Attachment 004 Office and Lab Drawings.pdf

PDF 33 MB Posted Aug 4, 2023

Attached to: Office and Lab Remodel - Fargo ND
Solicitation number: 12805B23R0024
Issued by: Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Plains Area

About this file

Written by GovTribe AI · Dec 20, 2023

This document provides details for a federal solicitation to remodel office and laboratory spaces located in Fargo, North Dakota. Solicitation number 12805B23R0024 was issued by the Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Plains Area to procure remodeling services for their Fargo facility. An attachment to the solicitation includes 33MB of drawings detailing the existing office and lab layouts as well as proposed renovations. Responses to the solicitation are due based on the specified terms. The solicitation targets small businesses for the opportunity and aims to award a contract to complete the planned remodeling by a specified date.

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Other files

File	Type	Posted
Q_A RFP 12805B23R0024 Office and Lab BRL 200 Wing Remodel.pdf	PDF	Aug 30, 2023
Amd 0001 RFP 12805B23R0024 Clauses and Provisions.pdf	PDF	Aug 30, 2023
SF30 AMD 0001_12805B23R0024.pdf	PDF	Aug 30, 2023
Attachment 009 12805B23R0024 Site Visit Information.docx	DOCX document	Aug 4, 2023
Attachment 003 Office and Lab Design Analysis.pdf	PDF	Aug 4, 2023
Attachment 008 Pre-Award Survey Form.docx	DOCX document	Aug 4, 2023
Attachment 001 Wage Determination.pdf	PDF	Aug 4, 2023
Attachment 006 Contractor Certification Regarding EMR.docx	DOCX document	Aug 4, 2023
RFP 12805B23R0024 Office and Lab Remodel.pdf	PDF	Aug 4, 2023
Attachment 005 Office and Lab Bid Schedule.pdf	PDF	Aug 4, 2023
Attachment 007 SAM Reps and Certs Form.docx	DOCX document	Aug 4, 2023
Attachment 002 Office and Lab Specifications.pdf	PDF	Aug 4, 2023

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PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETEL BAETEL BAETEL BAETE

S HENKS HENKS HENKS HENK

USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM

TJSTJSTJSTJS

M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS

S KASEMANS KASEMANS KASEMANS KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\s s h a n n o n \D o c u m e n ts \0

-A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

:1 :3

COVER SHEET

08222.008

SLLSLLSLLSLL

KSSGKSSGKSSGKSSG

SWSSWSSWSSWS

05/27/202205/27/202205/27/202205/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 0- 0 COVER SHEET

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR CONSTRUCTION

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

ARCHITECTURAL

A 00 ARCHITECTURAL INFO SHEET

A000 BASE BID & ALTERNATE DIAGRAMS

A001 DEMOLITION - 1ST FLOOR

A002 DEMOLITION - SOUTH AREA 200/300/400

A102 FLOOR PLAN - SOUTH AREA 200

A103 FLOOR PLAN - SOUTH AREA 300

A104 FLOOR PLAN - SOUTH AREA 400 (ATTIC)

A401 ELEVATIONS & SECTIONS

A402 SECTIONS & DETAILS

A403 DETAILS

A404 DETAILS

A602 REFLECTED CEILING PLAN - SOUTH AREA 200

A603 REFLECTED CEILING PLAN - SOUTH AREA 300,

SOUTH AREA 400 (ATTIC)

A902 FINISH PLAN - SOUTH AREA 200

A903 FINISH PLAN - SOUTH AREA 300

GENERAL

0 COVER SHEET

ACC01 ARCHITECTURAL CODE COMPLIANCE

DRAWING INDEX

LABORATORY

Q001 LAB INFO SHEET & CASEWORK TYPES

Q102 SECOND FLOOR - OVERALL FLOOR PLAN

Q202.A FLOOR PLAN - SOUTH AREA 300

Q202.B FLOOR PLAN - SOUTH AREA 200

Q203 AXON VIEWS - SOUTH 300 AREA

Q204 AXON VIEWS - SOUTH 200 AREA

Q301 INTERIOR LAB ELEVATIONS

Q302 INTERIOR LAB ELEVATIONS

Q303 INTERIOR LAB ELEVATIONS

Q304 INTERIOR LAB ELEVATIONS

Q401 CASEWORK DETAILS

Q402 DETAILS

Q403 DETAILS

HAZARDOUS

H100 EXISTING - SOUTH AREA 200/300/B

H101 FLOOR PLAN - SOUTH AREA 400/200 (ATTIC)

MECHANICAL

M 00 MECHANICAL INFO SHEET

M001 DEMOLITION FLOOR PLAN - MECHANICAL

M101 FLOOR PLAN - MECHANICAL

M201 PIPING FLOOR PLAN - MECHANICAL

M301 ENLARGED PLAN & SECTION - MECHANICAL

M401 DETAILS - MECHANICAL

M402 CONTROL SEQUENCES - MECHANICAL

M501 SCHEDULE - MECHANICAL

PLUMBING

P 00 PLUMBING INFO SHEET

P001 DEMOLITION FLOOR PLAN - PLUMBING - DOM. WATER AND LAB GAS

P002 DEMOLITION FLOOR PLAN - PLUMBING - SANITARY

P101 FLOOR PLAN - PLUMBING - DOM. WATER AND LAB GAS

P102 FLOOR PLAN - PLUMBING - SANITARY

P301 DETAILS - PLUMBING

ELECTRICAL

E 00 ELECTRICAL INFO SHEET

E001 FLOOR PLAN - AREA 200 - DEMOLITION

E002 FLOOR PLAN - AREA 300 - DEMOLITION

E003 FLOOR PLAN - AREA 400 - DEMOLITION

E101 FLOOR PLAN - AREA 200 - LIGHTING

E102 FLOOR PLAN - AREA 300 - LIGHTING

E103 FLOOR PLAN - AREA 400 - LIGHTING

E201 FLOOR PLAN - AREA 200 - POWER

E202 FLOOR PLAN - AREA 300 - POWER

E203 FLOOR PLAN - AREA 400 - POWER & AUXILIARY

E301 FLOOR PLAN - AREA 200 - AUXILIARY

E302 FLOOR PLAN - AREA 300 - AUXILIARY

E401 ELECTRICAL DETAILS

E501 POWER RISER DIAGRAM

E601 LUMINAIRE & EQUIPMENT SCHEDULES

E701 ELECTRICAL PANEL SCHEDULES

E702 ELECTRICAL PANEL SCHEDULES

-1

-2

-1

250-3

240-2

221C

221B

220C

220B

217 2

-2

301-3

-1

307-2

-12

234-2

239310-1

-1

310-2

CG CG CG CG

CGCGCG CG

C G

CG C

C G

301-2

F E

FEC

C G

F F

E E

D D

C C

B B

TISSUE

CULTURE

245 LABORATORY

CORRIDOR

OFFICE

3S4S

1-3

A-3

B-3

C-3

D-3

LABORATORY

CORRIDOR

OFFICE

(EXISTING)

OFFICE

220A

OFFICE

220B

OPEN OFFICE

OFFICE

220C

OFFICE

220D

OFFICE

221A OFFICE

221B

OFFICE

221C

OFFICE

221D

OPEN OFFICE

MECHANICAL

ROOM

STAIR

1 1

LABORATORY

FREEZER

ROOM

LABORATORY

CORRIDOR

LABORATORY

STORAGE

TECHNOLOGY

11 111 1

FIRST FLOOR

100' - 0"

FIRST FLOOR

100' - 0"

SECOND FLOOR

111' - 9 1/4"

SECOND FLOOR

111' - 9 1/4"

ROOF

123' - 6 1/2"

ROOF

123' - 6 1/2"

11 11 11 11 11 11 11 11 11 11

PENTHOUSE

133' - 6 1/2"

PENTHOUSE

133' - 6 1/2"

LABORATORY

CORRIDOR

LABORATORY

A403

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETEL BAETEL BAETEL BAETE

S HENKS HENKS HENKS HENK

USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM

TJSTJSTJSTJS

M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS

S KASEMANS KASEMANS KASEMANS KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\s s h a n n o n \D o c u m e n ts \0

-A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

ACC01

ARCHITECTURAL CODE COMPLIANCE

08222.008

SLLSLLSLLSLL

KSSGKSSGKSSGKSSG

SWSSWSSWSSWS

05/27/202205/27/202205/27/202205/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 0- ACC01 ARCHITECTURAL CODE COMPLIANCE

XX FIRE BARRIER (X HOURS)

XX FIRE PARTITION (X HOURS)

XX SMOKE BARRIER (X HOURS)

XX SMOKE PARTITION (X

HOURS)

XX BUILDING SEPARATION

(X HOURS)

CODE COMPLIANCE

LEGEND

NUMBER OF OCCUPANTS

PER ROOM

DEAD-END DISTANCE

XXX'-XX"

NEW FIRE EXTINGUISHER-

INSIDE RECESSED

CABINET -(FE1)

75'

NOTES:

• CONTRACTOR SHALL PROVIDE PERMANENT

SIGNAGE OR STENCILING WITHIN CEILING

PLENUM AT ALL FIRE RATED WALLS, SMOKE

BARRIERS & SMOKE PARTITIONS. LETTERING

SHALL BE AT LEAST 1/2" IN HEIGHT WITH THE

WORDING: "FIRE AND/OR SMOKE BARRIER -

PROTECT ALL OPENINGS:. REPEAT AT

INTERVALS NOT EXCEEDING 30'-0" MEASURED

HORIZONTALLY ALONG THE PARTITION WALL.

• SEAL PENETRATIONS IN FIRE RATED SMOKE

BARRIERS, FIRE RATED BARRIERS & SMOKE

BARRIERS.

COMMON PATH DISTANCE

XXX'-XX"

OCCUPANCY ALONG PATH

ACCESSORY OCCUPANCY

INCIDENTAL OCCUPANCY

NOT HABITABLE

OCCUPANCY

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

MAXIMUM ALLOWED HEIGHT

MAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS :

HEIGHT AND AREA LIMITS

FIRE SEPARATION ASSEMBLIES

EXITS

SHAFTS / HOISTWAYS

DWELLING UNIT SEPARATIONS

INTERIOR LOAD BEARING

WALLS, COLUMNS, FRAMING

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

EXTERIOR WALL OPENING LIMITS :

DRAFTSTOPS :

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION :

STANDPIPE :

FIRE ALARM SYSTEM :

AUTO FIRE DETECTION :

SMOKE DETECTION :

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

CALCULATIONS

DOOR

STAIR

IIB

75'

69,000 SF

0 HR

2010 ADA

NFPA 13

NFPA 72

NFPA 13

NFPA 72

2021 NFPA 101

2018 IECC

2018 IMC

2018 IPC

2020 NEC

2018 IBC

0.15" / OCC

0.20" / OCC

ACC_ROOM SCHEDULE

ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD

AREA / OCC

SECOND FLOOR

BUSINESS (B)

220 OPEN OFFICE BUSINESS AREAS 99 SF / 150 SF 0.66

220A OFFICE BUSINESS AREAS 95 SF / 150 SF 0.63

220B OFFICE BUSINESS AREAS 142 SF / 150 SF 0.94

220C OFFICE BUSINESS AREAS 138 SF / 150 SF 0.92

220D OFFICE BUSINESS AREAS 89 SF / 150 SF 0.59

221 OPEN OFFICE BUSINESS AREAS 99 SF / 150 SF 0.66

221A OFFICE BUSINESS AREAS 92 SF / 150 SF 0.61

221B OFFICE BUSINESS AREAS 123 SF / 150 SF 0.82

221C OFFICE BUSINESS AREAS 143 SF / 150 SF 0.95

221D OFFICE BUSINESS AREAS 95 SF / 150 SF 0.63

225 MECHANICAL ROOM MECHANICAL EQUIPMENT ROOM 245 SF / 300 SF 0.82

227 TECHNOLOGY MECHANICAL EQUIPMENT ROOM 28 SF / 300 SF 0.09

230 LABORATORY BUSINESS AREAS 1198 SF / 150 SF 7.98

234 LABORATORY BUSINESS AREAS 403 SF / 150 SF 2.69

240 LABORATORY BUSINESS AREAS 522 SF / 150 SF 3.48

244 LABORATORY BUSINESS AREAS (NET) 264 SF / 150 NET SF 1.76

245 TISSUE CULTURE BUSINESS AREAS (NET) -23 SF / 150 NET SF -0.15

248 OFFICE BUSINESS AREAS 244 SF / 150 SF 1.63

250 LABORATORY BUSINESS AREAS (NET) 501 SF / 150 NET SF 3.34

284 ANIMAL RESEARCH LAB #2 BUSINESS AREAS (NET) 308 SF / 150 NET SF 2.05

285 ANIMAL RESEARCH LAB #1 BUSINESS AREAS (NET) 290 SF / 150 NET SF 1.93

286 PULSE QUALITY RESEARCH LAB #1 BUSINESS AREAS (NET) 302 SF / 150 NET SF 2.02

301 FREEZER ROOM STORAGE AREAS 361 SF / 300 SF 1.20

302 LABORATORY BUSINESS AREAS 1268 SF / 150 SF 8.45

305 LABORATORY BUSINESS AREAS 460 SF / 150 SF 3.07

307 LABORATORY BUSINESS AREAS 450 SF / 150 SF 3.00

309 LABORATORY STORAGE STORAGE AREAS 116 SF / 300 SF 0.39

: 27 51.16

ACC_INCIDENTAL OCCUPANCY

288 FREEZER ROOM STORAGE AREAS 332 SF / 300 SF 1.11

289 MECHANICAL ROOM MECHANICAL EQUIPMENT ROOM 286 SF / 300 SF 0.95

ACC_INCIDENTAL OCCUPANCY: 2 2.06

ACC_NOT HABITABLE

239 CORRIDOR 537 SF

310 CORRIDOR 413 SF

ACC_NOT HABITABLE: 2 0.00

BUSINESS (B): 31 53.22

SECOND FLOOR: 31 53.22

ROOF

BUSINESS (B)

ACC_INCIDENTAL OCCUPANCY

402 MECHANICAL PENTHOUSE MECHANICAL EQUIPMENT ROOM 596 SF / 300 SF 1.99

ACC_INCIDENTAL OCCUPANCY: 1 1.99

ACC_NOT HABITABLE

401 ATTIC SPACE 2375 SF

ACC_NOT HABITABLE: 1 0.00

BUSINESS (B): 2 1.99

ROOF: 2 1.99

TOTALS:: 33 55.21

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

SECOND FLOOR - CODE REVIEW PLAN

NFPA 13:

THIS BUILDING IS OFFICIALLY CONSIDERED TO BE

PROTECTED WITH AN NFPA 13 FIRE

SUPPRESSION SYSTEM.

THE USDA WILL BE EXECUTING A FIRE

SUPPRESSION SYSTEM PROJECT IN THE NEAR

FUTURE, AND THEY HAVE GIVEN OFFICIAL AHJ

DETERMINATION THAT THE DESIGN MAY UTILIZE

THE FULLY-SPRINKLED ASPECTS OF THE

BUILDING CODE.

ADDITIONAL NFPA CODES:

NFPA 45: ALL LABORATORY UNITS ARE

CONSIDERED CLASS D, AND ARE TO BE

SEPARATED FROM ALL OTHER OCCUPIED NON-

LABORATORY SPACES BY 1-HOUR FIRE

PARTITIONS AND FLOORS.

NFPA 497: ALL LABORATORY UNITS ARE IN

COMPLIANCE WITH GAS STORAGE ACCORDING

TO THIS CODE.

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

BUILDING SECTION - NORTH/SOUTH AREA 200

Sharon.Kaseman Line

OUTSIDE OF SCOPE

Sharon.Kaseman Line

OUTSIDE OF SCOPE

Sharon.Kaseman Line

OUTSIDE OF SCOPE

ISSUED FOR

CONSTRUCTION

05/27/2022

BASE BID AND ALTERNATES AFFECTED.

AREA 300 IS OUTSIDE THE SCOPE OF THIS PROJECT BUT LISTED FOR

HISTORICAL REFERENCE ONLY.

ISSUED FOR

CONSTRUCTION

05/27/2022

AREA 400 IS OUTSIDE SCOPE OF PROJECT BUT REMAINS FOR HISTORICAL REFERENCE.

AREA 200 CONSISTS OF BASE BID AND ALTERNATE 1.

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETE

S HENK

USDAA-E FIRM

TJS

M McWILLIAMS

S KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\k s tr o n g g o n za le z\ D o c u m e n ts \0

-A

R C

H R k s tr o n g g o n z a le z .r v t

:2 :5

A 00

ARCHITECTURAL INFO SHEET

08222.008

SLL

KSSG

SWS

05/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 2- A 00 ARCHITECTURAL INFO SHEET

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

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

EXISTING

COLUMN

NEW

COLUMN

XX-XX

SIM

XX-XX

XXXX

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

SYMBOL LEGEND

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR

NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

ABBREVIATIONS REF. DEMO NOTES ( )

REFERENCE LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

MASONRY-VENEER

STUD WALL

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

ARCHITECTURAL SHEET LIST

PROJECT ARCHITECTURAL REFERENCED DEMOLITION NOTES

GENERAL NOTES XDXGENERAL DEMO NOTES

PROJECT ARCHITECTURAL REFERENCED NOTES

REF. NOTES ( )

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR

COVEREDCOV

CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

NORTH PLAN

NORTH

TRUE

NORTH

CBU CEMENTITIOUS BACKER

UNIT

F FLUSH or FRAME

FG FULL GLASS

G GLASS or GLASS TYPE

HG HALF GLASS

NV NARROW VISION

V VISION

SL SLIDING

BF(2) BIFOLD (DOUBLE)

IG INSULATED GLASS

SS SOLID SURFACE

0 COVER SHEET

ACC01 ARCHITECTURAL CODE COMPLIANCE

A 00 ARCHITECTURAL INFO SHEET

A000 BASE BID & ALTERNATE DIAGRAMS

A001 DEMOLITION - 1ST FLOOR

A002 DEMOLITION - SOUTH AREA 200/300/400

A102 FLOOR PLAN - SOUTH AREA 200

A103 FLOOR PLAN - SOUTH AREA 300

A104 FLOOR PLAN - SOUTH AREA 400 (ATTIC)

A401 ELEVATIONS & SECTIONS

A402 SECTIONS & DETAILS

A403 DETAILS

A404 DETAILS

A602 REFLECTED CEILING PLAN - SOUTH AREA 200

A603 REFLECTED CEILING PLAN - SOUTH AREA 300, SOUTH

AREA 400 (ATTIC)

A902 FINISH PLAN - SOUTH AREA 200

A903 FINISH PLAN - SOUTH AREA 300

A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL

DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION.

DIMENSIONS AND EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS. ITEMS WHICH ARE INTENDED

TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS FULL-TONE

DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES.

ALL OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN

HALF-TONE.

B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR

HERE-IN. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED

RENOVATION AND NEW CONSTRUCTION WITH THE EXISTING BUILDING TO

IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION REQUIRED AND AS LISTED

BELOW.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND

REMOVAL OF ALL EXISTING BUILDING COMPONENTS, MATERIALS,

EQUIPMENT, AND APPURTENANCES AS REQUIRED TO BUILD, ERECT,

INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH THE OWNER

HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.

D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE

CAREFULLY REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND

STORED OR REINSTALLED ON THE SITE AS DIRECTED. REMOVED AND

SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER.

E. WHERE EXISTING FLOOR MATERIALS AND/OR WALLS ARE TO BE REMOVED,

PREP REMAINING FLOOR AND/OR WALL SUBSTRATE AS REQUIRED PER

MANUFACTURERS RECOMMENDATIONS FOR THE NEW FLOOR/WALL FINISH

MATERIAL. REMOVE ALL FINISH FLOORING DOWN TO BASE SUBSTRATE

FLOORING AND PREP TO RECEIVE NEW FINISH.

F. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL

REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY

OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED

HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE

AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT

THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE

OWNER AND CONTRACTOR.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE,

AND REMOVAL OF ALL CONSTRUCTION BARRIERS.

H. TEMPORARILY SHORE AND BRACE STRUCTURE AT ALL BEARING WALL

DEMOLITION LOCATIONS UNTIL NEW PERMANENT STRUCTURE IS

ESTABLISHED. SEE STRUCTURAL.

J. REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED

PROJECT, BUT CONFLICTING WITH NEW FINISHES. THESE

ELEMENTS/FINISHES SHALL INCLUDE, BUT ARE NOT LIMITED TO THE ITEMS

LISTED BELOW:

1. REMOVE EXISTING CEILING SUSPENSION SYSTEMS ANYWHERE NEW

CEILINGS ARE INDICATED PER THE REFLECTED CEILING PLAN AND ROOM

FINISH SCHEDULE

2. REMOVE EXISTING FLOOR FINISHES IN AREAS TO RECEIVE NEW FLOOR

FINISHES PER THE ROOM FINISH SCHEDULE.

3. DOORS AND FRAMES SHALL BE REMOVED AS REQUIRED TO

ACCOMMODATE NEW DOORS AND FRAMES AS SHOWN IN THE DOOR

SCHEDULE.

4. ALL EXISTING WALLS, DOORS, FRAMES, AND WINDOWS SHOWN ON THE

PLAN AS A FULL-TONE DASHED LINE ARE TO BE REMOVED.

K. REMOVE EXISTING FLOOR FINISHES IN AREAS TO RECEIVE NEW FLOOR

FINISHES PER THE ROOM FINISH SCHEDULE.SEE STRUCTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION,

INCLUDING, BUT NOT LIMITED TO, ALL CONCRETE SLAB REMOVAL AND

REPLACEMENT.

L. REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION

REQUIRED TO ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED

EQUIPMENT.

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER

AND LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE

ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM

THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR

SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW ENTIRE

SET OF DOCUMENTS.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE

RESPONSIBLE FOR SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD

CONDITIONS AT NO ADDITIONAL EXPENSE TO OWNER. COORDINATE THE

WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO

REMAIN. FULL-TONE LINES INDICATE NEW OR RELOCATED CONSTRUCTION.

E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY AND FACE OF

METAL FRAMING; OR CENTER LINE OF COLUMN OR BEAMS, UNLESS NOTED

OTHERWISE.

F. INTERIOR DOORS WITH THE HINGE-SIDE SHOWN CLOSE TO CORNERS SHALL

BE LOCATED 4 INCHES FROM ADJACENT WALL UNLESS NOTED OTHERWISE

G. CHANGES IN FLOOR MATERIALS SHALL OCCUR UNDER DOORS.

H. ALL ANGLES ON THE FLOOR PLANS ARE 45 OR 90 DEGREES UNLESS

OTHERWISE INDICATED.

I. ALL STEEL STUDS ADJACENT TO STEEL COLUMNS SHALL BE HELD A 1/2 INCH

AWAY FROM STEEL COLUMNS.

J. IN VIEWING THESE DRAWINGS, THE CONTRACTOR SHALL PAY CLOSE

ATTENTION TO THE MATCH LINES. SOME WORK AND NOTE REFERENCES

MAY BE REPEATED, BUT DO NOT ALWAYS SHOW ON BOTH SIDES OF THE

MATCH LINE.

K. PROVIDE METAL FRAMING BLOCKING IN WALLS AND FURRING SPACES AS

REQUIRED FOR MOUNTING OF ALL WALL SUPPORTED ITEMS. WHETHER OR

NOT DETAILED ON THE DRAWINGS, THE DRYWALL CONTRACTOR SHALL

COORDINATE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES,

AND SUPPORTING BRACKETS AS REQUIRED FOR THE INSTALLATION OF

CASEWORK AND WALL MOUNTED OR SUSPENDED MECHANICAL,

ELECTRICAL, OR MISCELLANEOUS EQUIPMENT. THESE ITEMS INCLUDE, BUT

ARE NOT LIMITED TO, FIRE EXTINGUISHER CABINETS, BASE AND WALL

CABINETS, COUNTERTOPS, CONTROL PANELS, WATER COOLERS, FIRE

ALARM PANELS, ETC.

L. INTERIOR CONTROL JOINTS ON GYPSUM BOARD SURFACES SHALL BE 24'-0"

ON CENTER MAX AND AS INDICATED WITH-IN. PROVIDE CONTROL JOINT AT

EACH SIDE OF DOOR FRAME, TYPICAL.

M. WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE

DOUBLE HEAD TRACK TO ALLOW SLIPPAGE TO COMPENSATE FOR

DEFLECTION OF THE STRUCTURE ABOVE.

N. ALL METAL STUD PARTITIONS WHICH DO NOT EXTEND TO STRUCTURE

ABOVE SHALL BE BRACED AT 8'-0" ON CENTER MAX UNLESS NOTED OR

DETAILED OTHERWISE.

P. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED,

CUT, CORED, OR ALTERED IN ANY WAY TO ACCOMMODATE NEW

CONSTRUCTION OR TO RECEIVE NEW FINISHES. PREP ALL EXISTING

FLOORS TO RECEIVE NEW FINISHES PER ROOM FINISH SCHEDULE.

Q. CONTRACTOR SHALL VERIFY CMU WALLS HAVE NO CHIPPED EDGES AND

THAT JOINTS HAVE BEEN TOOLED TO REMOVE ALL EXCESS MORTAR.

CONTRACTOR SHALL APPROVE WALLS TO RECEIVE PAINT PRIOR TO HAVING

PAINTER INSPECT FOR APPROVAL.

R. PATCH ALL CONCRETE SLAB LOCATIONS DEMOLISHED TO INSTALL NEW

STRUCTURAL, MECHANICAL, OR ELECTRICAL WORK.

04 20 00.A1 EXISTING MASONRY TO REMAIN

04 20 00.A2 NEW LIMESTONE PANELS; MATCH EXISTING

LIMESTONE FINISH & SOURCE; MATCH EXISTING

LIMESTONE PANEL JOINTS

04 20 00.B1 AIR SPACE

05 40 00 COLD FORMED METAL FRAMING

05 40 00.A1 COLD FORMED METAL FRAMING STUDS & TRACKS,

3-5/8", 16" O.C.

05 40 00.A2 COLD FORMED METAL FRAMING BOX HEADER

05 40 00.A3 COLD FORMED METAL FRAMING DEFLECTION TRACK,

LEGS W/ 2" VERTICAL SLOTS, INSTALL SCREWS @

CENTER OF SLOTS

05 40 00.A4 COLD FORMED METAL FRAMING STUDS & TRACKS, 6",

16" O.C.

05 40 00.A5 COLD FORMED METAL FRAMING HAT CHANNEL, 7/8",

16" O.C.

05 40 00.A6 COLD FORMED METAL FRAMING STUDS & TRACKS,

2-1/2", 16" O.C.

05 40 00.B1 LIGHT-GAUGE RESILIENT CHANNELS, 1/2", 24" O.C.

PERPENDICULAR TO CFMF STUDS

05 40 00.C1 SEALER GASKETING, CONT., MATCH WIDTH OF TRACK

06 10 00.A1 2x WOOD BLOCKING, INSIDE METAL STUD

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16.A1 SOLID SURFACE COUNTEROP, 1/2" THICK, 4"

BACKSPLASH AGAINST WALLS

06 61 16.B1 SOLID SURFACE WINDOW SILL, 1/2" THICK, EASED

EDGES FOR ALL EXPOSED CORNERS

06 61 16.B2 SOLID SURFACE WINDOW SILL, 1" THICK, EASED

EDGES FOR ALL EXPOSED CORNERS, RETURN

GYPSUM BOARD ON OTHER 3 SIDES

07 21 16.A1 FIBERGLASS SOUND ATTENUATION BLANKET

07 21 16.A2 FIBERGLASS THERMAL BLANKET INSULATION, FILL

STUD SPACE, FRICTION FIT

07 84 00.A1 FIRESTOP SEALANT & CLOSED-CELL ; DEPTH TO BE 1/2

OF WIDTH

07 92 00.A1 INTERIOR LATEX SEALANT, PAINTABLE

07 92 00.A2 EXTERIOR SILICONE SEALANT & CLOSED-CELL

BACKER ROD, COLOR TO BE SELECTED

08 11 13.A1 HOLLOW METAL DOOR FRAME; FULLY ENGAGE WALL

FRAMING IN THROAT

08 11 13.B1 HOLLOW METAL DOOR PANEL

08 44 00.A1 ALL-GLASS INTERIOR OFFICE SYSTEM W/ CLEAR PVC

JOINTS, 1/2" THICKNESS

08 81 00 GLAZING

09 29 00.A1 GYPSUM BOARD, ABUSE-RESISTANT, 5/8" TYPE X

09 29 00.A2 GYPSUM BOARD, GLASS-MAT, MOLD-RESISTANT,

ABUSE-RESISTANT, 5/8" TYPE X

09 29 00.A4 GLASS MAT EXTERIOR SHEATHING, 1/2"

09 29 00.B1 GYPSUM BOARD, RETURN TO WINDOW ALL SIDES

12 24 13.A1 ROLLER WINDOW SHADES, MANUAL

12 24 13.A2 ROLLER WINDOW SHADES, MOTORIZED

SHEETS A103, A104, A603 AND A903 ARE OUTSIDE THE SCOPE

OF THIS PROJECT BUT INCLUDED FOR HISTORICAL REFERENCE.

-2

301-3

-1

307-2

239310-1

-1

310-2

CG CG CG CG

CGCGCG CG

301-2

FEC

-1

-2

-1

250-3

240-2

221C

221B

220C

220B

-12

-2

234-2

239310-1

-1

C G

CG C

C G

301-2

F E

C G

-1

401-1

- PLUMBING CHANGES BASED ON UNKNOWN CONDITION OF CONCEALED WASTE LINES BELOW AREA 300.

BASE BID & ALTERNATES EXPLANATION (SEE SPEC 01 11 00)

BASE BID

ALTERNATE #1

ALTERNATE #2

ALTERNATE #3

- AREA 300 2ND FLOOR, DEMOLITION AND NEW CONSTRUCTION

- AREA 400, DEMOLITION AND NEW CONSTRUCTION - AHU AND EXHAUST FANS, DOORS, STRUCTURAL, ASSOCIATED ELECTRICAL

- REQUIRED 1ST FLOOR WORK UNDER AREA 300 TO FOR EXECUTION OF AREA 300 2ND FLOOR WORK

- RENOVATE AREA 200 LABS AND ONE OFFICE SPACE; CONSTRUCT NEW TELECOM ROOM.

- REQUIRED 1ST FLOOR WORK UNDER AREA 200 TO FOR EXECUTION OF AREA 200 2ND FLOOR WORK

- RENOVATE OFFICES ON THE EAST SIDE OF THE CORRIDOR AND ADJACENT CORRIDOR.

ALTERNATE #4

- PROVIDE AND INSTALL A NEW FLUID COOLER AND CONNECT TO THE AHU ON THE 2ND FLOOR OF AREA 200.

ALTERNATE #5

- PLUMBING CHANGES BASED ON UNKNOWN CONDITION OF CONCEALED WASTE LINES BELOW AREA 200.

A 1-3 1-3

A-3

B-3

C-3

D-3

LABORATORY

STORAGE

STAIR

FREEZER

ROOM

LABORATORY

CORRIDOR

234567

4S5S6S7S

1-3

STAIR

LABORATORY

TISSUE

CULTURE

LABORATORY

FREEZER

ROOM

OFFICE

CORRIDOR

OFFICE

220A

OFFICE

220B

OPEN OFFICE

OFFICE

220C

OFFICE

220D

OFFICE

221A

OFFICE

221B

OPEN OFFICE

OFFICE

221C

OFFICE

221D

STAIR

#3MECHANICAL

ROOM

E A

S T

G R

E E

N H

O U

S E

C E

N T

E R

G R

E E

N H

O U

S E

GROUND-MOUNTED COOLER, PLACED EQUALLY BETWEEN THE EAST AND CENTER GREENHOUSES BELOW

1-3 1-3

A-3

B-3

C-3

D-3

ATTIC SPACE

MECHANICAL

PENTHOUSE

MECHANICAL EQUIPMENT AND ASSOCIATED STRUCTURAL DESIGN

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETEL BAETEL BAETEL BAETE

S HENKS HENKS HENKS HENK

USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM

TJSTJSTJSTJS

M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS

S KASEMANS KASEMANS KASEMANS KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\s s h a n n o n \D o c u m e n ts \0

-A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

:1 :4

A000

BASE BID & ALTERNATE DIAGRAMS

08222.008

SLLSLLSLLSLL

KSSGKSSGKSSGKSSG

SWSSWSSWSSWS

05/27/202205/27/202205/27/202205/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 2- A000 BASE BID & ALTERNATE DIAGRAMS

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

SECOND FLOOR - NEW AREA 300

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

SECOND FLOOR -NEW AREA 200

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

ATTIC PLAN - NEW AREA 400

KEY PLAN

TRUE

NORTH

PLAN

NORTH

BASE BID AND ALTERNATE #1 ARE OUTSIDE SCOPE OF PROJECT

BUT INCLUDED AS HISTORICAL REFERENCE.

BID AS BASE BID

BID AS ALTERNATE #1

BID AS ALTERNATE #2

BID AS ALTERNATE #3

NOTE:

DOOR 301-2 TO BE INCLUDED IN BASE BID

OPENING MUST BE CREATED DURING

DEMOLITION. WORK WITH USDA TO ENSURE

PROPER CONSTRUCTION BARRIER IS IN PLACE

PRIOR TO DEMOLITION TO AVOID DEBRISE IN

NEW FREEZER ROOM.

Sharon.Kaseman Line

Sharon.Kaseman Oval

INCLUDE IN BASE BID

Sharon.Kaseman

F F

G G

E E

D D

C C

B B

A A

3S4S

1-3 1-3

A-3

B-3

C-3

D-3

DEMOLISH CEILINGS AND CEILING COMPONENTS AS NECESSARY TO PERFORM SECOND FLOOR NEW

CONSTRUCTION. AFTER NEW CONSTRUCTION COMPONENTS ARE COMPLETED, INFILL DEMOLISHED

OPENINGS WITH NEW LIKE MATERIALS AND COMPONENTS AT THE RESPECTIVE CEILING PLANES.

NO DEMO

IN STAIR #4

NEW CONSTRUCTION COMPONENTS SHALL NAVIGATE AROUND EXISTING SYSTEMS IN THIS ROOM.

FIRESTOP ALL NEW COMPONENTS THROUGH FLOOR; EXISTING FLOOR PENETRATIONS TO REMAIN AS-IS.

CONSIDER EXISTING PLASTER LID TO BE ASBESTOS CONTAINING

DEMOLISH DUMBWAITER AND ASSOCIATED COMPONENTS

FOR THE ENTIRETY OF THE VERTICAL SHAFT

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETEL BAETEL BAETEL BAETE

S HENKS HENKS HENKS HENK

USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM

TJSTJSTJSTJS

M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS

S KASEMANS KASEMANS KASEMANS KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\s s h a n n o n \D o c u m e n ts \0

-A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

:4 :5

A001

DEMOLITION - 1ST FLOOR

08222.008

SLLSLLSLLSLL

KSSGKSSGKSSGKSSG

SWSSWSSWSSWS

05/27/202205/27/202205/27/202205/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 2- A001 DEMOLITION - 1ST FLOOR

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

FIRST FLOOR - DEMOLITION REFLECTED CEILING

1. CONSIDER ALL CEILINGS ON FIRST FLOOR TO BE ASBESTOS CONTAINING.

2. ALL DEMOLISHED FIRST FLOOR CEILINGS SHALL BE INFILLED WITH ACT SYSTEMS AFTER THE RESPECTIVE ABOVE-CEILING WORK IS COMPLETED.

MATCH HEIGHTS OF ADJACENT OR PREVIOUS CEILING HEIGHTS PER ROOM.

3. REFER TO MECHANICAL DEMOLITION, NEW MECHANICAL DESIGN, ELECTRICAL DEMOLITION, AND NEW ELECTRICAL DESIGN SHEETS FOR

THE ENTIRETY OF THE REQUIRED SCOPE. ALL DEMOLITION LOCATIONS SHOWN HERE INTEND TO CAPTURE THOSE SCOPES, BUT THOSE SCOPES MUST BE VERIFIED IN THEIR ENTIRETY.

4. CONTRACTOR TO COORDINATE DAY-TO-DAY OPERATIONS WITHIN THE FIRST FLOOR SPACES IN RESPECT TO THE WORK.

THESE SPACES ARE INTENDED TO REMAIN OPERATIONAL TO THE FULLEST EXTENT POSSIBLE. NOISE, DUST, AND CONSTRUCTION ACTIVITY

MUST BE CONTROLLED WITH RESPECT TO THE OCCUPANTS.

5. ALL CROSSHATCHED LOCATIONS SHOWN ARE THE MINIMAL SCOPE OF CEILING DEMOLITION. ALL REQUIRED WALL DEMOLITION ASSOCIATED WITH THIS WORK SHALL BE

INCLUDED IN THE EFFORT. CONTRACTOR TO DETERMINE WHETHER THESE BOUNDARIES MUST EXPAND TO EXECUTE THE WORK.

GENERAL 1ST FLOOR RCP DEMO NOTES:

KEY PLAN

TRUE

NORTH

PLAN

NORTH

BELOW

NO DEMOLITION BELOW THE 300 AREA. INFORMATION LISTED FOR HISTORICAL REFERENCE ONLY. SEE SHEET A000 FOR BIDDING LINE ITEMS.

-1

-2

-1

250-3

240-2

310-2

217 2

SECOND FLOOR ONLY

WIDEN OPENING EQUALLY ON BOTH SIDES;

EXISTING LINTELS TO REMAIN

WIDEN OPENING ON NORTH SIDE ONLY

DEMOLISH DUMBWAITER & ALL ASSOCIATED COMPONENTS

FOR ENTIRETY OF HOISTWAY

F F

E E

D D

C C

B B

3S4S

1-3 1-3

A-3

B-3

C-3

D-3

SECOND FLOOR ONLY

DEMOLISH DUMBWAITER & ALL ASSOCIATED COMPONENTS

FOR ENTIRETY OF HOISTWAY

WIDEN OPENING EQUALLY ON BOTH SIDES;

EXISTING LINTELS TO REMAIN

WIDEN OPENING ON NORTH SIDE ONLY

DEMOLISH EXTERIOR WINDOWS AND ALL ASSOCIATED FASTENERS, COMPONENTS, AND SEALANTS

WIDEN OPENING TO THE SOUTH ONLY;

FIELD VERIFY EXTENT OF FEASIBILITY

WIDEN OPENING IN DIRECTIONS THAT

LESSEN DISTURBANCE OF EXISTING SYSTEMS

THAT ARE TO REMAIN IN PLACE;

FIELD VERIFY EXTENT OF FEASIBILITY

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETEL BAETEL BAETEL BAETE

S HENKS HENKS HENKS HENK

USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM

TJSTJSTJSTJS

M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS

S KASEMANS KASEMANS KASEMANS KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\s s h a n n o n \D o c u m e n ts \0

-A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

:2 :3

A002

DEMOLITION - SOUTH AREA 200/300/400

08222.008

SLLSLLSLLSLL

KSSGKSSGKSSGKSSG

SWSSWSSWSSWS

05/27/202205/27/202205/27/202205/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 2- A002 DEMOLITION - SOUTH AREA 200/300/400

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

SECOND FLOOR - DEMOLITION

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

SECOND FLOOR - DEMOLITION REFLECTED CEILING

1. FLOOR FINISHES IN ALL DEMOLISHED SPACES SHALL BE REMOVED.

2. PROTECT ALL EXTERIOR WALLS FROM DEMOLITION ACTIVITIES. REPAIR AFFECTED EXTERIOR WALL MASONRY WITH RECOVERED BLOCK FROM THE DEMOLITION.

3. ALL MECHANICAL, PLUMBING, AND ELECTRICAL SERVICES THAT PASS THROUGH THESE DEMOLISHED SPACES SHALL BE MAINTAINED AND PROTECTED.

4. NOISE AND DUST CONTROL MUST BE MAINTAINED WHERE DETERMINED BY THE DIRECTION OF THE OWNER'S PROJECT MANAGER/ENGINEER.

GENERAL 2ND FLOOR DEMO NOTES:

1. CONSIDER ALL CEILINGS SHOWN IN THIS PLAN TO BE DEMOLISHED IN THEIR ENTIRETY.

2. ASBESTOS-CONTAINING CEILING TILE AND PLASTER ASSEMBLIES ARE CURRENTLY INSTALLED TO THE UNDERSIDE OF THE BOTTOM CHORD OF THE EXISTING ROOF

JOISTS. THESE ASSEMBLIES MUST BE REMOVED IN THEIR ENTIRETY.

3. REFER TO MECHANICAL DEMOLITION, NEW MECHANICAL DESIGN, ELECTRICAL DEMOLITION, AND NEW ELECTRICAL DESIGN SHEETS FOR THE ENTIRETY OF THE REQUIRED SCOPE. THOSE SCOPES MUST BE VERIFIED IN THEIR ENTIRETY.

4. CONTRACTOR TO COORDINATE DAY-TO-DAY OPERATIONS WITHIN THE SECOND FLOOR SPACES IN RESPECT TO THE WORK.

THESE SPACES ARE INTENDED TO REMAIN OPERATIONAL TO THE FULLEST EXTENT POSSIBLE. NOISE, DUST, AND CONSTRUCTION ACTIVITY

MUST BE CONTROLLED WITH RESPECT TO THE OCCUPANTS.

5. DASHED CEILING GRID LINES INDICATE DEMOLISHED CEILING SYSTEMS AND ASSOCIATED COMPONENTS.

GENERAL 2ND FLOOR RCP DEMO NOTES:

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

AREA 400 (ATTIC) PLAN - DEMOLITION

KEY PLAN

TRUE

NORTH

PLAN

NORTH

KEY PLAN

TRUE

NORTH

PLAN

NORTH

KEY PLAN

TRUE

NORTH

PLAN

NORTH

NOTES: NO DEMOLITION IN AREA 400

NO DEMELOITION IN AREA 300

EXCEPT WALLOPENING FOR DOOR

301-2 LOCATED BETWEEN 200 AREA

AND NEW FREEZER ROOM 301.

EXTERIOR WINDOW IN 301 WAS

REPLACED PREVIOUSLY AND SHALL

REMAIN AS EXISTING.

NOTE SHOWN FOR HISTORICAL REFERENCE ONLY,

NOT TO BE INCLUDED IN THIS BID.

NOTE SHOWN FOR HISTORICAL REFERENCE ONLY,

NOT TO BE INCLUDED IN THIS BID.

Sharon.Kaseman Oval

HISTORICAL REFERENCE ONLY

Sharon.Kaseman Oval

HISTORICAL REFERENCE ONLY

Sharon.Kaseman Line

-1

-2

-1

250-3

240-2

221C

221B

220C

220B

-1

234-2

239310-1

-1

C G

CG C

C G

301-2

F E

C G

E E

D D

C C

B B

ACC01

CORRIDOR

LABORATORY

TISSUE

CULTURE

LABORATORY

3S4S

1-3

LABORATORY

STAIR

MECHANICAL

ROOM

CORRIDOR

28 SF

TECHNOLOGY

244 SF

OFFICE

(EXISTING)

99 SF

OPEN OFFICE

99 SF

OPEN OFFICE

95 SF

OFFICE

220A

142 SF

OFFICE

220B

138 SF

OFFICE

220C

89 SF

OFFICE

220D

92 SF

OFFICE

221A

123 SF

OFFICE

221B

143 SF

OFFICE

221C

95 SF

OFFICE

221D

9'-6 7/8" 9'-0"

9'-0 7/8"

9'-6 7/8" 9'-0"

5'-7 1/8" 3'-4 7/8"

6'-0" 3'-0"

5'-4 3/4" 3'-7 1/4"9'-6 7/8"

9'-0"

9'-0 7/8"

9'-0"

A401

A401 12

LABORATORY

FREEZER

ROOM

D B B

F F

F A0

D A

F0F

7/8" 10'-0 7/8" 11'-0 1/16" 9'-11 15/16" 38'-4 7/8" 6'-10 3/4" 8'-2" 7/8"

12'-0 5/8" 6'-5 1/8"

22'-3 11/16" 62'-9 7/16"

1'-9 5/8"

4'-2" 6'-4 7/8"

A402

A102

GC C

F0FF F

3'-0" TALL CGs

G C

C C

A102

3A102

SIM

A102

SIM

A404

A403

W3W3

09 29 00.B1 09 29 00.B1

09 29 00.B1

06 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B2

06 61 16.B1 06 61 16.B1

06 41 16.00 10

06 61 16.A106 41 16.00 10

06 61 16.A1

A402

A403

REINSTALL EXISTING LOUVER

AT NEW WALL SURFACE

A403

48" MAX TO TOP OF

OPERABLE PARTS

FEC

EXTEND TO DECK

UL DESIGN NO. U419

1-HOUR

(WHERE INDICATED)

EXTEND TO

6" ABOVE CEILING

EXTEND TO DECK

UL DESIGN NO. U419

1-HOUR

(WHERE INDICATED)

EXTEND TO

6" ABOVE CEILING

EXTEND TO DECK

EXTEND TO

6" ABOVE CEILING

09 29 00.A1

05 40 00.A1

07 21 16.A1

09 29 00.A1

05 40 00.A1

07 21 16.A1

09 29 00.A1

05 40 00.A4

07 21 16.A1

09 29 00.A1

05 40 00.A1

07 21 16.A1

EXTEND TO DECK

09 29 00.A2

05 40 00.A1

EXTEND TO DECK

09 29 00.A2

05 40 00.A5

EXTEND TO

6" ABOVE CEILING

EXISTING WALL

GAP

EXTEND TO DECK

09 29 00.A1 05 40 00.A6

09 29 00.A1

EXTEND TO

6" ABOVE CEILING;

NO GYP ON CONCEALED SIDE

3/16 1 1/2

EXIST. W12

EXIST. SLAB ON

MTL DECK

NEW CONC. SLAB ON 20 GAUGE 1" THICK

METAL DECK (VULCRAFT 1.0C20 OR

APPROVED EQUAL) REINF. w/ 6X6-

W2.9XW2.9 W.W.F.

MATCH TOP OF SLAB w/ EXIST.

L3x3x1/4 @ 4'-0" O.C. MAX.

VERIFY

5'-6" MAX.

04 20 00.A1 04 20 00.A104 20 00.A2

E S

1/2" 1/2"

SETBACK

07 92 00.A2 07 92 00.A2

ON ALL FOUR SIDES OF ROUGH OPENING

04 20 00.B1

09 29 00.A4

05 40 00.A4

07 21 16.A2

09 29 00.A1

LIMESTONE THICKNESS & LOCATION OF EXISTING SILL SLOPE WILL REQUIRE

SITE VERIFICATION OF EXISTING CONDITIONS; DESIGN MAY NEED SLIGHT

DIMENSIONAL ADJUSTMENT

SELF-ADHERED SHEET

AIR BARRIER; CONTINUE

INTO EXISTING WALLS ON

ALL SIDES AS FEASIBLY

POSSIBLE FOR WEATHER-

TIGHT SEAL

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETEL BAETEL BAETEL BAETE

S HENKS HENKS HENKS HENK

USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM

TJSTJSTJSTJS

M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS

S KASEMANS KASEMANS KASEMANS KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\s s h a n n o n \D o c u m e n ts \0

-A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

:2 :4

A102

FLOOR PLAN - SOUTH AREA 200

08222.008

SLLSLLSLLSLL

KSSGKSSGKSSGKSSG

SWSSWSSWSSWS

05/27/202205/27/202205/27/202205/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 2- A102 FLOOR PLAN - SOUTH AREA 200

04 20 00.A1 EXISTING MASONRY TO REMAIN

04 20 00.A2 NEW LIMESTONE PANELS; MATCH EXISTING LIMESTONE FINISH & SOURCE; MATCH

EXISTING LIMESTONE PANEL JOINTS

04 20 00.B1 AIR SPACE

05 40 00.A1 COLD FORMED METAL FRAMING STUDS & TRACKS, 3-5/8", 16" O.C.

05 40 00.A4 COLD FORMED METAL FRAMING STUDS & TRACKS, 6", 16" O.C.

05 40 00.A5 COLD FORMED METAL FRAMING HAT CHANNEL, 7/8", 16" O.C.

05 40 00.A6 COLD FORMED METAL FRAMING STUDS & TRACKS, 2-1/2", 16" O.C.

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16.A1 SOLID SURFACE COUNTEROP, 1/2" THICK, 4" BACKSPLASH AGAINST WALLS

06 61 16.B1 SOLID SURFACE WINDOW SILL, 1/2" THICK, EASED EDGES FOR ALL EXPOSED

CORNERS

06 61 16.B2 SOLID SURFACE WINDOW SILL, 1" THICK, EASED EDGES FOR ALL EXPOSED

CORNERS, RETURN GYPSUM BOARD ON OTHER 3 SIDES

07 21 16.A1 FIBERGLASS SOUND ATTENUATION BLANKET

07 21 16.A2 FIBERGLASS THERMAL BLANKET INSULATION, FILL STUD SPACE, FRICTION FIT

07 92 00.A2 EXTERIOR SILICONE SEALANT & CLOSED-CELL BACKER ROD, COLOR TO BE

SELECTED

09 29 00.A1 GYPSUM BOARD, ABUSE-RESISTANT, 5/8" TYPE X

09 29 00.A2 GYPSUM BOARD, GLASS-MAT, MOLD-RESISTANT, ABUSE-RESISTANT, 5/8" TYPE X

09 29 00.A4 GLASS MAT EXTERIOR SHEATHING, 1/2"

09 29 00.B1 GYPSUM BOARD, RETURN TO WINDOW ALL SIDES

REF. NOTES:

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

SECOND FLOOR - SOUTH AREA 200

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

LIFE SAFETY

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

WALL TYPES

GENERAL NOTES:

1. ALL PLAN DIMENSIONS ARE TO FACE OF STUD, FACE OF BLOCK, OR OUTSIDE

EDGE OF FRAME UNLESS NOTED OTHERWISE.

2. ALL EXISTING CONDITIONS MUST BE FIELD VERIFIED.

3. ALL EXISTING EXTERIOR WINDOWS WITHIN THE PROJECT SCOPE SHALL

RECEIVE 1" THICK BLACK SOLID SURFACE SILLS. EASED EDGES ON ALL EXPOSED

EDGES. 1/2" CANTILEVERED LIP OVER ADJACENT GYPSUM BOARD FACE.

4. ALL EXISTING EXTERIOR WINDOWS TO HAVE GYPSUM BOARD RETURN INTO

THE ROUGH OPENINGS AT THE JAMBS AND HEADS, TO THE WINDOW FRAMES.

KEY PLAN

TRUE

NORTH

PLAN

NORTH

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

FLOOR INFILL DETAIL

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

PLAN DETAIL - WINDOW INFILL AREA 200

NOTE: REFER TO SHEET A000 FOR BID LINE ITEMS. (PAGE 6 OF DRAWING SET)

DETAILS 1, 2, AND 3 ON SHEET A404 ARE INCLUDED IN THE BASE BID. DETAIL 7 ON SHEET

A404 IS NOT INCLUDED IN THE BASE BID.

-2

301-3

-1

307-2

239310-1

-1

310-2

CG CG CG CG

CGCGCG CG

301-2

FEC

C C

B B

1-3 1-3

A-3

B-3

C-3

D-3

CORRIDOR

STAIR

A401

FREEZER

ROOM

LABORATORY

STORAGE

CORRIDOR

LABORATORY

B A

A A

A B

W2W2

7/8" 11'-5 3/4" 8'-8 3/8" 33'-3 5/8" 9'-3 9/16" 7'-0 15/16" 7/8"

2'-8" 5'-9 5/8" 46'-5 1/8" 5'-7 1/4" 9'-5 1/8" 7/8"

4 1/8" 31'-0 1/16" 30'-8 7/8" 7'-10 1/16" 7/8"

1'-0" 1'-0"

A402

F F

A103

C D

A404

SIM

A404

SIM

A404

SIM

A404

SIM

1'-6 1/2"

1'-5"

1'-9"

2'-6"

A103

06 41 16.00 10

06 61 16.A1

2'-6 3/8" 3'-3 1/2" 3'-8 7/8"

06 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B2

06 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B206 61 16.B2

A402

A403

EXTEND TO DECK

UL DESIGN NO. U419

1-HOUR

(WHERE INDICATED)

EXTEND TO

6" ABOVE CEILING

EXTEND TO DECK

UL DESIGN NO. U419

1-HOUR

(WHERE INDICATED)

EXTEND TO

6" ABOVE CEILING

EXTEND TO DECK

EXTEND TO

6" ABOVE CEILING

09 29 00.A1

05 40 00.A1

07 21 16.A1

09 29 00.A1

05 40 00.A1

07 21 16.A1

09 29 00.A1

05 40 00.A4

07 21 16.A1

09 29 00.A1

05 40 00.A1

07 21 16.A1

EXTEND TO DECK

09 29 00.A2

05 40 00.A1

EXTEND TO DECK

09 29 00.A2

05 40 00.A5

EXTEND TO

6" ABOVE CEILING

EXISTING WALL

GAP

EXTEND TO DECK

09 29 00.A1 05 40 00.A6

09 29 00.A1

EXTEND TO

6" ABOVE CEILING;

NO GYP ON CONCEALED SIDE

S E

E S

C H

E D

U L E

SEE SCHEDULE

S E

E S

C H

E D

U L E

SEE SCHEDULE

6" 6"

HM : F HM : HG

G-2

HM : F1

SCHEDULE

SEE 2"

S E

E S

C H

E D

U L E

HM : F7

G-1

S E

E S

C H

E D

U L E

SCHEDULE

SEE

1'-0" 2"

G-2

48" MAX TO TOP OF

OPERABLE PARTS

FEC

6'-6"

G-3

5'-6"

G-3

A403

5'-0"

G-1

G-3

4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

08 44 00.A108 44 00.A1

A403

SETBACK

ON ALL FOUR SIDES OF ROUGH OPENING

LIMESTONE THICKNESS & LOCATION OF EXISTING SILL SLOPE WILL REQUIRE

SITE VERIFICATION OF EXISTING CONDITIONS; DESIGN MAY NEED SLIGHT

DIMENSIONAL ADJUSTMENT

SELF-ADHERED SHEET

AIR BARRIER; CONTINUE

INTO EXISTING WALLS ON

ALL SIDES AS FEASIBLY

POSSIBLE FOR WEATHER-

TIGHT SEAL

1/2" 1/2"

04 20 00.A1 04 20 00.A1

04 20 00.A2

04 20 00.B1

09 29 00.A4

05 40 00.A1

07 21 16.A2

09 29 00.A1

07 92 00.A2 07 92 00.A2

/8 "2

WIDTH OF BOARD INSULATION, CONTINUE TO 8'-0" AFF

3'-4 5/8"

07 21 16.B1 07 21 16.B1

EYEWASH PLUMBING TO EXIST WITHIN THIS FRAMING

GYPSUM BOARD TO CONTINUE AS SHOWN

PROJECT NO.:

NO. DATE BY DESCRIPTION

REVISIONS

L BAETEL BAETEL BAETEL BAETE

S HENKS HENKS HENKS HENK

USDAUSDAUSDAUSDAAAAA----E FIRME FIRME FIRME FIRM

TJSTJSTJSTJS

M McWILLIAMSM McWILLIAMSM McWILLIAMSM McWILLIAMS

S KASEMANS KASEMANS KASEMANS KASEMAN

USDA

REAL PROPERTY

SAFETY & HEALTH

AREA ENGINEER

DRAWN BY

CHECKED BY

DESIGNER

PROJECT MANAGER

EPM

PROJECT NO.

DATE

SHEET

Service Research Agricultural

FACILITIES ENGINEERING SECTION

PLAINS AREA

2150 CENTRE AVE., BLDG D, SUITE 330

FT. COLLINS, CO 89526-8119

U S D A

U s e r s

\s s h a n n o n \D o c u m e n ts \0

-A

R C

H R s s h a n n o n s c h e m m e r.

c o m .r v t

:0 :5

A103

FLOOR PLAN - SOUTH AREA 300

08222.008

SLLSLLSLLSLL

KSSGKSSGKSSGKSSG

SWSSWSSWSSWS

05/27/202205/27/202205/27/202205/27/2022

ETSARC 2ND FLOOR SOUTH BRL RENOVATION

USDA ARS

1616 ALBRECHT BOULEVARD

FARGO, ND 58102

ISSUED FOR

CONSTRUCTION

08222008- 2- A103 FLOOR PLAN - SOUTH AREA 300

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

SECOND FLOOR - SOUTH AREA 300

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

WALL TYPES

04 20 00.A1 EXISTING MASONRY TO REMAIN

04 20 00.A2 NEW LIMESTONE PANELS; MATCH EXISTING LIMESTONE FINISH & SOURCE; MATCH

EXISTING LIMESTONE PANEL JOINTS

04 20 00.B1 AIR SPACE

05 40 00.A1 COLD FORMED METAL FRAMING STUDS & TRACKS, 3-5/8", 16" O.C.

05 40 00.A4 COLD FORMED METAL FRAMING STUDS & TRACKS, 6", 16" O.C.

05 40 00.A5 COLD FORMED METAL FRAMING HAT CHANNEL, 7/8", 16" O.C.

05 40 00.A6 COLD FORMED METAL FRAMING STUDS & TRACKS, 2-1/2", 16" O.C.

06 41 16.00 10…

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File details come from the government source that posted it. Updated Aug 4, 2023.