Attachment_-_Drawings-Plans.pdf

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FIRST LADIES NATIONAL HISTORIC SITE

FIRST LADIES NATIONAL HISTORIC SITE - RESEARCH CENTER

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SAXTON MCKINLEY HOUSE

TITLE OF PROJECT DRAWING NO.

PMIS/PKG NO.

SHEETFIRST LADIES NATIONAL HISTORIC SITE

80025

322010

CD DOCUMENTS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION

MIDWEST

COUNTY

STARK

STATE

OHIO

CONSTRUCTION DOCUMENTS

NAME OF PARK

A/E FIRMS - A/E CONTRACT #

PRIME/ARCH:

STRATA ARCHITECTURE

1701 OAK STREET, SUITE 100

KANSAS CITY, MO 64106

STRUCTURAL:

IMEG

672 E. ROYALTON ROAD

BROADVIEW HEIGHTS, OH 44147

MEPF ENGINEERING:

IMEG

672 E. ROYALTON ROAD

BROADVIEW HEIGHTS, OH 44147

QUALITY DESIGN CERTIFICATION

PREPARED IN ACCORDANCE WITH DESIGN

DEVELOPMENT (TITLE I)

OR

PROJECT MANAGER DATE

VARIANCE FROM DESIGN DEVELOPMENT (TITLE I)

APPROVED BY SUPERINTENDENT ON

OR

CONSTRUCTION DRAWING NOT PRECEDED

BY DESIGN DEVELOPMENT (TITLE I)

DRAWING NO.

DATE

MARK SHEET REVISION DATE INITIAL

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C hi lle r R ep la ce m en t/N

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C hi lle r R ep la ce m en t.r vt

REPLACE CHILLER COOLING SYSTEM AT EDUCATION

RESEARCH CENTER

First Ladies National Historic Site 205 Market Ave S., Canton, OH 44702

REPLACE CHILLER COOLING

SYSTEM AT EDUCATION

RESEARCH CENTER

Sheet Index

G001 COVER

G002 CONSTRUCTION BOUNDARY

ARCHITECTURAL

AD101 DEMOLITION PLANS

STRUCTURAL

S100 GROUND FLOOR PLAN

S300 TYPICAL CONCRETE DETAILS

MECHANICAL

M000 HVAC COVERSHEET

M101 ENLARGED DEMOLITION PLANS - PIPING

M201 ENLARGED PLANS - PIPING

M400 HVAC DETAILS

M600 HVAC SCHEDULES

ELECTRICAL

E000 ELECTRICAL COVERSHEET

E101 ENLARGED DEMOLITION PLAN - ELECTRICAL

E201 ENLARGED PLANS - ELECTRICAL

E500 ELECTRICAL SCHEDULES ADN ONE-LINE DIAGRAM

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7.

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9.

10.

11.

12.

13.

14.

15.

REFER TO THE DIVISION 1 PROJECT SPECIFICATIONS AND ALL SPECIFICATIONS RELATED TO THE PROPOSED SCOPE OF WORK OUTLINED IN THESE CONSTRUCTION DOCUMENTS.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE. ACTUAL FIELD VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE GENERAL CONTRACTOR BEFORE SUBMITTING SHOP DRAWINGS, ORDERING MATERIALS, OR THE COMMENCEMENT OF CONSTRUCTION.

COORDINATE EXACT LOCATION AND DIMENSIONS OF CONSTRUCTION STAGING AREA (CONSTRUCTION STORAGE, FIELD OFFICE, RESTROOM FACILITIES) WITH CONTRACTING OFFICER. PROVIDE ADEQUATE SPACE FOR

SEQUENCING NEEDS.

CONTRACTOR TO PROVIDE FENCING AROUND JOB SITE AND STAGING AREA.

PUBLIC SIDEWALK, ALLEY, AND STREETS TO REMAIN CLEAR AND AVAILABLE FOR PUBLIC USE DURING CONSTRUCTION.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER (CO) OF ANY DISCREPANCIES THAT VARY FR0M THE CONTRACT DOCUMENTS BEFORE BEGINNING CONSTRUCTION.

LOCATIONS OF UNDERGROUND UTILITIES ARE UNKNOWN. NO EXCAVATION IS PERMITTED.

IF UTILITIES ARE TO BE TEMPORARILY INTERRUPTED, CONTACT THE CONTRACTING OFFICER (CO), PER THE SPECIFICATIONS.

THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANY ITEMS FROM THE CONSTRUCTION AREA PRIOR TO THE START OF DEMOLITION WORK BY THE CONTRACTOR AND TO RETAIN SUCH ITEMS AS THEIR

PROPERTY.

ALL DEMOLITION DEBRIS SHALL BE TAKEN TO A LICENSED LANDFILL WITH WRITTEN PROOF PROVIDED TO THE CO. PLACEMENT OF TRASH DUMPSTER FOR CONSTRUCTION DEBRIS MUST BE APPROVED BY THE CO PRIOR TO SITE OCCUPATION, AND PER THE SPECIFICATIONS. REFER TO DIVISION 1 SPECIFICATIONS.

IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND COMPLETE PROJECT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO ACHIEVE THIS FINISHED PROJECT. REPAIRS OR REPLACEMENTS MUST MATCH THE EXISTING MATERIAL IN PROPERTIES, TEXTURE, PROFILE, DIMENSION, FINISH, AND WHERE APPROPRIATE, SPECIES.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING REQUIRED FOR THE SCHEDULED WORK.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ACCESS AND EQUIPMENT TO PERFORM THE SCOPE OF WORK. ACCESS FOR EXTERIOR WORK SHOULD BE PROVIDED FROM THE EXTERIOR OF THE BUILDING.

THE BUILDING MUST BE COORDINATED WITH THE CO, PER THE SPECIFICATIONS.

THE EXISTING CONCRETE PLANTERS IN THE MECHANICAL COURTYARD TO BE PROTECTED DURING CONSTRUCTION. THE CONTRACTOR MAY MOVE THE PLANTERS DURING CONSTRUCTION, BUT THE PLANTERS ARE TO BE REINSTALLED IN THEIR ORIGINAL LOCATIONS AT THE END OF CONSTRUCTION. THE MOVING OF THE PLANTERS SHALL BE COORDINATED WITH THE CO.

FOR THE PURPOSE OF THIS PROJECT, ALL PAINT COATINGS SHOULD BE CONSIDERED LEAD-BASED PAINT. ALL CONTRACTORS PERFORMING WORK WHICH WILL DISTURB ANY PAINT COATINGS MUST HAVE RECEIVED THE 8-HOUR RRP TRAINING AND HAVE A TRAINING CERTIFICATE SIGNED BY AN APPROVED TRAINING PROVIDER. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN AND KEEP RECORDS OF ALL RRP TRAINING CERTIFICATES. ALL WORK MUST BE IN ACCORDANCE WITH ENVIRONMENTAL PROTECTION ADMINISTRATION STANDARDS FOR WORK WITH LEAD PAINT AND DISPOSAL OF LEAD-CONTAINING ITEMS.

SHEET GENERAL NOTES

2ND ST. SW

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SW

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3RD ST. SW

4TH ST. SW

PARK - NOT OWNED BY NPS

PARKING LOT - NOT OWNED BY

NPS

EXISTING NPS STORAGE SHED

CONTRACTOR MAY USE UP TO (5)

PARKING SPOTS IN THE NORTHWEST

CORNER OF THE NPS PARKING LOT FOR

STAGING, STORAGE, AND GENERAL

CONSTRUCTION FACILITIES (INCLUDING

LARGE EQUIPMENT STORAGE AND

TEMPORARY TOILET FACILITIES)

EXISTING NPS PARKING LOT

SAXTON

HOUSE

NPS EDUCATIONAL RESEARCH

CENTER

ALLEY

NPS BUILDING WHERE

CHILLER COOLING SYSTEM

IS TO BE REPLACEDNPS MECHANICAL COURTYARD.

REFERENCE SITE PLAN FOR

ADDITIONAL INFORMATION

PARKING GARAGE - NOT OWNED

BY NPS

COURT AVE SW IS A ONE-WAY

ROAD.

A

MECHANICAL LOUVER FOR

NEIGHBORING BUILDING TO REMAIN

UNBLOCKED AND PROTECTED DURING

CONSTRUCTION

PROTECT FIRE ESCAPE ABOVE

PARKING GARAGE

+/- 5' - 11" +/- 8' - 1" +/- 13' - 2" +/- 7' - 7" +/- 5' - 0"

STORAGE SHED

CHILLER PIPES

EXISTING CHILLER

9'

- 0

1/ 2"

6"

2 1

/2" 1'

- 0

9'

- 7

NO WORK

MECHANICAL

AREAWAYS

8' - 6"

0"

NEIGHBOR PARKING SPOT

TO REMAIN OPEN AND

ACCESSIBLE DURING THE

ENTIRE CONSTRUCTION

PERIOD

BOLLARD TYP.

CONCRETE CURB

ASPHALT PAVING

GRAVEL ALLEY

VEHICULAR ACCESS TO

THE EXISTING ALLEY IS

NOT AVAILABLE FROM THE

EAST.

VEHICULAR ACCESS TO THE EXISTING

ALLEY IS ONLY AVAILABLE FROM THE

WEST. AT NO TIME CAN THE ALLEY BE

BLOCKED FOR AN EXTENDED PERIOD OF

TIME. THE CONTRACTOR IS RESPONSIBLE

FOR ALL PERMITS REQUIRED FOR USE OF

PUBLIC RIGHT OF WAY.

+/- 6" DROP BETWEEN

CONCRETE CURB AND GRAVEL STAIRS DOWN TO MECHANICAL ROOM

BACK EXIT DOOR TO REMAIN ACCESSIBLE

DURING CONSTRUCTION. CONTRACTOR

TO PROVIDE WALK-OFF MATS THAT ARE

CLEANED ON WEEKLY BASIS TO ENSURE

DUST IS NOT TRACKED INTO BUILDING.

LARGE CONCRETE

PLANTER

CONSTRUCTION FENCE

LARGE CONCRETE

PLANTER

POST OFFICE DRIVER PARKS

IN ALLEY. CONTRACTOR TO

KEEP ALLEY OPEN.

FIRE ESCAPE

MECHANICAL COURTYARD - LOOKING NORTHMECHANICAL COURTYARD - LOOKING WEST TOWARDS THE ALLEY MECHANICAL COURTYARD - LOOKING EAST, NEIGHBOR'S PARKING SPOT

TO REMAIN OPEN DURING

CONSTRUCTION

VEHICULAR ACCESS TO

THE EXISTING ALLEY IS

ONLY AVAILABLE FROM THE

WEST. AT NO TIME CAN THE

ALLEY BE BLOCKED FOR

AN EXTENDED PERIOD OF

TIME. EXISTING CHILLER AND

CONCRETE PAD

EXISTING BOLLARDS (8)

LARGE CONCRETE

PLANTERS (4)

MECHANICAL AREAWAY

BELOW

LARGE CONCRETE

PLANTERS (4)

BACK EXIT DOOR TO

REMAIN ACCESSIBLE

DURING CONSTRUCTION

VEHICULAR ACCESS TO

THE EXISTING ALLEY IS

NOT AVAILABLE FROM THE

EAST.

EXIST WOOD SHED

(OWNED BY NPS)

+/- 6" DROP BETWEEN

CONCRETE CURB AND

GRAVEL

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

SHEET

CANTON, OHIO

322010

CA

CA, MI

CA, TF

01.27.2026

FIRST LADIES NATIONAL HISTORIC SITE

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 Oak Street, Suite 100 Kansas City, MO T: 816.474.0900

DRAWING NO.

80025

1/

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REPLACE CHILLER COOLING SYSTEM AT

EDUCATION RESEARCH CENTER

G002 CONSTRUCTION BOUNDARY

NOT TO SCALEG002

1 CONSTRUCTION BOUNDARY

8' 0 8' 16'

SCALE OF FEET

SCALE A

SCALEG002 1/8" = 1'-0"

2 MECHANICAL COURTYARD PLAN

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3 CONSTRUCTION BOUNDARY

REBECCA GAEBLER

2118415

01/27/2026 2 16OF

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8'

- 5

0'

- 8

5'

- 6

1/ 2"

0'

- 8

1/ 2"

9' - 3" 1' - 6"

AREA WELL

MECHANICAL

ROOM

AREA WELL

02.07

02.08

02.09

02.10

02.10

A

PARKING GARAGE

+/- 5' - 11" +/- 8' - 1" +/- 13' - 2" +/- 7' - 7" +/- 5' - 0"

9'

- 0

1/ 2"

6"

NO WORK

02.01 02.02

02.03

02.03

02.04

02.01

02.01

02.04

02.05

02.03

02.03

02.01

02.01

02.01

02.06

02.11

02.11

1.

2.

3.

4.

5.

6.

REFER TO THE DIVISION 1 PROJECT SPECIFICATIONS AND ALL

SPECIFICATIONS RELATED TO THE PROPOSED SCOPE OF WORK OUTLINED

IN THESE CONSTRUCTION DOCUMENTS.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE.

ACTUAL FIELD VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE GENERAL

CONTRACTOR BEFORE SUBMITTING SHOP DRAWINGS, ORDERING

MATERIALS, OR THE COMMENCEMENT OF CONSTRUCTION.

REFERENCE TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR FULL EXTENT OF REQUIRED DEMOLITION WORK.

ALL DEMOLITION DEBRIS SHALL BE TAKEN TO A LICENSED LANDFILL WITH

WRITTEN PROOF PROVIDED TO THE CO. PLACEMENT OF TRASH DUMPSTER

FOR CONSTRUCTION DEBRIS MUST BE APPROVED BY THE CO PRIOR TO

SITE OCCUPATION, AND PER THE SPECIFICATIONS. REFER TO DIVISION 1

SPECIFICATIONS.

IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY

CONSTRUCTION BE A FINISHED AND COMPLETE PROJECT. CONTRACTOR

SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO ACHIEVE THIS

FINISHED PROJECT. REPAIRS OR REPLACEMENTS MUST MATCH THE

EXISTING MATERIAL IN PROPERTIES, TEXTURE, PROFILE, DIMENSION, FINISH,

AND WHERE APPROPRIATE, SPECIES.

FOR THE PURPOSE OF THIS PROJECT, ALL PAINT COATINGS SHOULD BE

CONSIDERED LEAD-BASED PAINT. ALL CONTRACTORS PERFORMING WORK

WHICH WILL DISTURB ANY PAINT COATINGS MUST HAVE RECEIVED THE 8-

HOUR RRP TRAINING AND HAVE A TRAINING CERTIFICATE SIGNED BY AN

APPROVED TRAINING PROVIDER. IT IS THE RESPONSIBILITY OF THE

GENERAL CONTRACTOR TO OBTAIN AND KEEP RECORDS OF ALL RRP

TRAINING CERTIFICATES. ALL WORK MUST BE IN ACCORDANCE WITH

ENVIRONMENTAL PROTECTION ADMINISTRATION STANDARDS FOR WORK

WITH LEAD PAINT AND DISPOSAL OF LEAD-CONTAINING ITEMS.

DEMOLITION PLAN SHEET NOTES

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

SHEET

CANTON, OHIO

322010

CA

CA, MI

CA, TF

01.27.2026

FIRST LADIES NATIONAL HISTORIC SITE

A/E FIRMS

PRIME/ARCH:

STRATA ARCHITECTURE

1701 Oak Street, Suite 100 Kansas City, MO T: 816.474.0900

DRAWING NO.

80025

1/

/2

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:0

PM

REPLACE CHILLER COOLING SYSTEM AT

EDUCATION RESEARCH CENTER

AD101 DEMOLITION PLANS

BL

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SCALEAD101 1/4" = 1'-0"

2 LOWER LEVEL - ENLARGED MECHANICAL ROOM DEMOLITION PLAN

ASCALEAD101 1/4" = 1'-0"

1 MECHANICAL COURTYARD DEMOLITION PLAN

A

4' 0 4' 8'

SCALE OF FEET

SCALE A

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

02.01 CONTRACTOR TO DETERMINE WHICH BOLLARDS ARE REQUIRED TO BE

REMOVED TO SUCCESSFULLY INSTALL NEW MECHANICAL EQUIPMENT AND

MECHANICAL PAD. EXISTING BOLLARDS TO BE CAREFULLY REMOVED AND

REINSTALLED IN THE EXISTING LOCATIONS. REFERENCE MECHANICAL AND

STRUCTURAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ALL

WORK ASSOCIATED WITH REMOVING AND REINSTALLING THE BOLLARDS,

INCLUDING PATCHING ANY PAVING THAT IS DAMAGED DURING THE

REMOVAL AND REINSTALLATION.

02.02 DEMOLISH EXISTING MECHANICAL PAD AND ASSOCIATED ANCHORS.

REFERENCE MECHANICAL AND STRUCTURAL DRAWINGS. THE

CONTRACTOR IS RESPONSIBLE FOR ALL WORK ASSOCIATED WITH

REMOVING OF THE EXISTING MECHANICAL PAD AND NEW MECHANICAL PAD,

INCLUDING PATCHING ANY PAVING THAT IS DAMAGED DURING THE

REMOVAL AND INSTALLATION.

02.03 REFERENCE MECHANICAL DRAWINGS FOR DEMOLITION OF EXISTING

CONDENSING UNIT, ASSOCIATED ANCHORS, AND ASSOCIATED

ACCESSORIES (INCLUDING PLUMBING, MECHANICAL, AND ELECTRICAL

LINES).

02.04 THE EXISTING CONCRETE PLANTERS IN THE MECHANICAL COURTYARD TO

BE PROTECTED DURING CONSTRUCTION. THE CONTRACTOR MAY MOVE

THE PLANTERS DURING CONSTRUCTION, BUT THE PLANTERS ARE TO BE

REINSTALLED IN THEIR ORIGINAL LOCATIONS AT THE END OF

CONSTRUCTION. THE MOVING OF THE PLANTERS SHALL BE COORDINATED

WITH THE CONTRACTING OFFICER (CO).

02.05 CAREFULLY REMOVE AND DISPOSE OF WOODEN SHED.

02.06 REFERENCE ELECTRICAL DRAWINGS FOR DEMOLITION OF SHED LIGHTING

AND ASSOCIATED ELECTRICAL.

02.07 ELECTRICAL SWITCHBOARD 'MDP', REFERENCE ELECTRICAL DRAWINGS

FOR ANY REQUIRED DEMOLITION.

02.08 REFERENCE MECHANICAL DRAWINGS FOR DEMOLITION OF THE INDOOR

EVAPORATOR UNIT AND ASSOCIATED ACCESSORIES (INCLUDING

PLUMBING, MECHANICAL, AND ELECTRICAL LINES).

02.09 INSTALL ZIP WALL PRIOR TO STARTING CONSTRUCTION TO PROTECT

COMBUSTION BOILER FROM ANY CONSTRUCTION DUST. ZIP WALL TO

REMAIN IN PLACE THE WHOLE ENTIRE TIME CONSTRUCTION IS UNDERWAY.

REMOVE THE ZIP WALL AND ALL ASSOCIATED ANCHORS AT THE END OF

CONSTRUCTION.

02.10 MECHANICAL AREAWAY GRATE ABOVE.

02.11 MECHANICAL AREAWAY GRATE.

ASPHALT CONCRETE

REBECCA GAEBLER

2118415

01/27/2026 3 16OF

STRUCTURAL SHEET INDEX

SHEET NUMBER SHEET NAME

S001 COVER & GENERAL NOTES

S100 STRUCTURAL PLANS

S300 TYPICAL CONCRETE DETAILS

GRAND TOTAL: 3

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

SHEET

OF

CANTON, OHIO

322010

1.23.2026

FIRST LADIES NATIONAL HISTORIC SITE

A/E FIRMS

MEP:

IMEG

835 Grandview Ave, 3rd Floor

Columbus, OH

T: 614.443.1178

DRAWING NO.

80025

/2

/2

:4 :4

A

M

REPLACE CHILLER COOLING SYSTEM AT

EDUCATION RESEARCH CENTER

S001 COVER & GENERAL NOTES

GFM

GFM

GS

DESIGN CRITERIA

1. STRUCTURE HAS BEEN DESIGNED TO COMPLY WITH OHIO BUILDING CODE (OBC) 2024 AND

SUBSEQUENT REFERENCE STANDARDS.

2. RISK CATEGORY: II

3. MECHANICAL UNITS: THE CONTRACTOR SHALL CONFIRM THE ACTUAL MECHANICAL UNITS

PURCHASED ARE OF WEIGHT AND SIZE SUCH THAT:

1. THE UNIT WEIGHT IS LESS THAN OR EQUAL TO WEIGHT LISTED ON PLAN.

2. THE UNIT LENGTH IS LESS THAN 15 FEET. IF UNIT LENGTH IS GREATER THAN 15 FEET,

SNOW DRIFT ON ROOF SHALL BE ACCOUNTED FOR.

3. THE TOTAL SUPERIMPOSED LOAD UNDER EACH UNIT DOES NOT EXCEED THE LIVE

LOAD FOR WHICH THE FLOOR WAS DESIGNED IN THE FLOOR AREA WHERE THE UNIT IS

LOCATED AS INDICATED BY THE EQUATION BELOW:

TOTAL SUPERIMPOSED LOAD

UNDER UNIT =

TOTAL EQUIPMENT WEIGHT /

UNIT FOOTPRINT AREA =

INDICATED SERVICE LEVEL

DESIGN LIVE LOAD

TOTAL EQUIPMENT WEIGHT =

OPERATING WEIGHT OF UNIT + CONCRETE HOUSEKEEPING

PAD + INERTIA BLOCK + OTHER ANCILLARY ITEMS

ASSOCIATED WITH THE EQUIPMENT

UNIT FOOTPRINT AREA =

EFFECTIVE AREA OF UNIT OR HOUSEKEEPING PAD,

WHICHEVER IS LARGER

EFFECTIVE AREA = (LENGTH + 6 FEET) x (WIDTH + 6 FEET)

CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION ON

THE LOCATION OF ANY MECHANICAL UNITS WHERE THE SUPERIMPOSED LOAD UNDER

THE UNIT EXCEEDS THE INDICATED DESIGN SIZE AND LOAD FOR THE ROOF AND/OR LIVE

LOAD FOR THE FLOOR AS INDICATED ON THE PLAN.

GENERAL

1. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE SAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE

CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, GUYS, ETC. IN

ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORD INANCES.

TEMPORARY BRACING, SHORING, GUYING, ETC. SHALL AVOID EXCESSIVE STRESSES AND

HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE

SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN

CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT

DOCUMENTS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND

COORDINATION OF ALL DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER (CO) PRIOR TO THE START OF CONSTRUCTION SO A

CLARIFICATION CAN BE ISSUED. ANY WORK THAT DEVIATES FROM OR IS PERFORMED IN

CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE

CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE

CONTRACTING OFFICERS.

3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT

INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR

DETERMINING ALLOWABLE CONSTRUCTION LOADS AND FOR DETERMINING SEQUENCES

OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO

PROTECT THE STRUCTURE AND SAFETY OF WORKERS DURING CONSTRUCTION. SUCH

MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: FALSEWORK, FORMWORK, STAGING,

BRACING, AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

OBSERVATION VISITS TO THE SITE BY THE CO SHALL NOT INCLUDE INSPECTION OR

APPROVAL OF THE ABOVE ITEMS AND DO NOT IN ANY WAY RELIEVE THE CONTRACTOR OF

THEIR RESPONSIBILITIES FOR THE ABOVE. THE CONTRACTOR SHALL TAKE ALL

NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE

STRUCTURE AT ALL STAGES OF CONSTRUCTION.

4. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE

JOBSITE PRIOR TO BID SUBMITTAL, START OF SHOP DRAWINGS, START OF

CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE

ENCOUNTERED, OR CONDITIONS DEVELOP THAT ARE NOT COVERED BY THE CONTRACT

DOCUMENTS, THE CO SHALL BE NOTIFIED FOR CLARIFICATION.

5. STRUCTURAL SUBSTITUTIONS MAY BE ALLOWED WITH THE APPROVAL OF THE CO.

SUPPLIER SHALL PROVIDE SIGNED AND SEALED DESIGN CALCULATIONS OR SUITABLE

PRODUCT LITERATURE FOR THE COMPONENTS. ALL PRODUCT SUBSTITUTIONS SHALL

INCLUDE A CODE EVALUATION REPORT SPECIFIC TO THE BUILDING CODE LISTED IN THE

DESIGN CRITERIA.

6. STRUCTURAL DRAWINGS INCLUDE DESIGN REQUIREMENTS AND DIMENSIONS FOR

STRUCTURAL INTEGRITY BUT DO NOT SHOW ALL DETAIL DIMENSIONS TO FIT INTRICATE

ARCHITECTURAL AND MECHANICAL DETAILS. CONTRACTOR SHALL CONSTRUCT THE

WORK SO IT WILL CONFORM TO THE CLEARANCES REQUIRED BY ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL DESIGN.

7. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL

NOTIFY THE CO PRIOR TO PROCEEDING WITH THE WORK.

8. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED

DRAWINGS AND LARGE-SCALE OVER SMALL-SCALE DRAWINGS. CONTRACTOR TO

DETERMINE FINAL DIMENSION WITH CO .

9. TYPICAL DETAILS SHALL APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE

THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. WHERE NO DETAILS ARE

GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

10. COORDINATE FLOOR FINISH INCLUDING, BUT NOT LIMITED TO THE "FLATNESS" AND

"LEVELNESS" REQUIREMENTS, WITH THE FLOOR FINISH CONTRACTOR. PROVIDE

UNDERLAYMENT / TOPPING WHERE REQUIRED TO PROVIDE A SURFACE ACCEPTABLE FOR

INSTALLATION OF FLOOR FINISHES. SEE ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

11. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL, AND

PLUMBING WITH APPROPRIATE TRADE CONTRACTORS. OPENING SIZES AND LOCATIONS

SHOWN FOR DUCTS, PIPE, INSERTS, AND OTHER PENETRATIONS WHEN SHOWN ARE FOR

GENERAL INFORMATION ONLY AND SHALL BE VERIFIED PRIOR TO FORMING.

12. THE EXACT WEIGHTS, DIMENSIONS, AND LOCATIONS OF ALL MECHANICAL UNITS AND

ELECTRICAL GEAR SUPPORTED ON STRUCTURAL FRAMING SHALL BE DETERMINED AND

COORDINATED BY THE CONTRACTOR PRIOR TO DETAILING THE STRUCTURAL FRAMING

SUPPORTING THOSE UNITS. IF THE UNIT WEIGHTS ARE GREATER THAN THE WEIGHTS

SHOWN ON THE STRUCTURAL DRAWINGS, THE CO SHALL BE NOTIFIED PRIOR TO

DETAILING THE STRUCTURE. UNIT WEIGHTS, DIMENSIONS, AND LOCATIONS SHOWN ON

THE STRUCTURAL DRAWINGS ARE APPROXIMATE ONLY AND SHALL NOT BE USED FOR

DETAILING THE STRUCTURE.

13. PROVIDE TEMPORARY BLOCKOUTS AND TEMPORARY OPENINGS IN THE STRUCTURE AS

REQUIRED TO PERMIT INSTALLATION OF ALL WORK. BLOCKOUTS AND TEMPORARY

OPENINGS SHALL BE LOCATED, CONFIGURED, DETAILED, AND INFILLED IN A MANNER THAT

ALTERS NEITHER THE STRENGTH OF THE STRUCTURAL FRAMING NOR THE STRENGTH OF

CONNECTIONS. INFILL ALL BLOCKOUTS AND TEMPORARY OPENINGS USING THE

MATERIALS SPECIFIED FOR THE FRAMING AT THE LOCATIONS WHERE THE BLOCKOUTS

AND OPENINGS OCCUR. SUBMIT DRAWINGS INDICATING THE LOCATIONS, DIMENSIONS,

AND DETAILS OF ALL PROPOSED BLOCKOUTS AND OPENINGS AND DETAILS INDICATING

THE MANNER IN WHICH THE BLOCKOUTS AND OPENINGS WILL BE INFILLED.

14. BEFORE SUBMITTING A PROPOSAL FOR THIS WORK, CONTRACTOR SHALL VISIT THE

PREMISES AND BECOME FULLY ACQUAINTED WITH FIELD CONDITIONS, TEMPORARY

CONSTRUCTION REQUIRED, QUANTITIES AND TYPE OF EQUIPMENT, ETC. THE PROPOSAL

SHALL INCLUDE ALL SUMS REQUIRED TO DO THE WORK.

SUBMITTALS

1. SUBMITTALS ARE:

1. CONCRETE MIX DESIGNS

2. MATERIAL PRODUCT DATA FOR STRUCTURAL MATERIALS

3. CONCRETE AND MASONRY REINFORCING

4. STEEL FABRICATION AND MISCELLANEOUS METALS

2. SUBMITTALS SHALL BE REVIEWED AND COORDINATED PRIOR TO SUBMITTING TO THE CO .

EACH SHOP DRAWING SUBMITTED SHALL BE STAMPED INDICATING REVIEW BY THE

CONSTRUCTION MANAGER/GENERAL CONTRACTOR AND REVIEW BY THE CO SHALL NOT

BEGIN UNTIL THIS IS COMPLETE. WORK SHALL NOT BEGIN WITHOUT REVIEW BY THE

DESIGN PROFESSIONALS.

3. SUBMITTALS SHALL BE REVIEWED BY T HE DESIGN PROFESSIONALS FOR GENERAL

CONFORMANCE WITH DESIGN CONCEPT ONLY. NOTATIONS MADE BY THE DESIGN

PROFESSIONALS ON THE SHOP DRAWINGS DO NOT RELIEVE THE CONTRACTOR FROM

COMPLYING WITH THE REQUIREMENTS OF THE DRA WINGS.

4. FOR ADDITIONAL INFORMATION ON REQUIRED SUBMITTALS, SEE INDIVIDUAL MATERIAL

SECTIONS.

EXISTING CONDITIONS / DEMOLITION

1. EXISTING CONDITIONS:

1. EXISTING STRUCTURAL INFORMATION SHOWN WAS OBTAINED FROM EXISTING

DRAWINGS DATED 9/24/2001 BY GAEDE SERNE ARCHITECTS INC. .

2. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS

GIVEN AS THE BEST PRESENT KNOWLEDGE. CONTRACTOR TO VERIFY EXISTING

INFORMATION, DIMENSIONS, AND SIZES AS REQUIRED TO COMPLETE THEIR WORK.

WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE

REPORTED TO THE CO SO CLARIFICATION MAY BE MADE. MODIFICATION OF

CONSTRUCTION DETAILS SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE

CO .

2. ALL DEMOLITION SHALL BE CARRIED OUT IN SUCH A WAY TO PREVENT DAMAGE TO

EXISTING ELEMENTS WHICH ARE TO REMAIN.

3. ALL ELEMENTS WHICH ARE TO REMAIN AND WHICH ARE DAMAGED DURING DEMOLITION

WORK SHALL BE REPLACED AT NO ADDED COST. CONTRACTOR SHALL PROVIDE AND BE

RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND

AREAS WHICH MAY BE DAMAGED AS A RESULT OF NEW WORK.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING

STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH

FABRICATION AND CONSTRUCTION.

5. ALL CONSTRUCTION IS NEW UNLESS IDENTIFIED AS EXISTING, "(E)". THE CONTRACTOR

SHALL VERIFY ALL EXISTING BUILDING INFORMATION AND SHALL NOTIFY THE CO OF ANY

DISCREPANCIES PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENT. NEW SLABS

ARE TO BE AT THE SAME ELEVATIONS AS ADJACENT EXISTING SLABS UON. FOUNDATION

ELEVATIONS OR COLUMN LENGTHS SHALL BE ADJUSTED WITH THE APPROVAL OF THE CO

TO ACHIEVE MATCHING SLAB ELEVATIONS.

6. REINFORCING STEEL IN EXISTING CONCRETE SHALL BE LOCATED PRIOR TO INSTALLATION

OF NEW OPENINGS OR CORING OF HOLES IN THE CONCRETE. REINFORCING STEEL MAY

NOT BE CUT WITHOUT APPROVAL FROM THE CO.

EARTHWORK

1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE BUILDING CODE ALLOWABLE BEARING

PRESSURES. NO NEW GEOTECHNICAL REPORT HAS BEEN PROVIDED BY THE CO FOR THIS

PROJECT.

2. A GEOTECHNICAL ENGINEER SHALL BE EMPLOYED TO VERIFY THAT THE PRESUMED

ALLOWABLE BEARING PRESSURE WILL BE ACHIEVED PRIOR TO CONSTRUCTION. THAT

ENGINEER SHALL DEVELOP AND ENSURE IMPLEMENTATION OF A SITE SUBGRADE

PREPARATION PROGRAM AS REQUIRED TO ACHIEVE THE PRESUMED SOIL BEARING

PRESSURE. FOOTING AND SLAB-ON-GRADE SUBGRADE PREPARATION SHALL BE IN

COMPLIANCE WITH THE APPLICABLE REQUIREMENTS OF THE AUTHORITIES HAVING

JURISDICTION.

3. ANY TESTS, INSPECTIONS, FIELD OBSERVATIONS, OR APPROVAL FROM THE

GEOTECHNICAL ENGINEER SHALL BE PERFORMED PRIOR TO PLACEMENT OF CONCRETE.

ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THE

GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.

4. PROPERTY LINE LOCATIONS INDICATED ON FOUNDATION PLANS ARE APPROXIMATE. SEE

ARCHITECTURAL AND/OR SITE DRAWINGS FOR LOCATION OF THE STRUCTURE ON THE

SITE.

5. ALL EXCAVATIONS SHALL BE PROPERLY AND SAFELY BACKFILLED. DO NOT PLACE

BACKFILL BEHIND RETAINING / BASEMENT WALLS BEFORE CONCRETE HAS ATTAINED

SPECIFIED COMPRESSIVE STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL

WALLS BELOW GRADE FROM LATERAL LOADS UNTIL SUPPORTING FLOORS ARE

COMPLETELY IN PLACE AND HAVE ATTAINED 7-DAY STRENGTH MINIMUM. BACKFILLING IS

NOT PERMITTED FOR FOUNDATION WALLS UNTIL SUPPORTED SLAB TOP AND BOTTOM

ARE IN PLACE OR THE WALL IS ADEQUATELY BRACED TO RESIST LATERAL LOADS.

6. CONTRACTOR SHALL PROVIDE DE-WATERING OF EXCAVATIONS FROM SURFACE WATER,

GROUNDWATER, OR SEEPAGE. DETAILS OF GROUNDWATER INFORMATION SHALL BE

OBTAINED FROM THE GEOTECHNICAL REPORT. IF GROUNDWATER IS ENCOUNTERED

DURING EXCAVATION, PROCEDURES SHALL BE IMPLEMENTED AS RECOMMENDED BY THE

GEOTECHNICAL ENGINEER.

7. PROVIDE SHORING WHERE THERE IS INSUFFICIENT SPACE FOR STABLE-SLOPED

EMBANKMENTS.

8. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK

OPERATIONS FOR FILL MATERIAL OR BURIED STRUCTURES SUCH AS CESSPOOLS,

CISTERNS, AND FOUNDATIONS. IF ANY SUCH MATERIAL OR STRUCTURES ARE FOUND, CO

SHALL BE NOTIFIED IMMEDIATELY.

9. ANY REQUIRED IMPORT FILL SHALL HAVE A LOW POTENTIAL FOR EXPANSION AND SHALL

BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO IMPORTING.

10. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BELOW FOUNDATIONS WITHOUT THE

STRUCTURAL ENGINEER'S APPROVAL. BELOW GRADE UTILITY OR PIPE ELEVATIONS,

WHERE SHOWN, ARE INDICATED FOR REFERENCE ONLY. REQUIRED ELEVATIONS SHALL

BE DETERMINED BY OTHERS AND COORDINATED WITH THE FOUNDATIONS.

11. WHERE GRADE ELEVATIONS ARE APPROXIMATELY EQUAL ON BOTH SIDES OF WALLS,

BACKFILL SHALL BE PLACED SO THAT IT IS NOT UNBALANCED BY MORE THAN 2 FEET ON

EITHER SIDE.

12. ALL REQUIRED BACKFILL AND UTILITY TRENCH BACKFILL WITHIN THE BUILDING AREA

SHALL BE COMPACTED TO 95% COMPACTION OR IN ACCORDANCE WITH THE CO

STANDARDS AND SPECIFICATIONS.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 318, BUILDING

CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AND ACI 301, SPECIFICATIONS FOR

STRUCTURAL CONCRETE UON.

2. CONCRETE MATERIALS SHALL CONFORM TO:

PORTLAND LIMESTONE CEMENT ASTM C595, TYPE IL

FLY ASH ASTM C618, TYPE C OR F

SLAG CEMENT ASTM C989

FINE AND COARSE AGGREGATE ASTM C33

LIGHTWEIGHT AGGREGATE ASTM C330

WATER POTABLE

AIR-ENTRAINING ADMIXTURE ASTM C260

WATER REDUCING ADMIXTURE ASTM C494

3. CONCRETE STRENGTHS SHALL CONFORM TO:

COMPONENT f'c AT 28 DAYS 1 (PSI) MAX PERMITTED W/C EXPOSURE CLASS

SHALLOW

FOUNDATIONS

4500 0.45 F2

EXTERIOR/PARKING

SLAB-ON-GRADE

5000 0.40 F3

1 IF ALTERNATE VALUES ARE INDICATED ON PLANS OR DETAILS FOR SPECIFIC

CONDITIONS. THEY SHALL BE USED IN LIEU OF THOSE LISTED IN THE TABLE.

4. AIR ENTRAINMENT:

NOMINAL MAXIMUM

AGGREGATE SIZE

REQUIRED AIR CONTENT PER EXPOSURE CATEGORY

F1 F2

3/8" 6% 7.5%

1/2" 5.5% 7%

3/4" 5% 6%

1" 4.5% 6%

1. CONCRETE IN THESE LOCATIONS SHALL BE AIR ENTRAINED WITH THE APPROPRIATE

PERCENTAGE AIR CONTENT LISTED IN THE TABLE ABOVE AS APPLICABLE FOR THE

INDICATED EXPOSURE CLASS AND NOMINAL MAXIMUM AGGREGATE SIZE IN THE

CONCRETE MIX. THE REQUIRED AIR CONTENT VALUE MAY BE REDUCED BY 1% FOR

ALL CONCRETE WITH COMPRESSIVE STRENGTH GREATER THAN 5000 PSI. THE

PERMITTED TOLERANCE ON THE REQUIRED AIR CONTENT IS ±1.5%.

2. ALL LIGHTWEIGHT CONCRETE SHALL HAVE 4-7% AIR ENTRAINMENT.

3. AIR ENTRAINMENT SHALL CONFORM TO UL RATING REQUIREMENTS FOR FIRE

RESISTANCE.

5. REQUIRED NOMINAL MAXIMUM COARSE AGGREGATE SIZE:

CONCRETE ELEMENT

REQUIRED NOMINAL MAXIMUM COARSE

AGGREGATE SIZE*

ALL CONCRETE UON 1"

VOIDED FILIGREE SLABS 3/4"

TOPPING SLABS LESS THAN 3" THICK 3/8"

* SMALLER NOMINAL MAXIMUM COARSE AGGREGATE SIZE SHALL BE USED WHERE

REQUIRED PER ACI 318.

6. COMBINED AGGREGATE GRADING FOR STRUCTURAL SLABS: 8-22% BY WEIGHT OF

AGGREGATE SHALL BE RETAINED ON EACH SIEVE BELOW THE MAXIMUM AGGREGATE SIZE

SIEVE AND ABOVE THE #100 SIEVE.

7. "ROUGH JOINTS" ARE JOINTS ROUGHENED TO AN AMPLITUDE OF 1/4" AND FREE AND

CLEAN OF LAITANCE. PROVIDE ROUGH JOINTS AT ALL CONSTRUCTION JOINTS UON.

8. JOINTS ABUTTING EXISTING CONCRETE CONSTRUCTION SHALL BE ROUGH JOINTS UON.

9. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 3/4"

CHAMFER UON ON ARCHITECTURAL DRAWINGS.

10. AFTER CONCRETE IS PLACED, IN NO CASE SHALL THE SUPERIMPOSED CONSTRUCTION

LOADS BE GREATER THAN SPECIFIED DESIGN LIVE LOADS UNLESS THE WORK IS SHORED.

11. NOTIFY THE CO 48 HOURS MINIMUM PRIOR TO ALL POURS.

12. CONTRACTOR SHALL SURVEY ALL CONCRETE WORK WITHIN 48 HOURS OF PLACING

CONCRETE TO ENSURE PLACEMENT IS IN ACCORDANCE WITH PROJECT REQUIREMENTS.

13. CONCRETE FILL THICKNESS SHOWN ON FRAMING PLANS AND DETAIL SHEETS IS MINIMUM

THICKNESS. PROVIDE ALLOWANCES FOR ADDITIONAL CONCRETE FILL REQUIRED TO

COMPENSATE FOR BEAM OR DECK DEFLECTIONS AND TO MAINTAIN SURFACE

TOLERANCES SPECIFIED.

14. CORING OF CONCRETE IS NOT PERMITTED UNLESS APPROVED BY THE CO. SUBMIT

LOCATIONS OF PROPOSED CONCRETE CORES.

15. REINFORCING STEEL SHALL NOT BE DAMAGED WHEN DRILLING CONCRETE.

16. ADHERE TO ACI 305R AND ACI 306R FOR HOT AND COLD WEATHER CONCRETE

CONSTRUCTION.

17. DRYPACK AND GROUT SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 7000 PSI.

18. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND

REVIEWED BY THE TESTING AND INSPECTION AGENCY. RESPONSIBILITY FOR OBTAINING

THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S. SUBMIT TEST DATA ON EACH

PROPOSED MIX FOR REVIEW IN ACCORDANCE WITH THE APPLICABLE CODE. MIX DESIGNS

SUBMITTED WITHOUT THE REQUIRED TEST DATA WILL BE RETURNED WITHOUT REVIEW.

19. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS, AND DETAILS OF ALL

ARCHITECTURAL FEATURES IN THE CONCRETE. SEE ARCHITECTURAL DRAWINGS AND

PROJECT SPECIFICATIONS FOR REQUIREMENTS FOR ALL CONCRETE FINISHES.

LINTELS

1. PROVIDE LINTELS OVER ALL OPENINGS AND RECESSES IN MASONRY CONSTRUCTION.

LINTELS ARE NOT REQUIRED OVER OPENINGS 12" OR LESS IN WIDTH THAT ARE AT LEAST 1

COURSE BELOW THE BOND BEAM AT THE TOP OF WALL.

2. PENETRATIONS NOT IDENTIFIED ON THE DOCUMENTS ARE TO BE TREATED IN A MANNER

SIMILAR TO THE IDENTIFIED LOCATIONS.

3. ALL LINTELS SHALL HAVE A MINIMUM OF 8" END BEARING AND DO NOT REQUIRE BEARING

PLATES UON.

4.

5.

ALL STEEL LINTELS IN EXTERIOR WALL CONSTRUCTION SHALL BE HOT-DIP GALVANIZED

UON.

AT STEEL WIDE FLANGE LINTELS WITH SPANS LONGER THAN 16”, PROVIDE GROUTED

TIE/SOAP BLOCKS TO STEEL BEAM WEB WITH WELDED METAL TIES AT 16”.

POST-INSTALLED ANCHORS

1. BASIS OF DESIGN ANCHORS: SEE PROJECT SPECIFICATIONS

2. ALTERNATIVE ANCHORS MAY BE USED IF APPROVED IN WRITING BY THE CO. THE

CONTRACTOR SHALL SUBMIT CALCULATIONS SIGNED AND SEALED BY AN ENGINEER

LICENSED IN THE PROJECT’S JURISDICTION VERIFYING PROPOSED ALTERNATIVE

ANCHORS WILL PROVIDE THE SAME OR GREATER LOAD-CARRYING CAPACITY AS THE

SPECIFIED ANCHORS. THE CONTRACTOR SHALL SUBMIT EVALUATION REPORTS. EACH

ANCHOR CONFIGURATION SHALL BE EVALUATED AND COMPARED TO THE SPECIFIED

ANCHOR.

3. CRACKED CONCRETE IS ASSUMED FOR ALL ANCHORAGE DESIGN CONDITIONS UNLESS IT

CAN BE DEMONSTRATED THROUGH ENGINEERING ANALYSIS THAT THE CONCRETE

REMAINS UNCRACKED DURING THE GOVERNING ULTIMATE LOAD STATE.

4. POST-INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER’S PRINTED INSTALLATION INSTRUCTIONS.

5. THE CONTRACTOR SHALL ARRANGE FOR AN ANCHOR MANUFACTURER’S

REPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR EACH SPECIFIED

ANCHOR TYPE. THE CO SHALL RECEIVE DOCUMENTATION VERIFYING ALL OF THE

CONTRACTOR’S PERSONNEL WHO INSTALL ANCHORS HAVE BEEN TRAINED PRIOR TO

COMMENCEMENT OF INSTALLING ANCHORS.

6. INSTALLATION OF ADHESIVE ANCHORS SHALL BE PERFORMED BY PERSONNEL CERTIFIED

BY AN APPROVED CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN

AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR

INSTALLER CERTIFICATION PROGRAM OR EQUIVALENT. THE ACCEPTABILITY OF

CERTIFICATIONS OTHER THAN THE ACI/CRSI ADHESIVE INSTALLER CERTIFICATION WILL BE

DETERMINED BY THE CO.

7. CONCRETE SHALL HAVE ACHIEVED DESIGN STRENGTH PRIOR TO INSTALLING POST-

INSTALLED ANCHORS. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE THAT HAS

CURED FOR A MINIMUM OF 21 DAYS.

8. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ANCHORS AND PROXIMITY

OF ANCHORS TO EDGES OF CONCRETE OR MASONRY. INSTALL ANCHORS IN

ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

9. POST-INSTALLED ANCHORS AND DOWELS SHALL BE INSTALLED IN A MANNER THAT DOES

NOT DAMAGE REINFORCING STEEL, CONDUIT OR OTHER EMBEDDED ITEMS. REINFORCING

STEEL SHALL BE LOCATED BY NON-DESTRUCTIVE MEANS PRIOR TO DRILLING HOLES.

PLATES AND BRACKETS THROUGH WHICH ANCHORS WILL BE INSTALLED SHALL NOT BE

FABRICATED UNTIL AFTER REINFORCING STEEL IS LOCATED AND ANCHOR LOCATIONS

ARE ADJUSTED. CONTRACTOR SHALL NOTIFY CO TO OBTAIN ALTERNATIVE ANCHOR

LAYOUT WHERE ANCHORS MUST BE RELOCATED TO AVOID INTERFERENCE WITH

REINFORCING STEEL.

10. ADHESIVE ANCHORING SYSTEMS ARE PERMITTED TO BE USED FOR INSTALLATION OF

REINFORCING STEEL INTO EXISTING CONCRETE ONLY WHERE SPECIFICALLY INDICATED IN

THE CONTRACT DOCUMENTS OR WITH APPROVAL FROM THE STRUCTURAL ENGINEER.

LOCATIONS WHERE REINFORCING STEEL WAS INCORRECTLY PLACED OR MISSED SHALL

BE SUBMITTED TO THE ENGINEER FOR REVIEW.

11. WHERE POST-INSTALLED MECHANICAL ANCHOR EMBEDMENT DEPTHS ARE SPECIFIED,

THOSE DEPTHS ARE THE REQUIRED MINIMUM NOMINAL EMBEDMENT DEPTHS. WHERE

MECHANICAL ANCHOR EMBEDMENT DEPTHS ARE NOT INDICATED, THE ANCHORS SHALL

BE INSTALLED TO THE MAXIMUM EMBEDMENT DEPTH NOTED IN THE MANUFACTURER’S

PRODUCT TECHNICAL GUIDE.

12. ADHESIVE ANCHORS SHALL BE INSTALLED WITH A MINIMUM 6” EMBEDMENT DEPTH UON.

01.27.2026 4 16OF

E

FOUNDATION PLAN KEYNOTES:

1. REMOVE EXISTING CONCRETE PAD. REFER TO

ARCHITECTURAL FOR DEMOLITION EXTENTS

OF BOLLARDS.

2. SECURE EQUIPMENT WITH 5/8" EPOXY

ANCHORS WITH 3-3/4" MIN. EMBEDMENT.

REFER TO EQUIPMENT FOR ANCHOR

LOCATIONS.

3. RESTORE SOIL BASE, PAVEMENT, AND GRADE

AROUND NEW EQUIPMENT PAD AND

BOLLARDS WHERE DEMOLISHED. SLOPE

PAVEMENT TO MATCH EXISTING.

4. CORE HOLES INTO EXISTING ELEVATED SLAB.

REFER TO MECHANICAL AND ELECTRICAL FOR

CORE SIZES AND LOCATIONS. REFER TO

5. INFILL EXISTING SLAB CORES/OPENINGS.

REFER TO MECHANICAL AND ELECTRICAL FOR

OPENINGS TO BE INFILLED. REFER TO

INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

SYMBOL LEGEND:

7/S300.

6/S300.

GENERAL SHEET NOTES:

1. ELEVATIONS ARE BASED ON THE FIRST FLOOR

ELEVATION OF (0'-0").

2. SEE GENERAL NOTES SECTIONS FOR ADDITIONAL

INFORMATION.

3. CONTRACTOR VERIFY ALL EXISTING DIMENSIONS AND

CONDITIONS IN THE FIELD.

4. DESIGNATIONS:

SOG-1: 6" SLAB-ON-GRADE WITH 6x6 W2.9xW2.9

W.W.F. PLACED AT 2" FROM THE TOP OF

SLAB PLACED ON MIN. 4" COMPACTED

GRANULAR FILL ON PREPARED SUB-GRADE

S300

S300

LINTELS AS REQUIRED FOR

SERIES OF OPENINGS/CORES IN

CMU WALL, TYP. REFER TO

ELECTRICAL FOR OPENING

SIZES AND LOCATIONS.

THICKENED EDGE, TYP.

REFER TO ARCH FOR

BOLLARD LAYOUT

SOG-1

S300

S300

(E) W8x31

(E) W8x31

(E) W8x31

(E) W8x31

(E) W8x31

(E) W8x31

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

SHEET

OF

CANTON, OHIO

322010

1.23.2026

FIRST LADIES NATIONAL HISTORIC SITE

A/E FIRMS

MEP:

IMEG

835 Grandview Ave, 3rd Floor

Columbus, OH

T: 614.443.1178

DRAWING NO.

80025

/2

/2

:4 :4

A

M

REPLACE CHILLER COOLING SYSTEM AT

EDUCATION RESEARCH CENTER

S100 STRUCTURAL PLANS

GFM

GFM

GS

SCALES100 1/4" = 1'-0"

2 STRUCTURAL LOWER LEVEL PLAN

B L D

G

1/4"=1'-0"

4' 0 4' 8' A

SCALES100 1/4" = 1'-0"

1 STRUCTURAL COURTYARD PLAN

AA

01.27.2026 5 16OF

BL

D

G

E A

1/2"

1/2" BACKER ROD &

SEALANT - SEE SPECS

#4

(2)#4

1'-0"

#4@12"

4'-0"

PAVEMENT/ GRADE TO

BE RESTORED AS

NEEDED AND SLOPED

TO MATCH EXISTING

P A

V E

M E

N T

/G R

A D

E

M

IN

B

E L

O W

JOINTS SHALL BE INSTALLED

IMMEDIATELY UPON COMPLETION

OF FINISHING OPERATIONS

CONSTRUCTION JOINT CONTRACTION JOINT ISOLATION

JOINT

S E

E P

L A

N T

H

IC

K N

E S

S 't

INTERRUPT

REINF AT JOINT

KEY

3/4"

ENGINEERED FILL

1/4" WIDE HAND-TOOLED

OR SAW-CUT JOINT

't' /4

ISOLATION MATERIAL

/3

't

6"⌀ STD PIPE

FILL w/ 3000 PSI

CONCRETE AND

PAINT "TRAFFIC

YELLOW"

(4)#4 TIES

NOTES:

1. ALL STEEL AND BOLTS SHALL BE HOT-DIP GALVANIZED.

2. SEE ARCH DWGS AND PARKING DWGS FOR BOLLARD LOCATIONS.

3. THIS DETAIL SHALL BE USED ONLY WITHIN THE BUILDING.

(4)#4 VERT

4000 PSI

CONCRETE1'-6"

" 3

PAVEMENT, BASE, AND

GRADE TO BE

RESTORED AS

NEEDED AND SLOPED

TO MATCH EXISTING

FULLY GROUT ONE

COURSE ABOVE LINTEL.

REMOVE AND REPLACE (E)

CMU AS REQD FOR NEW

LINTEL INSTALLATION

2L4x4x5/16, LINTEL TO

EXTEND MIN 1'-0" PAST

PIPE SERIES, TYP.

(E) WALL, SHORE UNTIL

NEW LINTEL IS INSTALLED

SERIES OF PIPES

THROUGH (E) CMU

WALL, REFER TO

ELECTRICAL FOR

LOCATIONS, TYP.

S L E

E V

E

EFFECTIVE OPENING

EA END

1'-6" TYP

d dO P

E N

IN

G

E F

F E

C T

IV

E d

M

IN

d

MULTIPLE SLEEVES < 8"⌀

INSTALL REINF PER PLAN

BETWEEN OPENINGS WHERE

DIM BETWEEN > 6". WHERE

DIM BETWEEN OPENINGS

< 6", PROVIDE (1)#4 T&B

EFFECTIVE OPENING

d2 d1O P

E N

IN

G

E F

F E

C T

IV

E

MULTIPLE SLEEVES > 8"⌀

NOTES:

1. DETAIL IS APPLICABLE WHERE MULTIPLE SLEEVES ARE SPACED CLOSER THAN 4 x d.

2. PROVIDE REINF AROUND EFFECTIVE OPENINGS PER THE "REINFORCING AT SLAB OPENING" DETAIL.

NEW LIGHTWEIGHT

SLAB ON DECK INFILL

#4 EPOXY (SET-XP)

WITH 4" EMBED IN

MID-HEIGHT OF

SLAB LOW FLUTE (E) SLAB

L7x4x3/8 (LLH) WITH

3/8"Ø HILTI KWIK BOLT

w/ 2 1/2" EMBED AT

EVERY FLUTE. EXTEND

2 FLUTES BEYOND

EDGE OF OPENING

#4@8"

EACH WAY

CHIP TO PROVIDE

ROUGH SURFACE TO

1/4" AMPLITUDE, TYP

1 1/2

(E) STEEL BEAM

PL1/2, EXTEND 1'-6"

BEYOND EDGE OF

OPENING

PL1/2@1'-6" AND AT

EACH END

1/4

/2

PJP

2'-6" MAX

3" 2" 1"

E Q

E Q

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

SHEET

OF

CANTON, OHIO

322010

1.23.2026

FIRST LADIES NATIONAL HISTORIC SITE

A/E FIRMS

MEP:

IMEG

835 Grandview Ave, 3rd Floor

Columbus, OH

T: 614.443.1178

DRAWING NO.

80025

/2

/2

:4 :4

A

M

REPLACE CHILLER COOLING SYSTEM AT

EDUCATION RESEARCH CENTER

S300 TYPICAL CONCRETE

DETAILS

GFM

GFM

GS

SCALES300 3/4" = 1'-0"

SAWCUT JOINT

w/ SEALANT

SCALES300 3/4" = 1'-0"

SLAB-ON-GRADE TURNDOWN

AT TRANSITION TO PAVEMENT

SCALES300 3/4" = 1'-0"

3 SLAB ON GRADE CONSTRUCTION

SCALES300 3/4" = 1'-0"

5 STANDARD IN-GROUND BOLLARD

3/4"=1'-0"

2' 0 2' A

SCALES300 3/4" = 1'-0"

DOUBLE ANGLE

LINTEL IN EXISTING WALL

A

AA A A

SCALES300 3/4" = 1'-0"

REINFORCING

AT MULTIPLE SLAB OPENINGS

SCALES300 3/4" = 1'-0"

7 EXISTING SLAB INFILL

A A

01.27.2026 6 16OF

1. ROUTE DRAIN LINES FROM EQUIPMENT TO NEAREST FLOOR DRAIN.

PIPING GENERAL NOTES:

1. AFTER CONSTRUCTION ACTIVITIES ARE COMPLETE, TESTING, ADJUSTING (TAB) AND

BALANCING CONTRACTOR SHALL BALANCE PUMPS AND CHILLERS.

2. TAB CONTRACTOR SHALL COMPILE AND SUBMIT COPIES OF THE FINAL POST-

CONSTRUCTION TAB REPORT AS REQUIRED BY SECTION 23 05 93.

3. THE FINAL POST CONSTRUCTION REPORT SHALL INCLUDE ALL ITEMS REQUIRED IN THE

SPECIFICATIONS.

TAB POST-CONSTRUCTION NOTES:

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,

AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE

INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. CATALOG AND MODEL NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN

AS AN AID TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. THE

CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE DESCRIPTION OF MATERIAL

SCHEDULED ON THESE DRAWINGS AND IN THE SPECIFICATIONS BEFORE ORDERING. THE

DESCRIPTION OF THE MATERIAL AND SCHEDULED PERFORMANCE TAKES PRECEDENCE

OVER THE MODEL NUMBER. THE FIRST MANUFACTURER SCHEDULED IS THE BASIS OF

DESIGN.

3. DETERMINATION OF QUANTITIES OF MATERIAL AND EQUIPMENT REQUIRED SHALL BE MADE

BY THE CONTRACTOR FROM THE DOCUMENTS. WHERE MATERIAL AND/OR QUANTITY

DISCREPANCIES ARISE BETWEEN DRAWINGS, SCHEDULES AND/OR SPECIFICATIONS, THE

HIGHER QUALITY/ GREATER NUMBER SHALL GOVERN.

4. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES. PHYSICALLY

REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

5. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE

CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO

VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO

VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES

OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING

WITH FABRICATION OR EQUIPMENT ORDERS.

6. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE

REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER

ACCESS.

7. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO

COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR

EXPENSE TO THE GOVERNMENT

8. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL

CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF

DESIGN.

9. GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO

WALLS, FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES

DAMAGE IS RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE

RATING, AND FINISH.

10. SEAL ALL FLOOR AND WALL, PENETRATIONS AIRTIGHT WHERE CONDUITS, PIPING, AND

DUCTS PENETRATE. PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE SEALED

AIRTIGHT WITH WATERPROOFING MATERIALS RECOMMENDED BY MANUFACTURER FOR

OUTDOOR USE.

11. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,

PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE

TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS

WITHIN ROOMS.

12. WHERE PIPES AND DUCTS ARE SHOWN TO PENETRATE FLOORS, PROVIDE SLEEVED

OPENINGS WITH THE TOP EDGE RAISED ABOVE FLOOR SURFACE IN ACCORDANCE WITH ALL

RELEVANT SPEC SECTIONS. SEAL SLEEVE PERIMETER TO BE WATERTIGHT.

13. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND

REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS,

PIPING, DUCTWORK, ETC.

14. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

15. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL

EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT

LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS,

TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.

16. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH

OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0” ABOVE THE

EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO

THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED

ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.

17. PROVIDE CONCRETE EQUIPMENT PAD FOR ALL FLOOR MOUNTED EQUIPMENT. PAD SHALL

EXTEND MINIMUM 6” BEYOND ALL SIDES OF EQUIPMENT EXCEPT WHERE PAD EXTENSION

WOULD INTERFERE WITH WORKING SPACE AT EQUIPMENT CONTROL PANELS AND

ELECTRICAL PANELS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, PLUMBING, VENTILATION, PIPING AND TEMPERATURE CONTROL.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD

SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND

REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS

BEFORE STARTING WORK. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS WITH NEW

WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE

FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD

CONDITIONS.

4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF

ROOFS, WALLS, AND FLOORS ASSOCIATED WITH WORK BY ALL CONTRACTORS.

CONTRACTORS SHALL NOTIFY THE GC OF AFFECTED AREAS PRIOR TO BIDDING.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF

CEILINGS, CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH AREAS OF WORK BY ALL

CONTRACTORS. NOTIFY THE GENERAL CONTRACTOR OF AFFECTED AREAS PRIOR TO

BIDDING.

6. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH

NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL

EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT

DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL

SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

7. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT

REMAIN ACTIVE.

8. OBTAIN PERMISSION FROM CONTRACTING OFFICER BEFORE SHUTTING DOWN ANY SYSTEM

FOR ANY REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL

NEW SYSTEMS ARE INSTALLED.

9. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR

TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND

CONNECTIONS. OBTAIN PERMISSION FROM CONTRACTING OFFICER BEFORE PARTIALLY OR

COMPLETELY DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM

OUTAGE.

10. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT

THAT HAS BEEN REMOVED.

11. PROPERLY RECLAIM AND DISPOSE OF ALL REFRIGERANT IN REMOVED EQUIPMENT/

REFRIGERANT PIPING. RECLAIMED REFRIGERANT SHALL HAVE DOCUMENTATION AS

REQUIRED BY THE AUTHORITY HAVING JURISDICTION (AHJ).

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

2 VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

1 KEYNOTE: INDICATES NOTE USED TO

DESCRIBE ADDITIONAL INFORMATION

ABOUT WORK REQUIRED, SPECIFIC

TO THE SHEET AND/OR DETAIL

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG-1 UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

M000

SHEET DETAIL IS LOCATED ON

FIRE AND SMOKE SEPARATIONS ARE NOT SHOWN ON THESE DOCUMENTS. CONTRACTOR SHALL

REVIEW THE ARCHITECTURAL PLANS AND DETERMINE THE LOCATIONS OF ALL FIRE AND SMOKE

PARTITIONS, BARRIERS, AND WALLS. THIS INCLUDES FLOOR RATINGS. PRICING SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO MAINTAIN THE RATINGS OF ALL RATED SEPARATIONS, WHETHER SHOWN ON THE ENGINEERING PLANS OR NOT.

FIRE / SMOKE BARRIER DESIGNATIONS

BUILDING CODE: 2024 INTERNATIONAL BUILDING CODE

FIRE PROTECTION CODE: 2024 INTERNATIONAL FIRE CODE

PLUMBING CODE: 2024 INTERNATIONAL PLUMBING CODE

MECHANICAL CODE: 2024 INTERNATIONAL MECHANICAL CODE

ELECTRICAL CODE: NFPA 70 (NEC) 2023 EDITION

FIRE ALARM CODE: NFPA 101 2012 EDITION

LIFE SAFETY CODE: NFPA 101 2012 EDITION

ENERGY CONSERVATION CODE: 2024 INTERNATIONAL ENERGY CONSERVATION CODE

OTHER CODES: NFPA 90, NFPA 72, ASHRAE 90.1, ABAAS,

NPS REF. MANUAL 58

APPLICABLE CODES

CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS

INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

HVAC ABBREVIATION KEY

ABBR: DESCRIPTION:

DIFFERENTIAL PRESSURE GAUGE (RANGE)DPG (0-2")

DIFFERENTIAL PRESSURE SWITCHDPS

AD ACCESS DOOR

ABOVE FINISHED FLOORAFF

NOT IN CONTRACTNIC

CFSD CONTROL/FIRE/SMOKE DAMPER

FD FIRE DAMPER

FOB FLAT ON BOTTOM

FOT FLAT ON TOP

FSD FIRE/SMOKE DAMPER

SD SMOKE DAMPER

TRANSFER DUCTTD

UC-1 DOOR UNDERCUT BY OTHERS (1" TYPICAL)

TERMINAL AIR BOXTAB

TYPICALTYP

UON UNLESS OTHERWISE NOTED

NORMALLY CLOSEDN.C.

NORMALLY OPENN.O.

PRESSURE SWITCHPS

MIXING VALVEMV

ELECTRICAL TO PNEUMATIC VALVEEP

CO CLEANOUT

C COMMON

SCCR SHORT CIRCUIT CURRENT RATING

DN DOWN

FMCS FACILITY MANAGEMENT AND CONTROL SYSTEM

TEMPERATURE SENSOR WITH WELL

T

THERMOMETER WITH WELL (DIAL TYPE)T

THERMOMETER WITH WELL (FILLED TYPE)

CONTROL VALVE (TWO-WAY)

PITCH PIPE IN DIRECTION

DIELECTRIC CONNECTION

UNION/FLANGE

BALANCING VALVE (NUMBER INDICATES GPM)

PIPE CAP

PIPE DOWN

PIPE UP OR UP/DOWN

DIRECTION OF FLOW IN PIPE

SHUTOFF VALVE NORMALLY OPEN

SHUTOFF VALVE NORMALLY CLOSED

THROTTLING VALVE

AUTOMATIC BALANCING VALVE

MIXING VALVE

CONTROL VALVE (THREE-WAY)

SOLENOID VALVE

CHECK VALVE

SAFETY/RELIEF VALVE

PRESSURE REDUCING VALVE (LIQUID/GAS)

VACUUM BREAKER

"WYE" - STRAINER

"WYE" - STRAINER W/SHUTOFF VALVE AND HOSE CONNECTION WITH CAP

BASKET STRAINER

FLEXIBLE CONNECTION

PRESSURE/TEMPERATURE TEST PLUG

REDUCER - REFERENCE SPECIFICATION

FOR CONCENTRIC/ECCENTRIC AND FOT/FOB

SUCTION DIFFUSER WITH SUPPORT FOOT

AUTOMATIC AIR VENT

MANUAL AIR VENT

DRAIN VALVE WITH HOSE CONNECTION AND CAP

CHILLED WATER RETURNCWR

CHILLED WATER SUPPLYCWS

GLYCOL WATER RETURNGWR

GLYCOL WATER SUPPLYGWS

REFRIGERANT HOT GASHG

HEATING WATER RETURNHWR

HEATING WATER SUPPLYHWS

REFRIGERANT LIQUIDLIQ

REFRIGERANT SUCTIONSUC

SAFETY RELIEF VENTSV

DRAINDPP

METERM

PUMP

STATIC SWITCH

PRESSURE GAUGE (FURNISHED WITH BALL VALVE)P

PRESSURE SENSOR (FURNISHED WITH BALL VALVE)P

FLOW METER

FM

FLOW SWITCH

F

FS FLOW SENSOR

HVAC SYMBOL LIST

SYMBOL: DESCRIPTION:

NOT ALL SYMBOLS MAY APPLY.

SP

REFRIGERANTREF

SAFETY RELIEF VALVE

W/ DRIP PAN ELBOW

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

SHEET

OF

CANTON, OHIO

322010

01.23.2026

FIRST LADIES NATIONAL HISTORIC SITE

A/E FIRMS

MEP:

IMEG

835 Grandview Ave, 3rd Floor

Columbus, OH

T: 614.443.1178

DRAWING NO.

80025

/2

/2

:5

:3

A

M

REPLACE CHILLER COOLING SYSTEM AT

EDUCATION RESEARCH CENTER

M000 HVAC COVERSHEET

BB

LD

SH

HVAC SHEET INDEX

M000 HVAC COVERSHEET

M101 ENLARGED DEMOLITION PLANS - PIPING

M201 ENLARGED PLANS - PIPING

M400 HVAC DETAILS

M401 HVAC DETAILS

M600 HVAC SCHEDULES & CONTROLS

GRAND TOTAL: 6

SYMBOL LIST - PIPING SYSTEMS

SYMBOL DESCRIPTION

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

DPP DRAIN - PIPING

HG REFRIGERANT HOT GAS

HWR HEATING WATER RETURN

HWS HEATING WATER SUPPLY

LCS LOW PRESSURE CLEAN STEAM

LIQ REFRIGERANT LIQUID

MU MAKE-UP WATER

GI

R

S

S

R P

F E

O

E E

T

L

I G

S

NA

O N

R E

E

D

I

R

S

E N

E

HT

A T

S

E OF

DOUGLAS SMITH

E-73967

O

OI

01.27.2026 7 16OF

D N

CH-1

UH-E

ET-2-E

CWP-1

CWP-2

HG

HG

LIQ

LIQ

A

"C

W R

"C

W S

1 1/4"HWS

1 1/4"HWR

MU

ACC-1

HG

HG

LIQ

LIQ

A

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET

PMIS/PKG NO.

SHEET

OF

CANTON, OHIO

322010

01.23.2026

FIRST LADIES NATIONAL HISTORIC SITE

A/E FIRMS

MEP:

IMEG

835 Grandview Ave, 3rd Floor

Columbus, OH

T: 614.443.1178

DRAWING NO.

80025

/2

/2

:5

:3

A

M

REPLACE CHILLER COOLING SYSTEM AT

EDUCATION RESEARCH CENTER

M101 ENLARGED DEMOLITION

PLANS - PIPING

BB

LD

SH

SCALEM101 1/4" = 1'-0"

2 LOWER LEVEL DEMOLITION PLAN - PIPING

A

KEYNOTES:

1. REMOVE AIR COOLED CONDENSING UNIT INCLUDING ALL

ASSOCIATED ANCHORS, PIPING, AND CONTROLS.

2. REMOVE ABANDONED HYDRONIC UNIT HEATER AND ALL

ASSOCIATED PIPING, CONTROLS, SUPPORTS, AND HANGERS. CAP

PIPING AT NEAREST…