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
2018
-03-
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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
Checked by
907 RIVERGATE PKWY,SUITE A-5GOODLETTSVILLE, TN 37072
P (615) 756-4639
WWW.JAARCHITECTS.COM
JOHNSON + ASSOCIATES ARCHITECTS, INC
REVISIONS
G100
A93-1020172018-03-30
RWWJ
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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
D
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
Project Number:
Date
Drawn by
Checked by
907 RIVERGATE PKWY,
SUITE A-5
GOODLETTSVILLE, TN 37072
P (615) 756-4639
WWW.JAARCHITECTS.COM
JOHNSON + ASSOCIATES ARCHITECTS, INC
REVISIONS
A93-102017
2018-03-30
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No. Description Date
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
4 LF OF 6" PVC @ 1% MINIMUM SLOPE
PROVIDE 2 FEET OF COVER OVER STORM PIPE
CONNECT EXISTING ROOF DRAIN TO EXISTING STORM LINE
4 LF OF 6" PVC @ 1% MINIMUM SLOPE
PROVIDE 2 FEET OF COVER OVER STORM PIPE
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
Project Number:
Date
Drawn by
Checked by
907 RIVERGATE PKWY,SUITE A-5GOODLETTSVILLE, TN 37072
P (615) 756-4639
WWW.JAARCHITECTS.COM
JOHNSON + ASSOCIATES ARCHITECTS, INC
REVISIONS
D101
A93-1020172018-03-30
RWWJ
FIRST FLOORDEMOLITION PLAN
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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
No. Description Date
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
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907 RIVERGATE PKWY,SUITE A-5GOODLETTSVILLE, TN 37072
P (615) 756-4639
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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
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
No. Description Date
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
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Date
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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
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
No. Description Date
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
OFFICE OFFICE OFFICE
8' - 2"FV
COORD CEILING HEIGHT W/ EXG HVAC EQUIPMENT ABOVE CEILING
Project Number:
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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
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
No. Description Date
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
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
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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JOHNSON + ASSOCIATES ARCHITECTS, INC
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
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
No. Description Date
BONDING ADHESIVE
3" SPLICE TAPE
FULLY ADHERED 60MIL EPDM ROOF MEMBRANE
1/2" COVER BOARD
R-30 MIN RIGID INSULATION
EXG CONC ROOF STRUCTURE TO REMAIN
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
CONT TERMINATION BAR W/ SEALANT
EXG PENETRATING PIPE OR COLUMN
WATER CUT-OFF MASTIC
CLAMP RING
PRE-MOLDED PIPE SEAL
LAP SEALANT
SEAL MEMBRANE TO PIPE
SPILICING CEMENT
EXG CONC ROOF STRUCTURE TO REMAIN
FULLY ADHERED 60MIL EPDM ROOF MEMBRANE
1/2" COVER BOARD
R-30 MIN RIGID INSULATION
EPDM MEMBRANE FLASHING, ENTEND OVER FACE OF PIPE
2X PT WD BLOCKING
EXG CONC ROOF STRUCTURE TO REMAIN
FULLY ADHERED 60MIL EPDM ROOF MEMBRANE
1/2" COVER BOARD
R-30 MIN RIGID INSULATION
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
EXG CONC ROOF STRUCTURE TO REMAIN
FULLY ADHERED 60MIL EPDM ROOF MEMBRANE
1/2" COVER BOARD
R-30 MIN RIGID INSULATION
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
FULLY ADHERED 60MIL EPDM ROOF MEMBRANE
1/2" COVER BOARD
R-30 MIN RIGID INSULATION
COMPRESSIBLE INSULATION W/ INSULATION RETAINER
EPDM MEMBRANE FLASHING
EXG CONC ROOF STRUCTURE TO REMAIN
FULLY ADHERED 60MIL EPDM ROOF MEMBRANE
1/2" COVER BOARD
R-30 MIN RIGID INSULATION
EXG CONC ROOF STRUCTURE TO REMAIN
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
CONT TERMINATION BAR W/ SEALANT
2X PT WD BLOCKING
EXG CONC ROOF STRUCTURE TO REMAIN
FULLY ADHERED 60MIL EPDM ROOF MEMBRANE
1/2" COVER BOARD
R-30 MIN RIGID INSULATION
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
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JOHNSON + ASSOCIATES ARCHITECTS, INC
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
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
No. Description Date
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
NEW PREFABRICATED ALUM GUTTER AND DOWNSPOUTS, TYP
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"
NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS AND HOPPER
EXG CONC SILLS TO BE REMOVED FOR INSTALLATION OF WINDOW FLASHING, CLEANED AND REINSTALLED
FV10
' - 0
1/2
"
NEW PREFABRICATED ALUM GUTTER AND DOWNSPOUTS, TYP
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 PREFABRICATED ALUM GUTTER AND DOWNSPOUTS, TYP
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:
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REVISIONS
A400
A93-1020172018-03-30
RWWJ
EXTERIORELEVATIONS
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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
No. Description Date
NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS AND HOPPER
EXG CONC SILLS TO BE REMOVED FOR INSTALLATION OF WINDOW FLASHING, CLEANED AND REINSTALLED
PREFABRICATED ALUM GUTTER
TYP ROOF ASSEMBLY, COORD W/ 2/A300
A3003
BRICK VENEER ABOVE WINDOWS TO BE REPLACED W/ NEW BRICK VENEER, TYP
A4753
FV5' -
6"
NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS AND HOPPER
EXG CONC SILLS TO BE REMOVED FOR INSTALLATION OF WINDOW FLASHING, CLEANED AND REINSTALLED
PREFABRICATED ALUM GUTTER
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
CONT TERMINATION BAR W/ SEALANT
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
NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS AND HOPPER; GLAZING AND FRAME COLOR SHALL MATCH EXG
SHIM AS REQUIRED
EXG BRICK VENEER TO REMAIN
CONT BACKER ROD AND SEALANT, BOTH SIDES, TYP
JAMB
EXG CMU WALL TO REMAIN
NEW ALUM WINDOW SYSTEM W/ 1" INSULATED GLASS AND HOPPER; GLAZING AND FRAME COLOR SHALL MATCH EXG
SHIM AS REQUIRED
SILL
ALUM SILL FLASHING W/ DRIP, END DAMS AND BACK DAM, IN SEALANT BED, ALL JOINTS SEALED WATER-TIGHT
CONT BACKER ROD AND SEALANT, BOTH SIDES, TYP
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
EXG CONC SILLS TO BE REMOVED FOR INSTALLATION OF WINDOW FLASHING, CLEANED AND REINSTALLED
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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REVISIONS
A475
A93-1020172018-03-30
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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
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
No. Description Date
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
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907 RIVERGATE PKWY,SUITE A-5GOODLETTSVILLE, TN 37072
P (615) 756-4639
WWW.JAARCHITECTS.COM
JOHNSON + ASSOCIATES ARCHITECTS, INC
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
E,
DA
VID
SO
N C
OU
NT
Y, T
N
JO
INT
FO
RC
ES
HE
AD
QU
AT
ER
S
SB
C P
RO
J.
No
. 361/0
67-0
1-2
017
1DEMOLITION - FIRST FLOOR PLAN
0 8 16 24 FEET
N
2Demolition Legend
No. Description Date
STORAGE
CORR
OFFICE OFFICE OFFICE
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
907 RIVERGATE PKWY,SUITE A-5GOODLETTSVILLE, TN 37072
P (615) 756-4639
WWW.JAARCHITECTS.COM
JOHNSON + ASSOCIATES ARCHITECTS, INC
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
VID
SO
N C
OU
NT
Y, T
N
JO
INT
FO
RC
ES
HE
AD
QU
AT
ER
S
SB
C P
RO
J.
No
. 361/0
67-0
1-2
017
1NEW CONSTRUCTION - FIRST FLOOR PLAN
0 8 16 24 FEET
N
2New Work Legend
No. Description Date
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