Attachment 4 Drawings.pdf

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

CIVIL

C-101 CIVIL - SITE PLAN

ARCHITECTURE

A-001 SYMBOLS & ABBREVIATIONS

A-101 FIRST FLOOR PLAN

A-201 BUILDING ELEVATIONS AND SECTIONS

A-301 WALL SECTIONS

MECHANICAL

M-001 LEGENDS AND ABBREVIATIONS

M-201 MECHANICAL FLOOR PLAN

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-701 MECHANICAL CONTROL DIAGRAMS

ELECTRICAL

E-001 ELECTRICAL SHEET INDEX, LEGENDS, NOTES, SYMBOLS, AND ABBREVIATIONS

ED-100 ELECTRICAL SITE PLAN - DEMO

E-101 ELECTRICAL SITE PLAN

E-102 BUILDING 002 - LIGHTING PLANS NEW AND DEMO

E-103 BUILDING 002 - POWER AND SYSTEMS PLANS

E-501 ELECTRICAL DETAILS

E-601 BUILDING 002 NEW AND EXISTING ONE-LINE DIAGRAMS

E-701 ELECTRICAL PANEL AND EQUIPMENT SCHEDULES

PROJECT SUMMARY

THE USDA RESEARCH CENTER IN PENDLETON CONSISTS OF MULTIPLE BUILDINGS. PROJECT C MODIFIES BUILDING 002 WHICH WAS CONSTRUCTED IN 1976.

THE EXISTING METAL BUILDING IS USED FOR STORAGE AND HAS NO MECHANICAL OR PLUMBING INSTALLED.

THIS PROJECT WILL RENOVATE THE SOUTHERN END OF THE BUILDING, CREATING TWO CONDITIONED SPACES FOR SAMPLE WASHING, STORAGE, ETC. NEW

MECHANICAL EQUIPMENT WILL BE INSTALLED TO PROPERLY VENTILATE AND CONDITION BOTH SPACES.

THE ITEMS TO BE INCLUDED IN THE BASE BID VS ALTERNATES ARE IDENTIFIED THROUGHOUT THE BID DOCUMENTS AND LISTED HERE:

BASE BID:

INSTALL GENERATOR AND ALL RELATED EQUIPMENT, TO INCLUDE CONCRETE PAD. CONSTRUCT DIVIDING WALL INSIDE BUILDING 002, CREATING SAMPLE

CLEANING ROOM 101. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR DETAILED DESCRIPTIONS OF WORK THAT IS INCLUDED IN THE BASE BID.

ALTERNATE 01:

INSTALL CONCRETE SLABS FOR BIOMASS DRYING CHAMBER 103 AND NEW STORAGE ROOM 102. CONSTRUCT STORAGE ROOM 102, AND FINISH CONSTRUCTION

OF SAMPLE CLEANING ROOM 101 INCLUDING INSULATION AND COMPLETION OF ELECTRICAL. SEE ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR DETAILED

DESCRIPTIONS OF WORK THAT IS INCLUDED IN ALTERNATE 01.

ALTERNATE 02:

INSTALL AHU-002-01 AND ALL ASSOCIATED HVAC ITEMS FOR THIS UNIT, TO INCLUDE CONCRETE PAD. SEE CIVIL, ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS FOR DETAILED DESCRIPTIONS OF WORK THAT IS INCLUDED IN ALTERNATE 02.

ALTERNATE 03:

FURNISH AND INSTALL BIOMASS DRYING CHAMBER 103. THIS DRYING ROOM IS A PACKAGED PRODUCT PROVIDED BY A SINGLE MANUFACTURER TO MEET THE

FACILITY CRITERIA OUTLINED IN THE DRAWINGS AND SPECIFICATIONS. THE NEW EQUIPMENT WILL MEET ALL CURRENT APPLICABLE CODE AND USER

REQUIREMENTS.

SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR DETAILED DESCRIPTIONS OF WORK THAT IS INCLUDED IN ALTERNATE 02.

ALTERNATE 04:

INSTALL ELECTRICAL POWER AND CONTROLS TO THREE MOTORIZED GARAGE DOORS LOCATED IN THE EXISTING GARAGE BAYS ADJACENT TO NEW SAMPLE

CLEANING ROOM 101. SEE ELECTRICAL DRAWINGS FOR A DETAILED DESCRIPTION OF WORK THAT IS INCLUDED IN ALTERNATE 04.

www.coffman.com

221 N. Wall Street, Suite 500

Spokane, WA 99201 ph 509.328.2994

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G-001

COVER SHEET

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

USDA AGRICULTURAL RESEARCH SERVICE

RENOVATIONS TO GARAGE BUILDING PROJECT C

COLUMBIA PLATEAU CONSERVATION

RESEARCH CENTER

OREGON STATE SITE MAP

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

UMATILLA COUNTY

COLUMBIA PLATEAU

CONSERVATION RESEARCH

CENTER

BUILDING 002

PROJECT AREA

REV DATE DESCRIPTION

campbell Snapshot

Peter.Lane Callout 4/24/24 USDA: Alternates 1, 2, 3, 4 not in contract

Peter.Lane Polygon

EXISTING BUILDING 001

EX

IS

TI

N

G B

U

IL

D

IN

G

EX

IS

TI

N

G B

U

IL

D

IN

G

EX

IS

TI

N

G B

U

IL

D

IN

G

T

NEW PANEL A

CONCRETE PAD FOR

GENERATOR & ATS-2,

SEE DETAIL THIS SHEET.

FOR EQUIPMENT & CONDUIT

INFORMATION, SEE

ELECTRICAL PLANS

NEW ATS-2

NEW DIESEL

GENERATOR

EXISTING 150KVA

TRANSFORMER10'

EXISTING

PROPANE TANK

3/4" LP UNDERGROUND TO

AHU-002-01.

APPROX TOTAL LENGTH = 200LF

SEE NOTE 3.

FOR CONTINUATION,

SEE SHEET M-201

CONNECT 3/4" LP LINE

TO PROPANE TANK BY

TANK SUPPLIER.

G G

G G G

14'

DISTANCE PER

TANK SUPPLIER.

FUTURE LOCATION OF

EXISTING 1,000 GALLON

PROPANE TANK TO BE

RELOCATED BY ARS.

S. 24, T.3N., R.33E., W.M., UMATILLA COUNTY, OREGON

SCALE: 1"=20'

NOTES

1. EXISTING BUILDINGS AND PAVEMENT ARE SHOWN

SCHEMATICALLY.

2. EXISTING UTILITY LOCATIONS PROVIDED BY

OWNER. CONTRACTOR TO VERIFY LOCATIONS

PRIOR TO CONSTRUCTION.

3. LP PIPING SHALL HAVE MINIMUM 36 INCHES OF

COVER. SEE SPECIFICATIONS FOR ADDITIONAL LP

PIPING INFORMATION.

4. SEE E-101 FOR ADDITIONAL ELECTRICAL

INFORMATION.

5. CONCRETE PAD FOR NEW DIESEL GENERATOR IS

INCLUDED IN BASE BID.

6. 3/4" LP PIPING FROM PROPANE TANK TO AHU-002-01

SHALL BE BID PER ALTERNATE 02.

LEGEND

PROPERTY LINE

EXISTING BUILDING

EXISTING ASPHALT

EXISTING SIDEWALK

PROPOSED LP GAS

www.coffman.com

221 N Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

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8050.03

C-101

CIVIL - SITE PLAN

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

REV DATE DESCRIPTION

USDA

RENOVATION

TO GARAGE

BUILDING

C-101

DETAIL - CONCRETE PAD FOR GENERATOR & ATS-21

SCALE: NTS

23.5'

9.

5'

12" CONCRETE SLAB ON GRADE W/ #5

@12" OC, EA WAY, TOP AND BOT

T.O. SLAB EL 6" ABOVE GRADE

G

NOTES:

1. PROVIDE EXPANSION ANCHORS WITH 3-INCH EMBEDMENT INTO

CONCRETE PAD AT ANCHOR POINTS PROVIDED BY MANUFACTURER.

2. 12" PORTLAND CEMENT CONCRETE SLAB SHALL HAVE MINIMUM 4000

PSI 28-DAY STRENGTH CONCRETE.

3. TOP OF SLAB SHALL BE 6 INCHES ABOVE GRADE.

4. COMPACT EXISTING SOILS TO MIN 95% COMPACTION.

12/31/2025

DRAWING ABBREVIATIONS DRAWING REFERENCE

01 / A-210

DISCIPLINE:

G- GENERAL

LS LIFE SAFETY

C- CIVIL

A- ARCHITECTURAL

I- INTERIOR

S- STRUCTURAL

M- MECHANICAL

P- PLUMBING

E- ELECTRICAL

SERIES NUMBER

REFERENCE SYMBOLS

SHEET NUMBER WHERE

ELEVATION IS DRAWN

NUMBER OF PLAN,

DETAIL, ETC. ON

SHEET

SHEET NUMBER

WITHIN SERIES

AB ANCHOR BOLT

ABV ABOVE

AC ACOUSTICAL / AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADJT ADJACENT

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGG AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

ARCH ARCHITECT

AUX AUXILIARY

A/V AUDIO / VISUAL

AVG AVERAGE

B/ BOTTOM OF

B/B BACK TO BACK

B/F BOTTOM OF FOOTING

BD BOARD

BDRY BOUNDARY

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CD CONSTRUCTION DOCUMENTS

CDR CARD READER

CEM CEMENT

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED

/CONTRACTOR INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLO CLOSET

CLR COLOR, CLEARANCE

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMB COMBINATION

COMM COMMUNICATION

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR, CORRUGATED

CPT CARPET

CSWK CASEWORK

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL. DIAGRAM

DIM DIMENSION

DIR DIRECTION

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EB EXPANSION BOLT

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR, EXTINGUISHER

F/ FACE OF

F/C FACE OF CONCRTETE

F/F FACE TO FACE, FLOOR TO FLOOR

F/M FACE OF MASONRY

F/S FACE OF STUDS

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FIXTURE, FURNISHING & EQUIPMENT

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK

FIN FINISH

FLR FLOOR

FM FACTORY MUTUAL

FP FIRE PROOFING

FR FRAME

FTG FOOTING

FUR FURRING

FUT FUTURE

FVC FIRE VALVE CABINET

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL, GENERATOR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

INSTALLED BY GOVERNMENT

GL GLASS

GR GRADE

GR BM GRADE BEAM

GRD GROUND

GUT GUTTER

GYP BD GYPSUM BOARD

H HIGH

HB HOSE BIBB

HC HANDICAPPED

HD HEAVY DUTY

HDR HEADER

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HTR HEATER

HVAC HEATING, VENTILATING, & AIR

CONDITIONING

HWD HARDWOOD

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

ILO IN LIEU OF

IN INCH

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

J JOIST

JAN JANITOR

JB JUNCTION BOX

JT JOINT

KD KNOCK DOWN

KIP KILO-POUND

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LB POUND

LF LINEAR FEET (FOOT)

LH LEFT HAND

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LP LOW POINT

LT LIGHT

LTWT LIGHT WEIGHT

LVR LOUVER

M METER

MAINT MAINTENANCE

MAS MASOMRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MM MILLIMETER

MO MASONRY OPENING

MOD MODULAR, MODIFY

MOV MOVABLE

MTD MOUNTED

MTL METAL

MULL MULLION

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFD OVERFLOW DRAIN

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OZ OUNCE

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER, PLASTIC

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PRCST PRECAST

PRKG PARKING

PROP PROPERTY, PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, POINT, PRESSURE TREATED

PTN PARTITION

PWR POWER

QT QUARRY TILE

QTY QUANTITY

R RADIUS, RISER

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REV REVISED, REVISION

RFG ROOFING

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

RVL REVEAL

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SGL SINGLE

SH SHOWER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SK SINK

SLV SLEEVE

SM SHEET METAL

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUB FL SUBFLOOR

SUPP SUPPLEMENTAL

SW SIDEWALK, SHORT WAY

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

T/ TOP OF

T/BM TOP OF BEAM

T/C TOP OF CONCRETE, TOP OF CURB

T/COL TOP OF COLUMN

T/FTG TOP OF FOOTING

T/J TOP OF JOIST

T/S TOP OF STEEL

TB TEST BORING

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICK

TKBD TACKBOARD

TOPO TOPOGRAPHY

TV TELEVISION

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

USGS UNITED STATES GEOLOGICAL

SURVEY

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WH WALL HYDRANT, WATER HEATER

WL WIND LOAD

WP WATERPROOFING, WORK POINT

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD DRAIN

EXTERIOR ELEVATION

SECTION

INTERIOR ELEVATION

SHEET NUMBER WHERE

SECTION IS DRAWN

DRAWING SYMBOLS

SHEET NUMBER WHERE

ELEVATION IS DRAWN

ELEVATION NUMBER ON

SHEET

ELEVATION NUMBER ON

SHEET

SECTION NUMBER ON SHEET

SHEET NUMBER WHERE

DETAIL IS DRAWN

DETAIL NUMBER ON

SHEET

DETAIL

X

SPOT ELEVATION

FLOOR LEVEL & NAME

ROOM NAME / NUMBER

DOOR NUMBER

WINDOW TYPE

INTERIOR PARTITIONS

EQUIPMENT NUMBER

REVISION CLOUD

REVISION NUMBER

NORTH ARROW

DRAWING NOTENNN

NN COLUMN CENTERLINE

FACE OF BUILDINGNN

CEILING HEIGHT AFFX'-XX"

ROOM NAME

A3F

NAME

ELEVATION

DEMOLITION DRAWING NOTENNN

TOILET ACCESSORYTA-XX

N www.coffman.com

10 N Post Street, Suite 500

Spokane, WA 99201 ph 509.328.2994

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SYMBOLS &

ABBREVIATIONS

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

REV DATE DESCRIPTION

A-201

A-201

A -2

STORAGE

SAMPLE

CLEANING

62'-0" ±

A01

A01

A02

A03 A03 A03

A04

A05 .

2'-8"20'-8"

A-301

02 A06

A07

A01

A08

A09 A10

A11

A12

A-301

2'-2" ±

A13

A-301

A-301

A-301

A14A14

A-301

A06

A15

CHAMBER

A. ROOM NUMBERS ARE FOR CONSTRUCTION

PURPOSES ONLY.

B. ALL DIMENSIONS ARE FROM FACE TO FACE OF FINISH

CONSTRUCTION UNLESS INDICATED OTHERWISE.

C. USE ONLY WRITTEN DIMENSIONS - DO NOT SCALE

DRAWINGS.

D. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS ON THE SITE PRIOR TO COMMENCING

WORK. ALL INQUIRIES AND DISCREPANCIES SHALL BE

DIRECTED TO THE GOVERNMENT.

E. ALL WORK SHOWN ON THESE DRAWINGS IS TO BE BY

THE CONTRACTOR UNLESS OTHERWISE

INDICATED.

F. PROVIDE BLOCKING FOR ITEMS AS INDICATED.

BLOCKING SHOWN OR DETAILED IN THESE

DOCUMENTS IS TO ILLUSTRATE CONCEPT AND IS NOT

INTENDED TO LIMIT THE CONTRACTOR'S

REQUIREMENT TO PROVIDE A COMPLETE AND SOUND

INSTALLATION.

G. ALL NEW STANDARD DOORS IN STUD PARTITIONS TO

BE LOCATED 4" FROM FACE OF PERPENDICULAR

WALL ON THE HINGE SIDE UNLESS INDICATED

OTHERWISE.

H. DO NOT PENETRATE THE EXISTING WALL OR ROOF

PANELS WITH ANY FASTENERS.

F HG

S E

E S

C H

E D

U L E

SCHED

SEE

SCHED

SEE

5" 5"

2" 2"

D O

O R

S

IZ

E

S E

E S

C H

E D

U L E

SCHED

SEE

S E

E S

C H

E D

U L E

DOOR TYPES FRAME TYPES

5/8" GYPSUM BD

CONT. SEALANT -

BOTH SIDES

STANDARD JAMB

ANCHOR -

SECURE TO STUD

HOLLOW METAL

FRAME

JAMB J01

CONT.

SEALANT -

BOTH SIDES

HOLLOW METAL

FRAME

HEAD H01

7 3/4"

5/8" GYPSUM

BD

7 3/4"

/4

HSS 5x5x5/16 JAMB -

EXTEND FROM FLOOR

TO STRUCTURE

ABOVE

HOLLOW METAL FRAME

2"

R-19 FACED

INSULATION

STANDARD JAMB

ANCHOR -

SECURE TO STUD

EXISTING METAL

BUILDING STRUCTURE

AND SIDING

JAMB J02 HEAD H02

HOLLOW METAL FRAME

EXISTING METAL

BUILDING STRUCTURE

AND SIDING

8 1/4"

R-19 FACED

INSULATION

FACING TAPE

FACING

TAPE HSS 5x5x5/16 HEADER

ABBREVIATIONS

AN ANODIZED

HM HOLLOW METAL

PF PRE-FINISHED

PT PAINT

STL STEEL

WD WOOD

DOOR SCHEDULE REMARKS

R1 OWNER PROVIDED LOCKSET

R2 INSULATED DOOR

R3 THERMALLY BROKEN FRAME

GLASS TYPES

01 1/4" CLEAR TEMPERED GLASS

02 1" CLEAR TEMPERED

INSULATING GLASS

Set H01 – Entry Function Qty Item Manufacturer BOD Model # / Series Finish 3 Hinges Ives 5BB1HW-NRP 26D 1 Entrance Function Cylindrical Lockset Best Access 9K37AB15DS3 626 1 Closer (parallel arm) LCN 4021-MC-H 689 1 Kickplate Ives 8400 (8”x2” LDW) 626 1 Set Seals National Guard Products 5020 Charcoal 1 Auto Door Bottom National Guard Products 320S Mill

Set H02 – Storage Function Qty Item Manufacturer BOD Model # / Series Finish 3 Hinges Ives 5BB1HW 26D 1 Storeroom Function Cylindrical Lockset Best Access 9K37D15DS3 626 1 Closer LCN 4011-MC-H 689 2 Kickplate Ives 8400 (8”x2” LDW) 626 3 Silencers Ives SR64 Gray

HARDWARE SCHEDULE

DOOR AND FRAME SCHEDULE

MARK

DOOR FRAME DETAILS

RATING HDW SET REMARKS MARK

# OF

LEAFS WIDTH HEIGHT THK TYPE MATL FINISH GLASS TYPE MATL FINISH HEAD JAMB

101 1 3' - 6" 7' - 0" 0' - 1 3/4" HG HM PT 02 01 HM PT H01 J01 -- R1, R2, R3 101

102 1 3' - 0" 7' - 0" 0' - 1 3/4" F HM PT -- 01 HM PT H02 J02 -- R1 102

www.coffman.com

10 N Post Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

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8050.03

A-101

FIRST FLOOR PLAN

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

GENERAL NOTES

DRAWING NOTES

1/8" = 1'-0"A-101

01 BUILDING 002 FLOOR PLAN

N

A01 ALTERNATE 01: MBI R-19 WMP-VR FACED METAL

BUILDING INSULATION ATTACHED TO INSIDE OF

EXISTING WALL WITH ADHESIVELY ATTACHED

SPINDLE-TYPE ANCHORS AND LOCKING WASHERS.

REMOVE EXISTING LINER PANELS PRIOR TO

INSULATION INSTALLATION. LINER PANELS TO BE

REATTACHED UTILIZING Z FURRING AND THERMAL

SPACERS. DO NOT PENETRATE EXTERIOR OF

BUILDING

A02 NEW 2X6 WOOD STUD WALL WITH R-19 BATT

INSULATION AND 5/8" GYPSUM BOARD BOTH SIDES.

PAINT BOTH SIDES

A03 EXISTING OVERHEAD DOOR TO REMAIN

A04 ALTERNATE 03: NEW WALK-IN ENVIRONMENTAL

CHAMBER WITH ENTRY RAMP

A05 ALTERNATE 03: CUT OPENING IN EXISTING METAL

BUILDING WALL FOR ACCESS TO NEW WALK-IN

ENVIRONMENTAL CHAMBER AND CONTROLS.

COORDINATE OPENING SIZE WITH CHAMBER

MANUFACTURER

A06 ALTERNATE 01: NEW 6" REINFORCED 4,000 PSI

CONCRETE SLAB. COORDINATE FINAL SIZE AND

HEIGHT OF CHAMBER SLAB WITH CHAMBER

MANUFACTURER

A07 ALTERNATE 02: 6" 4,000 PSI CONCRETE PAD

BENEATH AHU SHALL EXTEND BEYOND THE UNIT

FOOTPRINT IN ALL DIRECTIONS 6” (MIN). COORDINATE

SIZE WITH APPROVED UNIT AND MECHANICAL

DRAWINGS. REINFORCE WITH #5 AT 12" SPACING

EACH WAY CENTERED IN PAD

A08 LINE OF EXISTING ROOF OVERHANG ABOVE

A09 RELOCATED REFRIGERATORS

A10 EXISTING COLUMNS TO REMAIN

A11 EXISTING EXTERIOR WALL TO REMAIN

A12 RELOCATE EXISTING FIRE EXTINGUISHER FROM

EXTERIOR WALL TO NEW INTERIOR WALL

A13 NO WORK THIS AREA

A14 AT NEW DOOR OPENINGS IN METAL BUILDING

PROVIDE HSS 5X5X5/16 JAMB MEMBERS FROM FLOOR

TO ROOF STRUCTURE WITH HSS 5X5X5/16 HEADER

ABOVE OPENING. WELD HEADER TO JAMB WITH 3/16"

FILLET WELD ALL AROUND. CONNECT JAMB TO ROOF

PLATE WITH L2X2X3/16 AND (3) #10 SCREWS AT EACH

SIDE OF HSS JAMB. CONTRACTOR TO SUBMIT TO

GOVERNMENT FOR REVIEW

A15 ALTERNATE 01: ALL WORK PERTAINING TO STORAGE

LEVEL 1

100' - 0"

A-201

E01

E02

E03E04 E05

A-301

LEVEL 1

100' - 0"

A-301

A-301

EXISTING METAL BUILDING

ALTERNATE 01: MBI R-19 WMP-VR

FACED METAL BUILDING

INSULATION ATTACHED TO

INSIDE OF EXISTING WALL/ROOF

WITH ADHESIVELY ATTACHED

SPINDLE-TYPE ANCHORS AND

LOCKING WASHERS

EXISTING TRANSLUCENT

PANELS - DO NOT COVER

WITH INSULATION

A-301 www.coffman.com

10 N Post Street, Suite 500

Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

/1

/2

:0

:2

A M

04/02/2024

KING

LITMER

8050.03

A-201

BUILDING

ELEVATIONS AND

SECTIONS

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

DRAWING NOTES

1/8" = 1'-0"A-201

01 EAST ELEVATION

1/4" = 1'-0"A-201

02 BUILDING SECTION

E01 EXISTING COLUMNS TO REMAIN

E02 EXISTING METAL SHED ROOF TO REMAIN

E03 ALTERNATE 03: NEW WALK-IN

ENVIRONMENTAL CHAMBER

E04 ALTERNATE 01: NEW METAL SIDING TO

MATCH EXISTING

E05 REFER TO MECHANICAL DRAWINGS FOR

NEW EQUIPMENT

LEVEL 1

EXISTING METAL ROOF

PANEL

NEW METAL SIDING TO

MATCH EXISTING

NEW 2x6 WOOD STUDS

AT 16" O.C. MAX

R-19 BATT

INSULATION IN

STUD CAVITIES

5/8" GYP BOARD -

PAINTED

LOCKING WASHER

SPINDLE TYPE

INSULATION ANCHOR

R-19 FACED

INSULATION

4" RUBBER BASE

NEW REINFORCED

CONCRETE SLAB AND

FOOTING

2" RIGID INSULATION -

EXTEND 2'-0" MIN

HORIZONTALLY

UNDER SLAB

L 2x2x1/8 AT 48" O.C.

W/ (3) #10 SCREWS TO

WOOD STUD. WELD

TO CLIP WITH 2" OF

1/8" FILLET WELD

EXISTING BEAM

CLIP ANGLE

A-301

METAL SILL FLASHING SET

IN SEALANT

M

IN

LINE OF GRADE

BENT BAR TO MATCH

SLAB REINFORCING

#5 CONTINUOUS

TOP AND BOTTOM

#5 AT 12" O.C.

EACH WAY

CENTERED IN

SLAB

SIMPSON TITEN

HD 1/2" DIAMETER

W/ 3" EMBED AT

48" O.C.

6"

LEVEL 1

100' - 0"

LOCKING WASHER

SPINDLE TYPE

INSULATION ANCHOR

R-19 FACED

INSULATION

EXISTING METAL

BUILDING ROOF

NEW 2X6 WOOD STUDS AT

16" O.C. WITH R-19 BATT

INSULATION AND 5/8"

GYPSUM BOARD BOTH

SIDES. PAINT BOTH SIDES

EXISTING METAL BUILDING

STRUCTURE

EXISTING FLOOR SLAB

2x6 AT 48" O.C. SCREWED

TO VERTICAL STUD WITH

(3) #10 SCREWS

PRESERVATIVE TREATED

SILL PLATE

/2

G

A P

SEALANT

SIMPSON TITEN HD 1/2"

DIAMETER W/ 3" EMBED

AT 48" O.C.

DOUBLE TOP

PLATE

SIMPSON A34

SCREWED TO

EXISTING

STRUCTURE

MEMBER

METAL TRIM TO

MATCH PANELS

5/8" GYPSUM

BD

WEATHER

BARRIER

1/2" PLYWOOD

SHEATHING

CONT. SEALANT -

BOTH SIDES

EXISTING METAL

BUILDING STRUCTURE

AND SIDING

R-19 INSULATION

2x6 WOOD STUDS AT

16" O.C. MAX

EXISTING METAL

BUILDING STRUCTURE

AND SIDING

CONTINUOUS

WATERTIGHT

EXPANSION JOINT

SEAL VERTICAL AND

HORIZONTAL

ENVIRONMENTAL

CHAMBER WALL PANEL

5/8" GYPSUM

BD

CONT.

SEALANT -

BOTH SIDES

EXISTING METAL

BUILDING STRUCTURE

AND SIDING

R-19 INSULATION

2x6 WOOD STUDS AT

16" O.C. MAX

J-BEAD

EXISTING METAL ROOF

PANEL

METAL TRIM CLOSURE

TO MATCH PANELS

WEATHER BARRIER

NEW METAL SIDING TO

MATCH EXISTING

CONTINUOUS SEALANT

EXISTING EXTERIOR

METAL BUILDING SIDING

THERMAL SPACER

BLOCK

3" Z FURRING

EXISTING LINER PANEL

EXISTING METAL

ROOF PANEL

METAL TRIM

CLOSURE TO

MATCH PANELS

WEATHER

BARRIER

NEW METAL SIDING

TO MATCH

EXISTING

CONTINUOUS

SEALANT

EXISTING BEAM

BEYOND

HSS6x2x3/16

WELDED TO

EXISTING BEAMS.

SCREW TOP PLATE

TO NEW HSS

LEVEL 1

100' - 0"

LINE OF GRADE

BENT BAR TO

MATCH SLAB

REINFORCING

#5 CONTINUOUS

TOP AND BOTTOM

6"

M

IN

#5 AT 12" O.C.

EACH WAY

CENTERED IN

SLAB

COORDINATE

ANCHORAGE OF

CHAMBER TO SLAB

W/ MANUFACTURER

www.coffman.com

10 N Post Street, Suite 500

Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

CHECKED

DRAWN

PROJ. NO.

COFFMAN ENGINEERSC

A

B

C

D

54321

D

C

B

A

1 2 3 4 5

SHEET NO:

SHEET TITLE:

/1

/2

:0

:2

A M

04/02/2024

KING

LITMER

8050.03

A-301

WALL SECTIONS

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

1 1/2" = 1'-0"A-301

02 PLAN DETAIL

3/4" = 1'-0"A-301

01 WALL SECTION

3/4" = 1'-0"A-301

03 WALL SECTION

1 1/2" = 1'-0"A-301

04 PLAN DETAIL

1 1/2" = 1'-0"A-301

05 PLAN DETAIL

1 1/2" = 1'-0"A-301

06 SECTION DETAIL

1 1/2" = 1'-0"A-301

07 PLAN DETAIL AT LINER PANEL

1 1/2" = 1'-0"A-301

08 SECTION DETAIL

3/4" = 1'-0"A-301

09 SECTION DETAIL

CODES AND AUTHORITIES HAVING

JURISDICTION (AHJ)

THIS LIST IS FOR REFERENCE ONLY AND MAY NOT CONTAIN ALL CODES REQUIRED FOR

THIS PROJECT OR LIST ALL AUTHORITIES HAVING JURISDICTION. CONTACT STATE, COUNTY

AND CITY BUILDING DEPARTMENT FOR A FULL AND ACCURATE

• 2018 INTERNATIONAL BUILDING CODE

• 2018 INTERNATIONAL PLUMBING CODE

• 2020 NATIONAL ELECTRIC CODE

• 2018 INTERNATIONAL FUEL GAS CODE

• 2018 INTERNATIONAL MECHANICAL CODE

• CODE AMENDMENTS SPECIFIC TO THE LOCAL AND REGIONAL JURISDICTIONS

• STATE, COUNTY, CITY CODE AGENCIES AND OFFICIALS

DESIGN CONDITIONS

OUTDOORS

VENTILATION

INDOOR

ELEVATION

5B (UMATILLA COUNTY)

-2.0°F DB

COOLING

HEATING

PER ASHRAE 62.1-2019

1486 FT ABOVE SEA LEVEL

LOCATION PENDLETON, OR

CLIMATE ZONE

97.1°F DB / 64.7°F WBCOOLING

HEATING

70°F

72°F

GENERAL ABBREVIATIONS

ø ROUND or DIAMETER

AAV AUTOMATIC AIR VENT

ABV ABOVE

AD ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ACOUSTIC LINED

AP ACCESS PANEL

APD AIR PRESSURE DROP

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AWT AVERAGE WATER TEMPERATURE

BB BASEBOARD

BBD BACKDRAFT DAMPER

BFF BELOW FINISH FLOOR

BHP BRAKE HORSEPOWER

BG BELOW GROUND/GRADE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

C CENTIGRADE

CC COOLING COIL

CD CEILING DIFFUSER

CFM CUBIC FEET PER MINUTE

CG CEILING GRILLE

CI CAST IRON

CLG CEILING

CO CLEANOUT

CMU CONCRETE MASONRY UNIT

CM CONDENSATE METER

CONC CONCRETE

CONN CONNECT or CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION

(D) DEMOLISH

DB DECIBEL or DRY BULB

DDC DIRECT DIGITAL CONTROL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DOAS DEDICATED OUTDOOR AIR SYSTEM

DPR DAMPER

DPS DIFFERENTIAL PRESSURE SWITCH

DWG DRAWING

(E) EXISTING

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

EG EXHAUST GRILLE

ELEC ELECTRIC or ELECTRICAL

ELEV ELEVATION

EMCS ENERGY MANAGEMENT CONTROL

SYSTEM

ERV ENERGY RECOVERY VENTILATOR

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXST EXISTING

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FD FIRE DAMPER

FFD FUNNEL FLOOR DRAIN

FF FINAL FILTER

FLR FLOOR

FPM FEET PER MINUTE

FPS FEET PER SECOND

FS FLOOR SINK

FSD COMBINATION FIRE/SMOKE DAMPER

FT FOOT/FEET

FTR FINNED TUBE RADIATION

FV FACE VELOCITY

GA GAGE or GAUGE

GAL GALLON

GALV GALVANIZED

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRD GRILLE, REGISTER, OR DIFFUSER

H HEIGHT

HB HOSE BIBB

HD HEAD

HP HORSEPOWER

HRV HEAT RECOVERY VENTILATOR

HTG HEATING

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HWG HIGH WALL GRILLE

HWR HIGH WALL REGISTER

HZ HERTZ

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH or INCHES

INSUL INSULATION

INV INVERT

KH KICKSPACE HEATER

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH

LAT LEAVING AIR TEMPERATURE

LBS POUNDS

LF LINEAR FOOT/FEET

LVG LEAVING

LWG LOW WALL GRILLE

LWR LOW WALL REGISTER

LWT LEAVING WATER TEMPERATURE

MAX MAXIMUM

MAV MANUAL AIR VENT

MBH 1000 BRITISH THERMAL UNITS

PER HOUR

MCA MINIMUM CIRCUIT AMPACITY

MCC MOTOR CONTROL CENTER

MFR MANUFACTURER

MOP MAXIMUM OVERCURRENT

PROTECTION

MUA MAKEUP AIR UNIT

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTG MOUNTING

(N) NEW

(NL) NEW LOCATION

N/A NOT APPLICABLE

N/C NORMALLY CLOSED

N/O NORMALLY OPEN

NC NOISE CRITERIA

N.I.C. NOT IN CONTRACT

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

O/C ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

PVC PRESSURE CONTROL VALVE

PD PRESSURE DROP

PH PHASE

PLCS PLACES

POC POINT OF CONNECTION

POUA POINT OF USE ALARM

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIG POUNDS PER SQUARE INCH (GAGE)

(REL) RELOCATE/RELOACTED

RA RETURN AIR

RAG RETURN AIR GRILLE

REQD REQUIRED

R.O. ROUGH OPENING

RPBP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR

SD SMOKE DETECTOR

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SL SOUNDLINING

SP STATIC PRESSURE

SQ SQUARE

SQ FT SQUARE FOOT/FEET

SS STAINLESS STEEL

STD STANDARD

TAB TESTING, ADJUSTING & BALANCING

THK THICK

TP TRAP PRIMER or TEST PLUG

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

TU TERMINAL UNIT

UBC UNIFORM BUILDING CODE

UFC UNIFORM FIRE CODE

UMC UNIFORM MECHANICAL CODE

UPC UNIFORM PLUMBING CODE

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

VA VALVE

VAC VACUUM

VAV VARIABLE AIR VOLUME

VD VOLUME DAMPER

VEL VELOCITY

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

VTR VENT THRU ROOF

W WIDE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER COLUMN

WCO WALL CLEANOUT

WG WATER GAGE

WGE WASTE GAS EVACUATION

WH WALL HYDRANT

WPD WATER PRESSURE DROP

WT WEIGHT

GENERAL HVAC NOTES

1. SHEET METAL DUCTWORK AND COMPONENTS INCLUDING HANGING, SEALING, PLENUMS, & ACCESSORIES SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS FOR HVAC DUCT CONSTRUCTION, NFPA 90A, & 90B STANDARDS.

2. ALL DUCTWORK OPENINGS SHALL BE COVERED DURING CONSTRUCTION.

3. ALL DAMPERS SHALL BE SET FULLY OPEN PRIOR TO BALANCING.

4. CONTRACTOR TO PROVIDE TRANSITIONS TO CONNECT TO ALL MECHANICAL EQUIPMENT. PROVIDE FLEXIBLE CONNECTIONS ON INTAKE AND

DISCHARGE OF ALL MECHANICAL EQUIPMENT.

5. DUCT DIMENSIONS SHOWN ARE INSIDE SHEET METAL DIMENSIONS OR CLEAR OPENING INSIDE LINED DUCT.

6. PROVIDE 1" THICK DUCT LINER IN ALL TRANSFER AIR DUCTWORK UNLESS NOTED OTHERWISE.

7. ALL ELBOWS SHALL BE LONG RADIUS ELBOWS WHEREVER POSSIBLE, OR SHALL HAVE TURNING VANES WHERE INDICATED ON PLANS. NO SQUARE

THROAT OR ZERO RADIUS ELBOWS ALLOWED.

8. ALL DUCT BRANCH CONNECTIONS TO DIFFUSER OR GRILLES, TO OR FROM MAIN DUCTS, SHALL INCLUDE MANUAL VOLUME DAMPERS. ALL SPIN-IN FITTINGS SHALL BE CONICAL, RECTANGULAR BRANCH DUCT TAKEOFFS SHALL HAVE 45° TAKEOFFS.

9. PROVIDE CONCEALED DAMPER REGULATORS OR ACCESS DOORS FOR ALL MANUAL VOLUME DAMPERS LOCATED THAT ARE INACCESSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO

INSTALLATION.

10. 24"x24" ACCESS DOORS SHALL BE PROVIDED FOR ALL MECHANICAL EQUIPMENT LOCATED ABOVE GYPSUM BOARD CEILINGS. ALL FINAL ACCESS

DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION.

11. PROVIDE DIFFUSER AND GRILLE FRAMES COMPATIBLE WITH ARCHITECTURAL CEILING TYPES AND COORDINATE LOCATIONS WITH THE

ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHTING LAYOUT.

12. ALL DUCTWORK VISIBLE THROUGH RETURN OR SUPPLY GRILLES TO BE PAINTED FLAT BLACK.

13. ALL SUPPLY, RETURN AND EXHAUST AIR DUCTS SHALL HAVE THE TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS

SEALED AIRTIGHT WITH DUCT SEALANT (SMACNA SEAL CLASS "A").

14. COORDINATE EXACT LOCATIONS OF ALL ROOM THERMOSTATS AND/OR ROOM TEMPERATURE SENSORS WITH ARCHITECT/OWNER PRIOR TO

INSTALLATION.

15. BALANCE AIR SYSTEM TO QUANTITIES SHOWN, AND SUBMIT A COPY OF THE BALANCE REPORT TO THE ENGINEER FOR REVIEW.

GENERAL LEGEND

THERMOSTAT. ADJACENT NUMBER

INDICATES TERMINAL UNIT CONTROLLED

HUMIDISTAT

SENSOR

CO2 SENSORCO2

T

H

S

PLUMBING FIXTURE TAG, SEE PLUMBING SCHEDULES

NOTES:

XX-X

SPECIFIC TO LOCATION(S) INDICATED.

A. NOTE APPLIES TO ENTIRE SHEET.

EXISTING

NEW

(E)

(N)

EXISTING (THIN)

NEW (MEDIUM)

POINT OF CONNECTION (POC)

EXISTING TO BE DEMOLISHED

MECHANICAL EQUIPMENT, SEE MECHANICAL SCHEDULES.XX-X

x

SD DUCT SMOKE DETECTOR

SP DUCT STATIC PRESSURE

LINETYPES:

B

A

A

B

DETAIL SYMBOL:

A = IDENTIFYING NUMBER

B = SHEET WHERE DETAIL IS SHOWN

SECTION SYMBOL:

A = IDENTIFYING NUMBER

B = SHEET WHERE DETAIL IS SHOWN

NEW LOCATION(NL)

RELOCATED(REL)

GENERAL NOTES

1. CONTRACTOR SHALL SECURE, MAINTAIN, AND PAY FOR ALL REQUIRED PERMITS, LICENSES, AND INSPECTIONS FOR DURATION OF WORK UNLESS

DIRECTED OTHERWISE.

2. ALL WORK SHALL COMPLY WITH THE OWNER'S REQUIREMENTS, AND WITH ALL APPLICABLE STATE AND LOCAL CODES, OR AUTHORITY HAVING

JURISDICTION.

3. SUBSTITUTIONS OF EQUIPMENT OTHER THAN AS SPECIFIED SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR, ANY ADDITIONAL ELECTRICAL, STRUCTURAL, MECHANICAL, OR ARCHITECTURAL REQUIREMENTS SHALL BE PROVIDED AT NO ADDITIONAL EXPENSE TO THE OWNER.

4. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED OFFSETS. COORDINATE WITH OTHER TRADES AND PROVIDE ALL NECESSARY OFFSETS. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS.

5. REFER TO PROJECT MANUAL (SPECIFICATIONS) FOR ADDITIONAL REQUIREMENTS. PLANS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER.

PROVIDE ALL WORK CALLED FOR IN EITHER. IN CASE OF CONFLICT BETWEEN SPECIFICATIONS AND PLANS THE MORE STRINGENT SHALL APPLY.

6. ALL EQUIPMENT AND MATERIAL ON THE JOB SITE PRIOR TO INSTALLATION SHALL BE COVERED AND PROTECTED FROM RAIN, DIRT, DUST, AND

DAMAGE.

7. VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE FINAL EQUIPMENT LOCATIONS W/ GENERAL CONTRACTOR AND OTHER TRADES TO ALLOW FOR REQUIRED MECHANICAL EQUIPMENT CLEARANCES.

8. PROVIDE AN UNOBSTRUCTED PASSAGEWAY MEASURING NO LESS THAN 36" WIDE BY 80" HIGH FROM DOOR INTO THE SPACE TO SERVICEABLE MECHANICAL EQUIPMENT. A LEVEL WORKING SPACE MEASURING NO LESS THAN 30" WIDE BY 36" DEEP MUST BE PROVIDED IN FRONT OF CONTROL

SIDE OF EQUIPMENT FOR SERVICING.

9. PROVIDE NEC CODE MINIMUM HORIZONTAL AND VERTICAL WORKING CLEARANCES FOR ALL ELECTRICAL PANELS AND EQUIPMENT. OFFSET

MECHANICAL WORK AS REQUIRED.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SHOP FABRICATION AND/OR FIELD INSTALLATION. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER.

11. ALL MECHANICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR. ALL EQUIPMENT SHALL BE COMPLETE, INSTALLED, AND FULLY FUNCTIONAL PRIOR TO FINAL ACCEPTANCE OF THE WORK.

12. INSTALL ALL EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. ANY CONFLICTS BETWEEN THE MANUFACTURERS DOCUMENTATION AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

13. DO NOT ALLOW ANY WORK TO BE COVERED UP OR ENCLOSED UNTIL INSPECTED, TESTED AND APPROVED BY OWNER'S REPRESENTATIVE OR

AUTHORITY HAVING JURISDICTION.

14. MECHANICAL EQUIPMENT SHALL NOT BE USED FOR TEMPORARY HEATING OR COOLING DURING CONSTRUCTION.

15. PIPES AND WIRING IN PLENUM SHALL BE RATED FOR PLENUM USE. PVC, ABS, AND PLASTIC PIPING IS NOT ACCEPTABLE IN PLENUM APPLICATIONS.

16. ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE.

HVAC DUCTWORK LEGEND

DUCTWORK

24x12 S/A

RECTANGULAR DUCT

SIZE (INCHES) FIRST

DIMENSION IS SIDE OF

DUCT SHOWN

DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS OF DUCT. DUCT SIZE

SHOWN DOES NOT INCLUDE INSULATION OR LINING UNLESS NOTED OTHERWISE. SEE

BELOW FOR DUCT SIZE TAG LEGEND.

DUCT SIZE

DUCT SYSTEM ABBREVIATION

(NOT ALWAYS BE SHOWN)

INSULATED DUCT

SOUND LINED DUCT

24x12ø

FLAT OVAL DUCT

SIZE (INCHES) FIRST

DIMENSION IS SIDE OF

DUCT SHOWN

24ø ROUND DUCT

18ø24x12

CHANGE IN DUCT SIZE

AND/OR SHAPE

SUPPLY AIR (SA)

OUTSIDE AIR (OSA)

RECTANGULAR DUCT

TURNED UP/SECTION

ROUND/FLAT OVAL DUCT

TURNED UP/SECTION

RECTANGULAR DUCT

TURNED DOWN/AWAY

ROUND/FLAT OVAL DUCT

TURNED DOWN/AWAY

RETURN AIR (RA)

RECTANGULAR DUCT

TURNED UP/SECTION

ROUND/FLAT OVAL DUCT

TURNED UP/SECTION

RECTANGULAR DUCT

TURNED DOWN/AWAY

ROUND/FLAT OVAL DUCT

TURNED DOWN/AWAY

EXHAUST AIR (EA)

RECTANGULAR DUCT

TURNED UP/SECTION

ROUND/FLAT OVAL DUCT

TURNED UP/SECTION

RECTANGULAR DUCT

TURNED DOWN/AWAY

ROUND/FLAT OVAL DUCT

TURNED DOWN/AWAY

DAMPERS

VOLUME/BALANCING

DAMPER

FIRE DAMPER (FD)

SMOKE DAMPER (SD)

FIRE/SMOKE DAMPER

(FSD)

BACKDRAFT DAMPER

MOTORIZED DAMPER

DUCT SYSTEM ABBREVIATIONS

M

SUPPLY AIRSA

OUTSIDE AIROSA

COMBUSTION AIRCA

RETURN AIRRA

TRANSFER AIRTA

EXHAUST AIREA

FLEXIBLE DUCT

DUCT SYMBOLS

DUCT END CAP

DUCT ACCESS DOOR

AD

SUPPLY AIR (SA)

TERMINAL

RETURN AIR (RA) OR

TRANSFER AIR (TA) TERMINAL

AIR TERMINAL

IDENTIFICATION

EXHAUST AIR (EA) TERMINAL

GRILLE, REGISTER, OR OPEN

DUCT

X

CFM

AIRFLOW DIRECTION

SOUND ATTENUATOR

OR X-CFM

PIPING LEGEND

CS

CR

CWS

CWR

CONDENSER

WATER SUPPLY

CONDENSER

WATER RETURN

CHILLED WATER

SUPPLY

CHILLED WATER

RETURN

HWS

HWR

HEATING HOT

WATER SUPPLY

HEATING HOT

WATER RETURN

HGS

HGR

HEATING GLYCOL

SUPPLY

HEATING GLYCOL

RETURN

FOS

FOR

FUEL OIL SUPPLY

FUEL OIL RETURN

SMS

SMR

SNOWMELT

GLYCOL SUPPLY

SNOWMELT

GLYCOL RETURN

RL

REFRIGERANT

LIQUID LINE

RS

REFRIGERANT

SUCTION LINE

HRS

HIGH PRESSURE

REFRIGERANT

SUCTION LINE

GWS

GWR

GEOTHERMAL

WATER SUPPLY

GEOTHERMAL

WATER RETURN

G NATURAL GAS

PG PROPANE GAS

LPG

LIQUID PETROLEUM

GAS

CA COMPRESSED AIR

LPS

LOW PRESSURE

STEAM SUPPLY

LPR

LOW PRESSURE

STEAM RETURN

LPC

LOW PRESSURE

CONDENSATE

MPS

MEDIUM PRESSURE

STEAM SUPPLY

MPR

MEDIUM PRESSURE

STEAM RETURN

MPC

MEDIUM PRESSURE

CONDENSATE

HPS

HIGH PRESSURE

STEAM SUPPLY

HPR

HIGH PRESSURE

STEAM RETURN

HPC

HIGH PRESSURE

CONDENSATE

D

CONDENSATE

DRAIN (D)

VAC VACUUM (VAC)

www.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

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M-001

LEGENDS AND

ABBREVIATIONS

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

REV DATE DESCRIPTION

campbell Snapshot

T

SAMPLE CLEANING

STORAGE

BIOMAS DRYING

NEW WALL

M-301

REFRIGERATION

UNITS, TYP.

M-302

M-301

AHU-002-01

O A

I N

T A

K E

2R

1S

1S

1S

1S

2S ø

14ø

22x22 x2 x2

LP FROM TANK

1R 87514ø

PROVIDE FLEX DUCT

AT EQUIPMENT

CONNECTION (TYP)

3'

18x16

1R

1R

1R

GENERAL NOTES

A. ALL MECHANICAL HVAC WORK PART OF ALTERNATE 02 SCOPE.

B. MINIMUM 6 AIR CHANGES PER HOUR IN THIS BUILDING. OUTSIDE

AIR PROVIDED PER INTERNATIONAL MECHANICAL CODE.

C. BIOMASS DRYING ROOM TO BE PROVIDED AS ALTERNATE 03. THE

BIOMASS DRYING ROOM SHALL MEET THE CRITERIA OUTLINED IN

ARCHITECTURAL SHEETS AND SPECIFICATIONS, AND WILL BE

PROVIDED WITH ITS OWN HEATING AND COOL-DOWN SYSTEM.

D. INSULATE EXTERIOR DUCT AND JACKET.

E. ROUTE CONDENSATE DRAIN TO DRY WELL DECK PIT ADJACENT

TO AHU.

F. PROVIDE DUCT SUPPORTS AT NO LESS THAN 10' INTERVALS.

G. PROVIDE DUCT SUPPORTS FOR VERTICAL AND HORIZONTAL

(WIND) LOADS. USE SUPPORT METHODS AND MATERIALS FROM

SMACNA DUCT CONSTRUCTION STANDARDS, AND SUBMIT FOR

GOVERNMENT REVIEW.

H. CONTRACTOR SHALL PERFORM A UTILITY LOCATE PRIOR TO ANY

EARTHWORK.

I. PIPE TRENCHING (BEDDING, DEPTH, ETC.) AND UNDERGROUND

PIPE SPECIFICATION AND PROTECTION SHALL BE DETERMINED BY

THE PROPANE SUPPLIER. PROPANE SUPPLIER SHALL ALSO

SPECIFY THE METHOD OF TYING-IN TO THE EXISTING PROPANE

TANK AND TANK REGULATOR. MAINTAIN CLEARANCE FROM

OTHER BURIED UTILITIES. SEE C-101 FOR UNDERGROUND PIPE

ROUTING FROM EXISTING PROPANE TANK.

J. RETURN GRILLES SHALL HAVE FILTER FRAME. CONTRACTOR TO

PROVIDE AND INSTALL 1" MERV 8 FILTERS IN GRILLES PRIOR TO

CONSTRUCTION COMPLETTION.

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M-201

MECHANCIAL

FLOOR PLAN

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

1/8" = 1'-0"M-201

1 MECHANICAL FLOOR PLAN (ALTERNATE 02)

REV DATE DESCRIPTION

Level 1

SAMPLE CLEANING

STORAGE

REFRIGERATION

UNITS, TYP.

M-302

1R

2R

22x22

1S

22ø 14ø

CL

CL

CL

Level 1 100' - 0"

M-302

AHU-002-01

22ø

14ø

22x22

APPROXIMATE STRUCTURAL SYSTEM -

FIELD VERIFY PRIOR TO INSTALLATION

22x22

22x22

ROUTE DUCT HIGH TO LEAVE

ROOM FOR STORAGE BELOW

AHU CURB AND CONCRETE

PAD PER DETAILS ON M-501

AND M-502

GENERAL NOTES

A. ALL MECHANICAL HVAC WORK PART OF ALTERNATE 02 SCOPE.

www.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

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M-301

MECHANICAL

SECTIONS

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

1/4" = 1'-0"M-301

1 SECTION

1/4" = 1'-0"M-301

2 SECTION

REV DATE DESCRIPTION

Level 1

M-301

M-301

22x22

14ø

16x18

22"ø

GENERAL NOTES

A. ALL MECHANICAL HVAC WORK PART OF ALTERNATE 02 SCOPE.

www.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

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M-302

MECHANICAL

SECTIONS

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

1/4" = 1'-0"

1/M-302

REV DATE DESCRIPTION

CHANGE OF DUCT SIZE

TRANSITION

BRANCH DUCT TAKEOFFS

END TAP

A ≤ 30°

RECTANGULAR

DUCT

DUCT ELBOWS

NOTE: OFFSETS (TO AVOID OBSTRUCTIONS) ARE REQUIRED BUT ARE

NOT NECESSARILY SHOWN ON THE PLANS.

OFFSETS

TURNING

VANES

R=1/2W

45° OR 90°

RADIUS ELBOWS

.0

ROUND OR

RECTANGULAR

CONICAL

SPIN-IN

ROUND DUCT RUNOUT

TO SINGLE DIFFUSER

OR GRILLE ONLY

.0

D

W

D=1/2W, BUT NOT MORE

THAN 12"

A

CONICAL SPIN-IN OR TRANSITION

TO AT LEAST 70% GREATER THAN

AREA OF SMALLER DUCT. SEE MAX

TRANSITION ANGLE.

THE DUCT FITTINGS ABOVE ARE CONSIDERED ACCEPTABLE. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR ALTERNATIVE FITTINGS PRIOR TO FABRICATION. ONLY FITTINGS WITH EQUAL OR LOWER PRESSURE DROP WILL BE CONSIDERED.

A

W

12"x12" ACCESS PANEL ON

BOTTOM OF DUCT

UPSTREAM OF TURNING

VANES, REQUIRED FOR

RETURN AND EXHAUST

DUCTS

A ≤ 30°

R

A

W

R

R=1/2W

420ONE 1 x 18 GA STRAP36

ONE 1 x 16 GA STRAP

50 700

ONE 1 x 22 GA STRAP

QUANTITY/SIZE IN.MAX. DUCT

Ø IN.

HANGER STRAPS OR RODS

MAX. LOAD LBS.

MAX. SPACING

IN.

NOTE:

TABULATED DATA FROM SMACNA

ALLOWS FOR DUCT REINFORCING AND

INSULATION, BUT NO EXTERNAL LOAD.

BAND OF SAME

SIZE AS HANGER

STRAP

LOAD RATED

FASTENERS

50" Ø & UNDER

TWO 3/8 Ø RODS

TWO 1/2 Ø RODS

M

A X

UNISTRUT P1000

LATERAL BRACE

UNISTRUT P1843

HINGE CONNECTOR

TYPICAL EA. END

RIGID BRACE (SHOWN) OR MULTIPLE CABLE BRACES.

SEE STRUCTURAL FOR ANCHORAGE.

1 2

NOTES

LP TANK (EXISTING)

3/4” LP

FIRST AND SECOND STAGE

REGULATORS PROVIDED

WITH TANK

GRADE

AHU-002-01

200 MBH

LINE PRESSURE

REGULATOR, TYP.

SECTION A-A

RECTANGULAR DUCT

ROUND DUCT

A

A

SIZE DUCTWORK SO GRILLE

DOES NOT EXTEND BEYOND

OUTER SURFACE, VERIFY SIZE

WITH DIFFUSER SUPPLIER

SPIRAL SUPPLY DUCT

SUPPLY GRILLE

SUPPLY

AIR PLENUM

SPIRAL

DUCT

APPLY SEALANT

ALL AROUND

SHEET METAL SCREW

OPPOSED BLADE DAMPER,

SEPARATE OR INTEGRAL PER

GRD SCHEDULE

FILTER FRAME PROVIDED WITH

GRILLE

SHEET METAL SCREW

OPPOSED BLADE DAMPER

GRILLE

DUCT

18 GAUGE SHEET METAL COLLAR

FLANGE TIGHT AGAINST WALL

SURFACE. ATTACH TO DUCT WITH

SHEET METAL SCREWS OR POP RIVETS

PARTITION WALL

WALLBOARD

STUD FRAME OPENING

NOT BY MECHANICAL

SHEET METAL DUCT

2"MIN.

HVAC UNIT DRAIN PAN

NOTE:

CONDENSATE PIPING SHALL

BE TYPE 'L' OR 'M' COPPER

OPEN VENT

3/4"

UNION

ROUTE MIN. 1/4" PER

FOOT, SLOPE AWAY

FROM UNIT

BLOW-THROUGH

(FAN UPSTREAM OF COILS)

HVAC UNIT

DRAIN PAN

OPEN VENT

2"

2"

MIN.

SIZE SAME AS OUTLET OR 3/4",

WHICHEVER IS LARGER

UNION

ROUTE 1/4" PER FOOT,

SLOPE AWAY FROM UNIT

DRAW-THROUGH

(FAN DOWNSTREAM OF COILS)

#5 AT 12" ON CENTER EACH

WAY, CENTERED IN SLAB

GRADE

1" CHAMFER

NOTE:

CONCRETE AHU PAD SHALL EXTEND BEYOND EQUIPMENT BY 6" (MIN) IN

ALL DIMENSIONS. FINAL SIZE SHALL BE BASED ON APPROVED AHU

SUBMITTAL.

2" 4"

GENERAL NOTES

A. ALL MECHANICAL HVAC WORK PART OF ALTERNATE 02 SCOPE.

www.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

DATE

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M-501

MECHANICAL

DETAILS

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

NTSM-501

1 LOW PRESSURE DUCT FITTING REQUIREMENTS

NTSM-501

2 ROUND DUCT HANGER - SEISMIC

NTSM-501

4 PROPANE GAS PIPING DIAGRAM

NTSM-501

3 SUPPLY GRILLE - EXPOSED DUCTWORK

NTSM-501

5 STUD WALL PENETRATION

NTSM-501

6 CONDENSATE TRAP AND DRAIN

NTSM-501

7 AIR HANDLING UNIT CURB AND HOUSEKEEPING PAD

REV DATE DESCRIPTION

NEOPRENE GASKET

ALL AROUND

AHU BASE RAIL

SEISMIC RESTRAINT CLOP,

FASTEN TO CURB AND

BASERAIL WITH SELF

TAPPING SCREWS

AHU CURB

ANCHOR BOLT

NEOPRENE GASKET ALL

AROUND

CONCRETE HOUSEKEEPING

PAD 7/M-501

CAULK ALL AROUND

3/8"ø x 4" LG. HEX HEAD BOLT, NUT, FLAT & LOCK WASHERS, SPACING 8" O.C. MAXIMUM

R-12 RIGID

INSULATION

ALUMINUM JACKET

PENETRATION FLASHING

BY OTHERS

CAULK ALL AROUND

INSULATION & FLASHING

R-12 EXPOSED

INSULATION

S/R DUCT AS

INDICATED ON PLANS

1" INTERMITTENT

WELD 6" O.C.

2"x3"x1/4" ANGLE FLANGE

NEOPRENE GASKET

ALL AROUND

C-CHANNEL FRAME

A S

I N

D

IC

A T

E D

O N

P

LA

N

END VIEW

NOTES

M A

X

UNISTRUT P1000

LATERAL BRACE

UNISTRUT P1843

HINGE CONNECTOR

TYPICAL EA. END

HANGER RODS WITH STIFFENERS OR ANGLE

IRON SUPPORTS.

ANGLE IRON CROSS MEMBER.

RIGID BRACE (SHOWN) OR MULTIPLE CABLE

BRACES.

UNISTRUT P1000

UNISTRUT P1000

6" DRIP LEG WITH CAP

1/2" LP CONNECTION

TO EQUIPMENT

CERTIFIED LP FLEX LINE

LP SUPPLY LINE

G

LP SUPPLY LINE

1/2" LP

CONNECTION TO

EQUIPMENT

CERTIFIED LP FLEX LINE

6" DRIP LEG WITH CAP

LISTED LP VALVE

UNION

PIPE REDUCER,

IF REQUIRED

UNION

GLISTED LP

VALVE

PIPING FROM

ABOVE

SUPPLY FROM ABOVE

HORIZONTAL SUPPLY

VERTICAL OFFSET

FOR DRIP LEG

GENERAL NOTES

A. ALL MECHANICAL HVAC WORK PART OF ALTERNATE 02 SCOPE.

www.coffman.com

221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

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M-502

MECHANICAL

DETAILS

USDA

RENOVATION TO

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BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

REV DATE DESCRIPTION

NTSM-502

1 AIR HANDLING UNIT MOUNTING

NTSM-502

2 TYPICAL EXTERIOR DUCT CONNECTION

NTSM-502

4 SUSPENDED DUCTWORK

NTSM-502

3 PROPANE EQUIP. CONNECTION

AIR HANDLING UNIT SCHEDULE

TAG

MANUFACTURER/

MODEL

SUPPLY FAN EXHAUST FAN PROPANE HEATING COIL COOLING COIL

UNIT POWER REQMTS UNIT

WT.

(LBS)

REMARKSCOOLING

CFM

HEATING

CFM

MIN OA

CFM

ESP

(IN WC)

TSP

(IN WC)

MOTOR DATA TOTAL

CFM

ESP

(IN WC)

TSP

(IN WC)

MOTOR DATA INLET

MBh

INLET PRESS

(IN WC)

EAT

(F)

LAT

(F)

APD

(IN WC)

TOTAL

MBh

SENS.

MBh

ROWS/

FPI

EAT (F) LAT (F) APD

(IN WC)HP RPM FLA HP RPM FLA DB WB DB WB VOLTS Ø MOCP SCCR

AHU-002-01

DAIKIN/

REBEL DPS007A

4,200 4,200 420 0.50 1.9 4 2,398 8.8 4,200 0.50 0.64 4.3 1,768 9.6 200 11-14 58 90 0.04 90.0 84.7

3/

74.5 57.8 55.0 50.0 0.19 208 3 50 65 kAIC 2,207 1,2,3,4,5,6,7,8

1. PROVIDE UNIT WITH FULL ECONOMIZER CAPABILITIES, INCLUDING INTERNAL EXHAUST FAN OR POWER EXHAUST ACCESSORY.

2. PACKAGED UNIT WITH HEAT PUMP AND PROPANE AUXILIARY HEATING. HEAT PUMP SHALL BE SIZED ONLY ACCORDING TO UNIT COOLING LOAD AND PROPANE HEAT SIZED FOR FULL HEATING LOAD. MINIMUM 5:1 TURNDOWN ON PROPANE HEATING COIL.

3. UNIT SHALL HAVE STAINLESS STEEL DRAIN PAN, CONDENSATE SHALL BE TRAPPED ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS.

4. UNIT SHALL BE PROVIDED WITH LP PRESSURE REGULATOR AT UNIT AND ANY NECESSARY LP CONVERSION KIT INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS.

5. PROVIDE UNIT WITH FACTORY CONTROLS, UNIT SHALL BE MONITORED BY THE FACILITY ALERTON SYSTEM. BASIS-OF-DESIGN IS DAIKIN MICROTECH III CONTROLLER. PROVIDE FACTORY-INSTALLED RETURN SMOKE DETECTION AND INTERNAL FILTER DIFFERENTIAL PRESSURE MONITORING.

6. FILTRATION SHALL INCLUDE 2" MERV 8 PREFILTER AND 4" MERV 13 FILTER.

7. UNIT SHALL INCLUDE 115V GFI OUTLET AND FUSED DISCONNECT AT SCCR RATING SHOWN ON SCHEDULE.

8. PROVIDE INSULATED CURB FOR UNIT INSTALLATION ON CONCRETE PAD OUTDOORS. CURB HEIGHT SHALL BE MINIMUM 14" FOR SNOW ACCUMULATION AND CONDESATE TRAP, INCREASED AS NECESSARY FOR SIDE DUCT CONNECTIONS THROUGH CURB (IF AHU PROVIDED DOES NOT HAVE SIDE CONNECTIONS)

DUCT INSULATION SCHEDULE

SYSTEM LOCATION

COMBINED INSTALLED R-VALUE

REMARKS

SUPPLY/RETURN AIR

OUTSIDE

BUILDING

12 1,3

SUPPLY/RETURN AIR

UNCONDITIONED

SPACE

6 2,3

SUPPLY/RETURN AIR

BUILDING

ENVELOPE

ASSEMBLY

16 3

SUPPLY AIR

CONDITIONED

SPACE

3.3 3,4

1. OUTSIDE THE BUILDING MEANS OUTDOORS AND EXPOSED TO WEATHER,

TO INCLUDE DUCT UNDERNEATH LEAN-TO.

2. UNCONDITIONED SPACE MEANS ENCLOSED BUT NOT IN THE BUILDING

CONDITIONED ENVELOPE.

3. CONFORM TO ALL APPLICABLE LOCAL, CITY, STATE, AND NATIONAL

CODES AND REGULATIONS.

4. DUCTWORK WITIHIN THE CONDITIONED SPACE SHALL BE INSULATED IF

THE AIR INSIDE THE DUCTWORK EXCEEDS 105°F OR IS LESS THAN 55°F.

GRILLES, REGISTERS, DIFFUSERS SCHEDULE

TAG TYPE MANUFACTURER/ MODEL GRILLE SIZE MATERIAL FRAME STYLE FINISH NOTES

1S SUPPLY

PRICE/

SDG

16X12 STEEL DUCT MOUNT GRAY 1, 2

2S SUPPLY

PRICE/

12X10 STEEL SURF. MOUNT WHITE 1

1R RETURN

PRICE/

80FF

24X20 STEEL DUCT MOUNT GRAY 1,3

2R RETURN

PRICE/

530FF

18X16 STEEL SURF. MOUNT WHITE 1,3

1. SEE FLOOR PLANS FOR CONNECTION SIZE.

2. PROVIDE WITH BALANCING DAMPER OPTION INTEGRAL TO GRILLE.

3. FILTERED RETURN GRILLE, CONTRACTOR TO PROVIDE AND INSTALL 1" MERV 8 FILTERS.

SEISMIC AND VIBRATION CONTROL SEISMIC RESTRAINT PROVISIONS

TAG EQUIPMENT LEVEL RESTRAINTS BASE

FLEXIBLE

CONNECTORS

VIBRATION

ISOLATORS

DEFLECTION

(IN)

SEISMIC SUPPORTS ARE REQUIRED FOR THIS PROJECT FOR ALL MECHANICAL AND ELECTRICAL

EQUIPMENT AND DISTRIBUTION SYSTEMS. SEISMIC RESTRAINT CALCULATIONS MUST BE PROVIDED BY THE PRODUCT MANUFACTURER FOR ALL CONNECTIONS OF EQUIPMENT TO THE STRUCTURE. ALL RESTRAINING DEVICES SHALL HAVE TESTING DATA TO VALIDATE MAXIMUM RESTRAINT RATINGS.

PREAPPROVALS BASED ON INDEPENDENT TESTING ARE PREFERRED TO PREAPPROVALS BASED ON

CALCULATIONS. CALCULATIONS (INCLUDING THE COMBINING OF TENSILE AND SHEAR LOADING) TO

SUPPORT SEISMIC RESTRAINT DESIGNS MUST BE STAMPED BY A REGISTERED PROFESSIONAL

ENGINEER LICENSED IN OREGON. THE ENGINEERING ANALYSIS MUST INDICATE CALCULATED DEAD LOADS, STATIC SEISMIC LOADS, AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS TO

EQUIPMENT STRUCTURE. ANALYSIS MUST DETAIL ANCHORING METHODS, BOLT DIAMETER,

EMBEDMENT, AND/OR WELDED LENGTH.

AHU-002-01 OUTDOOR AIR HANDLING UNIT GRADE A D Y NR NA

DUCTWORK OVER 6 SF (CROSS-SECTION) ALL A NR NR NR NR

ALL SEISMIC RESTRAINT DEVICES SHALL BE DESIGNED TO ACCEPT, WITHOUT FAILURE, THE FORCES

PRESCRIBED PER THE ASCE 7 ACTING THROUGH THE EQUIPMENT CENTER OF GRAVITY.

OVERTURNING MOMENTS MAY EXCEED FORCES AT GROUND LEVEL AND MAY BE RESISTED BY

SEISMIC RESTRAINTS, SUPPORT, OR ANCHORAGE. ANCHORAGE TO CONCRETE MUST HAVE AN ICC

TESTING REPORT THAT ADHERES TO THE REQUIREMENTS OF THE IBC AND MUST BE RATED FOR

SEISMIC RESTRAINT IN CRACKED CONCRETE USING THE APPROPRIATE REDUCTION FACTORS PER ACI 318 APPENDIX D. ACCEPTABLE ANCHORS INCLUDE THE HILTI KWIK BOLT TZ AND SIMPSON STRONG BOLT WEDGE ANCHORS OR HILTI HIT-RE 500-SD AND SIMPSON SET XP EPOXY ANCHORS.

EPOXIES ARE NOT ACCEPTABLE FOR USE IN OVERHEAD APPLICATIONS.

ASCE 7-16 SEISMIC DESIGN CRITERIA

SEISMIC DESIGN CATEGORY "D"

RISK CATEGORY II

SITE CLASS "D"

SEISMIC IMPORTANCE FACTOR FOR BUILDING, I = 1.0

COMPONENT RESPONSE MODIFICATION AND AMPLIFICATION FACTORS

SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7, TABLE 13.6-1.

DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS (0.2 SECOND):

SDS = 0.376 G.

DESIGN SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIOD:

RESTRAINTS BASE TYPE

SD1 = 0.212 G.

NOTESA = ANCHOR A = ISOLATOR ATTACHED TO EQUIPMENT DIRECTLY

AM = ANCHOR SPECIFIED BY EQUIPMENT MANUFACTURER B = STRUCTURAL STEEL RAILS OR BASE 1 CONCRETE PAD MASS TO EQUAL AT LEAST 75% OF EQUIPMENT

B = RESTRAINING BASE WITH SNUBBER C = CONCRETE INERTIA BASE 2 NR=NOT REQUIRED, NA=NOT APPLICABLE

Y = REQUIRED PER SPECIFICATION 23 05 40 D = CURB-MOUNTED BASE 3 PIPING TO BE BRACED LATERALLY A MINIMUM OF EVERY 40' AND LONGITUDINALLY EVERY 80'

REGARDLESS OF SEISMIC REQUIREMENTS.

ISOLATOR TYPE 4 SEE SPECIFICATION SECTION 23 05 40 FOR DESCRIPTION AND REQUIREMENTS OF BASES, ISOLATORS, AND RESTRAINTS.1. PAD: RUBBER, GLASS FIBER 4. RESTRAINED SPRING ISOLATOR

2. RUBBER ISOLATOR, FLOOR OR HANGER 5. THRUST RESTRAINT 5 ALL PIPING GREATER THAN 1" MUST BE RESTRAINED

3. SPRING ISOLATOR, FLOOR OR HANGER 6. AIR SPRING 6 EQUIPMENT VENDOR TO DETERMINE DEFLECTION

GENERAL NOTES

A. ALL MECHANICAL HVAC WORK PART OF ALTERNATE 02 SCOPE.

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221 N. Wall Street, Suite 500 Spokane, WA 99201 ph 509.328.2994

SHEET OF

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M-601

MECHANICAL

SCHEDULES

USDA

RENOVATION TO

GARAGE

BUILDING

48037 TUBBS RANCH ROAD

ADAMS, OR 97810

FINAL

TURNOVER

REV DATE DESCRIPTION

EXHAUST

AIR

OUTSIDE

AIR

RETURN

AIR

SUPPLY

AIR

SD

T

DI

M

M

M DPS

TT

AI

AO

DI

AI

R

RETURN SMOKE

DETECTORRETURN

TEMPERATURE

MIXED

TEMPERATUREFILTER

ALARM

NO

NC

NC

R

SAFETY

RELAY

XFMR

120V24VAC

EXHAUST AIR

DAMPER

VFD

DO

AO

START/STOP

SPEED

AI CURRENT

AI

SUPPLY

AIR

FLOW

RETURN AIR

DAMPER

AO

AO

OUTSIDE AIR

DAMPER

DPDOSTART / STOP

AOSETPOINT

SUPPLY

TEMPERATURE

PH

H

P

START / STOP

AO SETPOINT

DO

LP

FURNACE

DESCRIPTION OF OPERATION

EXISTING BUILDING AUTOMATION SYSTEM:

BUILDING 002 DOES NOT HAVE AN EXISTING BUILDING AUTOMATION SYSTEM. THE AIR HANDLING UNIT IN

THIS PROJECT’S SCOPE WILL BE STAND-ALONE, WITH PACKAGED FACTORY CONTROLS.

AHU-002-01:

PROVIDES SINGLE-ZONE HEATING, COOLING, AND VENTILATION FOR THE SAMPLE STORAGE AREA OF

BUILDING 002. THE OCCUPANCY MODE SHALL BE DETERMINED THROUGH A USER-ADJUSTABLE,

GRAPHICAL, SEVEN-DAY SCHEDULE WITH HOLIDAY SCHEDULE.

OCCUPIED MODE:

1. THE SUPPLY FAN SHALL BE ENERGIZED AND RUN AT CONSTANT SPEED WITH MINIMUM OUTSIDE AIR.

2. THE SUPPLY AIR TEMPERATURE SETPOINT SHALL BE RESET FROM T-MIN (55°F ADJ) WHEN THE OUTSIDE AIR TEMPERATURE IS 70°F AND ABOVE TO T-MAX (75-90°F) WHEN THE OUTSIDE AIR TEMPERATURE IS 65°F

AND BELOW.

3. UPON CALL FOR HEATING, INITIATE HEAT PUMP HEATING MODE AND MAINTAIN HEATING AIR SUPPLY TEMPERATURE SETPOINT OF 85°F (ADJ). IF SPACE SETPOINT IS STILL NOT MET, INCREASE SUPPLY FAN SPEED TO HIGH. IF DISCHARGE AIR SETPOINT CANNOT BE MET, OR THE HEAT PUMP ENTERS DEFROST, ENGAGE PROPANE HEAT TO MAINTAIN SUPPLY TEMPERATURE SETPOINT.

4. UPON CALL FOR COOLING, INITIATE FIRST STAGE COOLING AND MAINTAIN COOLING AIR SUPPLY TEMPERATURE SETPOINT. IF UNABLE TO MAINTAIN SETPOINT, ACTIVATE SECOND STAGE COOLING AND INCREASE SUPPLY FAN SPEED. SEPARATE THE TWO STAGES BY AN ADJUSTABLE TEMPERATURE DEAD

BAND TO ACHIEVE NO MORE THAN 4 COMPRESSOR STARTS PER HOUR.

5. ECONOMIZER COOLING IS ENABLED WHEN OUTSIDE AIR TEMPERATURE IS BELOW SUPPLY AIR TEMPERATURE SETPOINT AND DISABLED WHEN OUTSIDE AIR TEMPERATURE FALLS BELOW 35°F (ADJ) WITH A MIXED AIR TEMPERATURE LOW LIMIT OF 52°F (ADJ). WHEN ECONOMIZER COOLING IS ENABLED, DAMPERS OPEN TO MAXIMUM OUTSIDE AIR AND FANS RUN AT HIGH SPEED. IF COOLING SETPOINT IS NOT REACHED, ACTIVATE FIRST STAGE MECHANICAL COOLING.

6. SMOKE DETECTION CONTACTS SHALL BE WIRED TO DISABLE THE SUPPLY FAN THROUGH A HARD- WIRED INTERLOCK.