Attachment__2__140818_-_DRAWINGS_-_USDA_GF_Partial_Exterior_Facade_Renovation20140819.pdf

2nd Ave N

N C o lu m b ia

R d

University Ave

N th

S t

USDA Human Nutrition Research

Center

A B C D F G H

IE

WEST

WING

EAST

WING

PROJECT AREAS

J L

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

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GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

COVER SHEET

Project Number

DSS

VGD

08/18/14

VGD

GRAND FORKS HUMAN NUTRITION RESEARCH

LABORATORY PARTIAL EXTERIOR FACADE RENOVATION

1 35

000-GENERAL

001 COVER SHEET

A0.10 GENERAL NOTES & SYMBOLS

A0.11 ABBREVIATIONS

100-DEMO

A1.0.01 DEMO - PHASE 1

A1.0.02 DEMO - PHASE 2

A1.0.03 DEMO - PHASE 3

A1.0.04 DEMO - PHASE 4

A1.0.05 DEMO - PHASE 5

200-PLANS

A2.0.00 OVERALL - PHASING

A2.1.01 PROPOSED PLAN - PHASE 1 - LEVEL 1

A2.1.02 PROPOSED PLAN - PHASE 1 - LEVEL 2

A2.1.03 PROPOSED PLAN - PHASE 1 - LEVEL 3

A2.1.04 PROPOSED PLAN - PHASE 1 - ROOF

A2.2.01 PROPOSED PLAN - PHASE 2 - LEVEL 1

A2.2.02 PROPOSED PLAN - PHASE 2 - LEVEL 2

A2.2.03 PROPOSED PLAN - PHASE 2 - LEVEL 3

A2.3.02 PROPOSED PLAN - PHASE 3 - LEVEL 2

A2.3.03 PROPOSED PLAN - PHASE 3 - LEVEL 3

A2.4.01 PROPOSED PLAN - PHASE 4 - LEVEL 1

A2.4.02 PROPOSED PLAN - PHASE 4 - LEVEL 2

A2.4.03 PROPOSED PLAN - PHASE 4 - LEVEL 3

A2.4.04 PROPOSED PLAN - PHASE 4 - LEVEL 4

A2.5.01 PROPOSED PLAN - PHASE 5 - PLAN, SECTION,

ELEVATION

300-ELEVATIONS & SECTIONS

A3.0.00 OVERALL - DEMO - WALL SECTIONS

A3.1.00 PROPOSED - PHASE 1 - ELEVATIONS

A3.1.01 PROPOSED - PHASE 1 - ELEVATIONS

A3.1.02 PROPOSED - PHASE 1 - WALL SECTIONS

A3.2.00 PROPOSED - PHASE 2 - ELEVATIONS

A3.2.02 PROPOSED - PHASE 2 - WALL SECTIONS

A3.3.00 PROPOSED - PHASE 3 - ELEVATIONS

A3.3.02 PROPOSED - PHASE 3 - WALL SECTIONS

A3.4.00 PROPOSED - PHASE 4 - ELEVATIONS

A3.4.02 PROPOSED - PHASE 4 - WALL SECTIONS

800-DETAILS

A8.0.00 DETAILS

A8.0.01 DETAILS

DRAWING INDEX

VICINITY MAP BUILDING REFERENCE PLAN CONTACTS

U.S. DEPARTMENT OF AGRICULTURE

AGRICULTURAL RESEARCH SERVICE

ARCHITECT

IRON HORSE ARCHITECTS

475 17TH STREET, SUITE 720

DENVER, CO 80202

PHONE: 720-763-8068

DATE

08/18/2014

DRAWING ISSUE

ISSUE

CONSTRUCTION DOCUMENTS

CLIENT

USDA CONTRACTING OFFICE 2150 CENTRE AVENUE

BUILDING D, SUITE 310

FORT COLLINS, CO 80526

GREG GRAHAM

PHONE: 970-492-7035

08/18/14 CONSTRUCTION DOCUMENTS

EXTERIOR ENCLOSURE SPECIALIST

MERRICK & COMPANY

5750 GREENWOOD VILLAGE, CO 80111

BOB HUSTON

PHONE: 303-751-0741

REV DATE

CONSTRUCTION SYMBOLS

A6.05

A6.05

A6.05

A101

Ref

A6.05

A101

1 1

A101

Ref

E7.4

BUILDING SECTION

DETAIL NUMBER, TYP

SHEET NUMBER, TYP

WALL SECTION

DETAIL NUMBER

SHEET NUMBER

DETAIL VIEW

DETAIL NUMBER

SHEET NUMBER

ENLARGED PLAN OR CALLOUT

DETAIL NUMBER

SHEET NUMBER

INTERIOR ELEVATION

DETAIL NUMBER, TYP

SHEET NUMBER

EXTERIOR ELEVATION

DETAIL NUMBER

SHEET NUMBER

COLUMN GRID

LEVEL 1

100' - 0"

ELEVATION MARKERS

FINISH FLOOR ELEVATION

LEVEL NAME

112' - 3"

SPOT ELEVATION

ELEVATION

ROOM NAME

1i

1t

99 99 99

ROOM NAME

ROOM NUMBER

ROOM TAG

DOOR TAG

WALL TAG

WINDOW TAG

SHEET KEYNOTE

REFERENCE KEYNOTE

2' 4'0' 16'8'8'

DRAWING NUMBER

SHEET NUMBER

GRAPHIC SCALE

NORTH ARROW

SHEET SYMBOLS

FINISH SYMBOLS

? FLOOR FINISH

? WALL FINISH

? WALL BASE FINISH

? SPECIAL FINISH

REVISION TAG1

STANDARD MATERIALS

ALUMINUM

BRICK

CONCRETE

CONCRETE MASONRY

EARTH

GLASS

GRAVEL

GYPSUM BOARD

INSULATION (BATT)

INSULATION (RIGID)

INSULATION (SPRAY)

PLASTER

PRE-CAST CONCRETE

SAND OR GROUT

STONE

FIRESAFING

STEEL

WOOD (FINISHED)

WOOD (CONTINUOUS MEMBER)

VIEW SCALE

VIEW NAME1

A101

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION

OF ALL PARTITIONS, OPENINGS, EQUIPMENT, ETC.

2. LARGER SCALE DRAWINGS AND DETAILS HAVE PRIORITY OVER SMALLER SCALE

DRAWINGS.

3. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR

CONFLICTS IN THE DRAWINGS AND/OR SPECIFICATIONS, REQUEST AND RECEIVE

AN INTERPRETATION OR CLARIFICATION BEFORE PROCEEDING WITH

CONSTRUCTION.

4. CONTRACTOR SHALL VERIFY FIELD CONDITIONS BEFORE PROCEEDING WITH

CONSTRUCTION.

5. COORDINATE PHASED DEMOLITION WITH PHASED NEW WORK AS IDENTIFIED ON

THE DRAWINGS.

DEMOLITION NOTES

1. REMOVE AND PRESERVE DESIGNATED DOORS AND FRAMES, DUCTWORK, ELECTRICAL DEVICES, CONDUIT, WIRING DEVICES, LIGHTING FIXTURES, COMPONENTS, BUILDING EQUIPMENT, AND

FIXTURES FOR REINSTALLATION AS REQUIRED FOR NEW WORK. EXISTING FACILITY TO REMAIN

FULLY OPERATIONAL DURING CONSTRUCTION; COORDINATE ANY REMOVAL AND RE-

INSTALLATION OF BUILDING COMPONENTS WITH LOCATION FACILITY MANAGER.

2. REMOVE ABANDONED DUCTWORK, ELECTRICAL DEVICES AND CONDUIT, WIRING DEVICES, LIGHT

FIXTURES FROM ALL AREAS, EXCEPT WHERE OTHERWISE INDICATED ON THE DRAWINGS.

COORDINATE REMOVAL OF ANY ABANDONED ITEMS WITH LOCATION FACILITY MANAGER.

3. EXISTING FACILITY TO REMAIN FULLY OPERATIONAL DURING CONSTRUCTION. PROVIDE

TEMPORARY PARTITIONS, BARRICADES, GUARDRAILS, AND LIGHTING TO SECURE WORK AREAS;

CONTAIN DUST, SMOKE, FUMES, ETC. AND TO PROTECT AND ALLOW CONTINUED BUILDING

OCCUPANCY BY OWNER, TENANT, OTHER TENANTS, AND WORKERS. UPON COMPLETION,

REMOVE TEMPORARY PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT

SURFACES.

4. THE ARCHITECT SHALL NOT BE HELD LIABLE FOR ANY HAZARDOUS MATERIALS ON THE JOBSITE.

IF ASBESTOS, OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION,

THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR

FURTHER INSTRUCTIONS BEFORE PROCEEDING.

5. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ALL UTILITIES DETERMINED IN

COURSE OF CONSTRUCTION AS BEING NECESSARY TO BE REMOVED WHICH HAVE NOT

OTHERWISE BEEN NOTED FOR REMOVAL IN THE CONSTRUCTION DOCUMENTS. CONTRACTOR

SHALL REMOVE SUCH UTILITIES ONLY AFTER CONSULTATION WITH THE ARCHITECT AND OWNER.

WHETHER PREDETERMINED IN THE CONSTRUCTION DOCUMENTS, OR DETERMINED LATER IN THE

FIELD, DISCONNECT, CUT BACK TO SOURCE, AND CAP ALL UTILITY SERVICES REMOVED. SEAL ALL

PENETRATIONS CREATED BY REMOVAL OF UTILITIES TO MATCH ADJACENT CONSTRUCTION AND

FINISHES.

6. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS PERTAINING

TO SAFETY OF PERSONS, PROPERTY, AND ENVIRONMENTAL PROTECTION.

7. DO NOT INTERFERE WITH USE OF ADJACENT BUILDINGS; MAINTAIN FREE AND SAFE PASSAGE TO

AND FROM. EXISTING FACILITY TO REMAIN FULLY OPERATIONAL DURING CONSTRUCTION.

8. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE

CLIENT OR OWNER.

9. REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE CONTRACT

AREAS AND SITE CLEAN, ORDERLY, AND IN A CONDITION ACCEPTABLE FOR NEW OR OTHER

CONSTRUCTION.

10. THE INTENT OF THE CONTRACT DOCUMENTS DEMOLITION IS TO REMOVE ALL NONSTRUCTURAL

ITEMS FROM THE INDICATED FACADES DOWN TO THE METAL STRUCTURAL FRAMING, UNLESS

OTHERWISE NOTED.

11. DEMOLITION, AS SHOWN ON THE DRAWINGS, SHALL BE REVIEWED ON SITE WITH THE CLIENT'S

PROJECT MANAGER REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF THE WORK IN

ACCORDANCE WITH SPECIFICATIONS.

12. PROTECT ALL ITEMS AND FINISHES THAT ARE TO REMAIN OR BE RE-USED IN ACCORDANCE WITH

A PROTECTION PLAN TO BE REVIEWED AND APPROVED BY AN ARCHITECT. PATCH, REPAIR,

AND/OR REFINISH ANY AREAS TO REMAIN THAT ARE AFFECTED BY DEMOLITION SO THAT THEY

ARE CONTINUOUS, SMOOTH, AND MATCH ADJACENT FINISH.

13. REMOVE AND REATTACH FIXTURES ATTACHED TO WALL AS REQUIRED FOR DEMOLITION AND

NEW WORK, INCLUDING BUT NOT LIMITED TO COMPONENTS, BUILDING EQUIPMENT, DUCTWORK,

ELECTRICAL DEVICES AND CONDUIT, DOOR OPENERS, LIGHTS, ALARMS, AND SIGNS.

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

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/1

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GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

GENERAL NOTES & SYMBOLS

Project Number

DSS

VGD

08/18/14

VGD

A0.10 2 35

08/18/14 CONSTRUCTION DOCUMENTS

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

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GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

ABBREVIATIONS

Project Number

DSS

VGD

08/18/14

VGD

A0.11 3 35

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPD&S TOILET PAPER DISPENSER & SHELF

TPH TOILET PAPER HOLDER

TPTN TOILET PARTITION

TR TREADS

TRK TRACK

TS TUBE STEEL, TRANSITION (FLOORING)

TSTAT THERMOSTAT

TV TELEVISION

TWC TEXTILE WALL COVERING

TYP TYPICAL

U

UC UNDER COUNTER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORY, INC.

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V

V VOLT, VACUUM (OUTLET)

VAP VAPOR

VAR VARIABLE, VARNISH, VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VENT VENTILATION, VENTILATE, VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VFVI VENDOR FURNISHED VENDOR

INSTALLED

VG VERTICAL GRAIN

VIB VIBRATION

VIF VERIFY IN FIELD

VNR VENEER

VOL VOLUME

VP VENEER PLASTER

VWC VINYL WALL COVERING

W

W WATTS, WIDE, WEST, WASTE, WATER

W/ WITH

W/O WITHOUT

WB WHITE BOARD, WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WF WIDE FLANGE (STEEL). wOOD FLOORING

WG WALL GRILL

WGL WIRE GLASS

WH WALL HUNG

WK WORK

WL WATER LINE

WP WATERPROOF, WEATHERPROOF

WPM WATERPROOF MEMBRANE

WPNL WOOD PANELING

WR WASTE RECEPTACLE, WATER

REPELLANT, WATER RESISTANT

WRB WARDROBE

WS WOOD SCREW, WATERSTOP,

WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT, WATERTIGHT, WINDOW

TREATMENT

WWF WELDED WIRE FABRIC

Y

YD YARD, YARD DRAIN

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RCWY RACEWAY

RD ROOF DRAIN, ROAD

REC RECESS, RECEIVING

RECEPT RECEPTACLE, RECEPTION

RECIRC RECIRCULATION

RECT RECTANGULAR

REF REFERENCE, REFRIGERATOR

REG REGULATOR, REGLET, REGISTER

REINF REINFORCE(D)(ING)

REQD REQUIRED

RES RESINOUS (WALL OR FLOORING)

RESIL RESILIENT

RET RETURN

REV REVERSE, REVISE, REVISION

RF RADIO FREQUENCY

RFG ROOFING

RH RIGHT HAND, ROOF HATCH

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RRL RUB RAIL

RSD RECESSED SOAP DISH

RWL RAINWATER LEADER

S

S SOUTH

SAN SANITARY

SB SPLASH BLOCK

SC SOLID CORE, SHADING COEFFICIENT

SCD SEAT COVER DISPENSER

SCF STATIC CONTROL FLOORING

SCHED SCHEDULE

SCONC SEALED CONCRETE

SCR SHOWER CURTAIN ROD

SD SOAP DISPENSER, SOAP DISH, STORM

DRAIN, SMOKE DETECTOR

SE SELF EDGE

SECT SECTION

SF SQUARE FEET

SFP SPRAY-ON FIREPROOFING

SG SHARPS GUARD

SGL SINGLE

SH SHADE

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SHV SHELVING

SIM SIMILAR

SK SINK, SKETCH

SKLT SKYLIGHT

SLNT SEALANT

SLR SEALER

SM SHEET METAL, SMALL

SND SANITARY NAPKIN DISPENSER

SNW SANITARY NAPKIN WASTE

SP STANDPIPE

SPC SPECIALTY CEILING

SPCL SPECIAL

SPEC SPECIFICATION, SPECIFIED

SPF SPECIALTY FLOORING

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SPRT SUPPORT

SPS SOLID POLYMER SURFACING

SQ SQUARE

SS SERVICE SINK, STANDING SEAM

SST STAINLESS STEEL

ST STREET, STAIR

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STM STEAM

STN STONE

STOR STORAGE

STR STRAIGHT, STRIKE, STRINGER

STRUCT STRUCTURE, STRUCTURAL

SUBFL SUBFLOOR(ING)

SURF SURFACE

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMBOL

SYMM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T

T TOP, TRAD, TELEPHONE (OUTLET),

TEMPERED GLASS

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR, TACK BOARD

TEL TELEPHONE

TEMP TEMPERATURE, TEMPORARY

TER TERRAZZO

TG TEMPERED GLASS

THK THICK(NESS)

THRES THRESHOLD

THRU THROUGH

TKBD TACKBOARD

TML TERMINAL

TMPD TEMPERED

TO... TOP OF...

TOC TOP OF CURB, TOP OF CONCRETE

TOIL TOILET

TOL TOLERANCE

TOP TOPPING

TOS TOP OF STEEL, TOP OF SLAB

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MOD MODULAR, MODIFIED, MODIFICATION,

MODEL

MON MONITOR

MOT MOTOR

MS MACHINE SCREW, MOP SINK

MT MOUNT

MTD MOUNTED

MTG MOUNTING, MEETING

MTL METAL

MULL MULLION

N

N NORTH

NA NOT APPLICABLE

NEG NEGATIVE

NFPA NATIONAL FIRE PROTECTION ASS

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NUMBER

NOM NOMINAL

NON-COMB NON-COMBUSTIBLE

NRC NOISE REDUCTION COEFFICIENT

NS NON SLIP

NTS NOT TO SCALE

O

OA OVERALL, OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER, OUTSIDE

DIMENSION

OF OUTSIDE FACE

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD, OVERHANG

OPER OPERATING

OPH OPPOSITE HAND

OPN(G) OPEN(ING)

OPP OPPOSITE

OZ OUNCE

P

P PHONE, POWER (OUTLET)

P-TUBE PNEUMATIC TUBE

P/THRU PASS-THROUGH

PA PUBLIC ADDRESS

PASS PASSENGER

PAT PATTERN(ED)

PAV PAVILION

PB PANIC BAR, PUSH BUTTON, PEGBOARD

PBD PARTICLE BOARD

PC PULL CHAIN

PCC PRECAST CONCRETE

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PRECAST CONCRETE PANEL

PED PEDESTAL

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PLATE GLASS

PH PHASE

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLEX PLEXIGLASS

PLYWD PLYWOOD

PNL(G) PANEL(ING)

PNT PAINT(ED)

POL POLISHED

PORT PORTABLE

PP PUSH PLATE

PR PAIR

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PRESS PRESSURE

PROJ PROJECT(ION)

PROP PROPERTY

PROT PROTECTIVE

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PRESSURE TREATED

PTC PUBLIC TRANSIT CENTER

PTD PAPER TOWL DISPENSER

PTDR PAPER TOWL DISPENSER &

RECEPTACLE

PTN PARTITION

PTR PRINTER

PTS PNEUMATIC TUBE STATION

PVC POLYVINYL CHLORIDE

PVG PAVING

PWC PROTECTIVE WALL COVERING

PWR POWER

Q

QT QUARRY TILE, QUART

QTR QUATER

QTY QUANTITY

R

R RADIUS, RISER

R&S ROD AND SHELF

RAD RADIATOR

RADN RADIATION

GKT GASKET

GL GLASS, GLAZING, GLAZED

GLI GLASS (INTERIOR)

GLU LAM GLUE LAMINATED

GND GROUND

GOVT GOVERMENT

GR GRANITE

GT GROUT

GWB GYPSUM WALLBOARD

GWB/PNT GYPSUM WALLBOARD PAINTED

GYP GYPSUM

H

H HIGH, HEIGHT

HB HOSE BIB

HC HOSE CABINET, HOLLOW CORE

HD HAND DRYER

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEX HEXAGONAL

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER, HIGH PRESSURE, HIGH

POINT

HPC HIGH PERFORMANCE COATING

HR HOUR

HRL HANDRAIL

HS HOOK STRIP, HIGH STRENGTH

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATION / AIR

CONDITIONING

HVC HOSE VALVE CABINET

HW HOT WATER, HARDWARE

HWY HIGHWAY

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ICB INTEGRAL COVER BASE

ID INSIDE DIAMETER, INSIDE DIMENSION,

IDENTIFICATION

IE INVERT ELEVATION, THAT IS

IN INCH

INCAND INCANDESCENT

INCL INCLUDE(ING)

IND INDUSTRIAL

INFO INFORMATION

INL INLET

INSTL INSTALLATION, INSTALL

INSUL INSULATE(D)(ING)(ION)

INT INTERIOR

INTER INTERSECTION, INTERMEDIATE

INV INVERT

ISOL ISOLATION

J

J-BOX JUNCTION BOX

JAN JANITOR

JT JOINT

K

KO KNOCK OUT

KPL KICK PLATE

KS KNEE SPACE

L

L LEAD

L&P LATH AND PLASTER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB LAG BOLT, POUND

LBR LUMBER

LF LINEAR FOOT

LIN LINEAR

LKR LOCKER

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LTWT LIGHT WEIGHT

LV LABORATORY VACUUM, LOW VOLTAGE

LVR LOUVER

M

M&S MIRROR AND SHELF

MACH MACHINE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT, MARKER BOARD

MBL MARBLE

MBR MEMBER

MC MEDICINE CABINET, MINERAL CORE

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MGR MANAGER

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

DEG DEGREE

DEMO DEMOLISH, DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIAG DIAGONAL

DIAM DIAMETER

DIFF DIFFUSER, DIFFERENCE

DIM DIMENSION

DIR DIRECTOR, DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVISION, DIVIDER

DL DEAD LOAD

DN DOWN

DO DITTO

DPG DECORATIVE PLASTIC GLAZING

DR DOOR, DRAIN, DRIVE

DS DOWNSPOUT

DSPL DISPOSAL

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

DX DUPLEX

E

E EAST, ELECTRICAL (OUTLET)

EA EACH

EG END GUARD

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

EL ELEVATION (GRADE)

ELEC ELECTRIC(AL)

ELEV ELEVATOR, ELEVATION

ELIM ELIMINATE

EM ENTRY MAT

EMER EMERGENCY

EMP EMERGENCY POWER

ENAM ENAMEL(ED)

ENCL ENCLOSED, ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EPOX EPOXY FLOORING

EPOX PNT EPOXY PAINT

EPRF EXPLOSION PROOF

EQ EQUAL, EARTHQUAKE

EQJ EARTHQUAKE JOINT

EQUIP EQUIPMENT

ESCR ESCALATOR

EST ESTIMATE

ETC ET CETERA

EW EYE WASH, EACH WAY

EWC ELECTRIC WATER COOLER

EX EXISTING

EXAM EXAMINATION

EXC EXCAVATED, EXCAVATION, EXCAVATE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED, EXPANSION

EXP BT EXPANSION BOLT

EXT EXTERIOR

F

F FAHRENHEIT, FILE DRAWER

F TO F FACE TO FACE

FA FIRE ALARM

FAB FABRICATE, FABRICATOR, FABRIC

FACIL FACILITY

FB FLAT BAR

FBD FIBERBOARD

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FH FIRE HYDRANT, FUME HOOD, FLAT HEAD

FHC FIRE HOSE CABINET

FHEC FIRE HOSE AND EXTINGUISHER CABINET

FIN FINISH(ED)

FL FLOOR LINE, FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR(ING)

FLUOR FLUORESCENT

FO... FACE OF...

FP FIREPROOF(ING) FULL PENETRATION

FR FRAME

FREQ FREQUENCY

FRMG FRAMING

FRTW FIRE RETARDANT TREATED WOOD

FS FULL SIZE, FLOOR SINK

FSS FOLDING SHOWER SEAT

FT FOOT, FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

FWC FABRIC WALL COVERING

G

G GAS (OUTLET)

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZE(D)

GALV STL GALANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GFRP GLASS FIBER REINFORCED PLASTER

A

AB ANCHOR BOLT

AC ALTERNATING CURRENT

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN, ACCESS DOOR

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDM ADDENDUM

ADDN ADDITION

ADJ ADJUSTABLE / ADJACENT

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

AFP ACOUSTIC FABRIC PANEL

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ALT ALTERNATE, ALTERATION

ALUM ALUMINUM

AMP AMPERES

AMPL AMPLIFIER

ANCH ANCHOR

ANOD ANODIZER

AP ACCESS PANEL

APPVD APPROVED

APROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ASST ASSIST(ANT)

ASSY ASSEMBLY

AST ASTRAGAL

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVE AVENUE

AVG AVERAGE

AWC ACOUSTIC WALL PANEL

B

BAL BALANCE

BCS BABY CHANGING STATION

BD BOARD

BITUM BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLK(G) BLOCK(ING)

BLKT BLANKET

BLVD BOULEVARD

BM BENCHMARK, BEAM

BO BOTTOM OF

BOT BOTTOM

BRKT BRACKET

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BUR BUILT UP ROOFING

BW BOTTOM OF WALL, BOTH WAYS

C

CAB CABINET

CAP CAPACITY

CB CATCH BASIN, CHALKBOARD

CCTV CLOSED CIRCUIT TV

CD CUP DISPENSER

CER CERAMIC

CFCI CONTRACTOR FURNISHED &

CONTRACTOR INSTALLED

CG CORNER GUARD, CENTER OF GRAVITY

CH COAT HOOK

CHEM CHEMICAL, CHEMISTRY

CIP CAST IN PLACE (CONCRETE)

CIR CIRCLE

CIRC CIRCULATION

CJ CONTROL JOINT

CL CENTERLINE, CLEARANCE

CLG CEILING

CLO CLOSET

CLR CLEAR, COLOR

CLS CLOSER

CMPTR COMPUTER

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION, COMBUSTIBLE

COMM COMMUNICATION

COMP COMPOSITE(ION), COMPOSED

COMP COMPRESS(ED)(ION),

COMPACT(OR)(ED)(ION)

CONC CONCRETE

COND CONDUIT, CONDITION

CONF CONFERENCE

CONN CONNECT(ION)

CONST CONSTRUCTION

CONT CONTINUE, CONTINUOUS

CONTR CONTRACTOR

CONV CONVENTIONAL, CONVECTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CPTT CARPET TILE

CRL CHAIR RAIL

CRS COLD ROLLED STEEL

CSK COUNTERSUNK, COUNTERSINK

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CTRL CONTROL

CU CUBIC

CW COLD WATER, CLOCKWISE

CY CUBIC YARD

D

D DEEP, DATA (OUTLET)

DB DECIBEL

DBL DOUBLE

A B C D F G H

IE

A3.0.00

163156

TYP

164164

168101

A B C D F G H

IE

A3.0.00

A B C D F G H

IE

A3.0.00

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

ISOMETRIC DEMOLITION LEGEND

PREVIOUSLY COMPLETED

PHASE(S)

DEMO THIS PHASE

EXISTING TO REMAIN

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:1

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

DEMO - PHASE 1

Project Number

DSS

VGD

08/18/14

VGD

A1.0.01 4 35A1.0.01

DEMO - PHASE 1 - ISOMETRIC5

1/16" = 1'-0"A1.0.01

DEMO PLAN - PHASE 1 - LEVEL 11

1/16" = 1'-0"A1.0.01

DEMO PLAN - PHASE 1 - LEVEL 22

1/16" = 1'-0"A1.0.01

DEMO PLAN - PHASE 1 - LEVEL 33

SHEET KEY NOTES

101 DEMO EXISTING THIN BRICK VENEER, RIGID INSULATION, AND BATT INSULATION (WHERE OCCURS). VERIFY CONDITION OF

EXISTING METAL FRAMING TO REMAIN

156 EXISTING METAL PANELS TO REMAIN. REFINISH TO MATCH EXISTING METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW WORK

163 EXISTING LOUVER TO REMAIN. REFINISH TO MATCH ADJACENT METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW WORK

164 EXISTING STOREFRONT DOOR AND SIDELITE FILLER PANEL TO TO BE RELOCATED. SIDELITE FILLER PANEL TO RELOCATE TO EAST JAMB TO SHIFT ENTRANCE DOOR TO EAST TO MAKE ROOM FOR NEW METAL WALL PANEL ASSEMBLY

168 EXISTING BRICK VENEER SITE WALL TO REMAIN

IE

A3.0.00

A3.0.00 101101

A B C D F G H

IE

A3.0.00

A3.0.00 101101154

TYP

A B C D F G H

IE

A3.0.00

A3.0.00 101101154

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

ISOMETRIC DEMOLITION LEGEND

PREVIOUSLY COMPLETED

PHASE(S)

DEMO THIS PHASE

EXISTING TO REMAIN

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:2

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

DEMO - PHASE 2

Project Number

DSS

VGD

08/18/14

VGD

A1.0.02 5 35A1.0.02

DEMO - PHASE 2 - ISOMETRIC4

1/16" = 1'-0"A1.0.02

DEMO PLAN - PHASE 2 - LEVEL 11

1/16" = 1'-0"A1.0.02

DEMO PLAN - PHASE 2 - LEVEL 22

1/16" = 1'-0"A1.0.02

DEMO PLAN - PHASE 2 - LEVEL 33

SHEET KEY NOTES

101 DEMO EXISTING THIN BRICK VENEER, RIGID INSULATION, AND BATT INSULATION (WHERE OCCURS). VERIFY CONDITION OF

EXISTING METAL FRAMING TO REMAIN

154 EXISTING STRUCTURE SUPPORT WRAPPED IN METAL PANELS TO REMAIN. REFINISH TO MATCH ADJACENT METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW WORK. SEE ALSO DETAIL 2/A8.0.01 FOR TYPICAL METAL PANEL PENETRATION

IE

A3.0.00

A3.0.00

A B C D F G H

IE

A3.0.00

A3.0.00

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

A B C D F G H

IE

A3.0.00

A3.0.00

101101

ISOMETRIC DEMOLITION LEGEND

PREVIOUSLY COMPLETED

PHASE(S)

DEMO THIS PHASE

EXISTING TO REMAIN

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

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:3

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

DEMO - PHASE 3

Project Number

DSS

VGD

08/18/14

VGD

A1.0.03 6 35

A1.0.03

DEMO - PHASE 3 - ISOMETRIC1

1/16" = 1'-0"A1.0.03

DEMO PLAN - PHASE 3 - LEVEL 22

1/16" = 1'-0"A1.0.03

DEMO PLAN - PHASE 3 - LEVEL 33

1/16" = 1'-0"A1.0.03

DEMO PLAN - PHASE 3 - ROOF4

SHEET KEY NOTES

101 DEMO EXISTING THIN BRICK VENEER, RIGID INSULATION, AND BATT INSULATION (WHERE OCCURS). VERIFY CONDITION OF

EXISTING METAL FRAMING TO REMAIN

153 EXISTING WINDOWS TO REMAIN

174 EXISTING MECH EQUIPMENT TO REMAIN. TO BE REFINISHED TO MATCH EXISTING METAL PANEL REFINISHING PT-1 IN PHASE 1

NEW WORK

IE

A B C D F G H

IE

A3.0.00

A B C D F G H

IE

A3.0.00

A B C D

A3.0.00

101101

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

ISOMETRIC DEMOLITION LEGEND

PREVIOUSLY COMPLETED

PHASE(S)

DEMO THIS PHASE

EXISTING TO REMAIN

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:4

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

DEMO - PHASE 4

Project Number

DSS

VGD

08/18/14

VGD

A1.0.04 7 35

A1.0.04

DEMO - PHASE 4 - ISOMETRIC5

1/16" = 1'-0"A1.0.04

DEMO PLAN - PHASE 4 - LEVEL 11

1/16" = 1'-0"A1.0.04

DEMO PLAN - PHASE 4 - LEVEL 22

1/16" = 1'-0"A1.0.04

DEMO PLAN - PHASE 4 - LEVEL 33

1/16" = 1'-0"A1.0.04

DEMO PLAN - PHASE 4 - ROOF4

SHEET KEY NOTES

101 DEMO EXISTING THIN BRICK VENEER, RIGID INSULATION, AND BATT INSULATION (WHERE OCCURS). VERIFY CONDITION OF

EXISTING METAL FRAMING TO REMAIN

157 EXISTING LOADING DOCK DOORS AND JAMBS TO REMAIN. REMOVE EXISTING BUMPERS, LEVELERS, AND ASSOCIATED HARDWARE PRIOR TO WALL VENEER DEMOLITION AND REINSTALL WITH BLOCKING AS REQUIRED WITH NEW METAL SIDING PANELS PER NEW WORK PAHSE 4. REFINISH DOOR PANEL, JAMBS, AND EXISTING HARDWARE TO REMAIN TO MATCH EXISTING

METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW WORK

161 REMOVE EXISTING DUCTWORK AND MECHANICAL EQUIPMENT FOR WALL VENEER DEMO AND REINSTALLED AFTER NEW WORK IS COMPLETE. REFLASH ALL EXISTING WALL PENETRATIONS AND RESEAL DUCTWORK AS REQUIRED

169 EXISTING STOREFRONT VESTIBULE TO REMAIN

J L

171172

J L

172 171

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

ISOMETRIC DEMOLITION LEGEND

PREVIOUSLY COMPLETED

PHASE(S)

DEMO THIS PHASE

EXISTING TO REMAIN

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:4

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

DEMO - PHASE 5

Project Number

DSS

VGD

08/18/14

VGD

A1.0.05 8 35

A1.0.05

DEMO - PHASE 5 - ISOMETRIC1

1/16" = 1'-0"A1.0.05

DEMO PLAN - PHASE 5 - LEVEL 12

1/16" = 1'-0"A1.0.05

DEMO PLAN - PHASE 5 - ROOF PLAN3

SHEET KEY NOTES

101 DEMO EXISTING THIN BRICK VENEER, RIGID INSULATION, AND BATT INSULATION (WHERE OCCURS). VERIFY CONDITION OF

EXISTING METAL FRAMING TO REMAIN

104 DEMO EXISTING THRU WALL SCUPPER, CONDUCTOR HEAD, AND DOWNSPOUT, TO BE REPLACED WITH NEW WORK

105 DEMO EXISTING GUTTER AND DOWNSPOUT. TO BE REPLACED IN NEW WORK.

156 EXISTING METAL PANELS TO REMAIN. REFINISH TO MATCH EXISTING METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW WORK

158 EXISTING MECHANICAL CATWALK TO REMAIN

159 EXISTING ROOF TOP UNIT TO REMAIN

161 REMOVE EXISTING DUCTWORK AND MECHANICAL EQUIPMENT FOR WALL VENEER DEMO AND REINSTALLED AFTER NEW WORK IS COMPLETE. REFLASH ALL EXISTING WALL PENETRATIONS AND RESEAL DUCTWORK AS REQUIRED

162 EXISTING LOUVER TO REMAIN. REFINISH TO MATCH NEW WALL PANELS. PROVIDE NEW FLASHING WITH NEW WORK

171 EXISTING WALL PENETRATION TO REMAIN

172 EXISTING ROOF DRAIN OUTLET TO REMAIN

173 EXISTING DOOR AND FRAME TO REMAIN. COORDINATE REMOVAL AND REINSTALALTION OF SECURE ACCESS KEYPAD WITH LOCATION FACILITIES MANAGER. REFINISH ENTIRE DOOR LEAF, JAMB, AND KEYPAD COVER TO MATCH ADJACENT NEW METAL

PANELS

175 EXISTING MECHANICAL ROOM TO REMAIN. REFINISH TO MATCH EXISTING METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW

WORK

UP

A3.1.00

A3.1.01

A3.1.01

A B C D F G H

IE

A3.1.00

A3.1.02

A3.1.02

A3.1.02

A3.1.02

A3.1.00

156 163

A8.0.00

SIM

A8.0.00

SIM

A8.0.00

TYP

156156

A8.0.00

250 251

A8.0.00

TYP

A8.0.00

TYP

156156156

TYP

168168

153 153 174

A8.0.00

TYP

TYP

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

GENERAL NOTES

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:5

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 1 - LEVEL 1

Project Number

DSS

VGD

08/18/14

VGD

A2.1.01 10 35

1/8" = 1'-0"A2.1.01

PROPOSED PLAN - PHASE 1 - LEVEL 11

103 DEMO EXISTING WINDOW FLASHING SET IN SEALANT

153 EXISTING WINDOWS TO REMAIN

156 EXISTING METAL PANELS TO REMAIN. REFINISH TO

MATCH EXISTING METAL PANEL REFINISHING PT-1 IN

PHASE 1 NEW WORK

157 EXISTING LOADING DOCK DOORS AND JAMBS TO

REMAIN. REMOVE EXISTING BUMPERS, LEVELERS,

AND ASSOCIATED HARDWARE PRIOR TO WALL

VENEER DEMOLITION AND REINSTALL WITH BLOCKING

AS REQUIRED WITH NEW METAL SIDING PANELS PER

NEW WORK PAHSE 4. REFINISH DOOR PANEL, JAMBS,

AND EXISTING HARDWARE TO REMAIN TO MATCH

EXISTING METAL PANEL REFINISHING PT-1 IN PHASE 1

NEW WORK

163 EXISTING LOUVER TO REMAIN. REFINISH TO MATCH

ADJACENT METAL PANEL REFINISHING PT-1 IN PHASE

1 NEW WORK

165 EXISTING DOOR, JAMB, AND HARDWARE TO REMAIN.

REFINISH ENTIRE DOOR LEAF AND JAMB TO MATCH

ADJACENT METAL PANEL REFINISHING PT-1 IN PHASE

1 NEW WORK

167 EXISTING STUCCO FACED COLUMN TO REMAIN

168 EXISTING BRICK VENEER SITE WALL TO REMAIN

174 EXISTING MECH EQUIPMENT TO REMAIN. TO BE

REFINISHED TO MATCH EXISTING METAL PANEL

REFINISHING PT-1 IN PHASE 1 NEW WORK

218 NEW METAL WALL PANEL TRIM, FINISH TO MATCH

NEW METAL WALL PANELS. SEE ALSO ELEVATIONS

AND DETAILS

250 RELOCATED STOREFRONT INFILL PANEL AND

MULLION

251 RELOCATED STOREFRONT ENTRANCE DOOR AND

HARDWARE

A3.1.00

A3.1.01

A3.1.01

A B C D F G H

IE

A3.1.00

A3.1.02

A3.1.02

A3.1.02

A3.1.02

A3.1.00

A8.0.00

SIM

A8.0.00

SIM

A8.0.00

TYP

A8.0.00

TYP

A8.0.00

TYP

156156156

156156

154 154 154 154

156156

A8.0.00

TYP

168168

A8.0.00

SIM

A8.0.00

TYP

TYP

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

GENERAL NOTES

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:5

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 1 - LEVEL 2

Project Number

DSS

VGD

08/18/14

VGD

A2.1.02 11 35

1/8" = 1'-0"A2.1.02

PROPOSED PLAN - PHASE 1 - LEVEL 21

103 DEMO EXISTING WINDOW FLASHING SET IN SEALANT

153 EXISTING WINDOWS TO REMAIN

154 EXISTING STRUCTURE SUPPORT WRAPPED IN METAL

PANELS TO REMAIN. REFINISH TO MATCH ADJACENT

METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW

WORK. SEE ALSO DETAIL 2/A8.0.01 FOR TYPICAL

METAL PANEL PENETRATION

156 EXISTING METAL PANELS TO REMAIN. REFINISH TO

MATCH EXISTING METAL PANEL REFINISHING PT-1 IN

PHASE 1 NEW WORK

167 EXISTING STUCCO FACED COLUMN TO REMAIN

168 EXISTING BRICK VENEER SITE WALL TO REMAIN

218 NEW METAL WALL PANEL TRIM, FINISH TO MATCH

NEW METAL WALL PANELS. SEE ALSO ELEVATIONS

AND DETAILS

A3.1.01

A3.1.01

A B C D F G H

IE

A3.1.00

A3.1.02

A3.1.02

A3.1.02

A3.1.02

A8.0.00

SIM

A8.0.00

TYP

A8.0.00

TYP

156156

A8.0.00

TYP

154 154 154 154 154

156156

A8.0.00

TYP

A8.0.00

SIM

A8.0.00

168168

A8.0.00

SIM

A8.0.00

TYP

A8.0.00

SIM

A8.0.01

TYP

218TYP

GENERAL NOTES

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:5

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 1 - LEVEL 3

Project Number

DSS

VGD

08/18/14

VGD

A2.1.03 12 35

1/8" = 1'-0"A2.1.03

PROPOSED PLAN - PHASE 1 - LEVEL 31

103 DEMO EXISTING WINDOW FLASHING SET IN SEALANT

153 EXISTING WINDOWS TO REMAIN

154 EXISTING STRUCTURE SUPPORT WRAPPED IN METAL

PANELS TO REMAIN. REFINISH TO MATCH ADJACENT

METAL PANEL REFINISHING PT-1 IN PHASE 1 NEW

WORK. SEE ALSO DETAIL 2/A8.0.01 FOR TYPICAL

METAL PANEL PENETRATION

156 EXISTING METAL PANELS TO REMAIN. REFINISH TO

MATCH EXISTING METAL PANEL REFINISHING PT-1 IN

PHASE 1 NEW WORK

168 EXISTING BRICK VENEER SITE WALL TO REMAIN

218 NEW METAL WALL PANEL TRIM, FINISH TO MATCH

NEW METAL WALL PANELS. SEE ALSO ELEVATIONS

AND DETAILS

A3.1.01

A3.1.01

A B C D F G H

IE

A3.1.00

A3.1.02

A3.1.02

A3.1.02

A3.1.02

156156 156156

156156

156 163

156 163

GENERAL NOTES

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

A2.5.01

A2.5.01

A2.5.01

J L

175175

NOTE:

REFINISHING OF ROOF TOP MECHANICAL ROOM AND SECTION

OF SCREEN WALL ON EAST ELEVATION ARE PART OF PHASE

1 REFINISHING

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:5

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 1 - ROOF

Project Number

DSS

VGD

08/18/14

VGD

A2.1.04 13 35

1/8" = 1'-0"A2.1.04

PROPOSED PLAN - PHASE 1 - ROOF1

156 EXISTING METAL PANELS TO REMAIN. REFINISH TO

MATCH EXISTING METAL PANEL REFINISHING PT-1

IN PHASE 1 NEW WORK

161 REMOVE EXISTING DUCTWORK AND MECHANICAL

EQUIPMENT FOR WALL VENEER DEMO AND

REINSTALLED AFTER NEW WORK IS COMPLETE.

REFLASH ALL EXISTING WALL PENETRATIONS AND

RESEAL DUCTWORK AS REQUIRED

163 EXISTING LOUVER TO REMAIN. REFINISH TO

MATCH ADJACENT METAL PANEL REFINISHING PT-1

IN PHASE 1 NEW WORK

165 EXISTING DOOR, JAMB, AND HARDWARE TO

REMAIN. REFINISH ENTIRE DOOR LEAF AND JAMB

TO MATCH ADJACENT METAL PANEL REFINISHING

PT-1 IN PHASE 1 NEW WORK

175 EXISTING MECHANICAL ROOM TO REMAIN.

REFINISH TO MATCH EXISTING METAL PANEL

REFINISHING PT-1 IN PHASE 1 NEW WORK

201 NEW VERTICAL CONCEALED FASTENER METAL

PANELS ATTACHED TO RAINSCREEN SYSTEM OF

3/4" METAL GIRTS OVER 2.5" POLY ISO RIGID

INSULATION SHEATHING WITH INTEGRAL

AIR/WEATHER BARRIER

1/8" = 1'-0"A2.1.04

PROPOSED PLAN - PHASE 1 - BOILER ROOF2

UPUPUP

GENERAL NOTES

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

A B C D F G H

IE

A3.2.02

A3.2.02

A3.2.02

A3.2.00

A3.2.00

A3.2.00

TYP

168168 205

A8.0.00

SIM

A8.0.00

SIM

TYP

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:5

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 2 - LEVEL 1

Project Number

DSS

VGD

08/18/14

VGD

A2.2.01 14 35

167 EXISTING STUCCO FACED COLUMN TO REMAIN

168 EXISTING BRICK VENEER SITE WALL TO REMAIN

205 NEW VERTICAL CONCEALED FASTENER METAL

PANELS ATTACHED TO 3/4" METAL GIRTS OVER 5/8"

EXTERIOR SHEATHING AND ADDITIONAL NEW

METAL FURRING ON EXISTING METAL FRAMING.

PROVIDE BUTYL TAPE BETWEEN DISSIMILAR METAL

COMPONENTS. PROVIDE ADDITIONAL METAL

FURRING ON EXTERIOR SIDE OF SCREENWALL TO

ENSURE FINAL METAL PANEL FINISH ALIGNS WITH

PHASE 1 METAL PANEL FINISH

218 NEW METAL WALL PANEL TRIM, FINISH TO MATCH

NEW METAL WALL PANELS. SEE ALSO ELEVATIONS

AND DETAILS

1/8" = 1'-0"A2.2.01

PROPOSED PLAN - PHASE 2 - LEVEL 11

IE

A3.2.02

A3.2.02

A3.2.02

A3.2.00

A3.2.00

A3.2.00

TYP

A8.0.00

SIM

A8.0.00

SIM

A8.0.00

SIM

205205

TYP

GENERAL NOTES

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:0

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 2 - LEVEL 2

Project Number

DSS

VGD

08/18/14

VGD

A2.2.02 15 35

1/8" = 1'-0"A2.2.02

PROPOSED PLAN - PHASE 2 - LEVEL 21

167 EXISTING STUCCO FACED COLUMN TO REMAIN

205 NEW VERTICAL CONCEALED FASTENER METAL

PANELS ATTACHED TO 3/4" METAL GIRTS OVER 5/8"

EXTERIOR SHEATHING AND ADDITIONAL NEW

METAL FURRING ON EXISTING METAL FRAMING.

PROVIDE BUTYL TAPE BETWEEN DISSIMILAR

METAL COMPONENTS. PROVIDE ADDITIONAL

METAL FURRING ON EXTERIOR SIDE OF

SCREENWALL TO ENSURE FINAL METAL PANEL

FINISH ALIGNS WITH PHASE 1 METAL PANEL FINISH

218 NEW METAL WALL PANEL TRIM, FINISH TO MATCH

NEW METAL WALL PANELS. SEE ALSO ELEVATIONS

AND DETAILS

IE

A3.2.02

A3.2.02

A3.2.02

A3.2.00

A3.2.00

A3.2.00

A8.0.00

SIM

A8.0.00

SIM

A8.0.01

TYP

154 TYP

A8.0.01

TYP

SIM SIM

TYP

A8.0.01

SIM

GENERAL NOTES

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:0

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 2 - LEVEL 3

Project Number

DSS

VGD

08/18/14

VGD

A2.2.03 16 35

1/8" = 1'-0"A2.2.03

PROPOSED PLAN - PHASE 2 - LEVEL 31

154 EXISTING STRUCTURE SUPPORT WRAPPED IN

METAL PANELS TO REMAIN. REFINISH TO MATCH

ADJACENT METAL PANEL REFINISHING PT-1 IN

PHASE 1 NEW WORK. SEE ALSO DETAIL 2/A8.0.01

FOR TYPICAL METAL PANEL PENETRATION

205 NEW VERTICAL CONCEALED FASTENER METAL

PANELS ATTACHED TO 3/4" METAL GIRTS OVER 5/8"

EXTERIOR SHEATHING AND ADDITIONAL NEW

METAL FURRING ON EXISTING METAL FRAMING.

PROVIDE BUTYL TAPE BETWEEN DISSIMILAR

METAL COMPONENTS. PROVIDE ADDITIONAL

METAL FURRING ON EXTERIOR SIDE OF

SCREENWALL TO ENSURE FINAL METAL PANEL

FINISH ALIGNS WITH PHASE 1 METAL PANEL

FINISH

218 NEW METAL WALL PANEL TRIM, FINISH TO MATCH

NEW METAL WALL PANELS. SEE ALSO

ELEVATIONS AND DETAILS

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

A B C D F G H

IE

A3.3.02

A3.3.02

A3.3.02

A3.3.00

A3.3.00

A3.3.00

A8.0.00

TYP

A8.0.00

TYP

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EXISTING METAL PANELS TO

BE REFINISHED (PHASE 1)

NEW METAL PANELS OVER

RIGID INSULATION/SHEATHING

475 17th Street, Suite 720 Denver, Colorado 80202 Phone: 720-855-7572 www.iron-horse-architects.com

Revisions

GMG

EPMProject Manager

A-E Firm USDA

PPMDesigner

Safety & HealthChecked by

Real Property

Project No.

Date

USDA Contracting Office 2150 Centre Avenue Building D, Suite 310 Fort Collins, CO 80526

Agricultural Research Service

DescriptionByDateNo.

Sheet No.

U S D A---

--- OF

/1

/2

:4

:0

P M

GRAND FORKS HUMAN NUTRITION

RESEARCH LABORATORY PARTIAL

EXTERIOR FACADE RENOVATION

PROPOSED PLAN - PHASE 3 - LEVEL 2

Project Number

DSS

VGD

08/18/14

VGD

A2.3.02 17 35

201 NEW VERTICAL CONCEALED FASTENER METAL

PANELS ATTACHED TO RAINSCREEN SYSTEM OF

3/4" METAL GIRTS OVER 2.5" POLY ISO RIGID

INSULATION SHEATHING WITH INTEGRAL

AIR/WEATHER BARRIER

1/8" = 1'-0"A2.3.02

PROPOSED PLAN - PHASE 3 - LEVEL 21

SHEET KEYNOTES

REFERENCE LEGEND

1. FIELD VERIFY EXISTING CONDITIONS AND NOTIFY

ARCHITECT IF FIELD CONDITIONS RESULTING FROM

EXPOSED DEMO WORK

2. REMOVE AND REATTACH EXISTING FIXTURES ATTACHED

TO WALL AS REQUIRED FOR DEMOLITION AND NEW

WORK; INCLUDING BUT NOT LIMITED TO ACCESS

KEYPAD, LIGHTS, ALARMS, SIGNS, AND CONDUIT

3. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH

WALLS OR SOFFITS TO MAINTAIN WEATHERTIGHT

NATURE OF ENCLOSURE

4. DETAILS FOR VERTICAL ORIENTATION METAL PANELS

ARE TYPICAL IN NATURE AND ARE TO ENSURE

WEATHERTIGHTNESS, PLEASE ALSO REFER TO METAL

PANEL MANUFACTURER'S SPECIFIC INSTRUCTIONS AND

DETAILS

5. METAL PANEL INSTALLER SHALL ENGINEER

COMPATIBLE FASTENER AND GIRT BASED ON EXISTING

CONDITIONS AND SELECTED METAL PANEL

MANUFACTURER

6. SEE DRAWING SERIES A1.0.00 FOR EXTENT OF DEMO

WORK

7. SEE DRAWING A2.0.00 FOR OVERALL PHASING OF NEW

WORK

8. SEE DRAWING A2.0.00 FOR EXTERIOR FINISH

SCHEDULE

9. SEE DRAWING SERIES A2.0.00 FOR NEW WORK

10. SEE DRAWING SERIES A3.0.00 FOR NEW WORK

ELEVATIONS AND SECTIONS

11. SEE DRAWING SERIES A8.00 FOR NEW WORK DETAILS

A B C D F G H

IE

A3.3.02

A3.3.02

A3.3.02

A3.3.00

A3.3.00

A3.3.00

201 201 207201

A8.0.00

TYP

A8.0.00

SIM

A8.0.00

TYP

A8.0.00

SIM

A8.0.00

TYP

A8.0.00

SIM

A8.0.00

TYP

A8.0.01

SIM

A8.0.01

SIM

SIM

TYP

TYP

PLAN AND SECTION WALL LEGEND

EXISTING WALL TO REMAIN

DEMO EXISTING BRICK VENEER AND

RIGID INSULATION/SHEATHING AND

BLANKET INSULATION WHERE OCCURS

EX…