johnson - tn.gov section 01 41 15 of project manual for further information ii. building occupancy...

MECHANICAL, PLUMBING & ELECTRICAL ENGINEERING

51 CENTURY BLVD, SUITE 350NASHVILLE, TN 37214615.265.8071www.edmondsengineering.com

EDMONDS ENGINEERING, INC

CIVIL ENGINEERING

1935 21ST AVENUE SOUTHNASHVILLE, TN 37212615.385.4144www.leainc.com

S&ME

JAA PROJECT #

Johnson + Associates Architecture . Interior Design . Planning

ARCHITECTURE & INTERIOR DESIGNJOHNSON + ASSOCIATES I ARCHITECTS, INC907 RIVERGATE PKWY, SUITE A-5GOODLETTSVILLE, TN 37072615.756.4639www.jaarchitects.com

Architects, Inc

REROOF AND FACILITY UPDATE

NASHVILLE, DAVIDSON COUNTY, TN

JOINT FORCE HEADQUARTERS

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SBC PROJ. No. 361/067-01-2017

A93-102017

OWNERSTATE OF TENNESSEE, Army National GuardDepartment of Military3401 Sidco DrNashville, TN 37204

MASONRY - BRICK

CONCRETE MASONRY UNIT (CMU)

GYPSUM BOARDLIGHTWEIGHT INSULATING CONCRETE

FINISH WOOD

ROUGH WOOD

BATT INSULATION

RIGID INSULATION

STEEL

GYPSUM SHEATHING

EARTH

POROUS FILL/GRAVEL

PLYWOOD

CONCRETE

1

A0000

100A

DETAIL NUMBERSHEET NUMBER

SHEET NUMBER

SECTION NUMBER

1

1

DOOR TAG (REFER TO DOOR SCHEDULE)

WALL TYPE TAG

REVISION TAG

TOILET ACCESSORY TAG

ELEVATION TAG

SHEET NUMBER

ELEVATION NUMBER

A000

0

SHEET NUMBER

INTERIOR ELEVATION NUMBER

1 WINDOW TAG

1 KEYNOTE TAG

A0000

A0000

VW - 1 VIEW WINDOW TAG

I. PRIMARY APPLICABLE CODES

STATE OF TN

2012 INTERNATIONAL BUILDING CODEEXCEPT FOR CH 11, SECTION 3411 ACCESSIBILITY FOR EXG BUILDINGS

2012 INTERNATIONAL ENERGY CONSERVATION CODE2012 INTERNATIONAL EXISTING BUILDING CODE2012 INTERNATIONAL PROPERTY MAINTENANCE CODE2010 ADA STANDARDS FOR ACCESSIBILITY DESIGN2012 INTERNATIONAL PLUMBING CODE2012 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL FUEL GAS CODE2008 NATIONAL ELECTRICAL CODE2012 INTERNATIONAL FIRE CODE2012 LIFE SAFETY CODE (NFPA 101)2011 TENNESSEE ELEVATOR CODE AND ITS SUPPLEMENTS2007 EDITION OF BOILER AND UNFIRED PRESSURE VESSEL INSPECTION LAW,

RULES AND REGULATIONS2007 ASHRAE STD 90.12007 ASHRAE STD 90.22007 ASHRAE STD 62

RULES OF TN DEPT OF COMMERCE AND INSURANCECH 0780-2-1 ELECTRICAL INSTALLATIONSCH 0780-2-2 CODES AND STANDARDSCH 0780-2-3 PLANS AND SPECS REVIEWCH 0780-2-18 EQUITABLE RESTROOMS

RULES OF TN DEPT OF ENVIRONMENT AND CONSERVATIONCH 0400-40-02 WATER RESOURCES REGULATIONSCH 1200-01-18 LEAD BASED PAINT ABATEMENTCH 1200-01-20 ASBESTOS ACCREDITATION REQUIREMENTSCH 1200-03-09 GENERAL REQUIREMENTS FOR CONSTRUCTION PERMITSCH 1200-03-11 HAZARDOUS AIR CONTAINMENT REGULATION

ANY LOCAL CODES AND AMMENDMENTS

SEE SECTION 01 41 15 OF PROJECT MANUAL FOR FURTHER INFORMATION

II. BUILDING OCCUPANCY CLASSIFICATIONIBC: BUSINESS

III. CONSTRUCTION TYPEIBC: 2B

IV. FIRE SUPPRESSION SYSTEMNON-SPRINKLERED

V. BUILDING HEIGHT AND AREA

NOTES:1. ALLOWABLE HEIGHT AND AREA BASED ON IBC TABLE 503.2. MAXIMUM ALLOWABLE/DESIGN HEIGHT INCLUDING MODIFICATIONS.3. SPRINKLERED BUILDINGS MAY INCREASE HEIGHT IN TABLE 503 BY 1 STORY AND 20 FEET.

UL=UNLIMITED N/A=NOT APPLICABLE

VI. MEANS OF EGRESSA. CORRIDOR WIDTH (IBC 1017.2):

MINIMUM CORRIDOR WIDTH: 44" MINIMUM

B. DEAD ENDS (IBC 1017.3): 20'-0" MAXIMUM

C. EXIT ACCESS TRAVEL DISTANCE (IBC TABLE 1016.1): 200'-0" MAXIMUM

D. DOOR WIDTH (IBC 1008.1.1): 32" CLEAR WIDTH

E. CORRIDOR FIRE-RESISTANCE RATING (IBC TABLE 1017.1): 0-HR

F. STAIR WIDTH (IBC 1009.1): 44" MINIMUM

G. RAMP WIDTH (IBC 1010.5.1): 36" MINIMUM

PROPOSED STAGING AREA

UP

Project Number:

Date

Drawn by

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907 RIVERGATE PKWY,SUITE A-5GOODLETTSVILLE, TN 37072

P (615) 756-4639

WWW.JAARCHITECTS.COM

JOHNSON + ASSOCIATES ARCHITECTS, INC

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REVIEWDATA/GENERALINFORMATION

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1 DO NOT SCALE DRAWINGS.2 THE CONTRACTOR MUST FIELD MEASURE AND VERIFY BUILDING CONDITIONS BEFORE STARTING

CONSTRUCTION.3 VERIFY ALL DIMENSIONS BEFORE ORDERING MATERIALS AND PROCEEDING WITH THE WORK.4 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DIMENSIONS ON THE SHOP DRAWINGS.5 NOTIFY THE DESIGNER OF ANY VARIATION IN THE DIMENSIONS NOTED FOR VERIFICATION FOR

THE INSTALLATION OF EQUIPMENT OR OTHERWISE BEFORE CONTINUING WITH THE WORK.6 CLEARANCE DIMENSIONS SHALL BE MAINTAINED. ALIGN NEW CONSTRUCTION WITH EXISTING

CONSTRUCTION.7 FLOOR PLAN DIMENSIONS ARE FROM FACE OF EXISTING MASONRY CONSTRUCTION AND ARE TO

CENTERLINE OF STUD PARTITIONS UNLESS OTHERWISE INDICATED.8 IN THE EVENT DISCREPANCIES ARE FOUND IN THE DRAWINGS, OR IF PROBLEMS ARE

ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE DESIGNERBEFORE CONTINUING WORK IN QUESTION.

9 PATCH, REPAIR AND REPLACE EXISTING FINISHES AS REQUIRED TO INTEGRATE NEWCONSTRUCTION TO EXISTING ADJACENT SURFACES.

10 ALL ABANDONED FLOOR OR WALL PENETRATIONS SHALL BE PATCHED AND REPAIRED TOMAINTAIN FLOOR OR WALL INTEGRITY AND FIRE RATING.

11 CONCEAL ALL CONDUIT IN WALLS AND ABOVE CEILING. FURR OUT WALLS AS NECESSARY.12 MAINTAIN INTEGRITY OF EXISTING WALL RATINGS.13 ALL RATED WALLS ARE CONTINUOUS ABOVE AND BELOW DOORS AND WINDOWS.14 ALL WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED. ALL WOOD USED IN AREAS WHERE

EXPOSURE TO MOISTURE IS POSSIBLE AND AT EXTERIOR WALLS SHALL BE TREATED TO RESISTROT.

15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PHASING CONSTRUCTION SEQUENCES WITH THEOWNER IN ORDER TO FACILITATE THE OWNER'S CONTINUING USE OF THE BUILDING. THIS SHALLINCLUDE PROVIDING FOR APPROVED TEMPORARY ENTRANCES AND EXITS FROM THE BUILDING,AND TEMPORARY PROTECTIVE WALLS AND DUST PARTITIONS.

16 THE AREA OF WORK MUST BE SECURE AT THE END OF EACH WORKING DAY. THE CONTRACTORWILL TAKE THE NECESSARY PRECAUTIONS AND ERECT TEMPORARY BARRIERS AS NECESSARY.

17 REFER TO DEMOLITION NOTES AND PLANS FOR ADDITIONAL INFORMATION AND COORDINATION.18 REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL DRAWINGS AND ALL OTHER

CONTRACT DOCUMENTS FOR ADDITIONAL INFORMATION AND COORDINATION.19 BEFORE BEGINNING WORK, THE CONTRACTOR MUST REVIEW THE EXISTING CONSTRUCTION AND

REPORT ANY EXISTING MOLD CONDITIONS. DURING CONSTRUCTION THE CONTRACTOR MUSTPREVENT ANY MOLD CONDITIONS FROM FORMING AS A RESULT OF THE CONSTRUCTION EFFORT.

20 REMODELING AND/OR REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAINASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS. SOME OF WHICH MAY NOT BEVERIFIABLE WITHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THEBUILDING. THE DESIGNER AND THE DESIGNERS CONSULTANTS ARE NOT RESPONSIBLE FORCONDITIONS DISCOVERED DURING CONSTURCTION THAT DIFFER FROM THOSE INDICATED. THECONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALL IMMEDIATELY NOTIFY THE DESIGNERAND OBTAIN A CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

21 *NON-DISCRIMINATION STATEMENT* ALL DESIGN AND CONSTRUCTION SHALL BE IN FULLCOMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND THE JUSTICEDEPARTMENT'S STANDARD FOR ACCESSIBLE DESIGN (JDSAD), INITIALLY SET FORTH IN 28CFR36,APP .A EFFECTIVE AT THE DATE OF IMPLEMENTATION.

22 THE CONTRACTOR SHALL OBTAIN A "HOT WORK" PERMIT PRIOR TO BEGINNING ANY WELDING,CUTTING, BRAZING, GRINDING, OR OTHER ACTIVITY THAT GENERATES SPARKS CAPABLE OFCAUSING COMBUSTION PER NFPA 51B AND NFPA 601.

GRAPHIC SYMBOLS GENERAL NOTES PLAN REVIEW DATA DRAWING INDEX

MATERIALS LEGEND

DEMOLITION NOTESABBREVIATIONS1 DO NOT SCALE DRAWINGS.2 REFER TO CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR

EXISTING UTILITIES TO REMAIN, FIXTURES TO BE RELOCATED OR REMOVED AND FORADDITIONAL DEMOLITION INFORMATION.

3 ANY DEMOLITION IMPLIED OR INFERRED ON THE CONTRACT DOCUMENTS REQUIRED TOIMPLEMENT THE DESIGN INTENT SHALL BE ANTICIPATED BY THE CONTRACTOR, WHETHERSHOWN ON THE DEMOLITION PLAN OR NOT. THE CONTRACTOR SHALL VISIT THE SITE ANDBECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.

4 COORDINATE DEMOLITION PLAN WITH PLAN FOR NEW CONSTRUCTION FOR EXTENT OFREMOVAL.

5 CONTRACTOR SHALL ASSUME THAT ALL EXISTING SERVICES SHALL REMAIN IN OPERATIONDURING DEMOLITION AND CONSTRUCTION. NO OUTAGES OF SERVICE WILL BE ALLOWABLE.

6 IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE PUBLIC AND BUILDINGOCCUPANTS DURING DEMOLITION AND CONSTRUCTION. A PHASED REMOVAL ANDCONSTRUCTION PROCESS WILL BE REQUIRED.

7 CONTRACTOR SHALL USE SUITABLE METHODS AS NECESSARY TO CONTROL DUST AND DIRTCAUSED BY DEMOLITION WORK.

8 CONTRACTOR SHALL PROVIDE PROTECTION OF ALL EXISTING BUILDING COMPONENTS TOREMAIN.

9 WHEN PERFORMING DEMOLITION WORK, PROCEED WITH CAUTION, SHORE UP WHENREQUIRED, REMOVE NO STRUCTURAL ELEMENT UNLESS THE ARCHITECT HAS BEENCONSULTED AND THE STRUCTURAL ENGINEER HAS GRANTED APPROVAL.

10 ALL DEMOLISHED MATERIAL NOT OTHERWISE DESIGNATED BECOMES THE PROPERTY OF THECONTRACTOR AND SHALL BE REMOVED FROM THE SITE.

11 THE DEMOLITION INFORMATION SHOWN HAS BEEN TAKEN FROM EXISTING RECORDDOCUMENTS FROM THE ORIGINAL CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCIESIN THE WORK SHOWN, NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH WORK.

12 THE DESIGNER AND THE DESIGNERS CONSULTANTS ARE NOT RESPONSIBLE FORCONDITIONS DISCOVERED DURING CONSTRUCTION THAT DIFFER FROM THOSE INDICATED.THE CONTRACTOR, UPON MAKING SUCH A DISCOVERY, SHALL IMMEDIATELY NOTIFY THEDESIGNER AND OBTAIN A CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INQUESTION.

13 DURING THE DEMOLITION PHASE AND SUBSEQUENT NEW CONSTRUCTION, THE CONTRACTORSHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE EMERGENCY EGRESS FROM THEBUILDING AT ALL TIMES. CONTRACTOR MUST IMPLEMENT INTERIM LIFE SAFETY MEASURES,PROVIDE REVISED EGRESS MAPS, TRAIN STAFF ON PROCEDURES THAT ARE AFFECTED, ANDMAINTAIN FIRE WATCH WHEN REQUIRED DUE TO SYSTEM OUTAGE.

14 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DEMOLITIONSCOPE, NEW CONSTRUCTION SCOPE, IDENTIFICATION OF ANY DISCREPANCIES BETWEENTHE CONTRACT DOCUMENTS AND EXISTING CONDITIONS PRIOR TO BEGINNINGCONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND DESIGNER PRIOR TOPROCEEDING WITH WORK.

VICINITY MAP

MAX MAXIMUMMFR MANUFACTURERMIN MINIMUMMO MASONRY OPENINGMTL METALOC ON CENTEROD OVERFLOW DRAIN (COORD W/

PLUMBING)OH OPPOSITE HANDOS OVERFLOW SCUPPERPTD PAINTEDRD ROOF DRAINRWL RAIN WATER LEADER (COORD W/

PLUMBING)SIM SIMILARTD TRENCH DRAIN (COORD W/ PLUMBING)TME TO MATCH EXISTINGTOS TOP OF STEEL (COORD W/ STRUCTURAL)TYP TYPICALUNO UNLESS NOTED OTHERWISEVIF VERIFY IN FIELD

ACT ACOUSTICAL CEILING TILEADA AMERICAN'S W/ DISABILITIES ACTAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALUM ALUMINUMBLDG BUILDINGBO BOTTOM OFCFS CLEAR FLOOR SPACECJ CONTROL JOINTCLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSDET DETAILDIA DIAMETEREF EXHAUST FAN (COORD W/ MECHANICAL)EIFS EXTERIOR INSULATION AND FINISH

SYSTEMEJ EXPANSION JOINTEL ELEVATIONEQ EQUALEWC ELECTRIC WATER COOLER (COORD W/

PLUMBING)EXG EXISTINGEXT EXTERIORFD FLOOR DRAIN (COORD W/ PLUMBING)FE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISHED FLOOR ELEVATIONFHC FIRE HOSE CABINET (COORD W/

PLUMBING)FLR FLOORFRT FIRE RETARDANT TREATEDFV FIELD VERIFYGALV GALVANIZEDHM HOLLOW METAL

GENERALG100 DRAWING INDEX/PLAN REVIEW DATA/GENERAL INFORMATION

CIVILC100 GRADING AND DRAINAGE PLAN

DEMOLITIOND101 FIRST FLOOR DEMOLITION PLAND300 ROOF DEMOLITION PLAN

ARCHITECTURALA100 FIRST FLOOR PLANA200 FIRST FLOOR REFLECTED CEILING PLANA300 OVERALL ROOF PLAN AND DETAILSA350 ROOF DETAILSA400 EXTERIOR ELEVATIONSA475 WALL SECTIONS AND DETAILS

MECHANICALM101 DEMOLITION - FLOOR PLANM201 NEW CONSTRUCTION - FLOOR PLAN

ALLOWABLE (NOTE 1) PROPOSED DESIGNOCCUPANCY GROUP: OCCUPANCY GROUP:

CONSTRUCTION TYPE: 2B 2B (EXISTING)HEIGHT - STORIES (NOTE 3): 3 1 (EXISTING)HEIGHT - FEET (NOTE 2): 55'-0" 11'-0" (EXISTING)AREA PER FLOOR - SF (NOTE 2): 23,000 14,182 (EXISTING)

3401 Sidco Dr, Nashville, TN 37204

STAGING AREA PLAN

No. Description Date

R D R D R D R D R D R D R D R D R D R D R D S T S T S T S T S T S T S T S T S T S T S T S T S T S T

R

D

R

D

R

D

R

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EX. 100

EX. 100

99.8 EX. 100

EX. 100

99.9

99.2

99.3

99.85

99.7

EX. 100

99.3

ST

ST

ST

ST

EX. 100

EX. 100

EX. 100 EX. 100

99.45

C100

GRADING AND

DRAINAGE

PLAN

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SUITE A-5

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P (615) 756-4639



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1935 21st AVENUE SOUTH

NASHVILLE, TN 37212

(615) 385-4144

BUILDING

CONCRETE SIDEWALK

GRAVEL

LEGEND

0 5 10 15

(IN FEET)GRAPHIC SCALE

N

REMOVE GRASS AND REPLACE WITH BALLAST MULCH BED;

SEE DETAIL THIS SHEET

LOWER GRATE AS NECESSARY TO ACHIEVE POSITIVE DRAINAGE

FLOW LINE TO BE A MINIMUM 1% SLOPE

MINIMUM 2% CROSS SLOPE FROM WALLS TO FLOW LINE

CONNECT EXISTING ROOF DRAIN TO EXISTING CATCH BASIN

24 LF OF 6" PVC @ 1% MINIMUM SLOPE

PROVIDE 2 FEET OF COVER OVER STORM PIPE

EXISTING CATCH BASIN;

ADJUST CASTING AS NECESSARY

EXISTING DOWNSPOUT

EXISTING CATCH BASIN

NOTE

1. EXISTING SPOT ELEVATIONS ARE ASSUMED AND PROPOSED ELEVATIONS ARE BASED OFF OF ASSUMED

EXISTING ELEVATIONS.

NO SCALE

DOWNSPOUT COLLECTOR

B U

I L D

I N

G

1%

MIN

. SLO

PE

RECTANGULAR DOWNSPOUT

UNIVERSAL DOWNSPOUT CONNECTOR

(FERNCO No. UDSC-6C)

EXTEND 6" PVC 6"

ABOVE FIN. GRADE

6" NEOPRENE COM-

PRESSION CONNECTOR

6" PVC ROOF LEADER

(SDR35 UNLESS NOTED)

6" PVC 1/8 BEND

FINISH GRADE

CONNECT TO STORM

SEWER WITH SAN. WYE.

CAREFULLY AND THOROUGHLY COMPACT

PIPE BEDDING UNDER FITTING

6" CAST

IRON BEND

EXTEND DOWNSPOUT

MINIMUM 3" INTO

THE CONNECTOR

STORM PIPE & INLET

SPOT ELEVATION+ 91.8

R D R D

FLOW ARROW

FENCE

GENERAL NOTES

1. NO SURVEY WAS PROVIDED FOR THIS PROJECT. S&ME AND ANY OF THEIR CONSULTANTS SHALL NOT BE

HELD RESPONSIBLE FOR THE ACCURACY AND/OR COMPLETENESS OF THAT INFORMATION SHOWN HEREON

OR ANY ERRORS OR OMISSIONS RESULTING FROM SUCH.

2. THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS, (i.e. INVERTS, UTILITY ROUTINGS, UTILITY

CROSSINGS, AND DIMENSIONS) IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. REPORT ANY

DISCREPANCIES TO THE DESIGNER.

3. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. TAKE CARE TO PROTECT

UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE

CONTRACTOR'S EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.

THE CONTRACTOR SHALL CALL NATIONAL ONE CALL (811) 72 HOURS PRIOR TO PROCEEDING WITH ANY

EXCAVATION.

4. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND RECEIVE APPROVAL WHERE NECESSARY

BEFORE CONSTRUCTION.

5. ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE OR TO THE LOCAL GOVERNING AUTHORITY

SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

6. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT

PREVENTION AND CONSTRUCTION ISSUED BY AGC OF AMERICA, INC. AND THE SAFETY AND HEALTH

REGULATIONS OF CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR.

SITE GRADING & EROSION CONTROL NOTES

1. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED,

UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH

PERMANENT SOIL STABILIZATION.

2. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE STORM DRAIN CONNECTIONS AT

THE BUILDING WITH THE PLUMBING PLANS.

3. THE CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO

BEGINNING WORK AND REPORT ANY DISCREPANCIES TO THE ENGINEER.

4. THE CONTRACTOR SHALL ADJUST THE CASTINGS OF ALL NEW AND EXISTING STRUCTURES TO MATCH

PROPOSED FINISH GRADES.

5. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF AN ENGINEERED GRADING

DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE AND MOVEMENT OF MATERIALS.

SHOULD THE CONTRACTOR HAVE ANY QUESTION OF THE INTENT OR ANY PROBLEM WITH THE

CONTINUITY OF GRADES, THE ENGINEER SHALL BE CONTACTED IMMEDIATELY.

6. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO COMPACT FILL SUFFICIENTLY AROUND AND OVER ALL

PIPES, STRUCTURES, VALVE STEMS, ETC., INSIDE THE PROPOSED PAVED AREAS TO AVOID SETTLEMENT.

ANY SETTLEMENT DURING THE WARRANTY PERIOD SHALL BE RESTORED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

7. IN NO CASE SHALL SLOPE, HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING TRENCH

CONSTRUCTION, EXCEED THOSE SPECIFIED IN LOCAL, STATE AND FEDERAL REGULATIONS, SPECIFICALLY

THE CURRENT OSHA HEALTH AND SAFETY STANDARDS FOR EXCAVATIONS (29 CRF PART 1926) SHALL BE

FOLLOWED.

8. DO NOT DISTURB VEGETATION OR REMOVE TREES EXCEPT WHEN NECESSARY FOR GRADING PURPOSES.

9. ALL DRAINAGE CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE REQUIREMENTS

AND SPECIFICATIONS OF THE LOCAL GOVERNING AGENCY.

10. POSITIVE DRAINAGE SHALL BE ESTABLISHED AS THE FIRST ORDER OF WORK AND SHALL BE MAINTAINED

AT ALL TIMES DURING AND AFTER CONSTRUCTION.

11. PVC PIPE SHALL BE SDR 35 WITH SOIL TIGHT JOINTS.

12. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WASTE EXCESS EARTH MATERIAL OFF SITE AT NO

ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL FIRST OFFER THE EXCESS MATERIAL TO THE

OWNER. IF NOT ACCEPTED BY THE OWNER, THE CONTRACTOR SHALL DISPOSE OF EARTH MATERIAL OFF

SITE. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO IMPORT SUITABLE MATERIAL (AT NO

ADDITIONAL COST TO THE OWNER) FOR EARTHWORK OPERATIONS IF SUFFICIENT AMOUNTS OF EARTH

MATERIAL ARE NOT AVAILABLE ON SITE.

NO SCALE

BALLAST MULCH BED

3"

MIN

1"

NOTE:

1. CONTRACTOR SHALL REMOVE AND ERADICATE ALL EXISTING GRASSES

AND WEEDS IN D.S. AREAS AS REQUIRED WITH ROUND-UP OR OTHER

APPROVED HERBICIDE.

2. SUB-GRADES SHALL BE THOROUGHLY COMNPACTED BEFORE GRAVEL IS

INSTALLED.

3. CONTRACTOR SHALL SUBMIT A SAMPLE OF THE SPECIFIED AGGREGATE TO

THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.

4. GRAVEL SHALL BE SPREAD TO A MINIMUM DEPTH OF 3", RAKED,

DAMPENED, ROLLED AND BROOMED TO AN EVEN FINISH.

5. AGGREGATE SHALL BE RINSED THOROUGHLY TO REMOVE DEBRIS.

6. CONTRACTOR SHALL APPLY PRE-EMERGENT HERBICIDE TO WEED-FREE

GRAVEL AREAS.

ROOF BALLAST MATERIAL

SIDEWALK, WHERE

APPLICABLE

LANDSCAPE FABRIC,

TYPAR OR EQUIVALENT

COMPACTED SUBGRADE

EXISTING DOWNSPOUTEXISTING DOWNSPOUT

EXISTING DOWNSPOUT

ASSUMED EXISTING STORM

LINE LOCATION; CONTRACTOR

TO FIELD LOCATE AND REPORT

SIZE AND DEPTH TO DESIGNER

CONNECT EXISTING ROOF DRAIN TO PROPOSED STORM LINE



CONNECT EXISTING ROOF DRAIN TO EXISTING STORM LINE



ASSUMED EXISTING STORM

LINE LOCATION; CONTRACTOR

TO FIELD LOCATE AND REPORT

SIZE AND DEPTH TO DESIGNER

REMOVE GRASS AND REPLACE WITH BALLAST MULCH BED;

SEE DETAIL THIS SHEET

REPAIR EROSION UNDER SIDEWALK

AND RE-GRADE TO ENSURE POSITIVE

DRAINAGE

FACILITY TO REMOVE EXISTING FENCE

68 LF OF PVC @ 1% MINIMUM SLOPE;

MATCH SIZE OF EXISTING STORM LINE;

PROVIDE 2 FEET OF COVER OVER STORM PIPE;

PROPOSED CLEANOUT

PROPOSED CLEANOUT

NOTE

1. EXISTING SPOT ELEVATIONS ARE ASSUMED AND PROPOSED ELEVATIONS ARE BASED OFF OF ASSUMED

EXISTING ELEVATIONS.

RE-GRADE COURT YARD TO PROVIDE POSITIVE

DRAINAGE TO CATCH BASIN; PROVIDE MINIMUM

1% FALL TO CATCH BASIN.

ALTERNATE NO. 2 - EXTERIOR CONCRETE

FLATWORK, GRADING AND DRAINAGE

111 222

1 2 1 2 1 2

3

4

5

STORAGE118

6 7 8 9

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DEMOLITION KEY NOTES1 EXG WINDOW SYSTEM TO BE REMOVED2 EXG CONC SILLS TO BE REMOVED FOR INSTALLATION OF

WINDOW FLASHING, CLEANED AND REINSTALLED3 EXG FENCE TO BE REMOVED4 EXG FENCE TO REMAIN5 EXG CONC PAD TO BE REMOVED6 EXG LARGE STORAGE UNITS TO BE REMOVED BY OWNER;

STORAGE ROOM ONLY7 EXG VCT FLOORING TO BE REMOVED AND CONC SURFACE

PREPARED TO RECEIVE NEW FINISH; STORAGE ROOM ONLY8 EXG 2X4 ACT CEILING TILE AND GRID TO BE REMOVED;

STORAGE ROOM ONLY9 PREPARE EXG WALLS TO RECEIVE NEW PAINT; STORAGE ROOM

ONLY

1 FIRST FLOOR DEMOLITION PLAN N

48 FEET0 8 16 32

ALTERNATE NO.1 - EXTERIOR ALUMINUM WINDOWS AND ASSOCIATED FLASHING

ALTERNATE NO.2 - EXTERIOR CONCRETE FLATWORK, GRADING AND DRAINAGE

ALTERNATE NO.3 - STORAGE ROOM INTERIOR FINISHES

ALTERNATE NO.4 - 90MIL EPDM IN LIEU OF 60MIL


EXG ROOF HATCH TO BEREPLACED

EXG ROOFTOP EQUIPMENT TO REMAIN, EXG MECHANICAL CURBS TO BE REPLACED, TYP

EXG EXPANSION JOINT TOBE REPLACED

EXG ROOF SYSTEM TO BE REMOVED AND REPLACED W/ NEWFULLY ADHERED EPDM ROOFING SYSTEM

EXG GUTTERS AND DOWNSPOUTS TO BE REMOVE AND REPLACED W/ NEW

EXG BALLAST TO BE REMOVED AND RETURNED TO OWNER

FV67' - 4"

FV94' - 1 3/4"

FV31

' - 6

"

FV

67' -

4"

FV119' - 10 3/4"

FV41' - 7"

FV22

' - 0

"

FV

58' -

10"

FV40

' - 0

"

*NOTE: EXISTING REMOVED BALLAST TO BE STORED ON-SITE, COORD LOCATION W/ OWNER

RD

RD

EXG ROOF DRAINS TO BE ABANDONED, TYP, REMOVE INTERIOR PIPE TO FLOOR AND CAP

EXG THRU-WALL FLASHING TO BE REPLACED, COORD W/ 1/A350

Project Number:

Date

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REVISIONS

D300

A93-1020172018-03-30

RWWJ

ROOF DEMOLITIONPLAN

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N

48 FEET0 8 16 32

OVERALL ROOF DEMOLITION PLAN






EXISTING WALL PARTITION TO REMAIN

EXISTING CONSTRUCTION

WALL LEGEND

REFER TO THE G150 SERIES SHEETS FOR PARTITION TYPES AND DETAILS

PARTITION TYPE00

A4001

A4003

A4004

A4002

1A475

2A475

STORAGE

CORR

67' - 4" 94' - 1 3/4"

85' - 11"

40' -

0"

58' -

10"

22' -

0"

41' - 7" 32' - 11 1/4"NOT IN PROJECT SCOPE NOT IN PROJECT SCOPE

OFFICE OFFICE OFFICE

UP

6' - 0" 12' - 0" 10' - 0"

FV6'

- 2

1/4"

1

2

333

3 3 34 5

6 7

CLR

4' -

4"

LEGEND

RE-GRADE AREA TO SLOPE GRADE TO EXISTING DRAINAGE BASIN, COORD W/ CIVIL DRAWINGS

Project Number:

Date

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P (615) 756-4639



REVISIONS

A100

A93-1020172018-03-30

RWWJ

FIRST FLOOR PLAN

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NOTED PLAN GENERAL NOTES1 REFER TO SHEET G100 FOR CODE REVIEW DATA.

1 FIRST FLOOR NOTED PLAN N

48 FEET0 8 16 32

FLOOR PLAN KEY NOTES1 NEW CONC SIDEWALK AND RAMP2 EXG CONC SIDEWALK TO REMAIN3 NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS4 EXG DRAINAGE IN AREA-WAY TO BE MODIFIED; GRADE

SHALL SLOPE TO EXG DRAINAGE BASIN5 EXG MECH UNIT TO REMAIN; CONDENSER LINES TO BE

REPLACED W/ NEW RELOCATED LINES THRU MASONRY6 SEAL CONC FLOOR; STORAGE ROOM ONLY7 WALLS TO RECEIVE NEW PAINT; STORAGE ROOM ONLY






EXISTING WALL PARTITION TO REMAIN

EXISTING CONSTRUCTION

WALL LEGEND

REFER TO THE G150 SERIES SHEETS FOR PARTITION TYPES AND DETAILS

PARTITION TYPE00

CEILING LEGENDEXIT LIGHT (COORDINATE WITH ELECTRICAL LIGHTING PLAN)

2' x 4' RECESSED FLUORESCENT LIGHT FIXTURE

2' x 2' RECESSED FLUORESCENT LIGHT FIXTURE

RETURN REGISTER (SIZE VARIES)COORDINATE WITH MECHANICAL

SUPPLY DIFFUSER (SIZE VARIES)COORDINATE WITH MECHANICAL

EXTERIOR WALL MOUNTED LIGHT, COORDINATE WITH ELECTRICAL

EXISTING CEILING TO REMAIN

EXPOSED CEILING

2' x 4' ACOUSTICAL CEILING TILE

DENOTES CEILING HEIGHT ABOVE FINISHED FLOORUNLESS OTHERWISE NOTED.

EXTG

EXP

X' - X"

STORAGE

CORR

OPENOFFICE /

CONFERENCE


8' - 2"FV

COORD CEILING HEIGHT W/ EXG HVAC EQUIPMENT ABOVE CEILING

Project Number:

Date

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P (615) 756-4639



REVISIONS

A200

A93-1020172018-03-30

WJWJ

FIRST FLOORREFLECTED

CEILING PLAN

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REFLECTED CEILING PLAN GENERAL NOTES1 CONTRACTOR TO COORDINATE ALL ABOVE CEILING DUCTWORK, PIPES,

ETC. TO MEET CEILING HEIGHTS AS SHOWN ON DRAWINGS.2 PROVIDE ONE SUPPORT HANGER AT EACH CORNER OF SUSPENSION

CEILING SYSTEM AT PERIMETER OF CEILING MOUNTED LIGHT FIXTURES.CEILING LIGHT FIXTURES, DIFFUSERS AND GRILLES ARE TO BEINDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE.

3 COORD NEW CEILING HEIGHT WITH EXISTING MECHANICAL UNITS INSTORAGE ROOM.

4 CENTER CEILING GRIDS IN BOTH DIRECTIONS OF SPACE UNLESS NOTEDOTHERWISE.

5 CENTER ALL LIGHT FIXTURES, DEVICES, AND SPRINKLER HEADS INCEILING TILES.

1 FIRST FLOOR REFLECTED CEILING PLAN N

48 FEET0 8 16 32






1A475

2A475

FV67' - 4"

FV59' - 7 1/4"

FV10' - 0"

FV24' - 6 1/2"

FV31

' - 6

"67

' - 4

"

FV119' - 10 3/4"

FV41' - 7"

FV20

' - 2

1/2

"FV

58' -

10"

FV22

' - 0

"

NEW FULLY ADHERED EPDM ROOFING SYSTEM

EXG ROOF HATCH TO BEREPLACED

EXG ROOFTOP EQUIPMENT TO REMAIN, EXG MECHANICAL CURBS TO BE REPLACED, TYP

EXG EXPANSION JOINT TOBE REPLACED

30"X30" WALKWAY PADS

NEW CONCRETE SPLASH BLOCKS AT DOWNSPOUTS

3A300

3A300

ROOF ACCESS LADDER W/ PLATFORM, SEE DETAIL 4/A475

1A350 4

A350

5A350

5A350

5A350 TYP

INFILL OPENING IN EXG CONC SLAB W/ NEW CONC & REINFORCING AS REQUIRED

6A350

FULLY ADHERED 60MIL EPDM ROOF MEMBRANE

1/2" COVER BOARD

R-30 MIN RIGID INSULATION

EXG CONC ROOF STRUCTURE TO REMAIN

SLOPE TO GUTTERS, TYP


1/2" COVER BOARD



SLOPE TO GUTTERS, TYP

BONDING ADHESIVE

2X PT WD BLOCKING

PREFABRICATED ALUM GUTTER

PREFABRICATED ALUM FASCIA W/ CONT GALVANIZED CLEAT

6" WIDE PRESSURE SENSITIVE SECURING FLASHING

SELF-ADHERED MEMBRANE FLASHING, LAP OVER CONC ROOF SLAB 8" MIN

NEW BRICK VENEER ABOVE WINDOW TO MATCH EXG

OVERLAP WD BLOCKING AND BRICK TO PROVIDE A POSITIVE SEAL

Project Number:

Date

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Checked by


P (615) 756-4639



REVISIONS

A300

A93-1020172018-03-30

RWWJ

OVERALL ROOFPLAN AND DETAILS

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ROOF PLAN GENERAL NOTES1 MINIMUM ROOF SLOPE SHALL BE 1/4" PER FOOT.2 PROVIDE CRICKETS WHERE REQUIRED FOR PROPER DRAINAGE.3 ALL INSIDE AND OUTSIDE CORNERS OF COPINGS AND FASCIAS SHALL

BE PRE-FABRICATED.

1 OVERALL ROOF PLAN N

48 FEET0 8 16 32

2 TYP ROOF ASSEMBLY

0 3 6 12 INCHES

3 DETAIL - GUTTER - TYP

0 3 6 12 INCHES






BONDING ADHESIVE

3" SPLICE TAPE


1/2" COVER BOARD



FULLY ADHERED 60MIL EPDM ROOF MEMBRANE, EXTEND 8" MIN UP WALL SURFACE

CONT ALUM REGLET AND COUNTERFLASHING

WATERBLOCK BY ROOF MEMBRANE MANUF

CONT TERMINATION BAR W/ SEALANT

8" M

IN8"

MIN

REMOVE/REPLACE/REINSTALL BRICK VENEER AS REQUIRED FOR INSTALLATION OF NEW FLASHING

SELF-AHERED MEMBRANE FLASHING, LAP OVER TERMINATION BAR

THRU-WALL FLASHING

WEEP HOLES @ 24" OC


EXG PENETRATING PIPE OR COLUMN

WATER CUT-OFF MASTIC

CLAMP RING

PRE-MOLDED PIPE SEAL

LAP SEALANT

SEAL MEMBRANE TO PIPE

SPILICING CEMENT



1/2" COVER BOARD


EPDM MEMBRANE FLASHING, ENTEND OVER FACE OF PIPE

2X PT WD BLOCKING



1/2" COVER BOARD


MECHANICAL EQUIPMENT TO REMAIN

EPDM MEMBRANE FLASHING, ENTEND OVER FACE OF CURB

CONT SEALANT, ENTIRE PERIMETER

8" M

IN

1/2" EXT SHEATHING ON 3 5/8" MTL STUDS

PT WD BLOCKING, COORD DEPTH W/ SLOPED INSULATION

COMPRESSIBLE TUBE, MINIMIZE HEIGHT SO DRAINING WATER IS NOT IMPEDED



1/2" COVER BOARD


COMPRESSIBLE INSULATION W/ INSULATION RETAINER

EPDM MEMBRANE FLASHING

PT WD BLOCKING, COORD DEPTH W/ SLOPED INSULATION

COMPRESSIBLE TUBE, MINIMIZE HEIGHT SO DRAINING WATER IS NOT IMPEDED

EXG MTL DECK ROOF STRUCTURE TO REMAIN


1/2" COVER BOARD


COMPRESSIBLE INSULATION W/ INSULATION RETAINER

EPDM MEMBRANE FLASHING



1/2" COVER BOARD



FULLY ADHERED 60MIL EPDM ROOF MEMBRANE, EXTEND UP WALL SURFACE

CONT TERMINATION BAR & ALUM FLASHING W/ DRIP

SELF-ADHERED MEMBRANE FLASHING, EXTEND UP WALL AND LAP TERMINATION BAR

EXPANSION JOINT MATERIAL

2X BUILT-UP PT WD BLOCKING

EXG PRECAST CONC WALL TO REMAIN


2X PT WD BLOCKING



1/2" COVER BOARD


INSULATED ROOF HATCH

EPDM MEMBRANE FLASHING, ENTEND OVER FACE OF CURB

CONT SEALANT, ENTIRE PERIMETER

PREFABRICATED INSULATED CURB

FV EXG ROOF HATCH OPENING SIZE

8" M

IN

STEEL PIPE GUARD RAIL W/ HIGH-PERFORMANCE COATING

Project Number:

Date

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P (615) 756-4639



REVISIONS

A350

A93-1020172018-03-30

RWWJ

ROOF DETAILS

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1 DETAIL - ROOF AT BRICK VENEER

0 3 6 12 INCHES

2 DETAIL - EXG VENT PIPE 3 DETAIL - AT EXG ROOFTOP EQUIPMENT

6 24 INCHES120 6 24 INCHES120

4 DETAIL - EXPANSION JOINT AT CONC DECK

6 24 INCHES120

5 DETAIL - EXPANSION JOINT AT MTL DECK

6 24 INCHES120

6 DETAIL - ROOF AT PRECAST WALL

0 3 6 12 INCHES

7 DETAIL - ROOF HATCH

6 24 INCHES120






NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS AND HOPPER

NEW PREFABRICATED ALUM GUTTER AND DOWNSPOUTS, TYP

Level 1

2A475NEW ALUM WINDOW SYSTEM W/ 1"

INSULATED GLASS AND HOPPER

FV15' - 5"

FV15' - 5"

FV15' - 5"

FV2'

- 10

"

EXG CONC SILLS TO BE REMOVED FOR INSTALLATION OF WINDOW FLASHING, CLEANED AND REINSTALLED


ROOF ACCESS LADDER W/ PLATFORM, BEYOND

NEW BRICK VENEER ABOVE WINDOWS TO MATCH EXG, TYP

Level 1

1A475

FV11' - 6"

FV15' - 6"

FV15' - 6"

FV5' -

6"



FV10

' - 0

1/2

"


NEW STL HANDRAIL W/ HIGH PERFORMANCE EXTERIOR PAINT

NEW CONC RAMP, 1:12 MAX SLOPE

ROOF ACCESS LADDER W/ PLATFORM, BEYOND

NEW BRICK VENEER ABOVE WINDOWS TO MATCH EXG

REMOVE AND REPLACE EXG SPALLING BRICK W/ NEW BRICK VENEER TO MATCH EXG


NEW STL HANDRAIL W/ HIGH PERFORMANCE EXTERIOR PAINT

NEW CONC RAMP

3' -

6"

1 ELEVATION - SOUTH

0 8 16 24 FEET

2 ELEVATION - WEST

0 8 16 24 FEET

3 ELEVATION - EAST

0 8 16 24 FEET

4 ELEVATION - NORTH

0 8 16 24 FEET

Project Number:

Date

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REVISIONS

A400

A93-1020172018-03-30

RWWJ

EXTERIORELEVATIONS

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TYP ROOF ASSEMBLY, COORD W/ 2/A300

A3003

BRICK VENEER ABOVE WINDOWS TO BE REPLACED W/ NEW BRICK VENEER, TYP

A4753

FV5' -

6"




TYP ROOF ASSEMBLY, COORD W/ 2/A300

A3003

BRICK VENEER ABOVE WINDOWS TO BE REPLACED W/ NEW BRICK VENEER, TYP

A4753

FV2'

- 10

"

EXG CONC STRUCTURE TO REMAIN

SELF-ADHERED MEMBRANE FLASHING

NEW BRICK VENEER ABOVE WINDOW TO MATCH EXG

SELF-AHERED MEMBRANE FLASHING, LAP OVER TERMINATION BAR


THRU-WALL FLASHING

WEEP HOLES @ 24" OC

SS FLASHING W/ BACK DAM, END DAMS AND DRIP

EXG STL ANGLE TO REMAIN, CLEAN AND PREP TO RECEIVE NEW BRICK/FLASHING

CONT BACKER ROD AND SEALANT, BOTH SIDES, TYP

SHIM AS REQUIRED

NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS AND HOPPER; GLAZING AND FRAME COLOR SHALL MATCH EXG

HEAD

SELF-ADHERED MEMBRANE FLASHING EXG CMU WALL TO

REMAIN


SHIM AS REQUIRED

EXG BRICK VENEER TO REMAIN


JAMB

EXG CMU WALL TO REMAIN


SHIM AS REQUIRED

SILL

ALUM SILL FLASHING W/ DRIP, END DAMS AND BACK DAM, IN SEALANT BED, ALL JOINTS SEALED WATER-TIGHT


THRU-WALL FLASHING, LAP OVER CMU SILL

WEEP HOLES @ 24" OC

SS FLASHING W/ BACK DAM, END DAMS AND DRIP

NEW BRICK VENEER BELOW CONC SILL, MATCH EXG COLOR AND TEXTURE


ATTACHMENT BRACKET BY LADDER MANUF; ATTACH TO STRUCTURE, DO NOT ATTACH TO FACE BRICK

2' X 2' SERRATED PLATFORM

3' -

6"7

1/2"

CLR4"

1' -

0"1'

- 0"

1' -

0"

C LC L

C L

3' -

8 1/

2"

ALUM SERRATED GRAB BARS

EXG ROOF CONSTRUCTION TO REMAIN

REMOVE/REINSTALL BRICK VENEER AS REQUIRED FOR INSTALLATION OF ATTACHMENT BRACKETS

FV

COORD DEPTH W/ GUTTER

2' - 0"

ALUM TUBULAR LADDER

ALUM SERRATED RUNGS

Project Number:

Date

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P (615) 756-4639



REVISIONS

A475

A93-1020172018-03-30

RWWJ

WALL SECTIONSAND DETAILS

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171 SECTION - EAST WALL AT STORAGE

4 FEET3210

2 SECTION - WEST WALL AT AREA WAY

4 FEET3210

3 DETAIL - WINDOW, TYP

0 3 6 12 INCHES






4 DETAIL - ROOF LADDER

6 24 INCHES120

STORAGE118

EXISTING GAS PIPINGTO BE REMOVED

EXISTING GAS PIPINGTO REMAIN

EXISTING GAS PIPINGTO REMAIN

EXISTING REFRIGERANTPIPING TO REMAIN

EXISTING REFRIGERANTPIPING TO REMAIN

EXISTING CONDENSING UNITTO REMAIN.

EXISTING INDOOR UNIT TO REMAIN.

EXISTING DISCONNECT SWITCH TO BE REMOVED

EXISTING DISCONNECTSWITCH TO BE REMOVED

DEMOLITION LEGEND

WALL TYPE DESCRIPTION

EXISTING WORK TO BE DEMOLISHED

EXISTING WORK TO REMAIN

Project Number :

BIRMINGHAM

TUSCALOOSA

JACKSON

NASHVILLE

www.edmondsengineering.com

(205) 988-2069

(205) 752-9915

(601) 362-6478

(615) 265-8071

Trusted Engineering Solutions

EDMONDS

Project Number:

Date

Drawn by

Checked by


P (615) 756-4639



REVISIONS

BNA16069

ME101

A93-102017

2018-03-30

CAD

PM

DEMOLITION -FLOOR PLAN

RE

RO

OF

AN

D F

AC

ILIT

Y U

PD

AT

EN

AS

HV

ILL

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DA

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SO

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. 361/0

67-0

1-2

017

1DEMOLITION - FIRST FLOOR PLAN

0 8 16 24 FEET

N

2Demolition Legend


STORAGE

CORR


UP

RECONNECT TO EXISTINGGAS PIPING INSIDE BLDG.

NEW GAS PIPING ROUTEDTHRU WALL. SEAL WATERTIGHT. ALL NEW PIPE SHALLMATCH EXISTING AND BE OFSAME SIZE AS EXISTING. FIELDVERIFY EXACT SIZE.

RECONNECT TO EXISTINGGAS PIPING OUTSIDE BLDG.

RECONNECT TO EXISTINGREFRIGERANT PIPING INSIDE BLDG.

NEW REFRIGERANT PIPING ROUTEDTHRU WALL. SEAL WATERTIGHT. ALL NEW PIPING SHALLMATCH EXISTING AND BE OFSAME SIZE AS EXISTING. FIELDVERIFY EXACT SIZE.

EXISTING DISCONNECT SWITCH TO BEREMOUNTED ON NEW EXTERIOR ANDRECONNECTED TO EXISTING FEEDER

EXISTING DISCONNECT SWITCH TO BEREMOUNTED ON NEW EXTERIOR ANDRECONNECTED TO EXISTING FEEDER

NEW WORK LEGEND

WALL TYPE DESCRIPTION

NEW WORK

CONNECTION TO EXISTING

EXISTING WORK TO REMAIN

Project Number :

BIRMINGHAM

TUSCALOOSA

JACKSON

NASHVILLE

www.edmondsengineering.com

(205) 988-2069

(205) 752-9915

(601) 362-6478

(615) 265-8071

Trusted Engineering Solutions

EDMONDS

Project Number:

Date

Drawn by

Checked by


P (615) 756-4639



REVISIONS

BNA16069

ME201

A93-102017

2018-03-30

CAD

PM

NEWCONSTRUCTION -

FLOOR PLAN

RE

RO

OF

AN

D F

AC

ILIT

Y U

PD

AT

EN

AS

HV

ILL

E,

DA

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SO

N C

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N

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. 361/0

67-0

1-2

017

1NEW CONSTRUCTION - FIRST FLOOR PLAN

0 8 16 24 FEET

N

2New Work Legend


johnson - tn.gov section 01 41 15 of project manual for further information ii. building occupancy...

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