Architectural Drawings-DRAFT.pdf

PDF 3 MB Posted Dec 9, 2024

Attached to: Deferred Maintenance Projects - Stillwater, OK
Solicitation number: 12805B25R0005
Issued by: Department of Agriculture Agricultural Research Service Field Research Implementation and Information Delivery Plains Area

About this file

Written by GovTribe AI · Dec 10, 2024

This file contains architectural drawings showing demolition and new construction plans for several USDA Agricultural Research Service buildings in Stillwater, OK. The drawings include detailed floor plans, demolition plans, elevations, reflected ceiling plans, and architectural details for Buildings 17, 18, 24, 27, 28 and an Annex.

The scope includes replacing existing laminate counters with resin-based counters and sinks, replacing metal wall panels and roofing, installing new gutters and downspouts, replacing doors and frames, and upgrading lighting fixtures and mechanical systems. Specific details show demolition of existing ceilings, installation of new acoustical tile and gypsum board ceilings, roof curb modifications for mechanical equipment, and architectural details for flashing, trim, and penetrations. The drawings indicate multiple additive bid items (001-004) for different portions of work across the buildings. All drawings are marked as "DRAFT" and include standard architectural scales, dimensions, keynotes, and legends typical of construction documents.

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Other files

File	Type	Posted
MECHANICAL BINDER.pdf	PDF	Dec 9, 2024
General Binder.pdf	PDF	Dec 9, 2024
Electrical Drawings.pdf	PDF	Dec 9, 2024

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e5 e4 e3A e3 e2A e2 e1A e1 e5 e4 e3A e3 e2A e2 e1A e1 e101 e102 e103 e104 e105 e108

N.I.C.

COOLER BY OWNER

e106 e107 e109

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDING 18 DEMOLITION PLAN

AD101

3 7805/09/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

BUILDING 18 PARTIAL FLOOR PLAN - DEMOLITION

SCALE: 3/32"=1'-0"

AD-101

PLAN

NORTH

REMOVE EXISTING LAMINATE

COUNTER AND REPLACE

WITH RESIN-BASED COUNTER

PER SPECS (APPROX. 20

FEET X 2 FEET)

AREA OF WORK (TYP)

SCALE: 3/32"=1'-0"

16' 8' 0' 16'

KEY PLAN

18E 18F

17J17H17G17F

17A 17B 17C 17D 17E

27 24

ADDITIVE BID ITEM 002

ANNEX

DRAFT

e5 e4 e3A e3 e2A e2 e1A e1 e5 e4 e3A e3 e2A e2 e1A e1 e101 e102 e103 e104 e105 e108

N.I.C.

COOLER BY OWNER

e106 e107 e109 e102 e103

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDING 18 ARCHITECTURAL PLAN

A-101 4 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

18E

17J17H17G17F

17A 17B 17C 17D 17E

27 24

18F

BUILDING 18 FLOOR PLAN

SCALE: 3/32"=1'-0"

A-101

PLAN

NORTH

PROVIDE 24" DEEP

RESIN-BASED COUNTERTOP

AND 4" BACKSPLASH WITH

ONE RESIN-BASED INTEGRAL

SINK MEASURING 15"D X

24"W X 12"H (OR IN-KIND WITH

EXISTING SINK DIMENSIONS)

SCALE: 3/32"=1'-0"

16' 8' 0' 16'

KEY PLAN

±10'-0"

VERIFY

±1 0'-

AREA OF WORK (TYP)

ADDITIVE BID ITEM 002

ANNEX

0' 2' 8' 16'

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

BUILDING 18 - PARTIAL RCP

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

A-101

PLAN

NORTH

SEE 2/A-101 FOR RCP

RCP DEMOLITION NOTES

1. THIS PROJECT INVOLVES DEMOLITION OF EXISTING ELECTRICAL, MECHANICAL,

AND / OR PLUMBING SYSTEMS AND INSTALLATION OF NEW SYSTEMS. SEE MEP

DRAWINGS AND SPECIFICATIONS FOR TRADE SPECIFIC DEMOLITION.

2. THERE MAY BE ITEMS TO BE REMOVED NOT SHOWN IN THIS RCP THAT ARE

SHOWN IN OTHER TRADES. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL ITEMS SHOWN TO BE REMOVED.

3. REMOVE ALL GYP. BD. CEILINGS IN ITS ENTIRETY INCLUDING ALL

CEILING-MOUNTED ITEMS INCLUDING LIGHTING, MECHANICAL, SPEAKERS, FIRE

ALARM FIXTURES, ETC.; SEE GYPSUM BOARD CEILING DETAIL ON THIS SHEET.

4. REMOVE ALL THAT IS REQUIRED IN ORDER TO ACCOMPLISH THE NEW WORK.

EXISTING FRAMING MEMBERS TO

REMAIN; REMOVE AND RE-INSTALL

THESE FRAMING MEMBERS AS

NECESSARY TO PERFORM SCOPE

OF WORK ABOVE CEILING

REMOVE ALL EXISTING GYPSUM BOARD

CEILINGS ALONG WITH CEILING-MOUNTED

LIGHTS, DIFFUSERS, ALARM DEVICES, ETC.;

PROVIDE 1/2" GYPSUM BOARD CEILINGS

WITH LEVEL 4 FINISH AFTER ALL REQUIRED

WORK ABOVE CEILING IS COMPLETED

0 1 1/2" 3" 6"

SCALE: 6"=1'-0"

CEILING DETAIL

SCALE: 6"=1'-0"

A-101

GYP-1 - PAINTED GYPSUM BOARD CEILING;

COLOR: SW7007 CEILING BRIGHT WHITE; FLAT;

BY SHERWIN-WILLIAMS OR EQUAL

HVAC EXHAUST GRILLE;

RE: MECHANICAL

EXISTING FIBERGLASS WALL PANELS

TO REMAIN; REMOVE AS REQUIRED

AND PROVIDE FLASHING AND TRIM

PROVIDE PRE-FINISHED METAL TRIM

WITH 1" EXPOSURE AT HEAD WITH

HEMMED EDGE

PROVIDE PRE-FINISHED METAL

FLASHING AND EXTEND 4" MIN.

VERTICAL; ATTACH TO FACE OF 2x2

CONT. BACKER ROD AND SEALANT

PROVIDE PAINTED HOLLOW METAL

FRAME; SEE DOOR SCHEDULE

PROVIDE FLUSH MTL DOOR; SEE

DOOR AND HARDWARE SCHEDULE

GENERAL DOOR & FRAME NOTES

1. DEMOLISH ALL EXISTING DOORS AND FRAMES THAT ARE INCLUDED IN THE DOOR SCHEDULE AND PROVIDE NEW

DOORS AND FRAMES PER DOOR SCHEDULE.

2. CAREFULLY FIELD MEASURE AND VERIFY ALL OPENINGS BEFORE PURCHASE AND INSTALLATION OF PRODUCTS

3. ALL DOORS SHALL BE 1-3/4" THICK UNLESS NOTED OTHERWISE.

4. ALL DOORS AND FRAMES ARE TO BE GALVANIZED.

5. ALL HOLLOW METAL FRAMES TO BE FULLY-WELDED TYPE.

6. ALL HOLLOW METAL FRAMES AND DOORS TO BE FIELD PAINTED COMPATIBLE WITH A GALVANIZED METAL FINISH.

7. PAINT TOPS AND BOTTOMS OF STEEL DOORS THAT ARE EXPOSED TO WEATHER.

8. SEE DOOR HARDWARE SPECIFICATION FOR COMPLETE LIST OF HARDWARE PRODUCTS AND REQUIREMENTS.

9. ALL DOORS TO HAVE LIGHT KIT AS SHOWN.

FFE

SEE SCHED

2'-0"

3'- 0"

HM-1

SEE SCHED

2" 2"

BUILDINGS 17 A-E FLOOR PLANS (GREENHOUSES)1

PLAN

NORTH

BUILDINGS 17 F-G FLOOR PLANS (GREENHOUSES)

SCALE: 1/16"=1'-0"

A-102

PLAN

NORTH

BUILDINGS 17 H-J FLOOR PLANS (GREENHOUSES)

PLAN

NORTH

BUILDINGS 18 E-F FLOOR PLANS (GREENHOUSES)4

PLAN

NORTH

17A2

17A1

17B2

17B1

17C2

17C1

17D2

17D1

17E2

17E1

18F1

18F2

18E1

18E2

17J1

17J2

17H1

17H2

17G1

17G2

17F1

17F2

GREENHOUSE

17 F

GREENHOUSE

17 G

GREENHOUSE

17 H

GREENHOUSE

17 J

GREENHOUSE

18 E

GREENHOUSE

18 F

GREENHOUSE

17 A

GREENHOUSE

17 B

GREENHOUSE

17 C

GREENHOUSE

17 D

GREENHOUSE

17 E

DOOR AND FRAME ELEVATIONS

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

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDINGS 17A THRU 17J AND 18E

AND 18F ARCHITECTURAL PLANS

A-102 5 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

KEY PLAN

A-102

SCALE: 1/16"=1'-0"

SCALE: 1/16"=1'-0"SCALE: 1/16"=1'-0"

0' 2' 4' 8' 12'

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

18E 18F

17J17H17G17F

17A 17B 17C 17D 17E

27 24

A-102

0' 48'

SCALE: 1/16"=1'-0"

16'8' 32'

A-102

EXISTING STEEL TEE TO REMAIN

SCALE: 3"=1'-0"

3"0 6" 1'

SCALE: 3"=1'-0"

HEAD DETAIL TYPE 'A'6

A-102

SCALE: 3"=1'-0"

HEAD DETAIL TYPE 'B'7

A-102

SCALE: 3"=1'-0"

TYPICAL JAMB DETAIL8

A-102

SCALE: 3"=1'-0"

SILL DETAIL TYPE 'B'10

A-102

SCALE: 3"=1'-0"

SILL DETAIL TYPE 'A'9

A-102

EXISTING FIBERGLASS WALL PANELS

TO REMAIN; REMOVE AS REQUIRED TO

INSTALL NEW FLASHING AND TRIM

PROVIDE PRE-FINISHED METAL TRIM

WITH 1" EXPOSURE AT HEAD

WELD GALV. ∠2x3x3/16"

STEEL ANGLE TO EXISTING

2x2" TUBE FOR ATTACHMENT

OF PRE-FINISHED METAL

FLASHING; SPAN THE WHOLE

WIDTH OF OPENING (TYP)

PROVIDE PRE-FINISHED METAL

FLASHING AND EXTEND 4" VERTICAL

EXISTING 2x2" TUBE TO REMAIN

EXISTING STEEL TEE BEYOND

SHOWN DASHED (TYP)

CONT. BACKER ROD AND SEALANT

PROVIDE PAINTED HOLLOW METAL

FRAME; SEE DOOR SCHEDULE

PROVIDE FLUSH MTL DOOR; SEE

DOOR AND HARDWARE SCHEDULE

EXISTING 2x2" TUBE TO REMAIN

EXISTING STEEL TEE BEYOND

SHOWN DASHED (TYP)

EXISTING STEEL TEE TO REMAIN

PROVIDE FLUSH MTL DOOR; SEE

DOOR AND HARDWARE SCHEDULE

HOLLOW METAL FRAME

ANCHOR AS SPECIFIED

EXISTING FIBERGLASS WALL

PANELS TO REMAIN

PROVIDE PRE-FINISHED METAL

TRIM WITH 1" EXPOSURE AT

JAMB WITH HEMMED EDGE

CONT. BACKER ROD AND SEALANT

PROVIDE PAINTED HOLLOW METAL

FRAME; SEE DOOR SCHEDULE

EXISTING STEEL TEE TO REMAIN

EXISTING CONC.

CURB BEYOND

EXISTING 2x2"

TUBE TO REMAIN

PROVIDE PAINTED HOLLOW METAL

FRAME; SEE DOOR SCHEDULE

PROVIDE FLUSH MTL DOOR; SEE

DOOR AND HARDWARE SCHEDULE

THRESHOLD; SEE HARDWARE

SCHEDULE; SET IN CONT. BED

OF SEALANT (TYP)

EXISTING CONCRETE

PAVEMENT TO REMAIN

EXISTING CONC.

CURB BEYOND

DOOR SWEEP; SEE

HARDWARE SCHEDULE

EXISTING

CONCRETE SLAB

& FOUNDATION

PROVIDE PAINTED HOLLOW METAL

FRAME; SEE DOOR SCHEDULE

PROVIDE FLUSH MTL DOOR; SEE

DOOR AND HARDWARE SCHEDULE

THRESHOLD; SEE

HARDWARE SCHEDULE;

SET IN CONT. BED OF

SEALANT (TYP)

EXISTING CONCRETE

PAVEMENT TO REMAIN

EXISTING CONC.

CURB BEYOND

DOOR SWEEP; SEE

HARDWARE SCHEDULE

EXISTING

CONCRETE SLAB

& FOUNDATION

PROVIDE 1/4" GALV. BENT PLATE

(40" LONG); PAINTED

3/8" SS ANCHOR BOLTS AT 12" O.C.

HARDWARE SET #1

3 EA. HINGES, FULL MORTISE McKINNEY MPB91 4-1/2" x 4-1/2" US32D

1 EA. STOREROOM LOCK CORBIN RUSSWIN ML2059 NSA 630 CT6B

1 EA. INTERCHANGEABLE CORE CORBIN RUSSWIN CR8000 626

1 EA. SURFACE CLOSER DC3210 689 A4 M54

1 EA. KICK PLATE ROCKWOOD K1050 8" x 34" US32D 1 EA. THRESHOLD PEMKO 2005AT x 36" 1 EA. GASKETING PEMKO 303AV x 36" x 84" 1 EA. SWEEP PEMKO 345AV x 36"

NOTES:

1. SUBSTITUTIONS ARE PERMISSIBLE FOR PRODUCTS OF EQUAL SPECIFICATION TO THOSE

INDICATED ABOVE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUBSTANTIATING DATA

FROM MANUFACTURER SHOWING PRODUCTS ARE EQUAL IF SUBMITTING A SUBSTITUTION.

2. FOR EACH DOOR WITH THRESHOLD TYPE 'B' AS SHOWN ON DETAIL 10/A-102, USE THRESHOLD PEMKO 170 x 36" IN LIEU OF THRESHOLD LISTED ABOVE.

DOOR HARDWARE SCHEDULE

DOOR AND FRAME SCHEDULE

DOOR # TYPEWIDTHRM. #ROOM NAME

17A1 GREENHOUSE 17A 3'-0" HG17A

OPENING OPENING SIZE

HEIGHT

7'-0"

MAT

DOOR

FINISH TYPE

HM-1

MAT

MTL

FINISH DEPTH(THROAT)

FRAME

HEAD JAMB

DETAILS

SILL

5-3/4"

#'D DOOR NOTES

PT PTMTL

HDW

SET

17A2

17B1

17B2

17C1

17C2

17D1

17D2

17E1

17E2

17F1

17F2

17G1

17G2

17H1

17H2

17J1

17J2

18E1

18E2

18F1

18F2

GREENHOUSE 17A 3'-0" HG17A 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17B 3'-0" HG17B 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17C 3'-0" HG17C 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17D 3'-0" HG17D 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17E 3'-0" HG17E 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17F 3'-0" HG17F 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17G 3'-0" HG17G 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17H 3'-0" HG17H 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 17J 3'-0" HG17J 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 18E 3'-0" HG18E 7'-0" HM-1 MTLPT PTMTL

GREENHOUSE 18F 3'-0" HG18F 7'-0" HM-1 MTLPT PTMTL

5-3/4"

9/A-102

8/A-102

6/A-102

9/A-1027/A-102

9/A-1026/A-102

9/A-1027/A-102

10/A-1027/A-102

9/A-1027/A-102

10/A-1027/A-102

9/A-1027/A-102

7/A-102 9/A-102

10/A-1027/A-102

7/A-102 9/A-102

9/A-1027/A-102

9/A-1026/A-102

9/A-1027/A-102

6/A-102 10/A-102

9/A-1027/A-102

10/A-1027/A-102

9/A-1027/A-102

10/A-1027/A-102

9/A-1027/A-102

10/A-1027/A-102

ADDITIVE BID ITEM 001

ADDITIVE BID ITEM 001 ADDITIVE BID ITEM 001 ADDITIVE BID ITEM 001

ADDITIVE BID ITEM 001

ADDITIVE BID

ITEM 001

ADDITIVE BID ITEM 001

PREFINISHED 8"x8"

METAL GUTTER (TYP) GUTTER EXPANSION

JOINT/DAM (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDING 24 ARCHITECTURAL PLANS

A-103 6 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

BUILDINGS 24 SOUTH ELEVATION

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

BUILDINGS 24 NORTH ELEVATION

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

BUILDINGS 24 ROOF PLAN

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

PLAN

NORTH

BUILDINGS 24 WEST ELEVATION

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

BUILDINGS 24 EAST ELEVATION

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

GUTTER EXPANSION

JOINT/DAM (TYP)

PREFINISHED 2"

INSULATED METAL PANEL

ROOF (TYP)

/LF

PREFINISHED 6"x6" METAL

DOWNSPOUT (TYP); RE: ROOF PLAN

GENERAL ROOF NOTES

1. ALL EXISTING SHEET METAL WORK INCLUDING FLASHING, GUTTERS,

DOWNSPOUTS, CAP FLASHING, ETC. SHALL BE REMOVED AND REPLACED

WITH NEW AS SPECIFIED.

2. ALL NEW SHEET METAL WORK INCLUDING FLASHING, GUTTERS,

DOWNSPOUTS, CAP FLASHING, ETC. SHALL BE PREFINISHED METAL BY THE

METAL BUILDING MANUFACTURER AND SHALL BE INSTALLED IN ACCORDANCE

WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL

ASSOCIATION (SMACNA) MANUAL.

3. WATER TEST ALL ROOF PENETRATIONS, GUTTERS & DOWNSPOUTS UPON

COMPLETION OF PROJECT.

4. PROVIDE FOUR (4) PREFINISHED CAST IRON DOWNSPOUT BOOTS AT ALL

DOWNSPOUT LOCATIONS.

5. PAINT ALL PENETRATIONS TO MATCH ADJACENT ROOF MATERIAL.

(6x6)

RIDGE

2" PREFINISHED INSULATED

METAL WALL PANELS (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

PREFINISHED CAST IRON

DOWNSPOUT BOOT)

2" PREFINISHED INSULATED

METAL WALL PANELS (TYP)

REMOVE AND REINSTALL EXISTING

METAL DOOR AND FRAME (TYP)

REMOVE, PROTECT, AND REINSTALL

EXISTING METAL WINDOW (TYP)

PREFINISHED 2" INSULATED

METAL PANEL ROOF (TYP)

2" PREFINISHED

INSULATED METAL

WALL PANELS (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP);

RE: ROOF PLAN

PREFINISHED METAL

TRIM (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP);

RE: ROOF PLAN

PREFINISHED METAL

TRIM (TYP)

REMOVE AND REINSTALL EXISTING

METAL DOOR AND FRAME (TYP)

NON-VENTED PREFINISHED

METAL RIDGE CAP (TYP)

0' 2' 4' 8' 12'

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

NON-VENTED PREFINISHED METAL

RIDGE CAP (TYP); RE: ROOF PLAN

PREFINISHED METAL TRIM (TYP)

PREFINISHED METAL

TRIM (TYP)

KEY PLAN

18E 18F

17J17H17G17F

17A 17B 17C 17D 17E

27 24

A-103

75'-0" FIELD VERIFY

'-0

" F

WORK NOTES

1. ALL EXISTING EXTERIOR METAL WALL PANELS

SHALL BE REMOVED AND REPLACED WITH NEW 2"

PREFINISHED METAL WALL PANELS AS SPECIFIED.

2. ALL EXISTING EXTERIOR METAL ROOF PANELS

SHALL BE REMOVED AND REPLACED WITH NEW 2"

PREFINISHED METAL ROOF PANELS AS SPECIFIED.

3. CAREFULLY REMOVE AND PROTECT ALL EXISTING

EXTERIOR METAL WINDOWS, DOORS, AND FRAMES,

CONDUIT LIGHTS, SIGNAGE, ETC. DURING THE

DEMOLITION OF EXISTING EXTERIOR METAL WALL

PANELS AND STORE FOR RE-USE AND

RE-INSTALLATION AT THE SAME LOCATIONS.

4. ALL EXISTING METAL ROOF PANELS SHALL BE

REMOVED INCLUDING ALL SHEET METAL WORK,

GUTTERS AND DOWNSPOUTS.

5. ALL EXISTING ROOF PENETRATIONS AND

APPURTENANCES TO BE RE-USED SHALL BE

PROTECTED DURING THE DEMOLITION OF EXISTING

METAL ROOF. SEE MECHANICAL AND PLUMBING

DRAWINGS FOR RE-INSTALLATION OF EXISTING OR

INSTALLATION OF NEW ROOF PENETRATIONS AND

APPURTENANCES.

6. CONTRACTOR SHALL ONLY DEMOLISH THE

AMOUNT OF ROOF OR WALL THAT CAN BE

RE-INSTALLED AND DRIED-IN DURING THE SPAN OF

ONE WORKING DAY. THE CONTRACTOR SHALL

NEVER LEAVE ANY BUILDING COMPROMISED TO

WEATHER OR SECURITY AT ANY TIME DURING

CONSTRUCTION.

REPLACE EXISTING WITH

MANUAL-OPERATED

PREFINISHED INSULATED

METAL COILING DOOR

±8'-0" FIELD VERIFY

MATCH EXISTING

±8 '-0

" F

A-105

A-106

PREFINISHED METAL

TRIM (TYP)

NON-VENTED PREFINISHED METAL

RIDGE CAP (TYP); RE: ROOF PLAN

PREFINISHED METAL TRIM (TYP)

2" PREFINISHED INSULATED

METAL WALL PANELS (TYP)

(6x6)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

PREFINISHED 2"

INSULATED METAL PANEL

ROOF (TYP)

/LF

A-105

EXISTING ROOF VENT TO

BE RE-USED (TYP)

EXISTING ROOF VENT TO

BE RE-USED (TYP)

EXISTING ROOF VENT TO

BE RE-USED (TYP)

NON-VENTED PREFINISHED METAL

RIDGE CAP (TYP); RE: ROOF PLAN

REMOVE, PROTECT, AND REINSTALL

EXISTING METAL WINDOW (TYP)

A-105

A-105 1

A-105

A-106

2" PREFINISHED INSULATED

METAL WALL PANELS (TYP)

PREFINISHED CAST IRON

DOWNSPOUT BOOT)

REMOVE AND REINSTALL EXISTING

METAL DOOR AND FRAME (TYP)

REMOVE, PROTECT, AND REINSTALL

EXISTING METAL WINDOW (TYP)

NON-VENTED PREFINISHED METAL

RIDGE CAP (TYP); RE: ROOF PLAN

REMOVE, PROTECT, AND REINSTALL

EXISTING METAL WINDOW (TYP)

PREFINISHED 2" INSULATED

METAL PANEL ROOF (TYP)

PREFINISHED 6"x6" METAL

DOWNSPOUT (TYP); RE: ROOF PLAN

PREFINISHED CAST IRON

DOWNSPOUT BOOT)

2" PREFINISHED INSULATED

METAL WALL PANELS (TYP)

PREFINISHED CAST IRON

DOWNSPOUT BOOT)

2" PREFINISHED INSULATED

METAL WALL PANELS (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP);

RE: ROOF PLAN

PREFINISHED METAL

TRIM (TYP)

2" PREFINISHED

INSULATED METAL

WALL PANELS (TYP)

PREFINISHED METAL

TRIM (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP);

RE: ROOF PLAN

ADDITIVE BID ITEM 003

REMOVE AND RE-INSTALL

EXISTING ROOF VENT

(TYP OF 4)

PREFINISHED STANDING

SEAM METAL ROOF (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDINGS 18, 27, AND

BUILDING 28 ARCHITECTURAL PLANS

A-104 7 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

BUILDING 27 ROOF PLAN

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

PLAN

NORTH

BUILDING 18 ROOF PLAN

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

PLAN

NORTH

BUILDING 28 ROOF PLAN

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

PLAN

NORTH

GUTTER EXPANSION

JOINT/DAM (TYP)

0' 2' 8' 16'

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

KEY PLAN

18E 18F

17J17H17G17F

17A 17B 17C 17D 17E

27 24

A-104

WORK NOTES

1. EXCEPT FOR BUILDING 18, ALL EXISTING EXTERIOR METAL ROOF PANELS

SHALL BE REMOVED AND REPLACED WITH NEW PREFINISHED METAL ROOF

PANELS AS SPECIFIED.

2. REPLACE ONLY THE GUTTERS AND DOWNSPOUTS AT BUILDING 18. THE

EXISTING METAL ROOF WILL REMAIN.

3. WHERE ALL EXISTING METAL ROOF PANELS ARE BEING REMOVED, DEMO

ENTIRE ROOFING INCLUDING ALL SHEET METAL WORK, GUTTERS AND

DOWNSPOUTS.

4. ALL EXISTING ROOF PENETRATIONS AND APPURTENANCES TO BE RE-USED

SHALL BE PROTECTED DURING THE DEMOLITION OF EXISTING METAL ROOF.

SEE MECHANICAL AND PLUMBING DRAWINGS FOR RE-INSTALLATION OF

EXISTING OR INSTALLATION OF NEW ROOF PENETRATIONS AND

APPURTENANCES.

5. PROVIDE 6-INCH WHITE VINYL-BACK INSULATION AT ALL NEW PREFINISHED

METAL ROOF PANELS AS SPECIFIED.

6. CONTRACTOR SHALL ONLY DEMOLISH THE AMOUNT OF ROOF OR WALL THAT

CAN BE RE-INSTALLED AND DRIED-IN DURING THE SPAN OF ONE WORKING

DAY. THE CONTRACTOR SHALL NEVER LEAVE ANY BUILDING COMPROMISED

TO WEATHER OR SECURITY AT ANY TIME DURING CONSTRUCTION.

50'-8" FIELD VERIFY

1'-

0" F

30'-0" FIELD VERIFY

'-0

" F

75'-0" FIELD VERIFY

'-0

" F

GENERAL ROOF NOTES

1. UNLESS NOTED OTHERWISE, ALL EXISTING SHEET METAL WORK INCLUDING

FLASHING, GUTTERS, DOWNSPOUTS, CAP FLASHING, ETC. SHALL BE REMOVED

AND REPLACED WITH NEW AS SPECIFIED.

2. ALL NEW SHEET METAL WORK INCLUDING FLASHING, GUTTERS, DOWNSPOUTS,

CAP FLASHING, ETC. SHALL BE PREFINISHED METAL BY THE METAL BUILDING

MANUFACTURER AND SHALL BE INSTALLED IN ACCORDANCE WITH THE SHEET

METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA) MANUAL.

3. WATER TEST ALL ROOF PENETRATIONS, GUTTERS & DOWNSPOUTS UPON

COMPLETION OF PROJECT.

4. PROVIDE PREFINISHED CAST IRON DOWNSPOUT BOOTS AT ALL DOWNSPOUT

LOCATIONS AND PROVIDE PRECAST CONCRETE SPLASH BLOCKS AT ALL

DOWNSPOUT LOCATIONS THAT DO NOT OUTLET ONTO CONCRETE PAVING.

5. PAINT ALL PENETRATIONS TO MATCH ADJACENT ROOF MATERIAL.

EXISTING METAL

ROOF TO REMAIN

EXISTING METAL

ROOF TO REMAIN

SLOPE @ 1"/LFSLOPE @ 1"/LF

/LF

(6x6)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

GUTTER EXPANSION

JOINT/DAM (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

NON-VENTED

PREFINISHED

METAL RIDGE

CAP (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

(6x6)

PREFINISHED STANDING

SEAM METAL ROOF (TYP)

NON-VENTED PREFINISHED

METAL RIDGE CAP (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

(6x6)

A-106

SIM

ADDITIVE BID ITEM 002

ADDITIVE BID ITEM 004

ADDITIVE BID ITEM 003

REMOVE AND RE-INSTALL

EXISTING ROOF VENT

(TYP OF 3)

TYPICAL EXTERIOR DOOR HEAD DETAIL

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDING 24 ARCHITECTURAL DETAILS

A-105 8 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

TYPICAL BASE FLASHING DETAIL

SCALE: 3"=1'-0"

A-105

SCALE: 3"=1'-0"

3"0 6" 1'

TYPICAL ROOF EAVE DETAIL

SCALE: 3"=1'-0"

A-105

TYPICAL ROOF GABLE DETAIL

SCALE: 3"=1'-0"

A-105

TYPICAL ROOF RIDGE DETAIL

SCALE: 3"=1'-0"

A-105

TYPICAL OUTSIDE CORNER DETAIL

SCALE: 3"=1'-0"

A-105

TYPICAL WINDOW SILL DETAIL

SCALE: 3"=1'-0"

A-105

TYPICAL EXTERIOR DOOR JAMB DETAIL

SCALE: 3"=1'-0"

A-105 SCALE: 3"=1'-0"

A-105

TYPICAL WINDOW HEAD DETAIL

SCALE: 3"=1'-0"

A-105

SCALE: 3"=1'-0"

A-105

TYPICAL WINDOW JAMB DETAIL

PREFINISHED METAL INSULATED

WALL PANEL (TYP)

RE-USE EXISTING OR

PROVIDE NEW BASE

ANGLE FOR ATTACHMENT

OF WALL PANELS (TYP)

PREFINISHED METAL TRIM

W/ TRIM RIVETS (TYP)

PREFINISHED METAL BASE

FLASHING (TYP)RE-USE EXISTING OR

PROVIDE NEW ANCHOR

BOLTS LIKE IN-KIND (TYP)

EXISTING CONCRETE

SLAB / FOOTING (TYP)

PREFINISHED METAL INSULATED

WALL PANEL (TYP)

EXISTING STEEL COLUMN (TYP)

EXISTING STEEL GIRT (TYP)

PREFINISHED METAL

CORNER TRIM (TYP)

PREFINISHED METAL

CORNER TRIM (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

EXISTING STEEL

GIRT (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

PREFINISHED METAL

SILL FLASHING W/

TRIM RIVETS (TYP);

SLOPE FOR DRAINAGE

REMOVE, PROTECT, AND

REINSTALL EXISTING

METAL WINDOW (TYP)

EXISTING PERIMETER

STEEL CHANNEL OPENING

FRAME (TYP)

EXISTING PERIMETER

STEEL CHANNEL OPENING

FRAME (TYP)

EXISTING STEEL GIRT (TYP)

REMOVE, PROTECT, AND

REINSTALL EXISTING

METAL WINDOW (TYP)

PREFINISHED METAL HEAD

FLASHING WITH DRIP (TYP)

PREFINISHED METAL TRIM

W/ TRIM RIVETS (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

REMOVE AND REINSTALL

EXISTING METAL DOOR

AND FRAME (TYP)

PREFINISHED METAL TRIM

W/ TRIM RIVETS (TYP)

PREFINISHED METAL HEAD

FLASHING WITH DRIP (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

EXISTING PERIMETER

STEEL CHANNEL OPENING

FRAME (TYP)

EXISTING STEEL GIRT (TYP)

FINISH GRADE (TYP)

CONT. SEALANT (TYP)

REMOVE AND REINSTALL

EXISTING METAL DOOR

AND FRAME (TYP)

PREFINISHED METAL TRIM

W/ TRIM RIVETS (TYP)

CONT. SEALANT (TYP)

EXISTING PERIMETER

STEEL CHANNEL OPENING

FRAME (TYP)

EXISTING STEEL

GIRT (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

CONT. SEALANT (TYP)

CONT. SEALANT (TYP)CONT. SEALANT (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

CONT. BIRD BLOCK WITH

W/ TRIM RIVETS (TYP)

EXISTING STEEL

EAVE STRUT (TYP)

EXISTING STEEL

FRAME (TYP)

PREFINISHED 6"x6" METAL

DOWNSPOUT (TYP);

RE: ROOF PLAN

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

PREFINISHED METAL

CAP TRIM (TYP)

CONT. CLOSED CELL

FOAM INSULATION (TYP)

CONT. SEALANT (TYP)

SLOPE @ 1"/LF

PREFINISHED 2" INSULATED

METAL PANEL ROOF (TYP)

CLOSURE STRIP (TYP)

GUTTER HANGERS (TYP)

EXISTING STEEL

GIRT (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

CONT. SEALANT (TYP)

EXISTING PERIMETER

STEEL CHANNEL OPENING

FRAME (TYP)

REMOVE, PROTECT, AND

REINSTALL EXISTING

METAL WINDOW (TYP)

PREFINISHED METAL TRIM

W/ TRIM RIVETS (TYP)

CONT. SEALANT (TYP)

EXISTING STEEL

GIRT (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

CONT. CLOSED CELL

FOAM INSULATION (TYP)

EXISTING STEEL FRAME (TYP)

EXISTING STEEL PURLIN (TYP)

PREFINISHED 2" INSULATED

METAL PANEL ROOF (TYP)

PREFINISHED METAL

CAP TRIM (TYP)

CONT. METAL

SUB-FLASHING (TYP)

PREFINISHED METAL

RAKE TRIM (TYP)

SLOPE @ 1"/LFSLOPE @ 1"/LF

CONT. CLOSED CELL

FOAM INSULATION (TYP)

CONT. SEALANT (TYP) CLOSURE STRIP (TYP)

NON-VENTED PREFINISHED

METAL RIDGE CAP (TYP)

PREFINISHED METAL

INSIDE RIDGE TRIM (TYP)

METAL CLOSURE (TYP)

ADDITIVE BID ITEM 003 ADDITIVE BID ITEM 003 ADDITIVE BID ITEM 003 ADDITIVE BID ITEM 003

ADDITIVE BID ITEM 003ADDITIVE BID ITEM 003

ADDITIVE BID ITEM 003

ADDITIVE BID ITEM 003 ADDITIVE BID ITEM 003 ADDITIVE BID ITEM 003

REPLACE EXISTING WITH

MANUAL-OPERATED

PREFINISHED INSULATED

METAL COILING DOOR

THERMAL BLOCK (TYP)

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDING 18, 24, 27, AND 28

ARCHITECTURAL DETAILS

A-106 9 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

SCALE: 3"=1'-0"

3"0 6" 1'

TYPICAL COILING DOOR HEAD DETAIL

SCALE: 3"=1'-0"

A-106

TYPICAL COILING DOOR JAMB DETAIL

SCALE: 3"=1'-0"

A-106

TYPICAL EAVE DETAIL

SCALE: 3"=1'-0"

A-106

TYPICAL GABLE DETAIL

SCALE: 3"=1'-0"

A-106 SCALE: 3"=1'-0"

A-106

TYPICAL ROOF RIDGE DETAIL

EXISTING STEEL EAVE

STRUT (TYP)

EXISTING STEEL FRAME (TYP)

EXISTING PREFINISHED METAL

WALL PANEL TO REMAIN (TYP)

NEW 6" WHITE VINYL BACK

INSULATION; LAP MEMBRANE

OVER FLASHING (TYP)

PREFINISHED STANDING

SEAM METAL ROOF (TYP)

SLOPE @ 1"/LF

THERMAL BLOCK (TYP)

PREFINISHED METAL EAVE

FLASHING WITH DRIP (TYP)

GUTTER HANGERS (TYP)

PREFINISHED 8"x8"

METAL GUTTER (TYP)

PREFINISHED 6"x6" METAL

DOWNSPOUT (TYP);

RE: ROOF PLAN

CONT. SEALANT (TYP)

EXISTING STEEL

GIRT (TYP)

EXISTING PREFINISHED METAL

WALL PANEL TO REMAIN (TYP)

EXISTING STEEL FRAME (TYP)

EXISTING STEEL PURLIN (TYP)

NEW 6" WHITE VINYL BACK

INSULATION; LAP MEMBRANE

OVER FLASHING (TYP)

THERMAL BLOCK (TYP)

PREFINISHED STANDING

SEAM METAL ROOF (TYP)

CONT. METAL

SUB-FLASHING (TYP)

CONT. METAL CLEAT (TYP)

PREFINISHED METAL EAVE

FLASHING WITH DRIP (TYP)

SLOPE @ 1"/LF

NON-VENTED PREFINISHED

METAL RIDGE CAP (TYP)

PREFINISHED METAL

INSIDE RIDGE TRIM (TYP)

METAL CLOSURE (TYP)

SLOPE @ 1"/LF

NEW 6" WHITE VINYL BACK

INSULATION; LAP MEMBRANE

OVER FLASHING (TYP)

PREFINISHED STANDING

SEAM METAL ROOF (TYP)

EXISTING STEEL PURLIN (TYP)

EXISTING STEEL FRAME (TYP)

CONT. SEALANT (TYP)

PREFINISHED METAL TRIM

W/ TRIM RIVETS (TYP)

2-PIECE PREFINISHED

METAL HEAD FLASHING

WITH DRIP (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

CONT. SEALANT (TYP)

EXISTING PERIMETER

STEEL CHANNEL OPENING

FRAME (TYP) - PAINTED

PREFINISHED METAL TRIM

W/ TRIM RIVETS (TYP)

CONT. SEALANT (TYP)

EXISTING PERIMETER

STEEL CHANNEL OPENING

FRAME (TYP) - PAINTED

EXISTING STEEL

GIRT (TYP)

PREFINISHED METAL

INSULATED WALL

PANEL (TYP)

EXISTING STEEL

GIRT (TYP)

ADDITIVE BID ITEM 003 & 004ADDITIVE BID ITEM 003 & 004ADDITIVE BID ITEM 003 & 004

ADDITIVE BID ITEM 003 ADDITIVE BID ITEM 003

OFFICE

CONFERENCE

OFFICE

STORAGE

SUPPLY

WOMEN

MEN

LAB

POTTING / WORK RM

MECHANICAL

LAB

LIBRARY

11C

INOCULATION RM

LAB

STORAGE

11D

DARKROOM

WOMEN

15A

MEN

15B

CORRIDOR

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

ARCHITECTURAL RCP - BUILDING 17

A-107 10 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

REFLECTED CEILING PLAN - BUILDING 17

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

A-107

0' 4' 8' 16' 24'

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

PLAN

NORTH

LAT-1 - 24"x24" LAY-IN ACOUSTICAL TILE EQUAL TO

1772 DUNE SQUARE EDGE WITH 15

16" PRELUDE XL

SUSPENSION SYSTEM BY ARMSTRONG

CEILING HEIGHT

FINISH TYPE

HVAC SUPPLY DIFFUSER;

RE: MECHANICAL

HVAC RETURN GRILLE;

RE: MECHANICAL

A1 24"x48" LED TROFFER;

RE: ELECTRICAL

B1 SUSPENDED 48" STRIP LED FIXTURE;

RE: ELECTRICAL

X1 BACK MOUNT EXIT LIGHT;

RE: ELECTRICAL

9'-0"

LAT-1

RCP LEGEND

B2 WALL-MOUNTED 48" STRIP LED FIXTURE;

RE: ELECTRICAL

NOTE: LIGHT FIXTURE TAGS UTILIZED ON THIS SHEET REPRESENT GENERIC TYPES OF FIXTURES REQUIRED FOR DESIGN INTENT ONLY.

SEE ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURES TO BE PROVIDED.

RCP GENERAL NOTES

1. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS

DIMENSIONED OTHERWISE.

2. SEE MECHANICAL DRAWINGS FOR ANY MECHANICAL FIXTURES

THAT MAY NOT BE SHOWN ON THIS PLAN.

3. SEE ELECTRICAL DRAWINGS FOR ANY ELECTRICAL FIXTURES

THAT MAY NOT BE SHOWN ON THIS PLAN.

4. LIGHT FIXTURE TAGS UTILIZED ON THIS SHEET REPRESENT

GENERIC TYPES OF FIXTURES REQUIRED FOR DESIGN INTENT

ONLY. SEE ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURES TO

BE PROVIDED.

5. PROVIDE ALL BLOCKING AND HANGERS REQUIRED TO SECURELY

FASTEN LIGHT FIXTURES TO STRUCTURE.

6. ACOUSTICAL TILE CEILINGS SHALL BE CENTERED IN SPACE AS

SHOWN. OVERSIZED TILES SHALL BE USED WHERE CEILING TILES

MEASURE TO BE 6" OR LESS AT WALLS. CONTRACTOR TO SUBMIT

LAYOUT TO CONTRACTING OFFICER FOR APPROVAL PRIOR TO

CEILING GRID INSTALLATION.

7. ACOUSTICAL TILE SUSPENSION GRIDS SHALL NOT BE SUPPORTED

BY THE DECK ABOVE. WHERE STRUCTURAL MEMBERS ARE

SPACED MORE THAN 5'-0" O.C., PROVIDE INTERMEDIATE

SUPPORTS.

8. SINGLE LIGHT FIXTURES IN CEILING ARE TO BE CENTERED IN

SPACE UNLESS NOTED OTHERWISE.

9. TWO OR MORE CEILING FIXTURES IN A ROW ARE TO BE EQUALLY

SPACED AND CENTERED IN SPACE, UNLESS NOTED OTHERWISE.

10. ALL WALL-MOUNTED EXIT LIGHTS TO BE CENTERED ABOVE

DOORS.

11. A MOCK-UP OF EACH PENDANT LIGHT FIXTURE TYPE AT EACH

VARYING CEILING HEIGHT SHALL BE REVIEWED AND APPROVED

BY THE CONTRACTING OFFICER FOR LENGTH OF DROP, PRIOR TO

INSTALLATION.

12. CONSULT CONTRACTING OFFICER IMMEDIATELY IF

DISCREPANCIES ARE FOUND BETWEEN ARCHITECTURAL AND

ENGINEERING DOCUMENTS.

13. ALL EXPOSED STEEL STRUCTURE, DUCTWORK, ELECTRICAL

CONDUITS, PIPING, ETC. SHALL BE PAINTED PER SPECIFICATIONS.

A1A1

A1A1 A1

A1 A1

A1A1A1A1A1A1A1A1A1A1A1A1A1A1

A1A1

A1A1A1

A1A1

C1 LED RECESSED DOWN LIGHT FIXTURE;

RE: ELECTRICAL

B1 B1 B1 B1

B2 C1

C1C1

C1 C1

C2 LED CEILING MOUNT DOWN LIGHT FIXTURE;

RE: ELECTRICAL

X2 CEILING MOUNT EXIT LIGHT;

RE: ELECTRICAL

X1X1

X1 X1 X1 X1

X2X2

GYP-1 - PAINTED GYPSUM BOARD CEILING;

COLOR: SW7007 CEILING BRIGHT WHITE; FLAT;

BY SHERWIN-WILLIAMS OR EQUAL

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

GYP-1 EXIST.

EXPOSED

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

GYP-1

EXIST.

GYP-1

EXIST.

GYP-1

EXIST.

GYP-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

EXIST.

LAT-1

B1B1B1B1B1

(EXIST. = MATCH EXISTING)

SOIL BINS

(NO WORK)

RCP DEMOLITION NOTES

1. THIS PROJECT INVOLVES DEMOLITION OF EXISTING ELECTRICAL, MECHANICAL,

AND PLUMBING SYSTEMS AND INSTALLATION OF NEW SYSTEMS. SEE MEP

DRAWINGS AND SPECIFICATIONS FOR TRADE SPECIFIC DEMOLITION.

2. THERE MAY BE ITEMS TO BE REMOVED NOT SHOWN IN THIS RCP THAT ARE

SHOWN IN OTHER TRADES. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL ITEMS SHOWN TO BE REMOVED.

3. REMOVE ALL ACOUSTICAL TILE CEILINGS AND GRIDS IN ITS ENTIRETY INCLUDING

ALL CEILING-MOUNTED ITEMS INCLUDING LIGHTING, MECHANICAL, SPEAKERS,

FIRE ALARM FIXTURES, ETC.

4. REMOVE ALL GYP. BD. CEILINGS IN ITS ENTIRETY INCLUDING ALL

CEILING-MOUNTED ITEMS INCLUDING LIGHTING, MECHANICAL, SPEAKERS, FIRE

ALARM FIXTURES, ETC.; SEE GYPSUM BOARD CEILING DETAIL ON THIS SHEET.

5. REMOVE ALL THAT IS REQUIRED IN ORDER TO ACCOMPLISH THE NEW WORK.

EXISTING FRAMING MEMBERS TO

REMAIN; REMOVE AND RE-INSTALL

THESE FRAMING MEMBERS AS

NECESSARY TO PERFORM SCOPE

OF WORK ABOVE CEILING

REMOVE ALL EXISTING GYPSUM BOARD

CEILINGS ALONG WITH CEILING-MOUNTED

LIGHTS, DIFFUSERS, ALARM DEVICES, ETC.;

PROVIDE 1/2" GYPSUM BOARD CEILINGS

WITH LEVEL 4 FINISH AFTER ALL REQUIRED

WORK ABOVE CEILING IS COMPLETED

GYPSUM BOARD CEILING DETAIL

SCALE: 6"=1'-0"

A-107

0 1 1/2" 3" 6"

SCALE: 6"=1'-0"

TO ANNEX

SEE A-108

HVAC EXHAUST GRILLE;

RE: MECHANICAL

B2 DRAFT

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

ARCHITECTURAL RCP - ANNEX

A-108 11 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

REFLECTED CEILING PLAN - ANNEX

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

A-108

0' 4' 8' 16' 24'

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

PLAN

NORTH

EXISTING 24"x24" LAY-IN ACOUSTICAL TILE CEILING

TO REMAIN

EXISTING HVAC SUPPLY

DIFFUSER TO REMAIN

EXISTING HVAC RETURN/EXHAUST

GRILLE TO REMAIN

A1 24"x48" LED TROFFER;

RE: ELECTRICAL

B1 RECESSED 12"x48" LED FIXTURE;

RE: ELECTRICAL

X1 BACK MOUNT EXIT LIGHT;

RE: ELECTRICAL

RCP LEGEND

B2 WALL-MOUNTED VANITY LED FIXTURE;

RE: ELECTRICAL

NOTE: LIGHT FIXTURE TAGS UTILIZED ON THIS SHEET REPRESENT GENERIC TYPES OF FIXTURES REQUIRED FOR DESIGN INTENT ONLY.

SEE ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURES TO BE PROVIDED.

RCP GENERAL NOTES

1. ALL EXISTING ACOUSTICAL CEILING TILE AND GRID AND ALL

OTHER EXISTING CEILING FINISHES SHALL REMAIN AND BE

RE-USED AND SHALL BE REMOVED ONLY AS REQUIRED TO

REPLACE ALL EXISTING LIGHT FIXTURES LIKE-IN-KIND AS

SPECIFIED.

2. ALL ANGLES ARE 90 DEGREES OR 45 DEGREES UNLESS

DIMENSIONED OTHERWISE.

3. ALL EXISTING MECHANICAL FIXTURES THAT MAY NOT BE SHOWN

ON THIS PLAN SHALL BE RE-USED.

4. SEE ELECTRICAL DRAWINGS FOR ANY ELECTRICAL FIXTURES

THAT MAY NOT BE SHOWN ON THIS PLAN.

5. LIGHT FIXTURE TAGS UTILIZED ON THIS SHEET REPRESENT

GENERIC TYPES OF FIXTURES REQUIRED FOR DESIGN INTENT

ONLY. SEE ELECTRICAL DRAWINGS FOR SPECIFIC FIXTURES TO

BE PROVIDED.

6. PROVIDE ALL BLOCKING AND HANGERS REQUIRED TO SECURELY

FASTEN LIGHT FIXTURES TO STRUCTURE.

C1 LED RECESSED DOWN LIGHT FIXTURE;

RE: ELECTRICAL

EXISTING HARD CEILING TO CEILING TO REMAIN

A1A1

A1 A1

A1A1

A1 A1

A1A1A1

A1A1 A1 A1 A1 A1

A1A1

B1 B1

B2 C1

B3 SUSPENDED 48" STRIP LED FIXTURE;

RE: ELECTRICAL

BUILDING 17

SEE A-107

EXISTING SIMPLE-SAVER INSULATION

SYSTEM. MANIPULATE AS REQUIRED

TO INSTALL ANCHOR. PATCH BACK

TO MATCH EXISTING CONDITION

EXISTING ROOF PURLIN

MINIMUM 3/8" GUYWIRE

PER EXHAUST HOOD

MANUFACTURERS

RECOMMENDATIONS

3/4"x12" EYE-BOLT

WITH MINIMUM 4"

THREADED END

6"x6"x1/4" STEEL

PLATE. WELD SOLID

TO EYE-BOLT

SINGLE-PLY FLASHING SET IN

BED OF ADHESIVE AS

RECOMMENDED BY ROOFING

MANUFACTURER OR ROOFING

TYPE IF MANUFACTURER

UNKNOWN

LOCK NUT

DRAW BAND

SEALANT

MINIMUM 8"x2 1/2"x 14GA CHANNEL.

EXTEND AND ANCHOR TO EXISTING

ROOF PURLIN WITH 2"x3"x3/16" CLIP

ANGLE. BOLT WITH (2) 5/8"x 1 1/2"

STAINLESS STEEL BOLTS AT EACH

MEMBER

STACK; SEE MECHANICAL

FOR SIZE

EXISTING ROOF PURLIN @ 5'+/- O.C.

2' -6

SEE DETAIL 4/A-109 FOR GUYWIRE ANCHOR

NOTE: EXISTING STRUCTURE CONTAINS RECENTLY INSTALLED SIMPLE SAVER

INSULATION AT ROOF. CONTRACTOR SHALL VERIFY AND PHOTOGRAPHICALLY

DOCUMENT EXISTING CONDITIONS AT EACH ROOF PENETRATION PRIOR TO STARTING

WORK. DELIVER ONE PDF FILE OF THE PHOTOGRAPHIC DOCUMENTATION TO THE COR.

IDENTIFY AND REFERENCE EACH LOCATION ON THE ROOF PLAN.

SEE DETAIL 4/A-109 FOR

GUYWIRE ANCHOR

NOTE: INSTALL ROOF CURB PER MANUFACTURER

RECOMMENDATIONS. TRIM EXISTING ROOF MEMBRANE AND

SUBSTRATE AS REQUIRED TO INSTALL NEW ROOFTOP CURBS

AND FANS. PROVIDE SUPPORT FRAMING AS REQUIRED.

0 3" 6" 1'

SCALE: 3"=1'-0"

TYPICAL ROOF CURB DETAIL

SCALE: 3"=1'-0"

A-109

EXISTING VINYL BACK

INSULATION (TYP)

EXISTING ROOF MEMBRANE

TO REMAIN (TYP)

EXISTING STEEL

PURLIN (TYP)

AS SPEC.

SINGLE PLY FULLY-ADHERED ROOF

MEMBRANE STRIP (TYP)

STRAIGHT SIDED SINGLE

ROOF CURB FLASHING

FLANGE AS SPECIFIED (TYP)

STEEL ROOF CURB SUPPORT

FRAMING AS SPECIFIED (TYP)

INSULATED ROOF CURB

AS SPECIFIED (TYP)

CONT. SEALANT (TYP)

FASTENERS AS REQUIRED (TYP)

ROOFTOP FAN PLENUM SKIRT

AS SPECIFIED (TYP)

ROOFTOP FAN AS SPECIFIED; SEE

ROOF PLAN ON THIS SHEET AND

MECHANICAL ROOF NEW WORK PLAN

SHEET MH104 FOR LOCATIONS

PPM

REVISIONS

Agricultural

Service Research

DESCRIPTION

SHEET

DATE

NO.

DEPM

SAFETY & HEALTH

REAL PROPERTY

DATE

PROJECT NO.

SUSDA

AGRICULTURAL RESEARCH SERVICE

DESIGNER

PROJECT MANAGER

JOB #

CHECKED BY

A-E FIRM

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

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

P.A.

FIRMJohnson-McAdamsTHE

USDA AGRICULTURAL RESEARCH SERVICE

WPOFCRU

MAINTENANCE AND DEFICIENCY REPAIRS DESIGN

STILLWATER, OK

BUILDING 17 ARCHITECTURAL

ROOF PLAN - NEW WORK

A-109 12 7806/12/24

S.M.E.

C.L.R.

T.W.J.

2150 CENTRE AVENUE

BLDG D, SUITE 300

FORT COLLINS, CO

XXX

3623-E

XXX

ROOF PLAN - BUILDING 17

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

A-109

0' 4' 8' 16' 24'

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

PLAN

NORTH

KEYED NOTES

1. EXISTING ROOF-MOUNTED EXHAUST FAN TO BE

REMOVED AND PREPPED FOR NEW ROOF

EXHAUST FAN PER MECHANICAL. MODIFY

EXISTING ROOF CURB AS REQUIRED AND

PROVIDE ROOF CRICKET FOR INSTALLATION OF

NEW FAN AS SPECIFIED.

2. PROVIDE ROOF CRICKET AT ROOFTOP FAN AND

ROOF CURB. SEE 2/A-109 FOR TYPICAL ROOF

CURB DETAIL.

3. EXISTING ROOF-MOUNTED FAN TO BE REMOVED.

ROOF PLAN TO BE CAPPED AND SEALED WATER

TIGHT.

/LF

EXISTING

MEMBRANE ROOF

TO REMAIN

2 2

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING DOWNSPOUT

TO REMAIN

EXISTING GUTTER TO REMAIN

PROVIDE NEW SUBSTRATE

TO MATCH EXISTING IN TYPE

AND DIMENSION (TYP)

4" M

6" MIN.

LAP

EXISTING ROOF SUBSTRATE

TO REMAIN (TYP)

PRE-FINISHED METAL

COUNTER-FLASHINGSINGLE PLY FULLY-ADHERED ROOF

MEMBRANE CAP FLASHING MATCHING

EXISTING MEMBRANE ROOFING TYPE,

TEXTURE, AND COLOR (TYP)

BONDING ADHESIVE (TYP)

PER ROOFING MFR.

FASTENERS AS REQUIRED (TYP)

EXISTING

MEMBRANE ROOF

TO REMAIN

TYPICAL ROOF PENETRATION PLAN DETAIL

SCALE: 3/8"=1'-0"

A-109

SCALE: 3/8"=1'-0"

0 1' 2' 4' 8'

TYPICAL GUYWIRE ANCHOR DETAIL

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

A-109

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

0 6" 1' 2'

NOTE: ALL WORK ON EXISTING

ROOF MUST BE PERFORMED IN

A MANNER THAT MAINTAINS THE

EXISTING ROOF WARRANTY.

File details come from the government source that posted it. Updated Dec 9, 2024.