITIONS AND FINISHES MATCHING ADJACENT

WALLS

103 NEW TRENCHES AS REQUIRED FOR NEW BOILER

LOCATIONS, FINAL TRENCH LOCATIONS TO BE

COORDINATED AS CONTRACTOR FURTHER

DEVELOPS THE DESIGN (REFER TO MECHANICAL)

105 NEW BOILER (REFER TO MECHANICAL)

109 ONCE EXISTING TRENCHES HAVE BEEN REMOVED,

NEW TRENCHES BUILT, AND ANY ADDITIONAL

STRUCTURAL UPGRADES DONE AND CONCRETE

SLAB HAS BE LEVELED TO SLOPE TO DRAINS, CLEAN

AND PREPARE CONCRETE SLAB TO RECEIVE NEW

CONCRETE SEALANT

G

F

C

A

A-202

A-201

A-201

A-202

3.7 5.1

B

10.1

ROOF HATCH

D

107 107

108108

106106

106106

106106

106106

106106

1. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

2. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

3. A BID OPTION IS INCLUDED IN THIS RFP FOR A TOTAL NEW

BUILT UP ROOF REPLACEMENT THAT MEETS BASE

FACILITY DESIGN STANDARDS, UFC 3-110-03 AND UFC

3-330-02A. SEE NOTE #9 ON SHEET G-002 AND RFP

SECTION 01 10 10 (DESIGN CRITERIA) FOR ADDITIONAL

INFORMATION.

1/8" = 1'-0"1

ROOF LEVEL PLAN

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

IN

E

E R

S

D R

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A

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O

N

3 5 7 9 11 13 15 17 19

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A

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D E

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F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

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H

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GENERAL NOTES

BLDG 260

PLAN NORTH

B

IM

/B

P -A

M E

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U S

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F B

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R O

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P L A

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U P

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S A

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IS

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A E

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S

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B L V

D

A R

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IN

G T

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V

A

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R H

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M E

C h e c k e r

S E

P T

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B E

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T N

106 NEW BUILT-UP ROOFING SYSTEM PER UFC 3-110-03

(COVER BOARD, INSULATION, MEMBRANE AND

FLASHING), INCLUDE NEW PRIMARY AND

SECONDARY (OVERFLOW) ROOF DRAINS TO MEET

CURRENT IPC CODE, NEW ROOF EQUIPMENT CURBS,

NEW FLASHING, NEW PARAPET METAL COPING, NEW

BOILER STACKS WHERE REQUIRED FOR NEW

BOILERS, REINSTALL STORED EXISTING ROOF

HATCH, PROVIDE NEW HORIZONTAL LIFELINE/FALL

PROTECTION ANCHOR SYSTEM TO MEET OSHA

REQUIREMENTS, NEW LIGHTNING PROTECTION

SYSTEM, ETC. (BID OPTION ONLY)

107 INFILL EXISTING OPENING LEFT BY REMOVAL OF OLD

BOILER STACK WITH NEW BUILTUP ROOF SYSTEM

(COVERBOARD, INSULATION AND MEMBRANE) TO

MATCH EXISTING ROOF SYSTEM

108 NEW BOILER STACK TO USE EXISTING ROOF

PENETRATION, PREP PENETRATION AND PATCH

WITH FLASHING TO TIE INTO EXISTING ROOF

MEMBRANE

01_LEVEL_FF

0' - 0"

02_LEVEL

12' - 0"

03_LEVEL_ROOF

24' - 0"

1 2 3 4 5 6 8 9 10 113.7 5.1 10.17

12' - 0" CLEAR

C

L E

A R

01_LEVEL_FF

0' - 0"

02_LEVEL

12' - 0"

03_LEVEL_ROOF

24' - 0"

123456891011 3.75.110.1 7

1. NEW OPENING SHALL BE A MINIMUM OF 12' - 0" WIDE

CLEAR.

2. NEW OPENING SHALL BE A MINIMUM OF 16' - 0" IN HEIGHT

CLEAR OR TO UNDERSIDE OF EXISTING TRANSOM

LOUVER OR WINDOW.

3. ALL OPENING DIMENSIONS SHALL BE VERIFIED IN FIELD

TO ENSURE NEW BOILERS ARE SELECTED BASED ON

REQUIRED CRITERIA AND PER THE MAXIMUM DIMENSIONS

OF THE NEW OPENINGS.

4. THE NEW BOILERS WILL NEED TO BE COORDINATED WITH

THE SELECTED MANUFACTURER TO ENSURE THE

DIMENSIONS OF THE NEW BOILERS WILL WORK WITH

MAXIMUM CLEAR OPENING DIMENSIONS.

5. NEW OPENINGS MAY NEED TO BE LARGER THAN MINIMUM

"CLEAR" DIMENSIONS TO ACCOMMODATE ANY REQUIRED

STRUCTURAL FRAMING AND REINFORCEMENTS THAT

NEED TO BE PROVIDED FOR THESE NEW OPENINGS,

"CLEAR" DIMENSIONS OF 12' - 0" X 16' - 0". THIS WILL NEED

TO BE COORDINATED WITH STRUCTURAL DESIGNER OF

RECORD.

6. ALL EXISTING TO REMAIN SURFACES DAMAGED DURING

EXECUTION OF THE WORK SHALL BE REPAIRED TO

MATCH PRE-EXISTING CONDITIONS.

7. ALL PREVIOUSLY PAINTED SURFACES THAT BECOME

DAMAGED DURING EXECUTION OF THE WORK SHALL BE

REPAINTED AND REPAIRED TO THE FULL EXTENT OF

DAMAGED COMPONENTS TO MATCH EXISTING ADJACENT

SURFACES.

0 8' 16'

1/8"=1'-0"SCALE:

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

GENERAL NOTES

BLDG 260

B

IM

/B

P -A

M E

R

U S

A

-H ill A

F B

S te a m

P la n t/ K

R S

M A

.r v t

/2

/2

:4

:4

P

M

A-201

N O

R T

H A

N D

S O

U T

H E

L E

V A

T

IO

N S

B L D

G

S T

E A

M P

L A

N T

U P

G R

A D

E

S A

C R

A M

E N

T O

D

IS

T R

IC

T

A E

C O

M W

IL

S

O N

B L V

D

A R

L

IN

G T

O N

V

A

L

R H

Z W

M E

C h e c k e r

S E

P T

E M

B E

R

W D

Y F

W D

Y D

D R

A F

T R

F P

N

O T

F O

R C

O N

S T

R U

C T

IO

N

H

IL

L A

F B

U

T

1/8" = 1'-0"1

SOUTH BUILDING ELEVATION

1/8" = 1'-0"2

NORTH BUILDING ELEVATION

101 NEW 12'-0" WIDE BY 16'-0" ROLL-UP DOOR,

COORDINATE POWER WITH ELECTRICAL (CLEAR

OPENING IS EXCLUSIVE OF STRUCTURAL FRAMING

DIMENSION)

01_LEVEL_FF

0' - 0"

02_LEVEL

12' - 0"

03_LEVEL_ROOF

24' - 0"

H G F C ABD

C

L E

A R

12' - 0" CLEAR

01_LEVEL_FF

0' -…