04-10-2015_100__SUBMITTAL20150410.pdf

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Attached to: Mandan, ND Libary Renovation Federal contract opportunity
Solicitation number: AG-32SD-S-15-0022
Issued by: Department of Agriculture Agricultural Research Service Central Program Planning Coordination and Support

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VICINITY MAP

NTS

PROJECT SITE

LOCATION MAP

NTS

BUILDING #1

STAGING AREA

CODE ANALYSIS LEGEND

OCCUPANCY LOAD

EGRESS PATH

OFFICE

OFFICE OFFICE

STORAGE

OFFICE UTILITY

CONFERENCE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICEOFFICE

LAB

STOR

TEMP

LAB

STOR

COUNT

ISO

LAB

2 2

2 1

15 1 1 1 1 1 1 1

RECEPTION

AREA OF

CONSTRUCTION

CODE ANALYSIS

USDA NORTHERN GREAT PLAINS RESEARCH LABORATORY

MANDAN, NORTH DAKOTA

APPLICABLE CODES:

2012 INTERNATIONAL BUILDING CODE

2012 INTERNATIONAL MECHANICAL CODE

2012 INTERNATIONAL FIRE CODE

2011 INTERNATIONAL ELECTRIC CODE

2009 NORTH DAKOTA STATE PLUMBING CODE

EXISTING BUILDING:

TWO STORY 24'-0" HIGH

BASEMENT - 6,664 SF

FIRST FLOOR - 6,664 SF

OCCUPANCY CLASSIFICATION:

BUSINESS GROUP B - LABORATORIES: TESTING AND RESEARCH

CONSTRUCTION TYPE:

EXISTING TYPE 2B

OCCUPANT LOAD:

FIRST FLOOR = 64

FIRE PROTECTION

UNSPRINKLERED

EGRESS:

1014.2 EGRESS THROUGH INTERVENING SPACES PERMITTED, SPACES ARE ACCESSORY TO

ANOTHER AND PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL.

1014.3 COMMON PATH OF EGRESS TRAVEL

100' MAX W/ OCC. LOAD LESS THAN 30 UNSPRINKLERED.

1015.1 SPACES WITH ONE EXIT ACCESS DOORWAY.

LESS THAN OCC. LOAD OF 49.

SHEET

PLOTTED:

1 2 3 4 5

USDA MANDAN LIBRARY RENOVATION

USDA ARS NPA NGPRL

PO BOX 459

MANDAN, ND 58554

PROJECT NO.:

717960

DATE:

3/27/15

USDA-ARS-NPA (CONTRACTING)

1201 OAKRIDGE, SUITE 150

FORT COLLINS, CO 80525

A/E FIRM:

COOVER/CLARK &

ASSOCIATES

PROJECT MANAGER:

CHARLES FIELDER, AIA

ARCHITECT:

CAROL COOVER-CLARK,

AIA

CHECKED BY:

BRUCE BOLLENBACH,

AIA

REAL PROPERTY:

SAFETY & HEALTH:

PPM:

ADE:

GMG

USDA

AGRICULTURAL

RESEARCH

SERVICE

www.cooverclark.com CooverClark

VERIFY SCALE:

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

HDR INC.

OMAHA, NEBRASKA

THESE DRAWINGS AND PLANS ARE COPYRIGHTED AND ARE NOT TO BE USED OR REPRODUCED

WHOLLY OR IN PART WITHOUT THE WRITTEN PERMISSION OF COOVER-CLARK AND ASSOCIATES, INC.

S D

COOVER-CLARK & ASSOCIATES, INC.

DENVER, COLORADO

4/10/2015 11:07:57 AM

VICINITY MAP, DIRECTORY & CODE INFO

USDA NORTHERN GREAT PLAINS RESEARCH LABORATORY LIBRARY RENOVATION

Contact:

COOVER-CLARK & ASSOCIATES

BRUCE BOLLENBACH, AIA

PROJECT ARCHITECT

1936 MARKET ST. DENVER, CO

80202 p: (303)783-0040 e:

BRUCEBOLLENBACH@COOVERCLARK.COM

ARCHITECT

Contact:

UNITED STATES DEPARTMENT OF

AGRICULTURE

GREG GRAHAM

PROJECT MANAGER

2150 CENTRE AVE, SUITE 310 FT.

COLLINS, CO 80526

p: 970-492-7035 e: GREG.GRAHAM@ARS.USDA.GOV

OWNER

3 CODE PLAN - FIRST FLOOR

0' 4' 8' 16'

TRUE

NOR TH

MANDAN, ND

TEAM DIRECTORY

DRAWING INDEX

A1 VICINITY MAP, DESIGN TEAM DIRECTORY & CODE INFORMATION

A2 DEMOLITION FIRST FLOOR PLAN, DEMOLITION RCP, DEMOLITION NOTES, SPECS

A3 FIRST FLOOR PLAN, PARTITION TYPES & ROOM FINISH SCHEDULE, PIPING DETAIL, SPECS

A4 FIRST FLOOR RCP, DOOR SCHEDULE & DETAILS, FAN COIL SCHEDULE, SPECS

A5 EXTERIOR ELEVATION & MISCELLANEOUS DETAILS

(EXISTING BUILDING)

Contact:

HDR INC.

GREGORY KOLL, P.E.

MECHANICAL ENGINEER

8404 INDIAN HILLS DR. OMAHA, NE

68114 p: (402) 290-5436 e: GREGORY.KOLL@HDRINC.COM

MECHANICAL

REVISIONS

NO. DATE BY DESCRIPTION

A5 1

REFER TO 1/A5 FOR

ADDITIONAL DEMO

INSTRUCTIONS FOR

WINDOWS ADDED TO

EAST ELEV. OF BLDG.

4'- 0"

2'- 0"

4'- 0"

LIBRARY

CLERICAL

OFFICE OFFICE

OFFICE

UTILITY

STAIR A

VEST

OFFICE

02 02

04 12

01 01

LIBRARY

CLERICAL

OFFICE OFFICE

OFFICE

UTILITY

OFFICE

VEST

16 08

DEMOLITION GENERAL NOTES

1. DEMOLITION REQUIRES THE SELECTIVE REMOVAL AND SUBSEQUENT

REUSE, RECYCLE OR DISPOSAL OF THE EXISTING BUILDING AS INDICATED ON

THE DRAWINGS.

2. DIMENSIONS SHOWN ON DEMOLITION DRAWINGS ARE APPROXIMATE.

VERIFY REQUIREMENTS OF PROPOSED CONSTRUCTION PRIOR TO

COMMENCING DEMOLITION WORK.

3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CUTTING AND

PATCHING WITH THEIR SUBCONTRACTORS DURING BIDDING AND DURING

CONSTRUCTION.

4. ALL CONTRACTORS SHALL VISIT THE JOB SITE AND COMPLETELY

FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS PRIOR TO BID.

5. ALL DIMENSIONS ARE FROM FINISH SURFACE TO FINISH SURFACE.

6. PERFORM DEMOLITION IN AN ORDERLY AND CAREFUL MANNER IN WHICH

TO ACCOMMODATE THE PROPOSED CONSTRUCTION.

7. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY

DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO COST TO

THE OWNER. RETURN STRUCTURES AND SURFACES TO THE CONDITION

EXISTING PRIOR TO THE COMMENCEMENT OF DEMOLITION WORK.

8. CUTTING AND PATCHING INCLUDES CUTTING INTO EXISTING

CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OR PERFORMANCE OF

OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO

RESTORE SURFACES TO THEIR ORIGINAL CONDITION.

9. DO NOT CUT AND PATCH WORK IN A MANNER THAT WOULD RESULT IN

VISUAL EVIDENCE OF CUT AND PATCH WORK. REMOVE AND REPLACE WORK

JUDGED BY THE ARCHITECT TO HAVE BEEN CUT AND PATCHED IN A VISUALLY

UNSATISFACTORY MANNER.

10. REMOVE HVAC, PLUMBING, ELECTRICAL, AND ARCHITECTURAL

ELEMENTS INDICATED FOR DEMOLITION IN THEIR ENTIRETY. DO NOT

ABANDON IN PLACE UNLESS NOTED OTHERWISE.

11. PATCH AND PREP EXISTING FLOORS, WALLS, AND CEILINGS REMAINING

TO AN ACCEPTABLE SUBSTRATE CONDITION FOR PROPOSED FINISHES.

12. PROTECT EXISTING FINISH WORK, EQUIPMENT, AND FIXTURES FROM

DAMAGE DUE TO DEMOLITION AND SUBSEQUENT CONSTRUCTION. PROVIDE

FLOOR COVERING TO PROTECT EXISTING FLOOR FINISH TO REMAIN.

13. REMOVE AND RECYCLE/DISPOSE ALL MATERIALS, EQUIPMENT, AND

DEMOLITION DEBRIS AT THE END OF EACH WORKING DAY. UPON

COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND

DEMOLITION DEBRIS FROM SITE. REMOVE PROTECTIVE COVERINGS AND

LEAVE INTERIOR AREAS BROOM CLEAN.

14. CORRIDOR FINISHES ARE TO REMAIN AS IS. PROTECT FLOOR AS NEEDED

DURING CONSTRUCTION SO AS NOT TO DAMAGE THE FINISH SURFACE.

15. REMOVE EXISTING CEILINGS AS NECESSARY IN AREA OF WORK.

16. CONTRACTOR AND OWNER SHALL PERFORM AN INSPECTION OF ALL

OWNER SALVAGE ITEMS. PRODUCE WRITTEN DOCUMENTATION OF THE

CONDITION OF EACH ITEM PRIOR TO REMOVAL.

17. PROVIDE CARE IN THE REMOVAL OF ALL ITEMS LISTED AS OWNER

SALVAGE. COORDINATE TEMPORARY STORAGE WITH OWNER. INSTALL TO

FULLY FUNCTIONAL CONDITION AT LOCATION INDICATED ON DRAWINGS.

REFINISH AS SCHEDULED.

18. THE OWNER IS TO VACATE DEMO SPACES PRIOR TO G.C. TAKING THE

SPACE. G.C. TO COORDINATE WITH OWNER PRIOR TO DEMOLITION.

19. REMOVE ALL EXISTING SIGNAGE, DISPLAY BOARDS AND OTHER ITEMS

ATTACHED TO WALLS. RETAIN FOR OWNER REUSE.

DEMOLITION KEY NOTES

01 ALTERNATE #1: REMOVE EXISTING GYPSUM BOARD, FURRING STRIPS AND ELECTRICAL IN ITS

ENTIRETY. REMOVE ELECTRICAL INCLUDING RECEPTACLES, SWITCH BOXES, CONDUCTORS AND

CONDUIT WITHIN WORK AREA.

02 DEMOLISH EXISTING FCU HWS, HWR, CWS, CWR AND CONDENSATE PIPING FROM FCU TO SOURCE.

REMOVE EXISTING PIPING IN BASEMENT CEILING SPACE TO HEATING AND COOLING SOURCES.

03 OWNER SHALL REMOVE EXISTING UPPER & LOWER CABINETS FOR REUSE. SEE FLOOR PLAN.

04 REMOVE EXISTING PARTITION, DOOR, & FRAME, TYP.

05 OWNER SHALL REMOVE EXISTING BOOKSHELVES, TYP. SALVAGE FOR REUSE BY OWNER.

06 PROTECT EXISTING ALUMINUM STOREFRONT SYSTEM TO REMAIN.

07 CAREFULLY CUT AND REMOVE EXISTING CMU MASONRY & BRICK VENEER FOR WINDOWS.

08 REMOVE EXISTING 12" x 12" ACOUSTICAL TILE CEILING AND CONCEALED SPLINE GRID IN ITS

ENTIRETY, SALVAGE LIGHTS AND CLG FANS FOR OWNER.

REMOVE EXISTING SUSPENDED ACOUSTICAL TILE CEILING AS REQ'D. FOR CONSTRUCTION.

SALVAGE LIGHTS AND ACOUSTICAL PANELS FOR REUSE.

10 PROTECT EXISTING SUSPENDED ACOUSTICAL TILE CEILING TO REMAIN. REPLACE HVAC SUPPLY

AND RETURN GRILLES PER SHEET A4.

11 REMOVE EXISTING GYPSUM BOARD. EXISTING METAL STUD FRAMING TO REMAIN.

12 PROTECT EXISTING STRUCTURAL COLUMN TO REMAIN.

13 ALTERNATE #2: REMOVE EXISTING EXTERIOR & INTERIOR ALUM FRAME GLAZING SYSTEMS FULL

HEIGHT OF BUILDING, FIRST FLOOR AND BASEMENT.

14 PROTECT EXISTING ALUM GLAZING SYSTEM TO REMAIN.

REMOVE EXISTING FAUX WOOD AND CARPET TILE FLOOR FINISHES WITHOUT DISTURBING VINYL ASBESTOS TILE BENEATH. PROTECT EXISTING VINYL ASBESTOS TILE FINISH WITH 1/8" MASONITE WITH TAPED JOINTS UNTIL SUCH TIME AS CARPET TILE FINISH IS READY FOR INSTALLATION.

16 REMOVE EXISTING E.F. AND ASSOCIATED DUCT WORK TO DECK ABOVE. CAP ON ROOF.

17 REMOVE EXISTING DUCTWORK AS NECESSARY TO ACCOMODATE PROPOSED CONSTRUCTION,

TYPICAL.

IN AS MUCH AS THE REMODELING AND/OR REHABILITATION OF AN EXISTING

BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING

EXISTING CONDITIONS, AND BECAUSE SOME OF THESE ASSUMPTIONS MAY

NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY, OR

DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE

BUILDING, THE ARCHITECT IS NOT RESPONSIBLE FOR CONDITIONS

DISCOVERED DURING CONSTRUCTION WHICH DIFFER FROM THOSE

INDICATED ON THESE DRAWINGS. THE CONTRACTOR, UPON MAKING SUCH

A DISCOVERY, SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE IMMEDIATELY FOR GUIDANCE ON HOW TO PROCEED.

VERIFICATION OF EXISTING CONDITIONS:

DEMOLITION LEGEND

REMOVE EXISTING DOOR & HM FRAME.

SALVAGE DOOR & HARDWARE FOR REUSE

REMOVE EXISTING METAL STUD PARTITION IN ITS

ENTIRETY, ALONG WITH ELECT. CONDUIT, POWER

OUTLETS, LIGHT SWITCHES, AND DATA JACKS.

SPECIFICATIONS

SECTION 012300 – ADD ALTERNATES

ADD ALTERNATE NUMBER ONE: EXTERIOR WALL INSULATION.

BASE BID: BASE BID IS THE LIBRARY RENOVATION AS SHOWN ON THESE

DRAWINGS, EXCEPT AS NOTED AS ADD ALTERNATES. EXISTING EXTERIOR

WALLS TO REMAIN AS IS. PATCH AND PAINT AS REQUIRED.

ALTERNATE: REMOVE EXISTING PLASTER/GYPSUM BOARD FINISH, WOOD FURRING

STRIPS AND ELECTRICAL FROM EXTERIOR WALLS IN THE WORK AREA.

PROVIDE MEMBRANE, RIGID INSULATION, METAL STUDS, SOLID SURFACE

SILLS, AND GYPSUM BOARD. PROVIDE ELECTRICAL POWER AND

DATA. CONNECT TO REMAINING EXISTING WHERE APPLICABLE. PRIME

AND PAINT.

ADD ALTERNATE NUMBER TWO:WINDOW REPLACEMENT.

BASE BID: BASE BID IS THE LIBRARY RENOVATION AS SHOWN ON THESE

DRAWINGS, EXCEPT AS NOTED AS ADD ALTERNATES. EXISTING

WINDOWS TO REMAIN AS IS.

ALTERNATE: REMOVE EXISTING EXTERIOR AND INTERIOR WINDOW SYSTEMS IN THE

WORK AREA, FIRST FLOOR AND BASEMENT. PROVIDE THERMALLY

BROKEN ALUMINUM INSULATING WINDOW SYSTEM AND SOLID SURFACE

SILLS. PROVIDE ADDITIONAL RIGID INSULATION AT SPANDRAL PANELS.

PATCH AND REPAIR GYPSUM BOARD. PROVIDE SEALANT.

SECTION 013300 - COORDINATION AND ASSISTANCE ON GOVERNMENT CONTRACTS

1.1 COORDINATION AND ASSISTANCE: COORDINATION AND ASSISTANCE BETWEEN THE

CONTRACTOR, CONTRACTOR'S PERSONNEL AND SUB-CONTRACTORS, CONTRACTING

OFFICER, CONTRACTING OFFICER'S REPRESENTATIVE, LOCATION MONITOR, AND

RESEARCH PERSONNEL ON THE FOLLOWING ITEMS WILL KEEP ALL APPROPRIATE

PERSONNEL INVOLVED TO EXPEDITE THIS PROJECT FOR EVERYONE’S BENEFIT.

1.2 NOTICE TO PROCEED: NOTICE TO PROCEED FROM THE CONTRACTING OFFICER IS

NEEDED BEFORE THE CONTRACTOR SHOULD INCUR ANY COSTS AND BEFORE ANY WORK

IS DONE ON SITE.

1.3 CORRESPONDENCE: CORRESPONDENCE BETWEEN THE CONTRACTOR,

CONTRACTING OFFICER, AND CONTRACTING OFFICER’S REPRESENTATIVE SHOULD

BE DATED, LOGGED, AND COPIES KEPT AT THE ORIGINATOR’S OFFICE.

1.4. PROGRESS SCHEDULE: PROGRESS SCHEDULE SHOULD BE COMPLETED AND

SUBMITTED TO THE CONTRACTING OFFICER BEFORE THE PRE-CONSTRUCTION

CONFERENCE.

1.5 PRE-CONSTRUCTION CONFERENCE.

A. SCHEDULE: THE PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTING

OFFICER’S REPRESENTATIVE.

B. ATTENDEES SHALL INCLUDE THE CONTRACTING OFFICER'S REPRESENTATIVE,

THE CONTRACTOR, CONTRACTOR'S SUPERINTENDENT, LOCATION MONITOR, AND

OTHERS.

C. AGENDA SHALL INCLUDE THE FOLLOWING:

1. INTRODUCTIONS OF ATTENDEES, WITH DESIGNATION FOR 24 HOUR CALLS,

BY THE CONTRACTING OFFICER’S REPRESENTATIVE AND THE CONTRACTOR.

2. FACILITIES NORMAL WORKING HOURS ARE 7:00 – 4:30.

3. ALLOWABLE CONTRACTOR’S USE OF PREMISES, OFFICE, WORK, AND STORAGE

AREAS WITH SAFETY, HOUSEKEEPING, AND SECURITY PROCEDURES.

4. ALLOWABLE CONTRACTOR’S EQUIPMENT AND MATERIAL DELIVERIES.

5. CONTRACTOR’S PROGRESS SCHEDULE AND COORDINATION ITEMS FOR ANY

UTILITY OUTAGES OR HAZARDOUS MATERIALS.

6. DUE TO THE SIZE OF THIS PROJECT, THE MATERIALS, PRODUCTS,

INSTALLATION PROCEDURES, TESTING PROCEDURES, ETC. SHALL MEET

COMMERCIAL STANDARDS AND SHALL BE REVIEWED IF REQUESTED BY THE

CONTRACTOR OR THE CONTRACTING OFFICER’S REPRESENTATIVE

REQUESTS A SPECIFIC ITEM, OTHERWISE REVIEW WILL BE AT THE FINAL

INSPECTION.

7. CONTRACTOR’S INSPECTION PROCEDURE, INCLUDING FIELD TESTING AND

APPROVALS WITH A REMEDIAL PROCESS FOR ANY DEFICIENCIES.

8. GOVERNMENT’S QUALITY ASSURANCE PROGRAM OF RANDOM INSPECTIONS

AND NOTIFYING THE CONTRACTOR OF ANY NOTED DEFICIENCIES. THIS

DOES NOT RELIEVE THE CONTRACTOR FROM REQUIREMENTS OF THE CONTRACT.

9. PROCEDURES FOR THE CONTRACTOR TO SUBMIT APPLICATIONS FOR PAYMENT.

D. SAFETY.

1. CONTRACTOR'S SAFETY COMPETENT PERSON DESIGNATION WILL BE MADE

AT THE PRE-CONSTRUCTION CONFERENCE.

2. PAST SAFETY RECORD WILL BE USED AS AN EVALUATING FACTOR IN FUTURE

CONTRACTS.

3. PROVIDE A COPY OF PAST 3 YRS OSHA 300A SUMMARY OF WORK RELATED

INJURIES AND ILLNESSES.

4. INVESTIGATE PAST OSHA SAFETY INSPECTIONS USING THE ESTABLISHMENT

SEARCH (HTTP://WWW.OSHA.GOV/PLS/IMIS/ESTABLISHMENT.HTML ).

5. PROVIDE A COPY OF ANY OSHA TRAINING COURSE DOCUMENTATION FOR

CONTRACTOR AND HIS/HER EMPLOYEES.

6. PROVIDE COPY OF RELEVANT SAFETY PLANS.

7. CONTRACTOR WILL BE REQUIRED TO HOLD AT LEAST WEEKLY SAFETY

MEETINGS.

8. CONTRACTOR AND HIS EMPLOYEES WILL BE REQUIRED TO FOLLOW ALL

REQUIREMENTS OF 29 CFR 1926 OSHA STANDARDS FOR THE

CONSTRUCTION INDUSTRY.

9. ALL RELEVANT PPE AS DICTATED BY THE HAZARDS PRESENT MUST BE

WORN BY THE CONTRACTOR AND ALL EMPLOYEES WORKING ON THE JOB

SITE.

10. LOCATION MONITOR WILL WALK THE SITE TWICE A DAY WITH AN EYE TO

SAFETY.

1.7 CLEANING UP

A. DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE SITE DAILY. UPON THE

END OF THE WORK DAY, THE ENTIRE AREA OF THE CONTRACT WORK SHALL BE

CLEANED OF ALL EXCESS MATERIALS, DIRT, RUBBISH, AND DEBRIS.

B. TRANSPORTATION OF DEBRIS SHALL BE IN A MANNER AS TO PREVENT

SPILLAGE ON STREET OR ADJACENT AREAS.

1.8 UTILITIES: UTILITIES ARE TO THE SITE AND CAN BE USED REASONABLY.

1.9 SPECIFICATIONS AND DRAWINGS.

A. COPIES: ADDITIONAL SETS WILL NOT BE FURNISHED.

B. NO SCALING. DO NOT SCALE DRAWINGS FOR DIMENSIONS.

1.10 SCHEDULES AND COORDINATION.

A. COORDINATION: COORDINATE CONSTRUCTION ACTIVITIES WITH THE

CONTRACTING OFFICER'S REPRESENTATIVE TO BE IN COMPLIANCE WITH THE

SCHEDULING REQUIREMENTS. COORDINATION MEETINGS SHALL BE HELD ONCE A

WEEK USUALLY, BUT THE COR CAN CHANGE THE TIME PERIOD DEPENDING ON THE

AMOUNT OF ACTIVITY BY THE CONTRACTOR. THE AGENDA SHALL INCLUDE

ACCOMPLISHMENTS, PROBLEMS, AND SOLUTIONS SINCE THE PREVIOUS MEETING.

THE CONTRACTOR SHALL PREPARE AND DISTRIBUTE MINUTES OF PROGRESS

MEETINGS. NO LATER THAN 3 DAYS AFTER EACH MEETING, THE CONTRACTOR

SHALL PROVIDE A COPY OF THE MINUTES TO THE COR.

B. MONITORING THE PROGRESS SCHEDULE: THE CONTRACTOR OR THE COR

SHALL INFORM THE CO IF THE CONTRACTOR IS BEHIND ON THE SCHEDULE,

WHY AND WHAT IS PLANNED TO GET BACK ON SCHEDULE, SO THE CO CAN TAKE

APPROPRIATE ACTION IF NEEDED.

1.11 QUALITY ASSURANCE: THE CONTRACTOR SHALL COMPLETE AND SUBMIT THE DAILY

REPORTS TO THE COR WEEKLY, ON THE FIRST WORKING DAY OF THE FOLLOWING WEEK.

1.12 PROTECTION OF EXISTING EQUIPMENT, UTILITIES, AND IMPROVEMENTS:

CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND RESTORATION IF

DAMAGE OCCURS. SEE PROTECTION OF EXISTING VEGETATION, STRUCTURES,

EQUIPMENT, UTILITIES, AND IMPROVEMENTS (FAR 52.236�9) (APR 1984) IN

SECTION H � SPECIAL CONTRACT REQUIREMENTS.

1.13 PROGRESS SCHEDULE: FORM PROVIDED WITH THE NOTICE TO PROCEED.

1.14 COOPERATION AND ASSISTANCE: COOPERATION AND ASSISTANCE WITH THIS

CONTRACT’S TEAM MEMBERS: CONTRACTOR WITH THEIR PERSONNEL,

CONTRACTING OFFICER WITH THE CONTRACTING OFFICER’S REPRESENTATIVE; AND

RESEARCH LEADER WITH LOCATION PERSONNEL; WILL KEEP EVERYONE

INFORMED TO EXPEDITIOUSLY COMPLETE THIS PROJECT TO MEET THE USER’S

NEEDS.

SECTION 013301 - SUBMITTAL PROCEDURES

1.1 SUBMITTAL PROCEDURES: SUBMIT VIA EMAIL AS PDF FILES.

1.2 CONTRACTOR'S REVIEW: SUBMITTALS: MARKED WITH APPROVAL STAMP

BEFORE SUBMITTING TO ARCHITECT.

1.3 ARCHITECT'S ACTION:

A. ACTION SUBMITTALS: STAMPED WITH AN ACTION STAMP AND RETURNED.

B. INFORMATIONAL SUBMITTALS: REVIEWED BUT NOT RETURNED, OR REJECTED IF

THEY DO NOT COMPLY WITH REQUIREMENTS.

C. INCOMPLETE SUBMITTALS WILL BE RETURNED WITHOUT REVIEW.

D. SUBMITTALS NOT REQUIRED: MAY NOT BE REVIEWED AND MAY BE DISCARDED.

SECTION 016000 - PRODUCT REQUIREMENTS

1.0 THE USE OF A TRADE NAME AND SUPPLIER'S NAME AND ADDRESS IN THE

SPECIFICATION IS TO INDICATE A POSSIBLE SOURCE OF THE PRODUCT. THE

SAME TYPE OF PRODUCT FROM OTHER SOURCES SHALL NOT BE EXCLUDED,

PROVIDED THEY POSSESS LIKE FUNCTIONAL PERFORMANCE, PHYSICAL

CHARACTERISTICS, COLOR AND TEXTURE. IF THE PRODUCT IS FROM A

FOREIGN SUPPLIER, IT SHALL BE SUBJECT TO THE BUY AMERICAN ACT.

1.1 ACTION SUBMITTALS: COMPARABLE PRODUCT REQUESTS: ARCHITECT WILL

NOTIFY CONTRACTOR OF APPROVAL OR REJECTION WITHIN 15 DAYS OF

RECEIPT OF REQUEST, OR SEVEN DAYS OF RECEIPT OF ADDITIONAL

INFORMATION.

1.2 PRODUCT DELIVERY, STORAGE, AND HANDLING

A. USE MEANS AND METHODS THAT WILL PREVENT DAMAGE,

DETERIORATION, AND LOSS, INCLUDING THEFT.

B. STORE PRODUCTS TO ALLOW FOR INSPECTION AND MEASUREMENT OR

COUNTING OF UNITS.

1.3 PRODUCT WARRANTIES

A. MANUFACTURER'S DISCLAIMERS AND LIMITATIONS ON PRODUCT

WARRANTIES DO NOT RELIEVE CONTRACTOR OF OBLIGATIONS UNDER

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

B. SPECIAL WARRANTIES: PREPARE A WRITTEN DOCUMENT THAT CONTAINS

APPROPRIATE TERMS AND IDENTIFICATION, READY FOR EXECUTION.

1.4 PRODUCT SELECTION PROCEDURES

A. PRODUCT SELECTION PROCEDURES:

1. PRODUCT: PRODUCT NAMED THAT COMPLIES WITH REQUIREMENTS.

2. MANUFACTURER/SOURCE: PRODUCT BY MANUFACTURER OR FROM

SOURCE NAMED THAT COMPLIES WITH REQUIREMENTS.

3. BASIS-OF-DESIGN PRODUCT: EITHER THE SPECIFIED PRODUCT OR A

COMPARABLE PRODUCT AS APPROVED BY OWNER.

B. VISUAL SELECTION SPECIFICATION: PRODUCT (AND MANUFACTURER)

THAT COMPLIES WITH OTHER SPECIFIED REQUIREMENTS. ARCHITECT

WILL SELECT COLOR, GLOSS, PATTERN, DENSITY, OR TEXTURE FROM

MANUFACTURER'S PRODUCT LINE THAT INCLUDES BOTH STANDARD AND

PREMIUM ITEMS.

1.5 COMPARABLE PRODUCTS - CONDITIONS FOR CONSIDERATION:

A. PRODUCT DOES NOT REQUIRE REVISIONS TO THE CONTRACT

DOCUMENTS, IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND

WILL PRODUCE THE INDICATED RESULTS, AND IS COMPATIBLE WITH

OTHER PORTIONS OF THE WORK.

B. COMPARISON OF PROPOSED PRODUCT WITH THOSE NAMED IN THE

SPECIFICATIONS.

C. PRODUCT PROVIDES SPECIFIED WARRANTY.

D. SIMILAR INSTALLATIONS, IF REQUESTED.

E. SAMPLES, IF REQUESTED.

SECTION 017300 - EXECUTION

1.1 EXECUTION

A. EXISTING CONDITIONS: EXISTENCE AND LOCATION OF SITE

IMPROVEMENTS, UTILITIES, AND OTHER CONSTRUCTION AFFECTING THE

WORK MUST BE INVESTIGATED AND VERIFIED.

B. REVIEW OF THE CONTRACT DOCUMENTS AND FIELD CONDITIONS.

C. INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN

INSTRUCTIONS.

1.2 CUTTING AND PATCHING

A. PROVIDE TEMPORARY SUPPORT.

B. PROTECT IN-PLACE CONSTRUCTION.

C. PROTECT ADJACENT OCCUPIED AREAS.

D. EXISTING UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS:

MINIMIZE INTERRUPTION TO OCCUPIED AREAS.

E. CUTTING: IN GENERAL, USE HAND OR SMALL POWER TOOLS. CUT HOLES

AND SLOTS NEATLY TO MINIMUM SIZE REQUIRED. TEMPORARILY COVER

OPENINGS WHEN NOT IN USE.

F. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS

PRACTICABLE. RESTORE EXPOSED FINISHES.

1.3 PROGRESS CLEANING

A. CLEAN PROJECT SITE AND WORK AREAS DAILY. DISPOSE OF MATERIALS

LAWFULLY.

B. KEEP INSTALLED WORK CLEAN.

C. REMOVE DEBRIS FROM CONCEALED SPACES.

1.4 STARTING AND ADJUSTING

A. START EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER

OPERATION.

B. ADJUST EQUIPMENT FOR PROPER OPERATION.

1.5 PROTECTION OF INSTALLED CONSTRUCTION

A. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE

WORK IS WITHOUT DAMAGE.

SECTION 017700 - CLOSEOUT PROCEDURES

1.1 SUBSTANTIAL COMPLETION

A. PRELIMINARY PROCEDURES: BEFORE REQUESTING INSPECTION, COMPLETE

THE FOLLOWING.

B. CONTRACTOR'S LIST OF INCOMPLETE ITEMS (PUNCH LIST)

C. WARANTIES, MAINTENANCE SERVICE AGREEMENTS, AND SIMILAR

DOCUMENTS SUBMITTED.

D. RELEASES, OCCUPANCY PERMITS, AND OPERATING CERTIFICATES

SUBMITTED.

E. PROJECT RECORD DOCUMENTS SUBMITTED.

F. TOOLS, SPARE PARTS, AND EXTRA MATERIALS DELIVERED.

G. FINAL CHANGEOVER OF LOCKS PERFORMED.

H. STARTUP TESTING COMPLETED.

I. TEST/ADJUST/BALANCE RECORDS SUBMITTED.

J. TEMPORARY FACILITIES REMOVED.

K. FINAL CLEANING PERFORMED.

L. TOUCHUP PERFORMED.

1.2 FINAL COMPLETION

A. PRELIMINARY PROCEDURES: BEFORE REQUESTING FINAL INSPECTION,

COMPLETE THE FOLLOWING:

1. FINAL APPLICATION FOR PAYMENT SUBMITTED.

2. LIST OF INCOMPLETE ITEMS (PUNCH LIST) ENDORSED BY ARCHITECT AS

COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE.

1.3 SUBMITTAL OF PROJECT WARRANTIES

A. PARTIAL OCCUPANCY: SUBMIT WARRANTIES WITHIN 15 DAYS OF COMPLETION

OF DESIGNATED PORTIONS OF THE WORK THAT ARE OCCUPIED OR USED BY

OWNER.

B. ORGANIZE WARRANTY DOCUMENTS BASED ON PROJECT MANUAL AND BIND IN

HEAVY-DUTY, THREE-RING, VINYL-COVERED, LOOSE-LEAF BINDERS.

C. SCAN WARRANTIES AND BONDS INTO A SINGLE INDEXED ELECTRONIC PDF

FILE.

1.4 FINAL CLEANING

A. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE

COMMERCIAL BUILDING CLEANING AND MAINTENANCE PROGRAM.

B. REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENT AIR FILTERS.

C. CLEAN DUCTS, BLOWERS, AND COILS IF UNITS WERE OPERATED WITHOUT

FILTERS DURING CONSTRUCTION.

D. CLEAN HVAC SYSTEM IN COMPLIANCE WITH NADCA STANDARD 1992-01.

1.5 REPAIR OF THE WORK: REPAIR OR REMOVE AND REPLACE DEFECTIVE

CONSTRUCTION. WHERE DAMAGED OR WORN ITEMS CANNOT BE REPAIRED OR

RESTORED, PROVIDE REPLACEMENTS. RESTORE DAMAGED CONSTRUCTION AND

PERMANENT FACILITIES USED DURING CONSTRUCTION TO SPECIFIED CONDITION.

SECTION 017823 - OPERATION AND MAINTENANCE DATA

1.1 PRODUCTS

A. FORMAT:

1. PDF ELECTRONIC FILES WITH COMPOSITE ELECTRONIC INDEX ON DIGITAL

MEDIA ACCEPTABLE TO ARCHITECT. INCLUDE A COMPLETE

ELECTRONICALLY LINKED OPERATION AND MAINTENANCE DIRECTORY.

2. HEAVY-DUTY, THREE-RING, VINYL-COVERED, LOOSE-LEAF BINDERS, ONE

SET(S) OF COPIES.

B. OPERATION MANUALS: SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS,

OPERATING PROCEDURES, WIRING DIAGRAMS, CONTROL DIAGRAMS AND

SEQUENCE OF OPERATION, AND PIPED SYSTEM DIAGRAMS.

C. PRODUCT MAINTENANCE MANUALS: SOURCE INFORMATION, PRODUCT

INFORMATION, MAINTENANCE PROCEDURES, REPAIR MATERIALS AND

SOURCES, AND WARRANTIES AND BONDS.

D. SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS: SOURCE INFORMATION,

MANUFACTURERS' MAINTENANCE DOCUMENTATION, MAINTENANCE

PROCEDURES, MAINTENANCE AND SERVICE SCHEDULES, SPARE PARTS LIST

AND SOURCE INFORMATION, MAINTENANCE SERVICE CONTRACTS, AND

WARRANTIES AND BONDS.

SHEET

PLOTTED:

1 2 3 4 5

USDA MANDAN LIBRARY RENOVATION

USDA ARS NPA NGPRL

PO BOX 459

MANDAN, ND 58554

PROJECT NO.:

717960

DATE:

3/27/15

USDA-ARS-NPA (CONTRACTING)

1201 OAKRIDGE, SUITE 150

FORT COLLINS, CO 80525

A/E FIRM:

COOVER/CLARK &

ASSOCIATES

PROJECT MANAGER:

CHARLES FIELDER, AIA

ARCHITECT:

CAROL COOVER-CLARK,

AIA

CHECKED BY:

BRUCE BOLLENBACH,

AIA

REAL PROPERTY:

SAFETY & HEALTH:

PPM:

ADE:

GMG

USDA

AGRICULTURAL

RESEARCH

SERVICE

www.cooverclark.com CooverClark

VERIFY SCALE:

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

HDR INC.

OMAHA, NEBRASKA

THESE DRAWINGS AND PLANS ARE COPYRIGHTED AND ARE NOT TO BE USED OR REPRODUCED

WHOLLY OR IN PART WITHOUT THE WRITTEN PERMISSION OF COOVER-CLARK AND ASSOCIATES, INC.

S D

COOVER-CLARK & ASSOCIATES, INC.

DENVER, COLORADO

4/10/2015 11:12:14 AM

DEMO PLANS & NOTES

1 FIRST FLOOR - DEMOLITION PLAN

2 FIRST FLOOR REFLECTED CEILING - DEMOLITION PLAN

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

RESEARCH LDR.

BUDGET ANALYST

RECEPTION

FIN TECH

ADMIN. OFFICER

I.T. SPECIALIST

CONF. ROOM

RECORDS ROOM

PRGRM SUPPORT

ASSIST.

UTIL. RM.

JAN. CLOSET

WOMEN'S RR

MEN'S RR

CORRIDOR

STAIR

(E) CABINET

TO REMAIN

9'-6"

'-0

A5 1

(E)

VEST

101(E)

'-6

4'-

0" 2'-

0" M.

4'-

'-6

2'-0"

FURR (E) COLUMN- MTL. CHANNELS

AND 5/8" GYPSUM BOARD.

INFILL OPENING TO MATCH

EXISTING- TYPE S1: ALIGN

BOTH SIDES & TEXTURE

INFILL OPENING TO MATCH EXISTING-

TYPE S1- ALIGN BOTH SIDES, TEXTURE,

PRIME, PAINT & RB TO MATCH ROOM

ALIGN

9'-5 3/8"

TYP

1'-3"

TYP

3'-0"

4"TYP

ALIGN

'-0

1'-

3" 3'-

0" 4"

6'- 8"

S1 S1

PROVIDE TEMPORARY

MASONITE FLOOR

PROTECTION

CONTRACTOR ACCESS TO

LOADING DOCK

CCB

B C D D

S1 B

S2S2S2

S2 S2

44" A.F.F.

FCU-132

185 CFM

FCU-133

U-

FCU-129 FCU-130

T T

215 CFM

5 C

185 CFM 185 CFM

WINDOW TYPE, ALT. #2 SEE

SHEET A5, TYP.

FLOOR PLAN NOTES

1. DIMENSIONS INDICATED ARE TO FACES OF STUD OR EXISTING MATERIALS (TYPICAL), UNLESS NOTED OTHERWISE.

2. WHERE DOORS IN METAL STUD/GYPSUM BOARD PARTITIONS ARE NOT SPECIFICALLY LOCATED ON THE PLANS WITH DIMENSION STRINGS, PROVIDE A MINIMUM HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALLS. WHERE DOORS APPEAR TO BE CENTERED WITHIN CORRIDORS, LOCATE THE DOORS IN THE

CENTER OF THE CORRIDOR.

3. ALL PARTITIONS ARE PARTITION TYPE S1 UNLESS INDICATED OTHERWISE. PARTITION TYPES CONTINUE AROUND

CORNERS UNLESS INDICATED OTHERWISE.

4. PROVIDE ELECTRICAL DUPLEX OUTLETS, J-BOX, WIRING AND ASSOCIATED CONDUIT. PROVIDE LIGHT SWITCH J-BOX, CONDUIT AND WIRING. POWER CIRCUIT TO EXISTING PANEL BOX. COVER PLATES TO MATCH EXISTING. PROVIDE

ADDITIONAL PANEL BOX AS NECESSARY.

5. PROVIDE CONDUIT, J-BOX AND DATA JACK AS INDICATED FOR TELEPHONE AND COMPUTER, OWNER TO WIRE AND

CONNECT. PROTECT EXISTING TO REMAIN. VERIFY LOCATIONS WITH OWNER.

6. PROVIDE SIGNAGE TO MATCH FACILITY STANDARD FOR EACH OFFICE.

7. PROVIDE WINDOW BLINDS AT ALL OFFICE WINDOWS IN AREA OF WORK.

8. PROVIDE NECESSARY DUCTWORK IN CEILING PLENUM, SUPPLY AND RETURN GRILLES. SEE SHEET A4 FOR

VENTILATION AIR DISTRIBUTION FOR ROOMS SERVED BY FCU'S AND ROOMS 126 AND 131.

PARTITION TYPE NOTES

1. DIMENSIONS SHOWN ON PLANS ARE FROM FINISH SURFACE TO

FINISH SURFACE. MASONRY DIMENSIONS GIVEN ARE NOMINAL. "MO"

(MASONRY OPENING) REFERS TO NOMINAL OPENINGS IN MASONRY

UNIT CONSTRUCTION. "RO" (ROUGH OPENING) REFERS TO ACTUAL

OPENINGS BETWEEN METAL STUDS IN METAL STUD CONSTRUCTION.

2. PARTITION TYPES ARE INDICATED ON THE FLOOR PLANS. NUMBERS

REFER TO THE PARTITION TYPE, SUFFIX INDICATE VARIATIONS TO

THE BASE CONDITION DRAWN. UNMARKED PARTITIONS SHALL

MATCH ADJACENT PARTITION TYPE.

3. SOUND ISOLATION PARTITIONS SHALL BE SEALED AIRTIGHT FOR

FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE

AND FINISH ALL GYPSUM BOARD JOINTS AND FASTENERS. PROVIDE

SEALANT AT PERIMETER AND AT ALL PENETRATIONS.

4. HOLLOW METAL FRAMES IN METAL STUD PARTITIONS SHALL HAVE 4

STUD ANCHORS PER JAMB MINIMUM FOR FRAME HEIGHT OF 7'-2" OR

LESS. METAL FRAMES SHALL HAVE ONE FLOOR CLIP PER JAMB, WITH

TWO ANCHORS INTO FLOOR AT EACH FLOOR CLIP.

5. PROVIDE SHEET STEEL BLOCKING FOR PARTITION MOUNTED

EQUIPMENT AND CASEWORK.

6. PARTITION TYPES DESCRIBE THE PRIMARY MEMBER AND

SHEATHING. REFER TO FINISH SCHEDULE FOR ALL PARTITION FINISH

DESIGNATIONS.

7. PROVIDE SLIP JOINT CONNECTIONS AT THE TOPS OF ALL

PARTITIONS WHICH INTERSECT THE STRUCTURE ABOVE.

A. HALF WALL, TO 48" A.F.F. W/ STAINED WOOD CAP AT TOP.

B. PROVIDE PARTITION HEAD B

PARTITION TYPE SUFFIX

TYPE GRAPHIC

SYMBOL STC RATING DESCRIPTION

PARTITION TYPES

-5/8" TYPE X GYPSUM BOARD

-3 5/8" 25 GA METAL STUDS @ 16" O.C.

-3 1/2" ACOUSTICAL BATT INSULATION

FULL HEIGHT OF PARTITION AND ON

CEILING 48" EA. SIDE

-5/8" TYPE X GYPSUM BOARD

-EXISTING BRICK VENEER

-EXISTING CMU

-VAPOR PERMEABLE, AIR AND WATER

BARRIER LIQUID APPLIED MEMBRANE

-5/8" TYPE X GYPSUM BOARD

-2 1/2" POLYISOCYANURATE SEMI-

PERMEABLE RIGID FOAM INSULATION

-2 1/2" 25 GA METAL STUDS @ 16" O.C.

ALTERNATE #1:

N/A

-PROVIDE ACOUSTIC SEALANT AT

FLOOR AND HEAD

FLOOR PLAN KEY NOTES

01 PROVIDE HVAC FAN COIL UNIT AND ASSOCIATED PIPING. DRILL THRU EXISTING FLOOR AND EXTEND HWS AND HWR

FROM MAINS IN BASEMENT UP THROUGH FLOOR AND CONNECT TO FCU. EXTEND CWS AND CWR FROM CW MAINS IN BASEMENT UP THROUGH FLOOR AND CONNECT TO FCU. EXTEND CONDENSATE LINE FROM CONDENSATE MAIN IN BASEMENT UP THROUGH FLOOR AND CONNECT TO FCU. SEE FCU PIPING DETAIL ON THIS SHEET. FCU PIPING CONNECTIONS ARE 5/8" O.D. COPPER. PAINT FCU TO MATCH ADJACENT WALL COLOR. PROVIDE HW, HWR, CW, CWR

AND CONDESATE PIPING IN BASEMENT TO HEATING AND COOLING SOURCES.

02 PROVIDE BLOCKING IN WALL AND INSTALL OWNER SALVAGE CASEWORK.

03 PROVIDE NEW LATCHSET ON EXISTING WOOD DOOR.

04 PROTECT EXISTING ALUM. STOREFRONT TO REMAIN.

05 MODIFY AND REFINISH EXISTING STAINED WOOD COUNTERTOPS AS REQUIRED FOR PROPOSED LOCATION.

ROOM FINISH ABBREVIATION LEGEND

ROOM FINISH SCHEDULE NOTES:

1. MATCH COLOR OF EXISTING ROOM.

2. PROTECT PORTIONS OF SUSPENDED ACOUSTICAL TILE CEILING TO

REMAIN. PROVIDE ACOUSTICAL TILE PANELS AND GRID AS NECESSARY.

CPT-1: CARPET TILE, MOHAWK, LEES, FLAMESTITCH II MODULAR STYLE DH333,

WORKPLACE COLLECTION, 24" X 24" TO MATCH EXISTING.

RB: RESILIENT COVE BASE TO MATCH EXISTING

PT-1: SHERWIN WILLIAMS, INTERIOR LATEX WHITE SEMI-GLOSS. PRIME AND 2

COATS. WHITE TO MATCH EXISTING.

PT-2: SHERWIN WILLIAMS, INTERIOR LATEX, SEMI-GLOSS, PRIME AND 2

COATS. COLOR GREY TO MATCH EXISTING.

SAP-1: SUSPENDED ACOUSTICAL PANELS, ARMSTRONG,RANDOM TEXTURED

WHITE, 24" X 48" PANEL #933 TO MATCH EXISTING.

GYP. BD. BOTH SIDES

SUSPENDED ACOUSTICAL

CEILING ASSEMBLY, RE: RCP.

METAL RUNNER TRACK

METAL STUD

5/8" 5/8"

ACOUSTICAL BATT INSULATION.

PROVIDE PARTITION & CEILING

ASSEMBLY RATING STC 40.

ACOUSTICAL BATT INSULATION.

PROVIDE PARTITION & CEILING

ASSEMBLY RATING STC 40.

SLIP ANCHOR

STRUCTURE ABOVE

PARTITION TYPE

N.4"

ACOUSTICAL BATT INSULATION

SEALANT EACH SIDE, TYP.

SUSPENDED CEILING (HEIGHT

EITHER SIDE MAY VARY).

PROVIDE ELECTRICAL DUPLEX RECEPTACLE (18" A.F.F. U.N.O.)

FLOOR PLAN LEGEND

PROVIDE TELEPHONE/ DATA OUTLET (18" A.F.F. U.N.O.) VERIFY

LOCATION WITH OWNER

S PROVIDE LIGHT SWITCH (48" A.F.F. U.N.O.)

PROVIDE THERMOSTAT CONTROL FOR HVAC (48" A.F.F.)T

SPECIFICATIONS

SECTION 024119 - SELECTIVE DEMOLITION

1.1 FIELD CONDITIONS

A. Owner will occupy portions of building adjacent to selective demolition area.

B. Hazardous Materials: Contractor to provide as Alternate Number Three. Contractor to provide design and documentation (drawings specifications) for obtaining all necessary permits from authorities having jurisdiction. The regulations and requirements for hazardous material abatement are not a part of these documents.

1.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Utility Shut Off: By Owner.

1.3 DISPOSAL OF DEMOLISHED MATERIALS

A. Dispose of in an EPA-approved landfill.

1.4 SELECTIVE DEMOLITION SCHEDULE

A. Owner demolition:

1. Wall and base cabinets with countertops.

2. Shelving in Library and elsewhere.

B. HVAC fan coil units and associated piping from unit to heat/cool source (basement ceiling route).

C. Owner salvage:

1. Ceiling Fans

2. Pendant light fixtures

3. Fluorescent troffers light fixtures (reuse)

4. Wood doors and hardware.

5. Carpet tile (reuse)

6. Suspended acoustical ceiling panels (reuse)

SECTION 042000 - UNIT MASONRY

1.1 MATERIALS

A. Concrete Masonry Units (CMUs):

1. CMUs: Normal weight.

B. Brick: Existing glazed brick.

C. Mortar:

1. Portland cement-lime mortar unless otherwise indicated.

1.2 INSTALLATION

A. Match existing masonry coursing, bonding, color, and texture.

SECTION 055000 - METAL FABRICATIONS

1.1 PRODUCTS

A. Loose steel lintels, primed using zinc-rich primer at exterior walls.

SECTION 072100 - THERMAL INSULATION

1.1 MATERIALS

A. Insulation:

1. Rigid Polyisocyanurate Board: Foil faced, Type I, Class 1 or Class 2.

2. Acoustical Glass-Fiber Blanket Insulation: Unfaced.

B. Auxiliary Insulating Materials:

1. Insulation fasteners.

SECTION 072726 - FLUID-APPLIED MEMBRANE AIR BARRIERS

1.1 QUALITY ASSURANCE

A. Installer Qualifications: Trained and approved by manufacturer and ABAA certified.

1.2 MATERIALS, GENERAL

A. VOC Content: 250 g/L or less.

1.3 PERFORMANCE REQUIREMENTS

A. Air-Barrier Assembly Air Leakage: Maximum 0.04 cfm/sq. ft. of surface area at 1.57 lbf/sq. ft..

1.4 MEMBRANE AIR BARRIER

A. Fluid-Applied, Vapor-Permeable Membrane:

Elastomeric, modified bituminous or synthetic polymer membrane, with maximum 0.004 cfm/sq. ft. of surface area at 1.57-lbf/sq. ft. air permeance.

1.5 INSTALLATION

A. Membrane Thickness: Total dry film thickness as recommended in writing by manufacturer to meet performance requirements, but not less than 40-mil dry film thickness, applied in one or more equal coats.

SECTION 079200 - JOINT SEALANTS

1.1 WARRANTY

A. Installer Warranty: Two years.

1.2 JOINT SEALANTS

A. VOC Content of Interior Sealants:

1. Architectural Sealants: 250 g/L.

2. Sealant Primers for Nonporous Substrates: 250 g/L.

3. Sealant Primers for Porous Substrates: 775 g/L.

B. Silicone joint sealants.

C. Latex joint sealants (acoustical).

D. Joint-sealant backing.

1.3 FIELD QUALITY CONTROL

Field-adhesion testing.

2. REPLACE CWR, CWS, HWS, HWR & CONDENSATE FROM FCU TO HEATING AND

COOLING SOURCES IN BASEMENT BELOW.

EXISTING ELECTRICAL PANELS OFFER THE FOLLOWING OPEN SLOTS

FOR CIRCUITING ELECTRICAL POWER:

- OUTSIDE RM 221 PANEL G: 7 SPARE SLOTS

- ACROSS FROM RMS 205 & 206 PANEL L: 11 SPARE SLOTS

- ACROSS FROM RMS 205 & 206 PANEL D: 5 SPARE SLOTS

- BSMT. RM 118 PANEL C: 4 SPARE SLOTS

ELECTRICAL PANELS

SHEET

PLOTTED:

1 2 3 4 5

USDA MANDAN LIBRARY RENOVATION

USDA ARS NPA NGPRL

PO BOX 459

MANDAN, ND 58554

PROJECT NO.:

717960

DATE:

3/27/15

USDA-ARS-NPA (CONTRACTING)

1201 OAKRIDGE, SUITE 150

FORT COLLINS, CO 80525

A/E FIRM:

COOVER/CLARK &

ASSOCIATES

PROJECT MANAGER:

CHARLES FIELDER, AIA

ARCHITECT:

CAROL COOVER-CLARK,

AIA

CHECKED BY:

BRUCE BOLLENBACH,

AIA

REAL PROPERTY:

SAFETY & HEALTH:

PPM:

ADE:

GMG

USDA

AGRICULTURAL

RESEARCH

SERVICE

www.cooverclark.com CooverClark

VERIFY SCALE:

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

HDR INC.

OMAHA, NEBRASKA

THESE DRAWINGS AND PLANS ARE COPYRIGHTED AND ARE NOT TO BE USED OR REPRODUCED

WHOLLY OR IN PART WITHOUT THE WRITTEN PERMISSION OF COOVER-CLARK AND ASSOCIATES, INC.

S D

COOVER-CLARK & ASSOCIATES, INC.

DENVER, COLORADO

4/10/2015 11:12:46 AM

FIRST FLOOR PLAN

0' 2' 4' 8'

TRUE

NOR TH

1 FIRST FLOOR PLAN

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR BASE

WALL

CEILING NOTESNORTH EAST SOUTH WEST

121 UTIL. RM. E RB E PT E E E 1

126 RECEPTION CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1 2

127 BUDGET ANALYST CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1

128 FIN TECH CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1 2

129 ADMIN. OFFICER CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1 2

130 I.T. SPECIALIST CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1 2

131 RECORDS ROOM CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1

132 PRGRM SUPPORT ASSIST. CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1

133 RESEARCH LDR. CPT-1 CPT-1 PT-1 PT-1 PT-1 PT-1 SAP-1

2 TYPICAL PARTITION HEAD DETAIL

3 ACOUSTICAL PARTITION HEAD B

0' 1' 2' 4' 0' 1' 2' 4'

4 FAN COIL UNIT PIPING DETAIL

REVISIONS

NO. DATE BY DESCRIPTION

NOTE: EXISTING ELECTRICAL OUTLETS AND LIGHT SWITCHES ARE

NOT SHOWN. PROTECT AND INCORPORATE INTO PROPOSED

SYSTEM AS APPLICABLE, TYP.

I.T. SPECIALIST

ADMIN. OFFICER

CONF. ROOM

CORRIDOR

RECORDS ROOM

UTIL. RM.

121 (E)

FIN TECH

BUDGET ANALYST

RESEARCH LDR.

9'-0" SUSP. CEILING

PRGRM SUPPORT

ASSIST.

9'-0" SUSP. CEILING

(E)

(E)(E)

PROTECT (E) SUSPENDED

ACOUSTICAL PANELS AND GRID TO

REMAIN.

REMOVE AND REPLACE (E) CEILING

AS REQUIRED FOR ALT #1

CONSTRUCTION.

REMOVE AND REPLACE

(E) CEILING AS

REQUIRED FOR ALT #1

CONSTRUCTION.

(E)(E)

(R)(R)

(E)

(R)

(E)

(R)

PROTECT (E)

HVAC DUCTWORK

TO REMAIN.

50 CFM 50 CFM 50 CFM

50 CFM

150 CFM

CAP & INSULATE (E)

E.F. DUCT AT METAL

DECK ABOVE

PROTECT (E)

HVAC DUCTWORK

TO REMAIN.

5/8" GYPSUM BOARD OVER

(E) METAL STUD FRAMING,

PRIME AND PAINT PT-1

ALT. #1: VERTICAL PANEL AT WINDOW.

PAINT GYPSUM BOARD, TYP.

SOFFIT: ANGLE CEILING

TO TOP OF WINDOW,

TYP. SEE DETAIL 10/A5.

PROVIDE SUSPENDED ACOUSTIC

PANEL CEILING SAP-1 TO MATCH

EXISTING.

50 CFM50 CFM

150 CFM

REFLECTED CEILING PLAN NOTES

1. ALL CEILINGS ARE TO BE 8'-0" ABOVE FINISH FLOOR, UNLESS NOTED

OTHERWISE.

2. CENTER ALL CEILING MOUNTED ITEMS IN ACOUSTICAL PANELS, IN

GYPSUM BOARD SOFFITS, AND BETWEEN OTHER CEILING MOUNTED

FIXTURES (TYPICAL).

3. PROVIDE HVAC SUPPLY AND RETURN DUCTWORK AS NEEDED FOR

ADDITIONAL OFFICES. PROVIDE SUPPLY & RETURN GRILLES TO MATCH

EXISTING.

4. ROOMS SHALL CONTAIN ALL REUSED EXISTING ACOUSTICAL PANELS OR

ALL NEW ACOUSTICAL PANELS. NOTICABLE VARIATION IN COLOR IS NOT

ACCEPTABLE.

5. PROVIDE CONTINUOUS LENGTHS OF SUSPENDED GRID. DO NOT CUT

AND PATCH.

REFLECTED CEILING PLAN LEGEND

PROVIDE LOW HEIGHT PARABOLIC

FLUORESCENT FIXTURE TO MATCH EXISTING.

REFER TO SHEET A3 FOR LIGHT SWITCH

LOCATIONS.

R RELOCATE EXISTING PARABOLIC FLUORESCENT

FIXTURE

(E) PROTECT EXISTING PARABOLIC FLUORESCENT

FIXTURE TO REMAIN

HVAC SUPPLY GRILLE

HVAC RETURN GRILLE

DOOR TYPES

TYPE A AS SHOWN

MATCH EXISTING

E 2"

SCHED.

SEE 2"

TYPE 1 AS SHOWN

FRAME TYPES

H E

SCHED.

SEE

DOOR AND FRAME GENERAL NOTES

1. ALL HOLLOW METAL FRAMES SHALL BE FACTORY PRIMED AND

RECEIVE 2-COAT PAINT FINISH ON SITE.

CECO BQ/DQ 16 GA HOLLOW

METAL DOOR FRAME, PRIME &

PAINT

3 5/8" METAL RUNNER

SEALANT BOTH SIDES, TYP.

1 15/16"

2 1/8"

1 15/16"

9/16"4 7/8"9/16"

5/8

CECO BQ/DQ 16 GA

HOLLOW METAL DOOR

FRAME, PRIME & PAINT

3 5/8" METAL STUD

PARTITION - DOUBLE

STUDS @ JAMBS 20 GA.

SEALANT BOTH

SIDES, TYP.

5/8"

1 1 5/1

6" 2 1

/8" 1 1

5/1 6"

9/1 6"

4 7 /8"

9/1 6"

SPECIFICATIONS

SECTION 085113 - ALUMINUM WINDOWS

1.0 Low E coated insulating glass units and thermally broken framing systems are required. Products shall conform to the standards of applicable major industry associations such as the American Architectural Manufacturers Association (AAMA) and the North American Fenestration Standard/ Specification (NAFS). Air infiltration of exterior glazing systems, whether fixed or operable, shall be in accordance with ASHRAE 90.1

1.1 WARRANTY

A. Windows: 10 years from date of Substantial Completion.

B. Glazing Units: Five years from date of Substantial Completion.

C. Aluminum Finish: 10 years from date of Substantial Completion.

1.2 WINDOW PERFORMANCE REQUIREMENTS

A. Product Standard: AAMA/WDMA/CSA 101/I.S.2/A440.

1. Minimum Performance Class and Grade: Heavy Commercial F-HC100 / F-AW100.

B. Thermal Transmittance: 0.60 Btu/sq. ft. x h x deg F maximum.

C. Air Infiltration: 0.10 @ 6.24 psf D. Condensation-Resistance Factor: 59 complying with AAMA 1503.

E. Sound Transmission Class: 37 minimum.

F. Water resistance: 15 psf

1.3 ALUMINUM WINDOWS

A. Basis of Design product: Kawneer, 8225TL IsoLock Window.

B. Frames and Sashes: Thermally improved aluminum extrusions.

C. Glazing:

1. Glass: Tinted, insulating, argon filled, with low-E coating.

Tinting color to match existing.

D. Insect Screens: At each operable exterior sash, with aluminum frames and without wickets.

E. Aluminum Finish: Class II, clear anodic to match existing.

1.4 FIELD QUALITY CONTROL

A. Testing: By Contractor-engaged agency.

SECTION 087100 - DOOR HARDWARE

1.1 WARRANTY

A. Materials and Workmanship: Three years.

1.2 DOOR HARDWARE SCHEDULE

A. Group 1: Existing Wood Doors:

1. Latchset: 1 each, Best Access Systems, 9K-3-7-AB-16-D,

2. Cylinder: 1 each, Falcon, to match facility standard

B. Group 2: Solid Core Wood Doors

1. Hinges: 3 each, Stanley, CB179, 4-1/2 x 4-1/2, US26D

2. Latchset: 1 each, Best Access Systems, 9K-3-7-AB-16-D,

3. Cylinder: 1 each, Falcon, to match facility standard

4. Wall Stop: 1 each, Rockwood, 409, US32D

5. Silencers: 3 each, Steelcraft, Rubber for drilled in application

SECTION 088000 - GLAZING

1.3 WARRANTY

A. Coated-Glass Products: 10 years.

B. Laminated Glass: Five years.

C. Insulating Glass: 10 years.

1.4 PERFORMANCE REQUIREMENTS

A. Engineering design of glass by Contractor.

1.5 MATERIALS

A. Silicone Glazing Sealants: Neutral curing, Class 100/50.

1. Sealants: Low VOC.

B. Glazing Tapes: Back-bedding-mastic type.

1.6 MONOLITHIC GLASS

A. Glass Type: Tinted annealed float glass ASTM C 1036.

B. Glass Type: Clear annealed float glass ASTM C 1036.

C. Glass Type: Tinted heat strengthened float glass ASTM C 1048.

1.7 LAMINATED GLASS

A. Glass Type: Low-E-coated, laminated vision glass; clear annealed float glass ASTM C 1172.

1.8 INSULATING GLASS

A. Glass Type: Low-E-coated, tinted insulating glass.

1. Outdoor Lite: Tinted heat strengthened float glass. Tint to match existing.

2. Indoor Lite: Clear laminated glass with two plies of annealed float glass.

3. Argon filled.

1.9 INSULATING SPANDREL PANEL

A. Glass Type: Tinted insulating glass with opacifier.

1. Outdoor Lite: Tinted heat strengthened float glass. Tint to match existing.

2. Clear annealed float glass.

3. Argon filled.

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

1.1 MATERIALS

A. Steel Framing:

1. Steel studs and runners.

2. Slip-Type Head Joints:

a. Single long-leg runner.

3. Cold-rolled channel bridging.

4. Hat-shaped, rigid furring channels.

SECTION 092900 - GYPSUM BOARD

1.1 MATERIALS

A. Interior Gypsum Board:

1. Gypsum board, Type X.

B. Trim Accessories:

1. Interior.

C. Auxiliary Materials:

1. Acoustical Joint Sealant: Low emitting.

D. Texture Finishes:

1. Match existing adjacent texture throughout.

2. Orange Peel at Minimum.

SECTION 095113 - ACOUSTICAL PANEL CEILINGS

1.1 PRODUCTS

A. Acoustical Ceiling Panels: ASTM E 1264.

1. Type and Form: Armstrong, Random Textured White Panel No. 933 to match existing.

2. LR: Not less than 0.80.

3. NRC: Not less than 0.55.

4. CAC: Not less than 35.

5. Thickness: 5/8 inch.

6. Modular Size: 24 by 48 inches.

B. Metal Suspension Systems: ASTM C 635.

1. Wire hangers, braces, and ties.

2. Match existing width and color.

C. Acoustical Sealants: Low VOC.

1.2 INSTALLATION

A. Installation: ASTM C 636.

SECTION 096513 - RESILIENT BASE AND ACCESSORIES

1.1 PRODUCTS

A. Resilient Base: Thermoset rubber (to match adjacent existing base finish).

1. Style and Location:

a. Cove: In areas with resilient flooring.

b. Butt to: In areas indicated.

2. Minimum Thickness: 0.125 inch.

3. Height: 4 inches.

B. Installation Materials:

1. Adhesives: Low VOC.

SECTION 096813 - TILE CARPETING AND BASE

1.1 WARRANTY

A. Materials and Workmanship for Carpet Tile: Lifetime.

1.2 PRODUCTS

A. Carpet Tile CPT-1:

1. Basis of Design: Lees Commercial Modular Carpet, Mohawk Group, Flamestitch II Modular.

2. Pile Characteristic: textured patterned loop pile.

3. Density: 5294.

4. Pile Thickness: 0.136-inch average.

5. Weight Density: 105,880.

6. Size: 24 by 24 inches.

7. Emissions: Comply with CRI's "Green Label Plus."

B. Installation Adhesive: VOC content 50 g/L or less. To facilitate removal when remodeling or renovation is necessary, carpeting shall be attached to a substrate with strippable adhesives, whenever it is glued.

SECTION 099123 - INTERIOR PAINTING

1.1 PAINT, GENERAL

A. MPI-listed products.

1.2 INTERIOR PAINTING SCHEDULE

A. Steel Substrates:

1. Institutional low-odor/VOC latex system- 2 coats.

B. Gypsum Board and Plaster Substrates:

1. Institutional low-odor/VOC latex system- 2 coats.

SECTION 101423 - PANEL SIGNAGE

1.1 SIGNS

A. Room-Identification Sign: Sign with frame.

1. Laminated-Sheet Sign: Photopolymer sheet with raised graphics.

a. Graphics: Vinyl film, Changeable insert.

2. Mounting: Surface mounted with two-face tape.

3. Text and Typeface: Accessible raised characters and

Braille.

SECTION 123661 – SOLID SURFACE MATERIAL

1.1 SOLID-SURFACE-MATERIAL WINDOW SILLS

A. Front: Eased edge to match existing.

B. Window Sills: 1/2-inch- thick, solid surface material.

C. Color: match existing marble stone appearance.

SECTION 122113 - HORIZONTAL LOUVER BLINDS

1.1 PRODUCTS

A. Horizontal Louver Blinds, Aluminum Slats:

1. Slat Width: 1 inch.

2. Operating Mechanisms: Manual.

3. Tilt: Full.

4. Mounting: Overhead.

B. Installation: Outside of jamb.

C. Color: Aluminum

SECTION 230000 - HVAC

Design HVAC system modifications, using performance requirements and design criteria indicated. Provide a system that is fully compliant with all applicable laws and codes.

1.0 SUMMARY: Work involves removal and replacement of

existing fan coil units and supply/return piping from unit to heat/cool source. Work also involves reconfiguration of plenum supply ductwork to office spaces.

1.1 The Contractor shall coordinate and co-operate with Owner at all times for all new to existing connections, system shutdowns and restart-up, flushing and filling both new and existing systems.

1.2 The Contractor shall be required to attend a mandatory pre-bid walk-thru and shall make themselves familiar with the existing conditions. No additional costs to the Owner shall be accepted for additional work for these existing conditions. Field verify all existing conditions prior to submitting bids.

1.3 Execute and inspect all work in accordance with all

Underwriters, local and state codes, rules and regulations applicable to the trade affected as a minimum. Follow recommendations of NFPA, SMACNA, EPA, OSHA and

ASHRAE.

1.4 Before starting Work, prepare and submit to the Architect all shop drawings and descriptive equipment data required for the project.

1.5 The Testing and Balancing Report shall be submitted and

received by the Engineer at least five (5) calendar days prior to the Contractor's request for final observation time frame requirements. Final Observation(s) will not proceed without T&B report. Include in the O&M Manual after review with "Review" or "Make Corrections Noted" has been accomplished.

SECTION 081213 - HOLLOW METAL FRAMES

1.1 INTERIOR FRAMES

A. SDI Heavy Duty: SDI A250.8, Level 2. Uncoated, steel sheet.

1. Construction Full profile welded.

2. Exposed Finish: Prime.

1.2 INSTALLATION

A. Metal-Stud Partitions and Concrete Walls: Frames filled with insulation.

SECTION 081416 - FLUSH WOOD DOORS

1.1 DOOR CONSTRUCTION, GENERAL

A. Quality Standard: Architectural Woodwork Standards.

1. AWI Quality Certification Labels.

B. Low-Emitting Materials: Made with adhesives and composite wood products that do not contain urea formaldehyde.

C. WDMA I.S.1-A Performance Grade:

1. Heavy Duty unless otherwise indicated.

1.2 VENEER-FACED DOORS FOR TRANSPARENT FINISH

A. Interior Solid-Core Doors:

1. Grade: Premium, with Grade AA faces.

2. Species: Match existing doors.

3. Cut: Match existing doors.

4. Core: Particleboard.

5. Construction: Five plies, bonded.

6. WDMA I.S.1-A Performance Grade: Heavy Duty.

1.3 PRIMING/FINISHING

A. Factory Finishing: All doors.

B. Transparent Factory Finishes:

1. Grade: Premium.

2. Finish: Stain and finish to match existing doors.

3. Effect: Match existing finish.

SHEET

PLOTTED:

1 2 3 4 5

USDA MANDAN LIBRARY RENOVATION

USDA ARS NPA NGPRL

PO BOX 459

MANDAN, ND 58554

PROJECT NO.:

717960

DATE:

3/27/15

USDA-ARS-NPA (CONTRACTING)

1201 OAKRIDGE, SUITE 150

FORT COLLINS, CO 80525

A/E FIRM:

COOVER/CLARK &

ASSOCIATES

PROJECT MANAGER:

CHARLES FIELDER, AIA

ARCHITECT:

CAROL COOVER-CLARK,

AIA

CHECKED BY:

BRUCE BOLLENBACH,

AIA

REAL PROPERTY:

SAFETY & HEALTH:

PPM:

ADE:

GMG

USDA

AGRICULTURAL

RESEARCH

SERVICE

www.cooverclark.com CooverClark

VERIFY SCALE:

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

HDR INC.

OMAHA, NEBRASKA

THESE DRAWINGS AND PLANS ARE COPYRIGHTED AND ARE NOT TO BE USED OR REPRODUCED

WHOLLY OR IN PART WITHOUT THE WRITTEN PERMISSION OF COOVER-CLARK AND ASSOCIATES, INC.

S D

COOVER-CLARK & ASSOCIATES, INC.

DENVER, COLORADO

4/10/2015 11:13:31 AM

FIRST FLOOR REFLECTED CEILING PLAN

1 FIRST FLOOR REFLECTED CEILING PLAN

0' 2' 4' 8'

DOOR AND FRAME SCHEDULE

NUMBER NOMINAL DIMENSIONS DOORS FRAMES Head Jamb REMARKSHEIGHT WIDTH THICKNESS TYPE CONST. FINISH TYPE MAT. FINISH 126 7'-0" 3'-0" 1 3/4" (E) (E) (E) (E) (E) (E) (E) (E) 2

127 7'-0" 3'-0" 1 3/4" A WD STN 1 HM PT-2 2/A4 3/A4 1,2

128 7'-0" 3'-0" 1 3/4" A WD STN 1 HM PT-2 2/A4 3/A4 1,2

129 7'-0" 3'-0" 1 3/4" A WD STN 1 HM PT-2 2/A4 3/A4 1,2

130 7'-0" 3'-0" 1 3/4" (E) (E) (E) (E) (E) (E) (E) (E) 2

131 7'-0" 3'-0" 1 3/4" A WD STN 1 HM PT-2 2/A4 3/A4 1,2

132 7'-0" 3'-0" 1 3/4" A WD STN 1 HM PT-2 2/A4 3/A4 1,2

133 7'-0" 3'-0" 1 3/4" A WD STN 1 HM PT-2 2/A4 3/A4 1,2

2 DOOR HEAD

0' 1' 2' 4'

3 DOOR JAMB

0' 1' 2' 4'

1. WOOD DOOR AND STAIN TO MATCH EXISTING.

REVISIONS

NO. DATE BY DESCRIPTION

NOTES:

1. REALIGN EXISTING DUCTWORK TO SUPPLY GRILLES AS NECESSARY. TYP.

2. PATCH AND REPAIR ALL BASEMENT CEILINGS AFTER PROVIDING HVAC

PIPING TO FCUs. PRIME AND PAINT AS NECESSARY.

2. PROVIDE DOOR HARDWARE INDICATED IN SECTION 087100

2" 3'-

2" 6'-

0" 2"

1'- 0"

2" 3'-

2" 2'-

3" 2"

2" 3'-

2" 6'-

0" 2"

1'- 0"

2" 3'-

2" 2'-

3" 2"

2" 1'-6" 2" 2" 1'-8" 2" 2" 1'-8" 2"

2" 1'-9" 2" 1'-9" 2"

3'- 9"

A B C

2" 3'-

2" 1'-

0" 2"

3'-

2'- 3"

2" 1'-8" 2" 2" 1'-8" 2"

A5 9

A5 A5

(ALT #2)

(ALT #2) (ALT #2)

4'-0"F.V.

S S

I I

S S

'-9

4'-0"

I I

5'- 2"

1'-10"F.V.

'-1

4'-0"F.V.

S S

I I

S S

'-1

(E) GYP BOARD, PATCH AND

EXTEND TO WINDOW HEAD.

5/8" GYP BOARD, PAINT

SEALANT BOTH SIDES

(E) CMU (FV COURSING)

(E) 3/4" WOOD FURRING, EXTEND TO

WINDOW HEAD.

(E) BRICK VENEER

LINTEL, SEE 4/A5

ALIGN WINDOW

W/ BRICK FACE

PROTECT (E)

BRICK TO REMAIN

PROVIDE TEMPORARY SUPPORT

FOR EXISTING CMU WHILE

INSTALLING STEEL LINTEL ANGLES

SOLID CMU

STEEL ANGLE LINTELS BEAR 6"

MIN. EA. SIDE OF OPENING

PROVIDE TEMPORARY SUPPORT

FOR EXISTING BRICK WHILE

INSTALLING LINTEL ANGLE

PROTECT (E)

BRICK TO

REMAIN

SEALANT BOTH SIDES

5/8" GYP BOARD, PAINT

(E) GYP BOARD- PATCH AT

WINDOW AS REQUIRED.

(E) 3/4" WOOD FURRING

STRIPS, PROVIDE AT JAMB.

(E) CMU

(E) BRICK VENEER

(E) GYP BOARD- PATCH AT SILL.

SEALANT BOTH SIDES

(E) CMU

(E) 3/4" WOOD FURRING STRIPS,

EXTEND TO WINDOW SILL.

(E) BRICK VENEER

SOLID SURFACE SILLALUMINUM SILL

AND DRIP

SEALANT BOTH SIDES

5/8" GYP BOARD, PAINT

2 1/2" METAL STUDS

(E) CMU

(E) BRICK VENEER

2 1/2" POLY ISO INSULATION

ALT #1:

FLUID-APPLIED MEMBRANE

5/8" TYPE X GYP BOARD

SEALANT BOTH SIDES

2 1/2" POLY ISO INSULATION

2 1/2" METAL STUDS

(E) CONCRETE

SOLID SURFACE SILL

(E) BRICK VENEER BEYOND

(E) PRECAST SILL

ALT #1:

FLUID-APPLIED MEMBRANE

(E) RIGID INSULATION

(E) BUILT-UP ROOF

SEALANT BOTH SIDES

(E) FLASHING

(E) BRICK VENEER

BEYOND

(E) PRECAST

COPING STONE

BEYOND

ALT #2: 2" RIGID

INSULATION AT

SPANDRAL PANELS

REMOVE EXISTING BRICK VENEER & CMU.

PROVIDE ALUM WINDOW.

REMOVE EXISTING METAL PANEL.

INFILL W/ SALVAGED EXISTING BRICK.

4'-0" 4'-0"2'-0" 2'-0" M.O. M.O.

BOTTOM OF COPING

FIRST FLOOR

EL=111'-4"

4'-

2/ 3"

F .V

4'-

0" F

2'- 5 1

/3"

(E) CONTROL JOINT (E) CONTROL JOINT

2'-0" 2'-0"

PANEL SIDE

PIECE

PAINT GYP BD

HEADER

ANGLED SAP

PANEL AT

WINDOW HEAD

SHEET

PLOTTED:

1 2 3 4 5

USDA MANDAN LIBRARY RENOVATION

USDA ARS NPA NGPRL

PO BOX 459

MANDAN, ND 58554

PROJECT NO.:

717960

DATE:

3/27/15

USDA-ARS-NPA (CONTRACTING)

1201 OAKRIDGE, SUITE 150

FORT COLLINS, CO 80525

A/E FIRM:

COOVER/CLARK &

ASSOCIATES

PROJECT MANAGER:

CHARLES FIELDER, AIA

ARCHITECT:

CAROL COOVER-CLARK,

AIA

CHECKED BY:

BRUCE BOLLENBACH,

AIA

REAL PROPERTY:

SAFETY & HEALTH:

PPM:

ADE:

GMG

USDA

AGRICULTURAL

RESEARCH

SERVICE

www.cooverclark.com CooverClark

VERIFY SCALE:

BAR IS ONE INCH ON

ORIGINAL DRAWING

0 1"

HDR INC.

OMAHA, NEBRASKA

THESE DRAWINGS AND PLANS ARE COPYRIGHTED AND ARE NOT TO BE USED OR REPRODUCED

WHOLLY OR IN PART WITHOUT THE WRITTEN PERMISSION OF COOVER-CLARK AND ASSOCIATES, INC.

S D

COOVER-CLARK & ASSOCIATES, INC.

DENVER, COLORADO

4/10/2015 11:14:10 AM

EXTERIOR ELEVATION & DTLS.

6 WINDOW TYPES

1 WINDOW HEAD DETAIL TYPE A

0' 1' 2' 4'

4 LINTEL

2 WINDOW JAMB DETAIL TYPE A

3 WINDOW SILL DETAIL TYPE A

7 ALTERNATE #2 WINDOW JAMB DETAIL TYPES B_C_D

8 ALTERNATE #2 WINDOW SILL DETAIL TYPES B_C_D

9 ALTERNATE #2 WINDOW HEAD DETAIL TYPES B_C_D

0' 6"3" 12" 18"

0' 6"3" 12" 18" 0' 6"3" 12" 18"

1. KAWNEER 8225TL ISOLOCK SYSTEM OR EQUIVALENT AS

APPROVED BY OWNER.

2. FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION.

GLAZING…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.