Attachment 1_Design Drawings.pdf

U

D A

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B005 EXT. ENVELOPE & OTHER REPAIRS

TITLE SHEET

T101

WENATCHEE BUILDING REPAIRS

AGRICULTURAL RESEARCH SERVICE

U.S. DEPARTMENT OF AGRICULTURE

LOCATION MAPVICINITY MAP

A. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS PRIOR TO PERFORMING WORK OR FABRICATION OR PURCHASE

OF EQUIPMENT, MATERIALS, AND ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION FOR RESOLUTION

BEFORE PROCEEDING WITH ANY CONSTRUCTION, FABRICATION, OR

EQUIPMENT PURCHASE.

B. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONSTRUCTION TO REMAIN

THAT HAS BEEN DAMAGED BY THE DEMOLITION, DECONSTRUCTION, OR NEW

CONSTRUCTION AS SPECIFIED IN SPECIFICATION SECTION 02 41 00.

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VE

PHYSIOLOGY AND PATHOLOGY OF TREE

FRUITS RESEARCH LABORATORY

1104 N. WESTERN AVE.

WENATCHEE, WA

SEATTLE

EVERETT

MOUNT VERNON

BELLINGHAM

WENATCHEE

YAKIMA

PASCO

WALLA WALLA

PULLMAN

SPOKANE

TACOMA

OLYMPIA

VANCOUVER

LOCATION

PROJECT

BUILDING 005

PROJECT DESCRIPTION

PROJECT A - BUILDING 005 EXTERIOR ENVELOPE AND OTHER REPAIRS

CODE ANALYSIS B005:

THE REPAIR WORK AT BUILDING 005 WILL COMPLY WITH THE PRESCRIPTIVE

METHOD AND LIMITATIONS INDICATED IN THE 2018 WASHINGTON STATE EXISTING

BUILDING CODE (WSEBC), ALTERATION - LEVEL 1 FOR WORK TO BE PERFORMED

AT THIS FACILITY. PER CHAPTER 7, ALTERATION - LEVEL 1 THIS PROJECT IS TO

COMPLY WITH SECTION 602 AND ANY OTHER CHAPTERS AND SECTIONS

INCLUDED IN THE WSEBC OR THE WASHINGTON STATE BUILDING CODE AS

REQUIRED. WORK BEING PERFORMED AT THIS FACILITY IS TO REMOVE AND

REPLACE EXISTING MATERIALS AND EQUIPMENT IN-KIND. THERE WILL BE NO

ADDITIONS OR ALTERATIONS TO EXISTING SPACES.

GENERAL NOTES BUILDING CODE ANALYSIS

PHYSIOLOGY AND PATHOLOGY OF TREE

FRUIT RESEARCH LABORATORY

WENATCHEE, WA

A-E CONTRACT NO.: 12639521D0053

A-E TASK ORDER NO.: 12905B24F0144

BUILDING 005 – EXTERIOR ENVELOPE AND OTHER REPAIRS WILL INCLUDE BUT NOT LIMITED TO THE

FOLLOWING ITEMS:

BASE BID:

· REMOVE AND REPLACE METAL ROOFING PANELS.

· REMOVE AND REPLACE EXISTING SINK.

· ADDRESS SAFETY CONCERNS FOR INTERIOR PANELS (REFASTENING OR REMOVAL OF DAMAGED

PANELS).

· PROVIDE EXTERIOR LIGHTS ON EAST, WEST, AND SOUTH FACADES AS SHOWN.

BID OPTION 1:

· REMOVE AND REPLACE INTERIOR PERSONNEL DOORS, FRAMES, AND HARDWARE IN ROOMS 104 AND 105.

BID OPTION 2:

· REMOVE CEILING PANELS, WALL PANELS, AND INSULATION IN ROOM 105. PROVIDE SPRAY FOAM

INSULATION AND APPLY INTUMESCENT PAINT. REMOVE AND REINSTALL LIGHTS TO PERFORM THE WORK.

DRAWING NO.

INDEX OF DRAWINGS

SHEET NO. TITLE

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B005 EXT. ENVELOPE & OTHER REPAIRS

DRAWING INDEX

T102

TITLE SHEET

DRAWING INDEX

DEMO FLOOR PLAN

DEMO ROOF PLAN

DEMO ELEVATIONS

DEMO BUILDING SECTIONS

FLOOR PLAN

ROOF PLAN

ELEVATIONS

BUILDING SECTIONS

DETAILS AND DOOR SCHEDULE

PLUMBING FLOOR PLAN

PLUMBING SCHEDULES AND DETAILS

ELECTRICAL NOTES AND ABBREVIATIONS

LEGEND

ELECTRICAL DEMO PLAN

ELECTRICAL FLOOR PLAN

LIGHTING DETAILS

T101

T102

AD101

AD151

AD201

AD301

A101

A151

A201

A301

A501

P101

P601

E001

E002

ED101

E101

E201

'-1

0"

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21'-6"

EXISTING ADDITION

'-5

40'

40'

'-9

SHOP

MEZZANINE

103 102

2 2

AD301

AD301

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR

TO PERFORMING ANY WORK OR FABRICATION

OR PURCHASE OF EQUIPMENT, MATERIALS,

AND ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH ANY CONSTRUCTION,

FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL

BE REINSTALLED IN THE WORK OR CAPPED

AND TERMINATED IN ACCORDANCE WITH

CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK (IF

REQUIRED).

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION,

DECONSTRUCTION, OR NEW CONSTRUCTION

AS SPECIFIED IN SPECIFICATION SECTION 02 41

00.

E. ALL EXTERIOR OVERHEAD DOORS, PERSONNEL

DOORS, AND WINDOWS TO REMAIN IN PLACE.

1'-0'

06' 6'3'

SCALE: 3/16" =

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B005 EXT. ENVELOPE & OTHER REPAIRS

DEMO FLOOR PLANS

AD101

SCALE:

BUILDING 005 - DEMO

FLOOR PLAN

3/16" = 1'-0"

AD101

SCALE:

BUILDING 005 - DEMO

MEZZANINE PLAN

3/16" = 1'-0"

AD101

KEYED NOTESX

1. REMOVE EXISTING SINK. SEE PLUMBING.

2. EXISTING WALL PANELS FROM FLOOR TO

CEILING TO REMAIN.

3. REMOVE EXISTING INTERIOR WALL PANELS

FROM THE CEILING DOWN TO THE JOINT

LINE AT APPROXIMATELY 12' ABOVE

FINISHED FLOOR. EXISTING WALL PANELS

FROM FLOOR TO THE JOINT LINE AT

APPROXIMATELY 12' TO REMAIN.

4. EXISTING ELECTRICAL PANELS TO REMAIN.

EXISTING WALL PANELS ABOVE ELECTRICAL

PANELS TO REMAIN.

5. BID OPTION 1: REMOVE EXISTING DOORS

AND FRAMES.

6. BID OPTION 2: REMOVE INTERIOR WALL

PANELS AND INSULATION. SEE ELECTRICAL

FOR MORE INFORMATION.

7. EXISTING METAL WALL PANELS APPROX. 9'

ABOVE FINISHED FLOOR TO REMAIN.

0"

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21'-6"

EXISTING ADDITION

'-5

40'

3 3

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR

TO PERFORMING ANY WORK OR FABRICATION

OR PURCHASE OF EQUIPMENT, MATERIALS, AND

ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH ANY CONSTRUCTION,

FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL

BE REINSTALLED IN THE WORK OR CAPPED AND

TERMINATED IN ACCORDANCE WITH CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK.

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION,

DECONSTRUCTION, OR NEW CONSTRUCTION AS

SPECIFIED IN SPECIFICATION SECTION 02 41 00.

E. BUILDING 005 HAS A FINISHED INTERIOR THAT

WILL REQUIRE THE CONTRACTOR TO PROVIDE

PROTECTION FROM THE WEATHER AND

CONSTRUCTION DEBRIS DURING THE

DEMOLITION AND REPLACEMENT OF THE

EXTERIOR ROOF SYSTEM.

1'-0'

06' 6'3'

SCALE: 3/16" =

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B005 EXT. ENVELOPE & OTHER REPAIRS

DEMO ROOF PLAN

AD151

SCALE:

BUILDING 005

DEMO ROOF PLAN

3/16" = 1'-0"

AD151

KEYED NOTESX

1. REMOVE EXISTING METAL ROOF PANELS.

2. EXISTING ADDITION ROOF TO REMAIN.

3. EXISTING AWNING OVER PERSONNEL DOOR

TO REMAIN.

4. EXISTING CANOPY OVER HVAC EQUIPMENT

TO REMAIN.

5. REMOVE TRANSLUCENT PANELS.

6. REMOVE ROOF VENTS.

7. REMOVE, STORE, AND PROTECT FLUE TO

PERFORM WORK.

EXISTING METAL WALL

PANELS TO REMAIN,

TYP. ALL

EXISTING ADDITION EXISTING ADDITION

EXISTING ADDITION

REMOVE EXISTING

METAL ROOF

REMOVE EXISTING METAL ROOF

REMOVE EXISTING

METAL ROOF

EXISTING METAL WALL PANELS

TO REMAIN, TYP. ALL

EXISTING WINDOWS

TO REMAIN, TYP. ALL

EXISTING OVERHEAD

DOORS TO REMAIN

REMOVE EXISTING

EXTERIOR LIGHT

REMOVE EXISTING

METAL ROOF

EXISTING AWNING OVER

PERSONNEL DOOR TO REMAIN EXISTING AWNING OVER

HVAC UNIT TO REMAIN

EXISTING AWNING

OVER PERSONNEL

DOOR TO REMAIN

'-1

0"

EXISTING PERSONNEL

DOOR TO REMAIN, TYP. ALL

'-1

0"

EXISTING ADDITION METAL

ROOF TO REMAIN

EXISTING ADDITION METAL

ROOF TO REMAIN

EXISTING ADDITION

METAL ROOF TO

REMAIN

REMOVE ROOF VENTS, TYP.

REMOVE ROOF VENTS, TYP.REMOVE ROOF VENTS, TYP.

REMOVE ROOF VENTS, TYP.

EXISTING CHAIN LINK

FENCE TO REMAIN

EXISTING FALSE

OPENING TO REMAIN

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR

TO PERFORMING ANY WORK OR FABRICATION

OR PURCHASE OF EQUIPMENT, MATERIALS, AND

ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH ANY CONSTRUCTION,

FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL

BE REINSTALLED IN THE WORK OR CAPPED AND

TERMINATED IN ACCORDANCE WITH CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK.

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION,

DECONSTRUCTION, OR NEW CONSTRUCTION AS

SPECIFIED IN SPECIFICATION SECTION 02 41 00.

E. BUILDING 005 HAS A FINISHED INTERIOR THAT

WILL REQUIRE THE CONTRACTOR TO PROVIDE

PROTECTION FROM THE WEATHER AND

CONSTRUCTION DEBRIS DURING THE

DEMOLITION AND REPLACEMENT OF THE

EXTERIOR ROOF SYSTEM.

1'-0'

06' 6'3'

SCALE: 3/16" =

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B005 EXT. ENVELOPE & OTHER REPAIRS

DEMO ELEVATIONS

AD201

SCALE:

BUILDING 005

DEMO NORTH ELEVATION

3/16" = 1'-0"

AD201 SCALE:

BUILDING 005

DEMO EAST ELEVATION

3/16" = 1'-0"

AD201

SCALE:

BUILDING 005

DEMO SOUTH ELEVATION

3/16" = 1'-0"

AD201 SCALE:

BUILDING 005

DEMO WEST ELEVATION

3/16" = 1'-0"

AD201

1"

38'-9 1/2"

4' -3

EXISTING PLYWOOD WALL (APPROX. 4' HIGH) TO REMAIN

REMOVE EXISTING METAL ROOF PANELS

EXISTING 2X @ 21" O.C. ATTACHED TO ROOF PURLINS TO REMAIN

EXISTING WALL GIRTS TO REMAIN

EXISTING 6" ROOF PURLINS TO REMAIN

EXISTING METAL

WALL PANELS

TO REMAIN

4' -3

40'

9"

EXISTING STRUCTURE TO REMAIN

EXISTING TONGUE AND GROOVE WALL PANELS TO REMAIN

EXISTING 1X3 ATTACHED TO 2X TO REMAIN

REMOVE EXISTING INTERIOR WALL PANELS FROM THE

CEILING DOWN TO THE JOINT LINE AT APPROXIMATELY

12' A.F.F.; INSULATION AND WOOD SUBSTRATE TO REMAIN

SHOP

EXISTING WALL

INSULATION TO

REMAIN

EXISTING ROOF BATT INSULATION TO REMAIN

8" EXISTING

STRUCTURE TO

REMAIN

EXISTING TONGUE AND GROOVE

CEILING PANELS TO REMAIN

EXISTING 1X3 @16" O.C.

ATTACHED TO 2X TO REMAIN

REMOVE ROOF VENTS, TYP.

EXISTING METAL ROOF

PANELS TO REMAIN

EXISTING METAL

WALL PANELS TO

REMAIN

EXISTING STRUCTURE TO REMAIN

EXISTING CONCRETE CURB TO REMAIN

REMOVE EXISTING CEILING PANELS

AND INSULATION ABOVE PANELS

REMOVE EXISTING WALL PANELS AND

INSULATION BEHIND PANELS

21'-6"

9'

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR

TO PERFORMING ANY WORK OR FABRICATION OR

PURCHASE OF EQUIPMENT, MATERIALS, AND

ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH ANY CONSTRUCTION,

FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL

BE REINSTALLED IN THE WORK OR CAPPED AND

TERMINATED IN ACCORDANCE WITH CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK.

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION,

DECONSTRUCTION, OR NEW CONSTRUCTION AS

SPECIFIED IN SPECIFICATION SECTION 02 41 00.

E. BUILDING 005 HAS A FINISHED INTERIOR THAT

WILL REQUIRE THE CONTRACTOR TO PROVIDE

PROTECTION FROM THE WEATHER AND

CONSTRUCTION DEBRIS DURING THE DEMOLITION

AND REPLACEMENT OF THE EXTERIOR ROOF

SYSTEM.

1'-0'

U

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B005 EXT. ENVELOPE & OTHER REPAIRS

DEMO BUILDING SECTIONS

AD301

SCALE:

SHOP SIDE

DEMO BUILDING SECTION

3/8" = 1'-0"

AD301 SCALE:

ROOM 105 - BID OPTION 2

DEMO BUILDING SECTION

3/8" = 1'-0"

AD301

0"

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21'-6"

EXISTING ADDITION

'-5

40'

40'

'-9

SHOP

MEZZANINE

103 102

4 4

A301

A301

104A

104B

105A

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR

TO PERFORMING ANY WORK OR FABRICATION

OR PURCHASE OF EQUIPMENT, MATERIALS,

AND ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH ANY CONSTRUCTION,

FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL

BE REINSTALLED IN THE WORK OR CAPPED

AND TERMINATED IN ACCORDANCE WITH

CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK (IF

REQUIRED).

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION,

DECONSTRUCTION, OR NEW CONSTRUCTION

AS SPECIFIED IN SPECIFICATION SECTION 02 41

00.

E. ALL EXTERIOR OVERHEAD DOORS, PERSONNEL

DOORS, AND WINDOWS TO REMAIN IN PLACE.

1'-0'

06' 6'3'

SCALE: 3/16" =

U

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B005 EXT. ENVELOPE & OTHER REPAIRS

FLOOR PLANS

A101

SCALE:

BUILDING 005

FLOOR PLAN

3/16" = 1'-0"

A101

SCALE:

BUILDING 005

MEZZANINE PLAN

3/16" = 1'-0"

A101

KEYED NOTESX

1. PROVIDE SINK. SEE PLUMBING.

2. PROVIDE MINIMUM OF 6 FASTENERS TO

SECURELY FASTEN EACH EXISTING WALL

PANEL (FROM CONCRETE CURB TO CEILING)

TO THE EXISTING WOOD SUBSTRATE. SEE

DETAIL 5/A501.

3. PROVIDE A MINIMUM OF 6 FASTENERS TO

SECURELY FASTEN EACH EXISTING WALL

PANEL (FROM CONCRETE CURB TO THE

JOINT LINE AT APPROXIMATELY 12') TO THE

EXISTING WOOD SUBSTRATE. PROVIDE

PAINTED GYPSUM BOARD FROM THE JOINT

LINE AT APPROXIMATELY 12' TO ROOF DECK

(TO COVER THE EXISTING BATT INSULATION).

4. PROVIDE A MINIMUM OF 6 FASTENERS TO

SECURELY FASTEN EACH EXISTING WALL

PANEL (FROM FLOOR TO CEILING) TO THE

EXISTING WOOD SUBSTRATE. SEE DETAIL

5/A501.

5. BID OPTION 1: PROVIDE INSULATED STEEL

DOORS AND FRAMES TO FIT INTO EXISTING

OPENING. CONTRACTOR MUST VERIFY

OPENING SIZE.

6. BID OPTION 2: PROVIDE MINIMUM 3"

CLOSED-CELL SPRAY FOAM INSULATION

FROM TOP OF CONCRETE CURB TO CEILING.

PROVIDE INTUMESCENT PAINT TO EXPOSED

SPRAY FOAM INSULATION.

7. BID OPTION 2: PROVIDE MINIMUM 3"

CLOSED-CELL SPRAY FOAM INSULATION

FROM TOP OF CONCRETE CURB TO

EXISTING METAL PANEL (APPROX. 9' ABOVE

FINISHED FLOOR). PROVIDE INTUMESCENT

PAINT TO EXPOSED SPRAY FOAM

INSULATION.

8. PROVIDE MINIMUM OF 6 FASTENERS TO

SECURELY FASTEN EACH EXISTING CEILING

PANEL TO THE EXISTING WOOD SUBSTRATE.

SEE DETAIL 5/A501.

0"

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21'-6"

EXISTING ADDITION

'-5

40'

3 3

A501

A501

A501

3 COMPONENT AND CLADDING LOAD DIAGRAM

a a aa a a

WALLS h≤ 60°

GABLE 7° < 8 ≤ 45°

a = 5.0 FT.

a

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR

TO PERFORMING ANY WORK OR FABRICATION

OR PURCHASE OF EQUIPMENT, MATERIALS,

AND ASSEMBLIES. ANY DEVIATIONS SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S

ATTENTION FOR RESOLUTION BEFORE

PROCEEDING WITH ANY CONSTRUCTION,

FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL

BE REINSTALLED IN THE WORK OR CAPPED AND

TERMINATED IN ACCORDANCE WITH CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK.

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION,

DECONSTRUCTION, OR NEW CONSTRUCTION AS

SPECIFIED IN SPECIFICATION SECTION 02 41 00.

E. BUILDING 005 HAS A FINISHED INTERIOR THAT

WILL REQUIRE THE CONTRACTOR TO PROVIDE

PROTECTION FROM THE WEATHER AND

CONSTRUCTION DEBRIS DURING THE

DEMOLITION AND REPLACEMENT OF THE

EXTERIOR ROOF SYSTEM.

1'-0'

06' 6'3'

SCALE: 3/16" =

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B005 EXT. ENVELOPE & OTHER REPAIRS

ROOF PLAN

A151

SCALE:

BUILDING 005

ROOF PLAN

3/16" = 1'-0"

A151

KEYED NOTESX

1. PROVIDE STANDING SEAM METAL ROOF

PANELS TO MATCH THE EXISTING SLOPE.

PROVIDE CONTINUOUS THERMAL BREAK /

THERMAL BLOCKING (MIN. R-5 VALUE

BLOCKING) BETWEEN METAL PANELS AND

STRUCTURAL STEEL AT CLIPS.

2. EXISTING ADDITION ROOF TO REMAIN.

3. EXISTING AWNING OVER PERSONNEL DOOR

TO REMAIN.

4. EXISTING CANOPY OVER HVAC EQUIPMENT

TO REMAIN.

5. RECONNECT EXISTING FLUE AND PROVIDE

FLASHING. SEE DETAIL 4/A501.

6. PROVIDE RIDGE CAP.

SCALE:

STRUCTURAL LOAD DIAGRAM

NOT TO SCALE

A151

EXISTING ADDITION EXISTING ADDITION

EXISTING ADDITION

PROVIDE STANDING SEAM METAL ROOF

PROVIDE STANDING SEAM METAL ROOF

PROVIDE STANDING

SEAM METAL ROOF

PROVIDE EXTERIOR LIGHT (SEE ELECTRICAL)

PROVIDE EXTERIOR LIGHT (SEE ELECTRICAL)PROVIDE EXTERIOR LIGHT

(SEE ELECTRICAL)

PROVIDE STANDING

SEAM METAL ROOF

'-1

0"

PROVIDE RIDGE CAP

PROVIDE RIDGE CAP

PROVIDE RIDGE CAP

PROVIDE RIDGE CAP

'-1

0"

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

PERFORMING ANY WORK OR FABRICATION OR

PURCHASE OF EQUIPMENT, MATERIALS, AND

ASSEMBLIES. ANY DEVIATIONS SHALL BE BROUGHT

TO THE CONTRACTING OFFICER'S ATTENTION FOR

RESOLUTION BEFORE PROCEEDING WITH ANY

CONSTRUCTION, FABRICATION, OR EQUIPMENT

PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE

REINSTALLED IN THE WORK OR CAPPED AND

TERMINATED IN ACCORDANCE WITH CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK.

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION, DECONSTRUCTION,

OR NEW CONSTRUCTION AS SPECIFIED IN

SPECIFICATION SECTION 02 41 00.

E. BUILDING 005 HAS A FINISHED INTERIOR THAT WILL

REQUIRE THE CONTRACTOR TO PROVIDE

PROTECTION FROM THE WEATHER AND

CONSTRUCTION DEBRIS DURING THE DEMOLITION

AND REPLACEMENT OF THE EXTERIOR ROOF

SYSTEM.

1'-0'

06' 6'3'

SCALE: 3/16" =

U

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B005 EXT. ENVELOPE & OTHER REPAIRS

ELEVATIONS

A201

SCALE:

BUILDING 005

NORTH ELEVATION

3/16" = 1'-0"

A201 SCALE:

BUILDING 005

EAST ELEVATION

3/16" = 1'-0"

A201

SCALE:

BUILDING 005

SOUTH ELEVATION

3/16" = 1'-0"

A201 SCALE:

BUILDING 005

WEST ELEVATION

3/16" = 1'-0"

A201

38'-9 1/2"

4' -3

PROVIDE STANDING SEAM METAL ROOF PANELS

EXISTING 6" ROOF PURLINS TO REMAIN

4' -3

40'

9"

EXISTING METAL WALL

PANELS TO REMAIN

EXISTING PLYWOOD WALL (APPROX. 4' HIGH) TO REMAIN

SECURELY FASTEN THE EXISTING TONGUE AND

GROOVE WALL PANELS WITH A MINIMUM OF 6

FASTENERS PER PANEL TO THE WOOD SUBSTRATE

EXISTING STRUCTURE TO REMAIN

EXISTING 1X3 ATTACHED TO 2X TO REMAIN

EXISTING WALL GIRTS TO REMAIN

EXISTING 2X @ 21" O.C. ATTACHED TO ROOF PURLINS TO REMAIN

SECURELY FASTEN THE REMAINING

TONGUE AND GROOVE WALL PANELS

WITH A MINIMUM OF 6 FASTENERS

PER PANEL TO THE WOOD SUBSTRATE

SHOP

EXISTING WALL

INSULATION TO REMAIN

EXISTING ROOF INSULATION TO REMAIN

PROVIDE 6" (MIN. R-19) BATT INSULATION

ALONG ROOF RIDGE

PROVIDE GYPSUM WALL BOARD WITH LEVEL 3

FINISH WHERE PANELS WERE REMOVED;

SECURELY FASTEN TO THE WOOD SUBSTRATE

EXISTING STRUCTURE

IN FOREGROUND

PROVIDE DRIP

FLASHING

PROVIDE RIDGE CAP

'-1

1"

EXISTING

STRUCTURE

TO REMAIN

SECURELY FASTEN THE EXISTING

TONGUE AND GROOVE CEILING PANELS

WITH A MINIMUM OF 6 FASTENERS PER

PANEL TO THE WOOD SUBSTRATE

EXISTING 1X3 @16" O.C.

ATTACHED TO 2X TO REMAIN

8"

EXISTING METAL ROOF

PANELS TO REMAIN

EXISTING METAL

WALL PANELS TO

REMAIN

EXISTING STRUCTURE TO REMAIN

PROVIDE MINIMUM 3" CLOSED-CELL SPRAY FOAM INSULATION

FROM TOP OF CONCRETE CURB TO ROOF DECK

PROVIDE MINIMUM 4" CLOSED-CELL SPRAY

FOAM INSULATION TO METAL ROOF PANELS AND

EXISTING STRUCTURE. APPLY INTUMESCENT

PAINT TO EXPOSED SPRAY FOAM INSULATION.

EXISTING CONCRETE CURB TO REMAIN

PROVIDE 2-1/2" METAL STUDS @ 16" O.C.; ALIGN TO CONCRETE

CURB EDGE; EXTEND TO ROOF SPRAY FOAM INSULATION

PROVIDE 5/8" ABUSE RESISTANT GYPSUM WALL BOARD;

ATTACH TO METAL STUDS; OVERLAP 3" ON CONCRETE CURB

9'

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS AND EXISTING CONDITIONS PRIOR TO

PERFORMING ANY WORK OR FABRICATION OR

PURCHASE OF EQUIPMENT, MATERIALS, AND

ASSEMBLIES. ANY DEVIATIONS SHALL BE BROUGHT

TO THE CONTRACTING OFFICER'S ATTENTION FOR

RESOLUTION BEFORE PROCEEDING WITH ANY

CONSTRUCTION, FABRICATION, OR EQUIPMENT

PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE

REINSTALLED IN THE WORK OR CAPPED AND

TERMINATED IN ACCORDANCE WITH CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY

STRUCTURAL SUPPORTS FOR EXISTING

CONSTRUCTION DURING THE WORK.

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN

DAMAGED BY THE DEMOLITION, DECONSTRUCTION,

OR NEW CONSTRUCTION AS SPECIFIED IN

SPECIFICATION SECTION 02 41 00.

E. BUILDING 005 HAS A FINISHED INTERIOR THAT WILL

REQUIRE THE CONTRACTOR TO PROVIDE

PROTECTION FROM THE WEATHER AND

CONSTRUCTION DEBRIS DURING THE DEMOLITION

AND REPLACEMENT OF THE EXTERIOR ROOF

SYSTEM.

1'-0'

U

D A

S

B005 EXT. ENVELOPE & OTHER REPAIRS

BUILDING SECTIONS

A301

SCALE:

SHOP SIDE

BUILDING SECTION

3/8" = 1'-0"

A301 SCALE:

ROOM 105 - BID OPTION 2

BUILDING SECTION

3/8" = 1'-0"

A301

SCULPTED

RAKE TRIM

STITCH SCREW

AT 12" O.C. (TYP.) CONTINUOUS

TAPE SEAL

STANDING SEAM

ROOFING PANEL

STITCH SCREW

AT 12" O.C. (TYP.)

CLOSURE EXISTING

STRUCTURE

EXISTING ROOF PURLINS

STANDING SEAM

ROOFING PANEL

METAL RIDGE CAP FLASHING

PANEL CLOSURELOCKRIVET AT 12" O.C.

BOTH SIDES

EXISTING INSULATION

TO REMAIN

EXISTING METAL

WALL PANELS TO

REMAIN

STANDING SEAM

ROOFING PANEL TO

MATCH EXISTING

SLOPE

EXISTING EAVE STRUT

EXISTING METAL

WALL PANELS TO

REMAIN

INSULATION

APPROPRIATE

FOR STACK

TEMPERATURE

4'' MIN. FLANGE

SHEET-METAL RAIN COLLAR

TEMPERATURE- APPROPRIATE

SEALANT

STAINLESS-STEEL DRAWBAND

SEALANT

SHEET-METAL

FLASHING

COLLAR

8'' M

IN

FL

AS

HI

NG

HE

IG

HT

GASKETED FASTENERS—

SECURE FLASHING

COLLAR FLANGE TO ROOF

PANEL

HIGH TEMPERATURE

UNDERLAYMENT

SET SHEET-METAL COLLAR

IN CONTINUOUS BEAD OF

SEALANT

METAL ROOF PANEL

ROOF SUBSTRATE

PROVIDE 6" (MIN. R-19) BATT

INSULATION ALONG ROOF RIDGE

PANEL WIDTH

PA

NE

L H

EI

GH

T

(V

AR

IE

S)

2"

2"

PROVIDE MINIMUM (6) DRYWALL

SCREWS PER PANEL LOCATED

2" FROM EDGE; (2) AT TOP OF

PANEL, (2) MIDDLE OF PANEL,

AND (2) AT BOTTOM OF PANEL

PROVIDE PERIMETER

EDGE METAL FLASHING

WITH CONTINUOUS CLEAT

MARK B

2'-8"

MARK A

5'

7' 7'

DOOR AND FRAME SCHEDULE

DOOR FIRE

RATING

FRAME HARDWARE

SET NOTES

NUMBER MARK WD HGT THK MTL FINISH MTL FINISH

104A A 5'-0" 7'-0" 1 3/4" HM PAINT STEEL PAINT HW-2 1

104B B 2'-8" 7'-0" 1 3/4" HM PAINT STEEL PAINT HW-1 1

105A C 3'-0" 7'-0" 1 3/4" HM PAINT STEEL PAINT HW-1 1

NOTES:

1. INSULATED.

ABBREVIATIONS:

HM HOLLOW METAL

MARK C

3'

7'

DOOR AS

SCHEDULED

METAL FRAME AS

SPECIFIED

STUD TRACK

EXISTING STUD WALL

METAL FRAME AS

SPECIFIED

DOOR AS

SCHEDULED

JAMB ANCHOR.

(3) PER JAMB

EXISTING TONGUE

AND GROOVE

WALL PANEL

2"

HEAD

2"

JAMB

EXISTING TONGUE

AND GROOVE WALL

PANEL

DOOR AS SCHEDULED

EXISTING SLAB

THRESHOLD SET IN BED

OF SEALANT W/MIN. (3)

1/4" DIA. ANCHORS

DOOR SWEEP

SILL

METAL FRAME AS

SPECIFIED

2"

GENERAL NOTES

GRAPHIC SCALE

A. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS PRIOR TO PERFORMING ANY WORK OR

FABRICATION OR PURCHASE OF EQUIPMENT, MATERIALS, AND

ASSEMBLIES. ANY DEVIATIONS SHALL BE BROUGHT TO THE

CONTRACTING OFFICER'S ATTENTION FOR RESOLUTION

BEFORE PROCEEDING WITH ANY CONSTRUCTION,

FABRICATION, OR EQUIPMENT PURCHASE.

B. ALL UTILITIES AFFECTED BY DEMOLITION SHALL BE

REINSTALLED IN THE WORK OR CAPPED AND TERMINATED IN

ACCORDANCE WITH CODES.

C. CONTRACTOR SHALL PROVIDE TEMPORARY STRUCTURAL

SUPPORTS FOR EXISTING CONSTRUCTION DURING THE WORK.

D. THE CONTRACTOR SHALL REPAIR ALL EXISTING

CONSTRUCTION TO REMAIN THAT HAS BEEN DAMAGED BY THE

DEMOLITION, DECONSTRUCTION, OR NEW CONSTRUCTION AS

SPECIFIED IN SPECIFICATION SECTION 02 41 00.

E. BUILDING 005 HAS A FINISHED INTERIOR THAT WILL REQUIRE

THE CONTRACTOR TO PROVIDE PROTECTION FROM THE

WEATHER AND CONSTRUCTION DEBRIS DURING THE

DEMOLITION AND REPLACEMENT OF THE EXTERIOR ROOF

SYSTEM.

U

D A

S

B005 EXT. ENVELOPE & OTHER REPAIRS

DETAILS AND DOOR SCHEDULE

A501

SCALE:

ROOF RIDGE DETAIL

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

A501 SCALE:

ROOF EAVE DETAIL

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

A501 SCALE:

ROOF RAKE TRIM DETAIL

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

A501

08" 8"

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

4"

SCALE:

FLUE PENETRATION DETAIL

NOT TO SCALE

A501

SCALE:

EXISTING CEILING/WALL

PANEL FASTENER DETAIL

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

A501 SCALE:

DOOR DETAILS

NOT TO SCALE

A501 SCALE:

DOOR SCHEDULE

NOT TO SCALE

A501

SHOP

103 102

SHOP

103 102

GENERAL NOTES

LEGEND

A. EXISTING EQUIPMENT SHOWN ON THESE

DRAWINGS ARE FOR PROJECT SCOPE

CLARIFICATION. ALL EXISTING, PIPING

AND APPURTENANCES ARE NOT SHOWN

ON PLANS.

SCALE:

BUILDING 005

DEMO FLOOR PLAN

3/16" = 1'-0"

P101

KEYED NOTESX

1. DEMOLISH EXISTING SINK, DRAIN, AND

FAUCET. ROUGH IN AND POINT OF USE

ELECTRIC WATER HEATER TO REMAIN FOR

CONNECTION TO NEW WORK.

2. PROVIDE 2 COMPARTMENT STAINLESS

STEEL SINK, DRAIN, AND FAUCET. CONNECT

TO EXISTING DOMESTIC COLD WATER LINE

AND SANITARY LINE IN WALL. ANCHOR SINK

TO THE WALL IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS.

CONNECT TO EXISTING POINT OF USE

WATER HEATER. MODIFY EXISTING WATER

HEATER TO ACCOMMODATE NEW WORK.

U

D A

S

B005 EXT. ENVELOPE & OTHER REPAIRS

PLUMBING FLOOR PLAN

P101

GRAPHIC SCALE

1'-0'

06' 6'3'

SCALE: 3/16" =

DEMO

SCALE:

BUILDING 005

FLOOR PLAN

3/16" = 1'-0"

P101

P-2

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PPM

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

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AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

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AutoCAD SHX Text

FIRM

AutoCAD SHX Text

NO.

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EPM

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

USDA

AutoCAD SHX Text

BY

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

OF

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THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

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CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

WENATCHEE BUILDING REPAIRS

AutoCAD SHX Text

TREE FRUIT RESEARCH LABORATORY

AutoCAD SHX Text

WENATCHEE, WA

AutoCAD SHX Text 12 18

AutoCAD SHX Text 3/21/25

AutoCAD SHX Text

JEH

AutoCAD SHX Text

JTP

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JGM

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PWA AAO ACQ/PER PROP

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800 BUCHANAN STREET

AutoCAD SHX Text

ALBANY, CA 94710

AutoCAD SHX Text

XXX

AutoCAD SHX Text 4924-M

AutoCAD SHX Text

LANE

AutoCAD SHX Text

XXX

AutoCAD SHX Text

CUSHMAN

AutoCAD SHX Text

XXX

AutoCAD SHX Text

NORTH

Emilie Oakes Sam WA Seal

U

D A

S

B005 EXT. ENVELOPE & OTHER REPAIRS

PLUMBING SCHEDULES AND DETAILS

P601

P-1

MARK DESCRIPTION CW HW MIN. WASTE REMARKSVENT

PLUMBING FIXTURE SCHEDULE

DOUBLE COMPARTMENT SINK 1-1/2"1/2" 1/2" 2" PROVIDE TYPE 304 STAINLESS STEEL 2 COMPARTMENT SINK WITH

GALVINIZED STEEL LEGS AND ADJUSTABLE BULLET FEET. PROVIDE

WITH 2 GPM AERATOR,CHROME-PLATED BRASS CONSTRUCTED

SWINGING SPOUT.

SCALE:

TWO COMPARTMENT SINK DETAIL

NOT TO SCALE

P601

SS STRAINER BASKET

WITH STRAINER

SANITARY TEE

CONNECT TO EXISTING

SANITARY

INSULATED TRAP

2" MIN.

DWV 90 ELBOW

2 COMPARTMENT

STAINLESS STEEL SINK

AND FAUCET PER

FIXTURE SCHEDULE

1/2" X 3/8" ANGLE STOP

VALVE DOMESTIC COLD

WATER SUPPLY

DWV PIPING 2" MIN.

3/8" MIN. BRAIDED SS

SUPPLY OR COPPER

TUBING PER SPEC

EXISTING WATER

HEATER TO REMAIN

3/8" DOMESTIC HOT

WATER SUPPLY

AutoCAD SHX Text

PPM

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text Agricultural

AutoCAD SHX Text Service

AutoCAD SHX Text Research

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DATE

AutoCAD SHX Text c

AutoCAD SHX Text P.A.

AutoCAD SHX Text

FIRM

AutoCAD SHX Text

NO.

AutoCAD SHX Text

EPM

AutoCAD SHX Text

SAFETY & HEALTH

AutoCAD SHX Text

REAL PROPERTY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

USDA

AutoCAD SHX Text

BY

AutoCAD SHX Text

AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

OF

AutoCAD SHX Text

THE

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

JOB #

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

A-E FIRM

AutoCAD SHX Text

P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943

AutoCAD SHX Text Johnson M Adams

AutoCAD SHX Text

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

AutoCAD SHX Text

USDA AGRICULTURAL RESEARCH SERVICE

AutoCAD SHX Text

WENATCHEE BUILDING REPAIRS

AutoCAD SHX Text

TREE FRUIT RESEARCH LABORATORY

AutoCAD SHX Text

WENATCHEE, WA

AutoCAD SHX Text 13 18

AutoCAD SHX Text 3/21/25

AutoCAD SHX Text

JEH

AutoCAD SHX Text

JTP

AutoCAD SHX Text

JGM

AutoCAD SHX Text

PWA AAO ACQ/PER PROP

AutoCAD SHX Text

800 BUCHANAN STREET

AutoCAD SHX Text

ALBANY, CA 94710

AutoCAD SHX Text

XXX

AutoCAD SHX Text 4924-M

AutoCAD SHX Text

LANE

AutoCAD SHX Text

XXX

AutoCAD SHX Text

CUSHMAN

AutoCAD SHX Text

XXX

Emilie Oakes Sam WA Seal

ELECTRICAL GENERAL NOTES:

1. THE WORK MUST CONFORM WITH ALL REQUIREMENTS OF:

· NFPA 70, NATIONAL ELECTRICAL CODE (NEC) (2020); (ERTA 1-2024); (TIA-24-1)

· NFPA 101, LIFE SAFETY CODE (2024)

· NFPA 780, STANDARDS FOR INSTALLATION OF LIGHTNING PROTECTION SYSTEMS (2023)

· IEEE C2, NATIONAL ELECTRICAL SAFETY CODE (NESC) (2023)

· UFC 1-200-01, DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS),

· UFC 1-200-02, HIGH PERFORMANCE AND SUSTAINABLE BUILDING REQUIREMENTS

· UFC 3-501-01, ELECTRICAL ENGINEERING

· UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS

· UFC 3-530-01, INTERIOR AND EXTERIOR LIGHTING AND CONTROLS

· UFC 3-550-01, EXTERIOR ELECTRICAL POWER DISTRIBUTION

· UFC 3-560-01, OPERATION AND MAINTENANCE: ELECTRICAL SAFETY

· UFC 3-575-01, LIGHTNING AND STATIC ELECTRICITY PROTECTION SYSTEMS

· UFC 3-580-01, TELECOMMUNICATIONS BUILDING CABLING SYSTEMS PLANNING AND DESIGN

· UFC 4-010-01, DOD ANTITERRORISM STANDARDS FOR BUILDINGS

· UFC 4-011-06, CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

· ASHRAE 90.1, ENERGY STANDARD FOR BUILDINGS EXCEPT LOW-RISE RESIDENTIAL BUILDINGS (2019)

*CRITERIA AND STANDARDS LISTED ALSO INCLUDE SPECIFIED STANDARDS AND RELATED SECTIONS AS PART OF THE DESIGN.

2. MINIMUM RACEWAY SIZE MUST BE 3/4". INCREASE RACEWAY SIZE AS REQUIRED TO LIMIT RACEWAY FILL RATIO TO LESS THAN 40% FULL FOR FEEDERS

AND 20% FOR BRANCH CIRCUITS IAW CNIFR REQUIREMENTS.

3. THE ELECTRICAL CONTRACTOR MUST CAREFULLY COORDINATE WORK WITH OTHER TRADES THROUGH THE GENERAL CONTRACTOR AND MUST BE RESPONSIBLE FOR SECURING SPACE REQUIREMENTS FOR ELECTRICAL EQUIPMENT CLEARANCE FOR RECESSED LUMINAIRES AND CORRECT ROUGH-IN

LOCATIONS OF ELECTRICAL CONNECTIONS.

4. VERIFY DOOR SWINGS WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING IN WALL SWITCHES. SWITCHES IN THE SAME LOCATION MUST BE GANGED

TOGETHER IN ONE COMMON BACKBOX AND MUST HAVE ONE COMMON FACE PLATE.

5. ALL FEEDERS AND BRANCH CIRCUITS MUST INCLUDE A GREEN INSULATED GROUND CONDUCTOR, SIZE PER NATIONAL ELECTRICAL CODE, OR AS SHOWN, CONNECTED TO EACH DEVICE AND OUTLET BOX ON THE CIRCUIT AND TO THE PANELBOARD GROUND BUS. PROVIDE A DEDICATED NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT. MULTIPLE BRANCH CIRCUITS IN ONE RACEWAY REQUIRE ONLY ONE GROUND CONDUCTOR.

6. VERIFY LUMINAIRE, CEILING MOUNTED OCCUPANCY SENSOR LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS AND DIMENSIONS PRIOR TO INSTALLATION. VERIFY EXACT LOCATIONS OF MOTORS AND EQUIPMENT BEFORE ROUGHING-IN.

7. EXISTING ELECTRICAL WORK (NOT SHOWN) MUST REMAIN, UNLESS INDICATED OTHERWISE. SHOULD ANY EXISTING ELECTRICAL POWER, LIGHTING OR AUXILIARY CIRCUIT, FEEDER OR EQUIPMENT BE SEVERED, DISCONNECTED OR DELETED IN THE PROCESS OF CONSTRUCTION OR REMODELING WHICH IS DONE AS A RESULT OF CONTRACT PLANS AND SPECIFICATIONS, AND UNLESS SPECIFICALLY DESIGNATED BY THE DRAWINGS TO BE DELETED, THEN SAID CIRCUIT OR FEEDER MUST BE RESTORED TO WORKING CONDITION. THE RESTORATION MUST INCLUDE RE-ROUTING, RELOCATION, RECONNECTION OR REPLACEMENT AS MAY BE REQUIRED BY THE NEW WORK. ANY SUCH WORK REQUIRED MUST BE INCLUDED IN THE CONTRACT AND NO EXTRA COMPENSATION

WILL BE GRANTED.

8. NEW WORK MUST BE MADE TO TIE INTO THE EXISTING IN A UNIFORM MANNER, SIMILAR ITEMS OF NEW WORK MUST BE CHECKED AGAINST EXISTING

WORK

9. REFER TO ONE-LINE DIAGRAMS, SCHEDULES AND RISER DIAGRAMS FOR CONDUCTOR AND CONDUIT SIZES NOT SHOWN ON PLANS.

10. PROVIDE IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE TO STORE, FURNISH, INSTALL, MOUNT, CONNECT, CONTROL AND POWER EQUIPMENT INDICATED, AS WELL AS ALL APPURTENANCES REQUIRED TO MAKE ELECTRICAL SYSTEMS OPERATE AS INDICATED WITHIN THESE DRAWINGS AND SPECIFICATIONS AND TO FULFILL THE SCOPE OF WORK.

11. DEMOLISH IS AN INCLUSIVE TERM USED TO DESCRIBE ASPECTS OF THE WORK TO BE ACCOMPLISHED, AND IS HEREBY DEFINED TO REQUIRE CONTRACTOR TO DISCONNECT EQUIPMENT FROM ALL CONNECTIONS, REMOVE FROM THE OWNER'S SITE, AND DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES. COST OF DISPOSAL IS ENTIRELY THE CONTRACTOR'S RESPONSIBILITY.

12. ALL CONDUCTORS ARE COPPER UNLESS SPECIFICALLY NOTED AS ALUMINUM.

13. CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCUREMENT OF ANY MATERIALS AND

DEVELOPMENT OF ANY SHOP DRAWINGS OR SUBMITTALS.

14. PROVIDE LABELS ON ALL RECEPTACLES, WALL MOUNTED LIGHT SWITCHES/OCCUPANCY SENSORS AND JUNCTION BOXES INDICATING THE SOURCE PANEL & CIRCUIT(S). TEXT MUST BE BLACK, 1/4" IN HEIGHT PRINTED ON A CLEAR LABEL. HANDWRITTEN LABELS ARE NOT PERMITTED EXCEPT FOR JUNCTION BOXES LOCATED ABOVE FINISHED CEILING WHICH CAN BE HANDWRITTEN WITH AN INDELIBLE MARKER.

15. ALL EQUIPMENT PADS FOR INTERIOR ELECTRICAL EQUIPMENT MUST BE FLUSH WITH FRONT SIDE OF EQUIPMENT AND EXTEND AT LEAST 2" BEYOND

THE FOOTPRINT OF THE EQUIPMENT ON ALL OTHER SIDES.

ELECTRICAL ABBREVIATIONS:

A OR AMP

ACC

AC

AC

AF

AFF

AFG

AHU

AIC

AL

AM

ASYM

AT

ATS

AUTO

AWG

B

BC

BCW

BFF

BFG

BLDG

BMGB

C

CAT

CB

CCT

CCTV

CFCI

CH

CHWCP

CHWP

CHWSP

CKT

CMH

CMS

CP

CPT

CRAC

CRI

CT

CT

CU

CWP

D

DC

DF

DH or DUH

DHWCP

DISC

DOAS

DPST

DPDT

DSCU

DSHP

DSS

DWBP

DX

EC

ECB

EF

ELEC

EMH

EMT

E or EMER

EPA

EQUIP

ERV

ERU

EXIST or EX

EUH

EXP

EWC

EWH

F

FACP

FCU

FLEX

FWE

G OR GND

GFGI

GFI

GRS

GUH

GWH

H or HT

HAC

HOA

HP

HP

HT

HVU

HWCP

HWP

HWRP

HWSP

AMPERE(S)

AIR COOLED CHILLER

ALTERNATING CURRENT

AIR COMPRESSOR / AIR CURTAIN

AMP FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AIR HANDLING UNIT

AMPERE INTERRUPTING CAPACITY

ALUMINUM

AMMETER

ASYMMETRICAL

AMP TRIP

AUTOMATIC TRANSFER SWITCH

AUTOMATIC

AMERICAN WIRE GAUGE

BOILER

BRANCH CONTROLLER

BARE COPPER WIRE

BELOW FINISHED FLOOR

BELOW FINISHED GRADE

BUILDING

BUILDING MASTER GROUNDING BUSBAR

CONDUIT

CATEGORY

CIRCUIT BREAKER

CORRELATED COLOR TEMPERATURE

CLOSED CIRCUIT TELEVISION

CONTRACTOR FURNISHED CONTRACTOR INSTALLED

CHILLER

CHILLED WATER CIRCULATING PUMP IN A PRIMARY-SECONDARY SYSTEM

CHILLED WATER PUMP

CHILLED WATER SUPPLY PUMP IN A PRIMARY-SECONDARY SYSTEM

CIRCUIT

COMMUNICATIONS MANHOLE

COMBINATION MOTOR STARTER

CONDENSATE PUMP

CONTROL POWER TRANSFORMER

COMPUTER ROOM AC UNIT

COLOR RENDERING INDEX

CURRENT TRANSFORMER

COOLING TOWER

COPPER OR CONDENSING UNIT

CONDENSER WATER PUMP

DEPTH

DIRECT CURRENT

DESTRATIFICATION FAN

DUCT HEATERS

DOMESTIC HOT WATER CIRCULATING PUMP

DISCONNECT SWITCH

DEDICATED OUTSIDE AIR SYSTEM (UNIT)

DOUBLE POLE SINGLE THROW

DOUBLE POLE DOUBLE THROW

DUCTLESS SPLIT CONDENSING UNIT (POWERS THE DSS INDOOR UNIT)

DUCTLESS SPLIT HEAT PUMP (POWERS THE DSS INDOOR UNIT)

DUCTLESS SPLIT SYSTEM (INDOOR UNIT)

DOMESTIC WATER BOOSTER PUMP

DIRECT EXPANSION (DX) COOLING COIL

EMPTY CONDUIT

ENCLOSED CIRCUIT BREAKER

EXHAUST FAN

ELECTRICAL

ELECTRICAL MANHOLE

ELECTRICAL METALLIC TUBING

EMERGENCY

EFFECTIVE PROJECTED AREA

EQUIPMENT

ENERGY RECOVERY VENTILATOR

ENERGY RECOVERY UNIT

EXISTING

ELECTRIC UNIT HEATER

EXPLOSION PROOF

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FUSE

FIRE ALARM CONTROL PANEL

FAN COIL UNIT

FLEXIBLE

FURNISHED WITH EQUIPMENT

GROUND

GOVERNMENT FURNISHED GOVERNMENT INSTALLED

GROUND FAULT INTERRUPTER

GALVANIZED RIGID STEEL CONDUIT

GAS UNIT HEATER

GAS WATER HEATER

HEIGHT

HEATED AIR CURTAIN

HAND-OFF AUTOMATIC

HORSE POWER

HEAT PUMP (OUTDOOR PORTION OF SPLIT SYSTEM HEAT PUMP, USE CU FOR STANDARD

DX OUTDOOR UNIT)

HEAT TRACKING

HEATING/VENTILATING UNIT

HEATING WATER CIRCULATING PUMP IN A PRIMARY-SECONDARY SYSTEM

HEATING WATER SUPPLY IN A PRIMARY-ONLY SYSTEM

HOT WATER RECIRCULATION PUMP

HEATING WATER SUPPLY PUMP IN A PRIMARY-SECONDARY SYSTEM

HWUH

HZ

IAW

IDS

IMC

IRH

J OR JB

K

KAIC

KCM OR KCMIL

KEF

KH

KV

KVA

KW

KWHR

L

LA

LAN

LAV

LM

LTG

MAU

MAX

MCA

MCB or MB

MCC

MGB

MH

MIN

MLO

MOD

MT or MTD

MRS

N

NEC

NEMA

NFPA

NC

NESC

NL

NO

NTS

P

PA

PBB

PDU

PF

PH

PIU

PMT

PNL

PTAC

PVC

RBB

RECEPT or RECP

RF

RH

RMC

RMS

RTU

RVNR

SA

SBB

SCCR

SD

SF

S/N

SP

SPD

SPDT

SPEC

SPST

SWBD

SWGR

TEBC

TMGB

TOL

TP

TYP

U

UH

UG

UIO

UL

UTP

V

VA

VAV

VEF

VM

VRF

W

WC

WEF

WH

WHDM

WSHP

WP

WPIU

XFMR

Z

HOT WATER UNIT HEATER

HERTZ

IN ACCORDANCE WITH

INTRUSION DETECTION SYSTEM

INTERMEDIATE METAL CONDUIT

INFRARED HEATER

JUNCTION BOX

KILO

THOUSAND AMPERE INTERRUPTING CAPACITY

THOUSAND OF CIRCULAR MILS

KITCHEN EXHAUST FAN

KITCHEN HOOD

KILOVOLT

KILOVOLT-AMPERES

KILOWATT

KILOWATT-HOUR

LENGTH

LIGHTNING ARRESTOR

LOCAL AREA NETWORK

LAVATORY

LOCKHEED MARTIN

LIGHTING

MAKE-UP AIR UNIT

MAXIMUM

MINIMUM CIRCUIT AMPACITY

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MAIN GROUND BAR

MANHOLE or MOUNTING HEIGHT

MINIMUM

MAIN LUGS ONLY

MOTOR OPERATED DAMPER

MOUNT or MOUNTED

MOTOR RATED SWITCH

NEUTRAL

NATIONAL ELECTRICAL CODE

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION

NATIONAL FIRE PROTECTION ASSOCIATION

NORMALLY CLOSED

NATIONAL ELECTRICAL SAFETY CODE

NIGHT LIGHT

NORMALLY OPEN

NOT TO SCALE

POLE(S) or PUMP

PUBLIC ADDRESS

PRIMARY BONDING BUSBAR

POWER DISTRIBUTION UNIT

POWER FACTOR

PHASE

VAV TERMINAL UNIT WITH PARALLEL OR SERIES FAN (PRIMARY INDUCTION UNIT)

PAD MOUNTED TRANSFORMER

PANEL OR PANELBOARD

PACKAGED THRU-WALL AIR CONDITIONER

POLYVINYL CHLORIDE

RACK BONDING BUSBAR

RECEPTACLE

RETURN FAN

RADIANT HEATERS (ELECTRIC)

RIGID METAL CONDUIT

ROOT MEAN SQUARE

ROOF TOP UNIT

REDUCED VOLTAGE NON-REVERSING

SURGE ARRESTOR

SECONDARY BONDING BUSBAR

SHORT CIRCUIT CURRENT RATING

SMOKE DAMPER

SUPPLY FAN

SOLID NEUTRAL

SUMP PUMP

SURGE PROTECTIVE DEVICE

SINGLE POLE DOUBLE THROW

SPECIFICATIONS

SINGLE POLE SINGLE THROW

SWITCHBOARD

SWITCHGEAR

TELECOMMUNICATIONS EQUIPMENT BONDING CONDUCTOR

TELECOMMUNICATIONS MAIN GROUNDING BUSBAR

THERMAL OVERLOAD

TWISTED PAIR

TYPICAL

URINAL

UNIT HEATER

UNDERGROUND

UNLESS INDICATED OTHERWISE

UNDERWRITERS LABORATORY

UNSHIELDED TWISTED PAIR

VOLTS

VOLT AMPERES

VAV TERMINAL UNIT

VEHICLE EXHAUST FAN

VOLTMETER

VARIABLE REFRIGERANT FLOW SYSTEM

WATTS or WIRE or WIDTH

WATER CLOSET

WELDING EXHAUST FAN

WATER HEATER

WATTHOUR DEMAND METER

WATER SOURCE HEAT PUMP

WEATHERPROOF

WEATHERPROOF IN USE

TRANSFORMER

IMPEDANCE

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ELECTRICAL NOTES AND ABBREVIATIONS

E001 iPad iPad

LA-1

ELECTRICAL LEGEND

1. ALL EQUIPMENT AND DEVICES ARE TO BE FLUSH MOUNTED UNLESS

OTHERWISE NOTED.

2. DEVICES NOTED AS "GFI" MUST BE GROUND FAULT CIRCUIT

INTERRUPTING DEVICES.

3. DEVICES NOTED AS "WP" MUST BE GFI AND WEATHERPROOF.

4.

PROVIDE UNSWITCHED POWER TO EMERGENCY BATTERY

PACKS.

SINGLE-POLE, SINGLE-THROW SWITCH. MOUNT CENTERLINE

OF BOX AT 45"A.F.F. UNLESS NOTED OTHERWISE.

PE

DUPLEX RECEPTACLE, NEMA 5-20R, MOUNTED 18" A.F.F. TO

CENTERLINE OF BOX UNLESS NOTED OTHERWISE.

PHOTOCELL.

SURFACE MOUNTED/SUSPENDED LINEAR

FIXTURE.

CEILING MOUNTED EXIT SIGN. PROVIDE CHEVRONS AS

INDICATED BY ARROWS.

CONDUIT AND WIRING RECEPTACLES

SWITCHES

NOTE: THE NUMBER BESIDE THE SYMBOL IS THE CIRCUIT NUMBER. THE LETTER

BESIDE THE SYMBOL IS THE FIXTURE TYPE DESCRIBED IN THE LIGHT FIXTURE

SCHEDULE.

LUMINAIRES (SEE LIGHT FIXTURE SCHEDULE)LEGEND GENERAL NOTES

MISCELLANEOUS

CIRCUITRY RUN IN STRAIGHT LINE SEGMENTS SIGNIFIES

EXPOSED SURFACE-MOUNTED RACEWAY (SEE

SPECIFICATIONS).

HOMERUN TO PANELBOARD. ARC DENOTES CONCEALED

CIRCUITRY. TEXT DENOTES PANELBOARD NAME WITH

CIRCUIT NUMBER. DEVICES HAVING CIRCUIT NUMBERS

LOCATED BESIDE THEM MAY NOT SHOW THE CIRCUIT

NUMBERS AT THE HOMERUN ARROWS.

SURFACE MOUNTED/SUSPENDED EMERGENCY FIXTURE.

DEVICES NOTED AS "WPIU" MUST BE GFI AND WEATHERPROOF IN USE.

5.

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LEGEND

E002

LED WALL MOUNTED FIXTURE

LED WALL MOUNTED EMERGENCY FIXTURE

DISCONNECT SWITCH EXISTING TO REMAIN.

GEAR

ETR

108T

UT-1

MSB-EX

A-EX

ALL WORK IN THIS AREA SHALL

BE UNDER BID OPTION 2.

EX

EX

EX

EX

EX

EX

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ELECTRICAL DEMO PLAN

ED101

X

1. EXISTING TO REMAIN ELECTRICAL PANEL.

2. EXISTING SECURITY LIGHT. DEMOLISH LIGHT, CONDUIT

AND WIRE TO NEAREST JUNCTION BOX. MAINTAIN

EXISTING CIRCUIT FUNCTIONALITY FOR ANY OTHER

DEVICES ON THE EXISTING CIRCUIT AS REQUIRED.

3. REMOVE ALL EXISTING LIGHT FIXTURES IN ROOM 105.

PROTECT AND STORE FIXTURES FOR RE-USE. (BID

OPTION 2)

4. DEMOLISH ALL RECEPTACLES AND LIGHTING

CONTROLS IN ROOM 105. DEMOLISH CONDUIT AND

CIRCUITRY BACK TO NEAREST ASSOCIATED JUNCTION

BOX. SEE E-101 FOR NEW RECEPTACLE AND CIRCUITRY

PROVISIONS. (BID OPTION 2)

SCALE:

BUILDING 005

ELECTRICAL DEMO PLAN

3/16" = 1'-0"

ED-101

1. BEFORE EXTERIOR ARCHITECTURAL WORK, ALL

ELECTRICAL EQUIPMENT MOUNTED TO THE EXTERIOR

WALL MUST BE DISCONNECTED , REMOVED AND

PROTECTED. THE EQUIPMENT MUST BE RE-INSTALLED

DURING THE NEW WORK OF THIS PROJECT.

2. ANY EXPOSED DISCONNECTED WIRING MUST BE

TEMPORARILY PROTECTED OR ENCLOSED. BREAKERS

FEEDING REMOVED EQUIPMENT MUST BE TURNED OFF,

LOCKED AND TAGGED.

3. BEFORE INTERIOR ARCHITECTURAL WORK IN ROOM 105,

ALL ELECTRICAL EQUIPMENT MOUNTED ON THE WALLS

AND CEILINGS TO BE REMOVED, MUST BE

DISCONNECTED, REMOVED AND PROTECTED. THE

EQUIPMENT MUST BE RE-INSTALLED DURING THE NEW

WORK OF THIS PROJECT. ALL SUPPORTING

INFRASTRUCTURE INCLUDING CONDUIT AND WIRE ON

SURFACES TO BE REMOVED MUST BE DEMOLISHED

BACK TO THE SOURCE.

4. ALL RECEPTACLES ON WALLS ARE TO BE DEMOLISHED

AND REPLACED WITH NEW.

ALL WORK IN THIS AREA SHALL

BE UNDER BID OPTION 2.

ETR ETR

ETR

ETR

ETR

108T

UT-1

MSB-EX

A-EX

W1

W1

W1E

W1E

W1

ALL WORK IN THIS AREA SHALL

BE UNDER BID OPTION 2.

B-EX B-EX

B-EX B-EX

B-EX B-EX

B-EX

B-EX

EXIT-EX

EX

EX

EX

EX

EX

EX

EX

A-EX-2. UTILIZE EXISTING

SPARE 20/1 BREAKER IN

PANEL A-EX TO FEED

NEW EXTERIOR LIGHTS

PE

ETRETR

ETR

ETR

ETR

W1E @ 7' a.f.f

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ELECTRICAL FLOOR PLANS

E101

X

SCALE:

BUILDING 005

ELECTRICAL PLAN

3/16" = 1'-0"

E-101

1. EXISTING TO REMAIN ELECTRICAL PANEL.

2. PROVIDE NEW WALL MOUNTED EXTERIOR LIGHT

FIXTURES. PROVIDE NEW INTERIOR SURFACE MOUNTED

CONDUIT TO FIXTURE. INSTALL 2 #12, #12 (G) COPPER IN

3/4" CONDUIT.

3. MOUNT LIGHT FIXTURE AT 11'10" A.F.F. DO NOT MOUNT

UNDERNEATH EXHAUST.

4. INSTALL STORED EXISTING LIGHT FIXTURES IN ROOM

105. (BID OPTION 2)

5. PROVIDE NEW RECEPTACLES. PROVIDE NEW 3/4" EMT

CONDUIT AND 2#12, #12(G) FROM JUNCTION BOX. (BID

OPTION 2)

6. PROVIDE NEW 20A TOGGLE SWITCH TO CONTROL

LIGHTS IN THIS ROOM. PROVIDE NEW 3/4" EMT CONDUIT

AND 2 #12, #12(G) FROM JUNCTION BOX. (BID OPTION 2)

1. WORK ON SHOWN IS TO BE DONE IN COORDINATION

WITH THE NEW EXTERIOR ARCHITECTURAL WORK.

2. WORK SHOWN SHALL BE DONE IN COORDINATION WITH

THE NEW INTERIOR ARCHITECTURAL WORK.

LUMINAIRE SCHEDULE

CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL INPUT

WATTS

VOLTS NOTE 1 NOTE 2 NOTE 3 QUANTITY

W1 (1) ELECTRONIC WALL @ 11'10" 30 120V 1P 2W 3

W1E (1) WALLPACK FIXTURE. VERIFY MOUNTING HEIGHT ELECTRONIC 30 120V 1P 2W 2

WITH 120V BATTERY PACK.

A.F.G

WALL @ 11'10"

A.F.G

WALLPACK FIXTURE. VERIFY MOUNTING HEIGHT

LUMINAIRE REQUIREMENTS:

1. HOUSING - DIE-CAST ALUMINUM WITH INTEGRAL PASSIVE COOLING MECHANISM.

HEAT SINK MUST BE INCORPORATED DIRECTLY INTO HOUSING OR DRIVER

COMPARTMENT TO ENSURE MAXIMUM HEAT TRANSFER AND DISSIPATION.

2. FINISH - MULTI-STAGE PRE-TREATMENT, FINISHED WITH BAKED-ON POLYESTER

POWDER COAT. IP66 RATED. FINISH IS DARK BRONZE.

3. POWER SUPPLY/LED DRIVER - CLASS 1 DRIVER MUST OPERATE AT 120/277 VOLTS,

50/60 HZ, POWER FACTOR GREATER THAN 0.9 AND THD LESS THAN 20% AT FULL LOAD.

MINIMUM EFFICACY MUST BE 60 LM/W AT MAXIMUM 600mA OPERATING CURRRENT.

4. LED OPTICAL ASSEMBLY - PRECISION MOLDED ACRYLIC LENS PROVIDED FOR MULTIPLE

HIGH-POWERED LEDS. BUG UPLIGHT RATING OF U0. MINIMUM COLOR RENDERING

INDEX(CRI) MUST BE 70 FOR CORRELATED COLOR TEMPERATURE OF 4000K.

5. CERTIFICATION - UL AND/OR ETL LISTED FOR DAMP OR WET LOCATIONS (FOR EXTERIOR

WALL MOUNT) AND RoHS COMPLIANT.

6. OPTIONS - VARIOUS LUMEN OUTPUT RATINGS AS INDICATED.

7. THIS SKETCH IS A NON-PROPRIETARY GRAPHIC REPRESENTATION OF A LUMINAIRE

THAT MAY MEET THE SPECIFICATION REQUIREMENTS. IT IS NOT INTENDED TO INDICATE

A CERTAIN MANUFACTURER OR PREFERENCE.

LED WALL MOUNTED FIXTURE

FIXTURE TYPE: W1, W1E

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LIGHTING DETAILS

E201

8. 120V BATTERY PACK WITH SELF DIAGNOSTIC TESTING FEATURE RATED FOR 90 MINUTES

SHALL BE PROVIDED FOR FIXTURE TYPE 'W1E'. BATTERY PACK SHALL BE RATED FOR

-20 DEGREES C MIN.