11 - BKTZ122014 Drawings.pdf
PDF 31 MB Posted
- Attached to
- Convert Bldg 740 Deployment Processing Center Federal contract opportunity
- Solicitation number
- W50S9720B0001
- Issued by
- Department of the Army National Guard
About this file
This solicitation seeks bids for renovating a building at Berry Field Air National Guard Base in Nashville, Tennessee to convert it into a deployment processing center, physical fitness center, and administrative facility. Key details include renovating 12,400 square feet to include selective demolition, new plumbing, electrical, doors and openings, supplemental roof beams and trusses, rubber mat flooring, restrooms, HVAC, sprinklers, and finishes. Additive bid items include bleachers and floor finish. The contract duration is 365 days with a magnitude between $1 million to $5 million. The NAICS code is 236220 and it is 100% set aside for small businesses. The pre-bid conference is TBD with questions due 5 days prior by email. Bids are due on-or about a date in the solicitation. Plans and specifications are available on BetaSAM.GOV requiring registration and an MPIN. The Department of the Army National Guard is the issuing agency.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Attendance Roster.pdf | ||
| Abstract of Offers_OF1419.pdf | ||
| QA_34-50_W50S97-20-B-0001.pdf | ||
| 17570-M1.1.pdf | ||
| QA_2 W50S97-20-B-0001 13-33.pdf | ||
| 17570-M3.1.pdf | ||
| W50S9720B0001-0001 Amendment 02 Convert Deployment Processing Ctr B740.pdf | ||
| QA_1-12_W50S97-20-B-0001.pdf | ||
| Addendum 1 Specifications 6-24-2020.pdf | ||
| Addendum 1 Drawings 6-24-2020.pdf | ||
| W50S9720B0001-0001 Amendment 01 Convert Deployment Processing Ctr B740.pdf | ||
| B740 Site Visit Slides 18 June 2020.pdf | ||
| Preproposal minutes W50S9720B0001.pdf | ||
| B740 PreBid Conference Sign In Sheet.pdf | ||
| JA-ALC.pdf | ||
| 10 - BKTZ122014 Specifications (1).pdf | ||
| W50S9720B0001 Convert Deployment Processing Ctr B740.pdf |
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Text version
TENNESSEE AIR NATIONAL GUARDTENNESSEE AIR NATIONAL GUARD
BKTZ122014
CONVERT FOR DEPLOYMENT PROCESSING CENTER, BUILDING 740
BKTZ122014
CONVERT FOR DEPLOYMENT PROCESSING CENTER, BUILDING 740
13 MARCH 2019
118 WING/CE
PROJECT REVIEW
DATE
DATE
DATE
DATE
DATE
DATE
ATO
SECURITY
PROJECT MANAGER
USING ORGANIZATION
ENVIRONMENTAL MANAGEMENT
COMMUNICATIONS
FIRE DEPARTMENT DATE
DATEGROUND SAFETY
DATEWING / CC
DATECIVIL ENGINEER
DATECONTRACTING OFFICER
INDEX
LO
C
A
TI
O N
M A
P, D
R A
W
IN
G L
IS
T
A N
D N
O
TE
S
H
U S
PF
O
B
D
R A
W
IN
G S
I
N D
E X
RJB
CJS
DRAWING LIST
LOCATION MAP
PROJECT SITE
BLDG 740
CONSTRUCTION ACCESS ROUTE
NASHVILLE
LEGEND
STAGING / POV
PARKING AREA
GENERAL NOTES
PROJECT CONTACTS
CONSTRUCTION SITE ACCESS NOTES
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BKTZ122014
03.13.19
0 20 40 60
SCALE: 1" = 20'
SEAL COAT EXISTING PARK SPACES
(TYP. OF 5 SPACES)
SAW CUT AND REMOVE EXISTING ASPHALT AND BASE STONE
(TYP.)
REMOVE EXISTING SIDEWALK
SAW CUT AT NEAREST JOINT AND REMOVE EXISTING SIDEWALK
DEMOLITION
1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY
C2RL ENGINEERS INC. ON JANUARY 26, 2017.
2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS INC. ON 23
MARCH 2018 AT FIRE HYDRANT #17. RESULTS ARE NOMINAL ONLY
AND ARE AS FOLLOWS:
FIRE HYDRANT #17:
- STATIC PRESSURE: 85 psig
- RESIDUAL PRESSURE: 73 psig AT 1,350 GPM
3. LOCATION OF EXISTING ABOVE GROUND AND UNDERGROUND
UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY,
AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY
EXIST ON THE PROJECT SITE. CONTRACTOR SHALL REQUEST
LOCATION OF ALL EXISTING UTILITIES FROM CONTRACTING
OFFICER'S REPRESENTATIVE (COR) PRIOR TO BEGINNING
CONSTRUCTION. CONTRACTOR SHALL ASSUME RESPONSIBILITY
FOR ANY DAMAGE TO THE UTILITY LINE, WHETHER SHOWN ON
CONSTRUCTION PLANS OR NOT. CONTRACTOR SHALL ALSO
CONTACT THE TENNESSEE ONE CALL CENTER AT 811 FOR LOCATION
OF ANY/ALL ELECTRICAL FACILITIES. THE PRIMARY ELECTRICAL
SERVICE ON BASED IS OWNED AND OPERATED BY NASHVILLE
ELECTRIC SERVICE.
4. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FEATURES WHICH
ARE TO REMAIN AND ALL DEMOLITION PERFORMED IN EXCESS OF
THAT REQUIRED AT NO COST TO THE GOVERNMENT.
5. ALL DEMOLITION SHALL BE COMPLETED IN NEAT AND WORKMAN
LIKE MANNER. SITE SHALL BE LEFT IN A SAFE AND ORDERLY
FASHION UPON COMPLETION OF DEMOLITION.
NOTES:
C1.0
D em ol it io n
P la n
RJB
CJS
H
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BKTZ122014
03.13.19REMOVE EXISTING TREE AND GRIND STUMP
REMOVE EXISTING BOLLARDS
(TYP. OF 2)
REMOVE EXISTING BOLLARDS
(TYP. OF 2)
REMOVE EXISTING TREE AND GRIND STUMP
SEAL COAT EXISTING CROSS WALK
(TYP. OF 2)
BENCH MARK
ELECTRIC LINE
HIGH DENSITY POLYETHYLENE (STORM)
POLYVINYL CHLORIDE (STORM)
CORRUGATED METAL PIPE (STORM)
CLEANOUT
STORM LINE
SANITARY SEWER LINE
WATER LINE
TREE
SHRUB
SIGN
TELEPHONE PEDESTAL
ELECTRIC PULL BOX
MANHOLE
FIRE HYDRANT
GAS METER
CATCH BASIN
AIR CONDITIONER UNIT
WATER METER
VALVE
GUY
UTILITY POLE
UTILITY-LIGHT POLE
GAS LINE
YARD HYDRANT
INTERMEDIATE CONTOUR
INDEX CONTOUR
TELEPHONE LINE
ELECTRIC TRANSFORMER
LEGEND
DOWNSPOUT
CHAIN LINK FENCE
WOODEN FENCE
BOLLARD
SAW CUT AND REMOVE EXISTING ASPHALT AND BASE STONE
(TYP.)
S
A
W
0 20 40 60
SCALE: 1" = 20'
SOD
1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY
C2RL ENGINEERS INC. ON JANUARY 26, 2017.
2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS INC. ON 23 MARCH
2018 AT FIRE HYDRANT #17. RESULTS ARE NOMINAL ONLY AND ARE AS
FOLLOWS:
FIRE HYDRANT #17:
- STATIC PRESSURE: 85 psig
- RESIDUAL PRESSURE: 73 psig AT 1,350 GPM
3. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND
UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND
THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE
PROJECT SITE. CONTRACTOR SHALL REQUEST LOCATION OF ALL
EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE
(COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL
ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,
WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.
4. CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCHES WHERE NEW
UTILITIES INTERSECT EXISTING UTILITIES. DEPTHS OF EXISTING UTILITIES
ARE UNKNOWN. ANY INTERFERENCES SHALL BE REPORTED TO THE
CONTRACTING OFFICER.
5. NOTE UTILITY EXCAVATIONS SHALL NOT BE CLOSER THAN 18" TO
OUTSIDE FACE OF BUILDING FOOTINGS, OR AT AN OFFSET DETERMINED
BY A 2:1 SLOPE FROM THE EDGE OF FOOTING, WHICHEVER IS GREATER.
SEE SHEET S4.1 DETAIL 10.
6. ALL STRIPING SHALL BE IN ACCORDANCE WITH MUTCD LATEST VERSION.
NOTES:
DOUBLE LEAF SWING GATE
14' CLEAR OPENING
THERMOPLASTIC CROSSWALK
CONCRETE SIDEWALK
C1.1
S it e La yo u t Pl an
RJB
CJS
H
MEDIUM DUTY ASPHALT
A1
C2.2
G1
C2.1
A7
C2.1
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BKTZ122014
03.13.19
DEPLOYMENT
PROCESSING CENTER
FFE = 572.3'
SIDEWALK SHALL BE FLUSH WITH EXISTING PAVEMENT
(TYP.)
A7
C2.1
5'
R30'
R25'
14'
7'
5'
4'
SAW CUT EXISTING ASPHALT
SAW CUT EXISTING SIDEWALK AT
NEAREST CONTRACTION JOINT
16"x6" TAPPING SLEEVE VALVE
RELOCATE EXISTING SIGN
BEHIND EDGE OF PAVEMENT
COORDINATE LOCATION WITH COR
RELOCATE EXISTING SIGN
BEHIND SIDEWALK
COORDINATE LOCATION WITH COR
NEW 4" SDR 26 PVC SANITARY SEWER
NEW 6" DUCTILE IRON WATER LINE
NEW WATER VALVE
NEW COMM LINE
NEW ASPHALT PATCH
BENCH MARK
ELECTRIC LINE
HIGH DENSITY POLYETHYLENE (STORM)
POLYVINYL CHLORIDE (STORM)
CORRUGATED METAL PIPE (STORM)
CLEANOUT
STORM LINE
SANITARY SEWER LINE
WATER LINE
TREE
SHRUB
SIGN
TELEPHONE PEDESTAL
ELECTRIC PULL BOX
MANHOLE
FIRE HYDRANT
GAS METER
CATCH BASIN
AIR CONDITIONER UNIT
WATER METER
VALVE
GUY
UTILITY POLE
UTILITY-LIGHT POLE
GAS LINE
YARD HYDRANT
INTERMEDIATE CONTOUR
INDEX CONTOUR
TELEPHONE LINE
ELECTRIC TRANSFORMER
LEGEND
DOWNSPOUT
CHAIN LINK FENCE
WOODEN FENCE
BOLLARD
G7
C2.1
G7
C2.1
A1
IT2.1
NEW SANITARY CLEANOUT
G13
C2.1
A7
C2.1
DOUBLE LEAF SWING GATE
20' CLEAR OPENING
A1
C2.2
R5'
(TYP.)
BOLLARD
(TYP. OF 3)
FIRE HYDRANT #17
(SEE NOTE 2)
F1
C2.2
W
0 20 40 60
SCALE: 1" = 20'
NEW SOD
1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY
C2RL ENGINEERS INC. ON JANUARY 26, 2017.
2. ONCE ALL EARTH DISTURBING ACTIVITIES HAVE BEEN COMPLETED,
ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD. SODDED
AREAS ILLUSTRATED MAY NOT INCLUDE ALL DISTURBED AREAS.
3. CONTRACTOR IS ADVISED THAT FINISHED GRADES REFLECT FINAL
CONDITIONS WHEN PAVEMENT, SITE CONCRETE AND SOD ARE
PLACED. CONTRACTOR SHALL FILL DEMOLISHED AREA WITH TOPSOIL
IN AREAS TO BE SODDED TO MATCH EXISTING GRADES AND EXISTING
PAVEMENT.
4. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND
UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY,
AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST
ON THE PROJECT SITE. CONTRACTOR SHALL DETERMINE ACTUAL
LOCATION OF ALL UTILITIES AND STRUCTURES ON THE PROJECT
SITE WHETHER THEY ARE INDICATED OR NOT. CONTRACTOR SHALL
ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,
WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT. CONTRACTOR
SHALL REQUEST A DIG PERMIT FROM WORK CONTROL PRIOR TO
ENGAGING IN ANY EXCAVATION OR PENETRATING GROUND IN ANY
WAY. CONTRACTOR SHALL ALSO CONTACT THE TENNESSEE ONE
CALL CENTER AT 811 FOR LOCATION OF ANY/ALL UTILITY FACILITIES.
NOTES:
MEDIUM DUTY ASPHALT
CONCRETE SIDEWALK
C1.2
G ra di n g an d D ra in ag e
Pl an
RJB
CJS
H
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BKTZ122014
03.13.19
G1
C2.1
A7
C2.1
DEPLOYMENT
PROCESSING CENTER
FFE = 572.3'
NEW MAJOR CONTOURS
NEW SPOT ELEVATION
981.8'
INLET PROTECTION
BENCH MARK
ELECTRIC LINE
HIGH DENSITY POLYETHYLENE (STORM)
POLYVINYL CHLORIDE (STORM)
CORRUGATED METAL PIPE (STORM)
CLEANOUT
STORM LINE
SANITARY SEWER LINE
WATER LINE
TREE
SHRUB
SIGN
TELEPHONE PEDESTAL
ELECTRIC PULL BOX
MANHOLE
FIRE HYDRANT
GAS METER
CATCH BASIN
AIR CONDITIONER UNIT
WATER METER
VALVE
GUY
UTILITY POLE
UTILITY-LIGHT POLE
GAS LINE
YARD HYDRANT
INTERMEDIATE CONTOUR
INDEX CONTOUR
TELEPHONE LINE
ELECTRIC TRANSFORMER
LEGEND
DOWNSPOUT
CHAIN LINK FENCE
WOODEN FENCE
BOLLARD
A1
C2.1
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BKTZ122014
03.13.19
PAVEMENT SCHEDULE
MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303
MINERAL AGGREGATE, TYPE "A" BASE, GRADING D
PRIME COAT - TDOT STANDARD SPECIFICATION SECTION 402
BITUMINOUS MATERIAL FOR PRIME COAT (PC) @ 0.20-0.50 GAL./S.Y.
BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307
BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"
ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)
TACK COAT - TDOT STANDARD SPECIFICATION SECTION 403
BITUMINOUS MATERIAL FOR TACK COAT (TC) @ 0.02 GAL./S.Y.
WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307
ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "CS"
ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)
G1 PAVEMENT SECTION
NOT TO SCALE
" WEARING SURFACE5
" BINDER MATERIAL3
8" MINERAL AGGREGATE BASE1
MEDIUM DUTY ASPHALT PAVEMENT
24" MIN. SUBGRADE
COMPACTED TO 98%
STANDARD PROCTOR
C2.1
S it e D et ai ls
RJB
CJS
A7 CONCRETE SIDEWALK/PAD
NOT TO SCALE
BROOM FINISH
5'-0"
(TYP.)
25'-0" (MAX.) EXPANSION JTS.
PLAN
AS SHOWN ON PLANS
TYPICAL SECTION IN GRASS
CONTRACTION JOINT
12" MIN.
COMPACTED SUBGRADE
1.5% MAX.
1. STREAM GUARD INLET PROTECTION TO BE USED AT ALL GRATES AS DESIGNATED ON SITE LAYOUT
PLAN. ALTERNATE COR APPROVED INLET PROTECTION MAY BE USED FOR EXISTING TRENCH
GRATES.
2. CONTRACTOR SHALL USE STREAM GUARD INLET PROTECTION ONLY AFTER STORM GRATE HAS
BEEN INSTALLED AND SURROUNDING AREAS ARE GRADED TO ALLOW RUNOFF TO ENTER BOX
THROUGH GRATE.
3. CONTRACTOR SHALL REMOVE SILT AFTER EACH RAINFALL EVENT OF 0.5 INCHES OR GREATER, AND AT LEAST EVERY SEVEN (7) DAYS.
A1 INLET PROTECTION
NOT TO SCALE
ASPHALT PAVEMENT PATCH SECTION
6" AGGREGATE BASE
2" BITUMINOUS WEARING SURFACE
3" BITUMINOUS BINDER
EXISTING ASPHALT PAVEMENT
3'-6"
MAX.
METALLIC MARKING TAPE
#57 STONE
1'-0"
(TYP.)
NEATLY SAW CUT ASPHALT PAVEMENT 1' BEYOND
EDGE OF EXISTING PAVEMENT AND CAREFULLY PEAL
OFF WEARING SURFACE. CONTRACTOR SHALL NOT
DAMAGE BINDER OUTSIDE OF SAW CUT
NEW UTILITY LINE, CONTRACTOR SHALL COORDINATE
DEPTH WITH EXISTING UTILITIES.*
*ELECTRICAL CONDUITS SHALL BE CONCRETE
ENCASED.
3" BITUMINOUS BINDER
NOTE:
SEE PAVEMENT SECTION DETAIL A7
THIS SHEET
G7 PAVEMENT REPAIR
NOT TO SCALE
SITE CONCRETE SPECIFICATION
1. THESE SPECIFICATIONS APPLY TO CONCRETE APPEARING ON THE CIVIL DRAWINGS. ALL
OTHER CONCRETE SHALL CONFORM TO THE SPECIFICATIONS ON THE STRUCTURAL
DRAWINGS.
2. ALL SITE CONCRETE SHALL BE 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH
MAXIMUM SLUMP OF 3 INCHES AND 6% (+/- 1%) AIR ENTRAINMENT; ASTM C94.
3. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN ACCEPTABLE TO THE
COR. USE OF ADMIXTURES SHALL NOT RELAX COLD WEATHER PLACEMENT
REQUIREMENTS. DO NOT USE CALCIUM CHLORIDE.
4. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN ACCEPTABLE TO
THE COR.
5. DO NOT PLACE CONCRETE WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40
DEGREES F OR SURFACE IS WET OR FROZEN.
6. PORTLAND CEMENT: ASTM C150; NORMAL - TYPE I.
7. MINERAL AGGREGATE BASE: ASTM C33.
8. WATER: CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER,
OR OTHER DELETERIOUS MATERIAL.
9. AIR ENTRAINMENT: ASTM C260 OR AASHTO M-154. AIR ENTRAINING ADMIXTURES SHALL BE
ADDED TO THE MIXER IN THE AMOUNT NECESSARY TO PRODUCE THE SPECIFIED AIR
CONTENT.
10. CONCRETE SIDEWALK SHALL HAVE TNEMEC 668 DECK A PELL 40 SEALER APPLIED AS A
FLOOD COAT AT 150 SQUARE FEET PER GALLON. SEALER SHALL BE APPLIED PER
MANUFACTURER'S RECOMMENDATIONS.
11. ANY CONCRETE DAMAGED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE
REPLACED AT NO EXPENSE TO THE GOVERNMENT.
A13 SITE CONCRETE SPECIFICATIONS
NOT TO SCALE
45°
45°
FINISHED GRADE
OR PAVING
LONG SWEEP
BEND
OR COMB. "Y" &
BEND
(USE REDUCING TYPE
WHERE NECESSARY
EXTENSION SAME SIZE
AS SEWER UP TO 4"Ø
6" CONC. PAD
2'-0" SQ.
JOSAM #58680 OR EQUAL
CAST IRON CLEANOUT
WITH COVER
VARIES
G13 SANITARY CLEANOUT
NOT TO SCALE
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BKTZ122014
03.13.19
2"x2" GALVANIZED STEEL GATE, TYPICAL
EXISTING GRADE
2"x5" END MEMBER
", TYPICAL
4" O.D. GALVANIZED STEEL GATE POST
3'-6"
3'
3'
CONCRETE ENCASEMENT SHALL
BE A MINIMUM OF 18" DIAMETER
3'-6"
CLEAR OPENING (SEE C1.1)
CLEAR OPENING/2
1. CONTRACTOR SHALL INSTALL A FACTORY MADE LATCH TO HOLD EACH GATE IN THE OPEN
POSITION. LATCH MECHANISM SHALL BE SECURLY INSTALLED PER THE MANUFACTURER'S
RECOMMENDATIONS.
NOTE:
PROVIDE ALUMINUM LATCH
WITH PROVISION FOR
PADLOCK
A1 DOUBLE LEAF MANUAL SWING GATE
NOT TO SCALE
C2.2
S it e D et ai ls
RJB
CJS
A10 THRUST BLOCKING
NOT TO SCALE
* INDICATES FITTINGS REQUIRING RESTRAINED JOINTS IN ADDITION
TO CONC. THRUST BLOCKING. SEE RESTRAINED JOINT SCHEDULE.
BLOCKING SCHEDULE BASED ON 200 PSI WATER PRESSURE, 2,000 PSF SOIL
BEARING PRESSURE & 1.25 SAFETY FACTOR.
42 35.0*32.5 35.0* 35.0*35.0*
18" MINIMUM-
10" & SMALLER
UNDISTURBED SOIL
PIPE
SIZE
4.02.0 7.5
6.0
7.5
10.0
12.5
16.5
20.0
34.5
35.0*
8.5
10.0
18.0
25.0
3.0
4.0
5.0
6.5
32.6
35.0*
35.0*
35.0*
11.5
15.0
20.0
24.56
22-1/2°
1.0
2.0
2.5
11-1/4°
1.0
1.5
1.5
45°
1.5
3.0
5.0
BENDS
14.5 10.0
14.5
19.5
25.5
32.0
35.0*
35.0*
35.0*
35.0*
35.0*
35.0*
35.0*
35.0*
21.5
28.0
35.0
35.0*
STD.
TEE
2.0
4.0
7.0
90°
2.5
5.5
10.0
TRENCH BOTTOM
UNDISTURBED SOIL
CONFINE LIMITS OF THRUST BLOCKING BETWEEN BELLS OF
FITTING TO BE RESTRAINED. NO CONCRETE SHALL COME
IN CONTACT WITH BELL OR JOINT OF RESTRAINED FITTING
AND CONNECTING PIPE.
CONCRETE
THRUST BLOCKING
1" CROWN
FINISHED GRADE
3'-0"
4'-0"
6"Ø PIPE BOLLARD
FILLED WITH CONCRETE
7' LONG (TYPICAL)
NOTE:
1. ALL EXTERIOR BOLLARDS SHALL HAVE BOLLARDGARD 52", YELLOW PLASTIC
BOLLARD COVER WITH TWO RED REFLECTIVE STRIPES AS MANUFACTURED BY
INNOPLAST, OR APPROVED EQUAL.
INSTALL BOLLARD COVER
OVER STEEL BOLLARD
SEE NOTE 1
6"
18"
4"
F1 BOLLARD
NOT TO SCALE
F6 NOT USED
FD
FD FD
FD
FD
FD
FD
FD
DEMOLITION LEGEND
## DEMOLITION TAG
EXISTING CONSTRUCTION
TO BE DEMOLISHED
EXISTING CONSTRUCTION TO REMAIN
GENERAL DEMOLITION NOTES
A. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS
PERTAINING TO SAFETY OF PRESONS, PROPERTY, AND ENVIRONMENTAL PROTECTION.
B. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY
APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND
WORKERS.
C. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY/ALL TEMPORARY BRACING REQUIRED TO
ACCOMPLISH DEMOLITION.
D. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED
AREAS AT NO COST TO THE GOVERNMENT.
E. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND
OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.
F. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES
AS REQUIRED FOR NEW WORK.
G. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. RETURN TO
GOVERNMENT FOR FUTURE USE. VERIFY WITH CONTRACTING OFFICER.
H. REMOVE ABANDONED ELECTRICAL, TELEPHONE, AND DATA CABLING AND DEVICES
UNLESS OTHERWISE NOTED.
I. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR NEW
FLOOR FINISHES. DASHED LINES INDICATE MATERIALS AND ELEMENTS TO BE REMOVED.
J. COORDINATE EXACT LOCATIONS OF MATERIALS REMOVAL WITH OTHER CONTRACT
DOCUMENTS. FOR CLARITY, DIMENSIONS ARE NOT DUPLICATED. SEE A1.1
K. WHERE MATERIALS ARE REMOVED, PATCH FLOOR SLAB, STRUCTURE, AND ADJACENT
CONSTRUCTION TO REMAIN AS REQUIRED TO ACHIEVE A FLUSH SEAMLESS FINISH.
L. ALL COLUMN LINES ARE BASED ON EXISTING DRAWINGS AND ARE FOR REFERENCE ONLY.
M. COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION
DOCUMENTS FOR SYSTEMS TO BE REMOVED AND SYSTEMS CRITICAL FOR CONTINUOUS
OPERATION.
N. COORDINATE WITH STRUCTURAL FOR LOCATIONS REQUIRING SAWCUTS OF EXISTING
CONCRETE SLABS
O. DEMOLITION ILLUSTRATED MAY NOT REFLECT ALL OF THE DEMOLITION REQUIRED TO
CONSTRUT THE PROJECT. CONTRACTOR SHALL CHECK AND COORDINATE DEMOLITION W/
ALL OTHER TRADES. NO ADDITIONAL PAYMENT SHALL BE MADE FOR DEMOLITION.
1 2 3 4 5 6 8
A
A.1
B
C
D.1
D
AD1.41
AD1.5
AD1.4
AD1.5 1
12 12 12 121212
10' - 9"
TYP.
1'
8" 6'
0"
DEMOLITION KEYNOTES
1. DEMOLISH INTERIOR NON-LOAD BEARING WALLS.
2. REMOVE INTERIOR DOORS AND DOOR FRAMES.
3. DEMOLISH EXISTING CEILING SYSTEM INCLUDING ELECTRICAL AND
MECHANICAL DEVICES AND FIXTURES.
4. PULL DOWN ELEC, TO BE RETURNED TO GOVERNMENT.
5. REMOVE WINDOW AND WINDOW FRAME.
6. NOT USED.
7. DEMOLISH PLUMBING AND TOILET ACCESSORIES.
8. NOT USED.
9. DEMOLISH EXTERIOR DOOR AND FRAME.
10. DEMOLISH EXISTING CONCRETE STOOP. COORD WITH CIVIL DRAWINGS.
11. DEMOLISH FLUSH WITH EXIST WALL TO REMAIN AFTER DEMOLITION,
TYPICAL. PATCH AND REPAIR AS REQUIRED. PATCH EXISTING
CONSTRUCTION TO REMAIN EXPOSED WHERE ADJACENT MATERIALS ARE
REMOVED. REPAIR IN SUCH A WAY AS TO ACHIEVE A FLUSH, SEAMLESS
FINISH.
12. DEMOLISH MASONRY AS NECESSARY TO INSTALL NEW DOOR AND
FRAME; SEE A1.1 AND STRUCTURAL FOR LOCATION.
13. DEMOLISH EXISTING STEEL RAMP AND SUPPORTS.
14. NEW DOOR OPENING. SEE FLOOR PLAN AND DOOR SCHEDULE FOR
SIZES. SEE STRUCTURAL.
15. NOT USED
16. DEMOLISH EXISTING OVERHEAD ROLLUP DOOR, TRACK, MOUNTING
BRACKETS, ETC.
17. DEMOLISH EXISTING CONCRETE SLAB. VIF ACTUAL SIZE AND LOCATION
18. DEMOLISH EXISTING SUSPENDED ACOUSTIC CEILING SYSTEM, LIGHT
FIXTURES, MECHANICAL, ETC.
19. DEMOLISH EXISTING CRANE RAIL AND HOIST AND BRACKETS.
20. DEMOLISH EXISTING CHAIN LINK FENCING AND GATE. REMOVE ANCHOR
BOLTS AND PATCH HOLES.
21. DEMOLISH EXISTING LIGHT FIXTURES, REFERENCE ELECTRIC DRAWINGS.
22. DEMOLISH EXISTING DOOR CANOPY AND STRUCTURE.
23. DEMOLISH EXISTING MODULAR OFFICE AREA.
24. EXISTING ROOF DRAIN LEADER CONNECTOR TO REMAIN.
25. DEMOLISH EXISTING STEEL PIPE BOLLARD.
26. DEMOLISH EXISTING MECHANICAL EQUIPMENT, COORDINATE WITH
MECHANICAL DRAWINGS
27. DEMOLISH EXISTING PLYWOOD AND FRAMING INFILL AT ROLL UP DOOR
OPENING
28. EXISTING STEEL PIPE BOLLARDS AND COVERS TO REMAIN
29. REMOVE EXISTING ROOF LADDER PREPARE FOR REPAINTING AND STORE
FOR REINSTALLATION
30. DEMOLISH EXISTING SKYLIGHTS AND ROOF CURBS.
31. DEMOLISH ALL EXISTING EXHAUST FANS, CONDENSING UNITS,
MECHANICAL UNITS, ETC AND ROOF CURBS. COORDINATE WITH
MECHANICAL AND PLUMBING DRAWINGS.
32. CUT AND REMOVE EXISTING ROOFING, INSULATION BOARD, AND METAL
DECK FOR NEW MECHANICAL. CURB AND ROOF TOP UNIT. COORDINATE
WITH STRUCTURAL DRAWINGS
33. EXISTING COMPRESSOR TO BE REMOVED, RETURNED TO GOVERNMENT.
VERIFY WITH CONTRACTING OFFICER.
34. REMOVE EXISTING CMU FOR OVERFLOW SCUPPER OPENINGS.
REFERENCE SHEET A5.1 ROOF PLAN FOR SIZE AND LOCATIONS.
35. REMOVE THE EXISTING METAL COPINGS, AND ASSOCIATED FLASHINGS
AND CLEATS
36. REMOVE EXIST SEALANT FROM CRACK IN CMU WALL AND PREP FOR RE-
SEALING.
37. REMOVE EXIST EPDM ROOF MEMBRANE AND ASSOCIATED FLASHINGS.
38. EXIST WASTE VENT PIPE TO REMAIN, REFERENCE PLUMBING DRAWINGS.
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GC
EE
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"AD1.1
1 Floor Plan - Demolition
1 2 3 4 5 6 8
A.1
B
C
D.1
D
7AD1.5
AD1.4
AD1.5 1
OPENOPEN
OPEN
OPEN
OPEN
OPEN
GYP
181818
212121
A8.1
A4.1
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AD1.2
Na sh vil le, T en ne ss ee
GC
EE
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"AD1.2
1 Reflected Ceiling Plan - Demolition
A.1
B
C
D.1
D
AD1.41
AD1.5
AD1.4
AD1.5 1
30 30
EX
IS
T
SL
OP
E
EX
IS
T
SL
OP
E
EXIST SLOPE
EX
IS
T
SL
OP
E
EXIST CONDENSING UNITS TO
BE DEMOED
A5.2
EXIST RTU TO
REMAIN
34 34
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GC
EE
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"AD1.3
1 ROOF PLAN - DEMOLITION
Floor 0' - 0"
ROOF PLAN
26' - 0"
AA.1BCD.1D
A3.1
A3.1
5 16
BO JOIST
9' - 6 1/2"
EXISTING LIGHT FICTURE
Floor 0' - 0"
TOM ANNEX
12' - 8"
ROOF PLAN
26' - 0"
1 2 3 4 5 6 8
TOM - ASSEMBLY
20' - 0"
9 9
BO JOIST
9' - 6 1/2"
34 34
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GC
EE
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"AD1.4
1 East Elevation Demo
SCALE: 1/8" = 1'-0"AD1.4
2 South Elevation Demo
Floor 0' - 0"
ROOF PLAN
26' - 0"
1234568
TOM - ASSEMBLY
20' - 0"
3534 34
Floor 0' - 0"
TOM ANNEX
12' - 8"
ROOF PLAN
26' - 0"
A A.1 B C D.1 D
TOM - ASSEMBLY
20' - 0"
9141414
BO JOIST
9' - 6 1/2"
A4.1
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Na sh vil le, T en ne ss ee
GC
EE
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"AD1.5
2 North Elevation Demo
SCALE: 1/8" = 1'-0"AD1.5
1 West Elevation Demo
FD FD
FD
FD
FD
FD
FD
UP
FD
FD
FD
CODE INFORMATION
PRIMARY OCCUPANCY: ASSEMBLY A-3
CONSTRUCITON TYPE: TYPE II B, UNPROTECTED, SPRINKLERED
ALLOWABLE HEIGHT: 75 FEET
ACTUAL HEIGHT: 26 FEET
ALLOWABLE AREA: 38,000 SF
ACTUAL AREA: 12,387 SF
MAXIMUM TRAVEL DISTANCE (TABLE 1017.2): 250 FEET
MAXIMUM DEAD END CORRIDOR (1020.4): 50 FEET
MINIMUM NUMBER OF EXITS (TABLE 1006.3.1): 3
POSTED MAXIMUN OCCUPANCY LOAD: 923 OCC (AT
COMMANDERS
CALL)
OCCUPANCY GROUP: ASSEMBLY
OCCUPANCY AREA: 9940 SF
OCCUPANCY LOAD: 750
WATER CLOSETS
MALE: 1 FIXTURE PER 125 OCC
FEMALE: 1 FIXTURE PER 65 OCC
LAVATORIES
MALE: 1 FIXTURE PER 200 OCC
FEMALE: 1 FIXTURE PER 200 OCC
DRINKING FOUNTAINS
1 PER 500 OCC
80/20 MALE/FEMALE DISTRIBUTION
WATER CLOSETS
MALE: STANDARD: 5
ACCESSIBLE: 1
FEMALE: STANDARD: 2
ACCESSIBLE: 1
LAVATORIES
MALE: 4
FEMALE: 1
URINALS: 4 (URINALS CAN BE SUBSTITUTED FOR 67%
OF REQ'D WATERCLOSETS)
ACCESSORY STORAGE AREAS, MECHANICAL AND
EQUIPMENT ROOMS (300 GROSS)S
ASSEMBLY - CONCENTRATED (CHAIRS ONLY) (7 NET)
ASSEMBLY - STANDING SPACE (5 NET)
EDUCATIONAL - CLASSROOM AREAS (20 NET)
EXERCISE ROOMS (50 GROSS)
AC
AS
ECA
ER
LIFE SAFETY LEGEND
F FIRE ALARM PULL
L FIRE ALARM AUDIO/VISUAL
FIRE EXTINGUISHER CABINET
EXIT LIGHT
EXIT OCCUPANT LOAD
(2015 IBC TABLE 1004.1.2)
EXIT CAPACITY ALLOWED
FEC
FLOOR AREA ALLOWANCES
ROOM NAME
ROOM NUMBER
OCCUPANCY TYPE
27'
PATH OF TRAVEL
DISTANCE TO EXIT
BUSINESSB
ROOM NAME
X
Assembly
AS
Classroom
ECA
Elec & Plumb
S
COMM
S
SIPR
S
Gym
ER
Corridor
Office
B
Office
B
Open Office
B
Storage
S
Cardio
ER
Janitor
SPACING (CODE), NOT FIXED CHAIRS, 507 SEATED
24" SPACING, NOT FIXED CHAIRS, 234 SEATED
STANDING (CODE) 923
12' - 0"
8'
0"
87'
65'
78'
67'
40'
44" STRIPED
EGRESS PATH
FE
C
FEC
FE
C
FE
C
F
WF
WF
18" SPACING 248 SEATED
3' - 6"
POSTED MAXIMUM
OCCUPANCY LOAD
POSTED MAXIMUM
OCCUPANCY LOAD
66" EGRESS PATH MIN
ALONG WALL
TELESCOPING BLEACHERS ( NIC)
5' - 6"
154'-0"
(1/3 DISTANCE = 51'-4")
PLATFORM ( NIC)
43350
288 350
25175
L
L L
L F
F
F
F
L L
L L
L LFF
L
L
L
F
F
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GC
MS
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"A0.1
1 Life Safety Plan
AA.1BCD.1D
A3.1
T T T
TT
T
A3.1
EXIST SPLIT RIB CMU VENEER
BACKER ROD AND SEALANT
IN EXIST CONTROL JOINT
INFILL PANEL TO MATCH EXIST
WALL, TOOTH IN MASONRY
VENEER, PNT TO MATCH ADJ
EXIST H.M. DOOR AND
FRAME, PNT
ALUM STOREFRONT
SYSTEM, INSUL
INFILL PANEL TO MATCH EXIST
WALL, PNT
EXIST MTL COPING
EXIST SPLITFACE CMU
EXIST SMOOTH FACE CMU ACCENT
BANDS
EXIST STL TUBE LINTEL AND JAMBS,
PNT TO MATCH CMU
T T
EXIST CMU
ROOF TOP UNIT, REF
MECH DWGS
MTL CANOPY
ACCESS CONTROL PANEL
PRE-FIN MTL COPING, TYP
PREFIN MTL COPING, TYP
LIGHT FIXTURES,
REF ELECT DWGS
LINE OF ROOF BEYOND
LINE OF ROOF BEYOND
10'-4" AFF
BO CANOPY
0'-0" AFF
FLOOR
20'-0" AFF
TOM - ASSEMBLY
26'-0" AFF
ROOF PLAN
1 2 3 4 5 6 87
A3.1
H.M. DOOR AND FRAME, PNT
INFILL TO MATCH EXIST
WALL, TOOTH IN
MASONRY VENEER, PNT
EXIST HM DOOR AND
FRAME, PNT
INFILL TO MATCH EXISTING WALL,
TOOTH IN VENEER, PNT
EXIST SPLIT FACE CMU
EXIST STL ROOF
LADDER, PNT
EXIST SPLIT RIB CMU, PNT
EXIST CMU WALL, PNT
ROOF TOP UNIT,
REF MECH DWGS
PREFIN MTL COPING, TYP
PREFIN MTL
COPING, TYP LINE OF ROOF BEYOND
LINE OF ROOF BEYOND
9'-0" AFF
BO CANOPY
0'-0" AFF
FLOOR
9'-6 1/2" AFF
BO JOIST
12'-8" AFF
TOM - ANNEX
20'-0" AFF
TOM - ASSEMBLY
26'-0" AFF
ROOF PLAN4x16 OVERFLOW
SCUPPER
4x16 OVERFLOW
SCUPPER
ROOF DRAIN
OVERFLOW SPOUT
ROOF DRAIN
OVERFLOW SPOUT
NOTE: ROOF DRAIN OVERFLOW SPOUT
SHALL BE A "LAMBS TONGUE WITH A
NICKLE BRONZE BODY".
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Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"A2.1
1 East Elevation
SCALE: 1/8" = 1'-0"A2.1
2 South Elevation
1234568 7
A3.1
H.M. DOOR AND
FRAME, PNT
8" SPLIT FACE CMU INFILL TO
MATCH EXIST TOOTH IN
VENEER, PNT
H.M. DOOR AND
FRAME, PNT
PREFIN MTL
COPING, TYP
EXIST CMU WALL
PREFIN MTL
COPING, TYP
LIGHT FIXTURE, REF
ELECT DWGS
10'-4" AFF
BO CANOPY 9'-0" AFF
BO CANOPY
0'-0" AFF
FLOOR
20'-0" AFF
TOM - ASSEMBLY
26'-0" AFF
ROOF PLAN4x16 OVERFLOW
SCUPPER
4x16 OVERFLOW
SCUPPER
A A.1 B C D.1 D
A3.1
A3.1
A4.1
H.M. DOOR AND
FRAME, PNT
EXIST STL TUBE LINTEL AND JAMB
FRAMING, PNT
INSUL ROLL UP DOOR
EXIST STL PIPE BOLLARDS, PNT
"SAFETY YELLOW"
MTL CANOPY
ALUM ENTRANCE DOORS INSUL
EXIST CMU WALL
EXIST CMU WALL
A5.2PREFIN MTL
COPING, TYP
LIGHT FIXTURE,
REF ELECT DWGS
PREFIN MTL COPING, TYP
STL LADDER AND CAPE, PNT
A4.1
9'-0" AFF
BO CANOPY
0'-0" AFF
FLOOR
9'-6 1/2" AFF
BO JOIST
12'-8" AFF
TOM - ANNEX
20'-0" AFF
TOM - ASSEMBLY
26'-0" AFF
ROOF PLAN
WALL BEYOND
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Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"A2.2
2 North Elevation
SCALE: 1/8" = 1'-0"A2.2
1 West Elevation
1 2 3 4 5 6 87
Assembly
Storage
Open Office
Gym
A3.1
TELESCOPING BLEACHERS (N.I.C.)
SUSPENDED CEILING FANS (NIC)
MTL CANOPY
EXPOSED STRUCT AND
STL DECK, PNT
C
LR
(V
IF
/8
SUSPENDED ACOUSTIC
CEILING SYSTEM
EXPOSED STRUCT AND
STL DECK, PNT
A4.1 2 Sim
A4.1 1 Sim
FLOOR
0'-0"
BO CANOPY
10'-4"
TOM - ASSEMBLY
20'-0"
ROOF PLAN
26'-0"
2 3 4 5 6 7
Classroom
Elec
Plumb
A3.1
MR SUSPENDED ACOUSTIC
CEILING SYSTEM
FLOOR
0'-0"
BO JOIST
9'-6 1/2"
TOM - ANNEX
12'-8"
AA.1D.1D
A3.1
A3.1
Assembly 107Classroom
EXPOSED STRUCT AND STL
DECK, PNT
FLOOR
0'-0"
BO JOIST
9'-6 1/2"
TOM - ANNEX
12'-8"
TOM - ASSEMBLY
20'-0"
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GC
MS
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"A3.1
1 Building Section 1
SCALE: 1/8" = 1'-0"A3.1
2 Building Section 2
SCALE: 1/8" = 1'-0"A3.1
3 Building Section 3
5/8" GYP BD
1 1/2" HI-HAT CHANNELS
AT 16" OC
3 5/8" MTL STUD RUNNER
CONT
6" MTL STUD TRACK, CONT
6" MTL AT 16" OC
5/8" GYP BD EA SIDE, TYP
MTL STUD BOX HEADER
EXIST ROOF CONSTRUCTION
EXIST WALL CONSTRUCTION
5/8" GYP BD, W/ 1 1/2" HI-HAT
CHANNELS AT 16" OC
1/2" PLYWOOD BLOCKING,
CONT.
BACKER ROD AND CAULK
BOTH SIDES, CONT.
2x PT WOOD BLOCKING
ALUM STOREFRONT
SYSTEM
ROOF MEMBRANE
2x PT WD BLOCKING
ROOF MEMBRANE FLASHING
A5.2 1 Sim
RIGID INSUL BD R-25 MIN (TOTAL)
PREFIN MTL COPING
W/ CONT CLEATS
ROOF MEMBRANE
FLASHING, ADHERE TO CMU
2x PT WD BLOCKING
ROOF MEMBRANE
RIGID INSUL R-25
MIN (TOTAL)
EXIST ROOF CONSTR
EXIST STL BLDG FRAME
26'-0" +/- (EXIST) AFF
TOM
22'-9" +/- AFF
TO EXIST BLDG FRAME
22'-9" +/- AFF
TO EXIST BLDG FRAME
0' - 3"
RIGID INSUL,
R-7.5 MIN
3 5/8" MTL STUD @ 16"
OC, SOUND BATT, TYP
5/8" FRT PLYWOOD
3 5/8" MTL STUD
@ 16" OC TYP
AIR/ MOISTURE
BARRIER
MASONRY TIES
4" SPLIT FACE CMU
STL TUBE, REF
STRUCT DWGS
(2) COURSES 4" SMOOTH FACE
CMU @ CANOPY MOUNTING
10'-0" AFF
BO STL TUBE
14'-0"
AFF
EXIST WALL
CONSTRUCTION
HANGER ROD
NOTE: REF WALL SECTION
1|A4.1 FOR NOTES
SILL TRIM BY
STOREFRONT MANUF
BACKER ROD & SEALANT,
TYP BOTH
PT WOOD SHIM
5/8" GYP BD
EXIST STEEL LINTEL
THRU WALL
FLASHING W/
WEEPS @ 24" OC
ALUM STOREFRONT
SYSTEM
WELD EYE HOOK TO EXIST
STL, REF STRUCT DWGS
BATT INSUL
10'-4" AFF
BO CANOPY
9'-0" AFF
BO CANOPY
HANGER ROD
THRU WALL FLASHING
W/ WEEPS @ 24" OC
3 5/8" MTL STUD @ 16"
OC, SOUND BATT, TYP
EXIST WALL
CONSTRUCTION
5/8" GYP BD
HM DOOR & FRAME
PROJ. NO.:
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5.2 em ail : in fo@
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Ar ch ite ctu re .co m
W
AL
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8th
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BKTZ122014
A4.1
Na sh vil le, T en ne ss ee
GC
MS
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 3/4" = 1'-0"A4.1
1 Wall Section
SCALE: 3/4" = 1'-0"A4.1
2 Wall Section
SCALE: 3/4" = 1'-0"A4.1
3 Partial Wall Section
A2.1
A2.11
A2.2
A2.2
1 2 3 4 5 6 8
A
A.1
B
C
D.1
D
SINGLE PLY MECH FASTENED EPDM, TPO
INFILL OPENING W/
RIGID INSUL, TYP 5
SINGLE PLY MECH FASTENED EPDM TPO
SINGLE PLY MECH
FASTENED EPDM TPO
EXIST STL ROOF LADDER
AND CAGE, PTD
EX
IS
T
SL
OP
E
EX
IS
T
SL
OP
E
EX
IS
T
SL
OP
E
EXIST ROOF DRAINS,
TYP 4
EXIST ROOF SCUPPER
TO BE REWORKED
EXIST ROOF SCUPPER TO
REMAIN
EXIST ROOF
SCUPPER TO REMAIN
EXIST ROOF DRAIN
EXIST ROOF DRAIN
EXIST ROOF SCUPPER
TO BE REWORKED
CRICKET,
TYP
EXIST RTU TO REMAIN
MTL CANOPY BELOW
MTL CANOPY
BELOW
RTU, REF MECH DWGS
CUT REGLET ABOVE
PARAPET WALL & FLASH
ABOVE TERMINATION BAR
A5.2
ROOF WALKWAY PADS, TYP
PREFIN MTL
COPINGS, TYP
PREFIN MTL
COPINGS, TYP
RTU, REF MECH DWGS
RTU, REF MECH DWGS
RTU, REF MECH DWGS
RTU, REF MECH DWGS
ROOF WALKWAY
PADS
A4.1
VP
VP
EXIST
VP
4x16 OVERFLOW
SCUPPER, TYP 4
38' - 6"
38' - 6"
EXIST ROOF DRAIN EXIST ROOF DRAIN
ROOF DRAIN ROOF DRAIN
OVERFLOW SPOUT - LAMBS TOUNGE
W/ NICKLE BRONZE BODY
CRICKET, TYP
OVERFLOW SPOUT - LAMBS TOUNGE
W/ NICKLE BRONZE BODY
ROOF WALKWAY
PADS, TYP
PROJ. NO.:
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S tre et, S uit e 3
Kn ox vil le, T
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5.5
.90 f . 8
.52
5.2 em ail : in fo@
EE
Ar ch ite ctu re .co m
RO
OF
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03.13.2019
BKTZ122014
A5.1
Na sh vil le, T en ne ss ee
GC
MS
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"A5.1
1 ROOF PLAN
GALV MTL COUNTERFLASHING
TERMINATION BAR W/
ANCHORS @ 12" OC CONT
ROOF MEMBRANE FLASHING,
ADHERE TO WALL
SAW CUT REGLET INTO
EXIST MASONRY JOINT
EXISTING CMU PARAPET
1" MAX.
12"
EXISTING STRAINER
BASKET, REPLACE IF REQ'D
EXISTING COMPRESSION RING, REPLACE IF REQ'D
CONTINUOUS WATERBLOCK
.060 MIL TPO MEMBRANE ROOFING,
MECHANICALLY FASTENED
BONDING ADHESIVE
RIGID INSULATION, R-25 MIN (TOTAL)
EXISTING ROOF DRAIN AND
PIPING
RIGID INSULATION,
BEVEL AS REQ'D TO DRAIN
EXIST ROOF CONSTRUCTION
NOTE: EXISTING ROOF DRAIN TO BE RAISED,
REINSTALL AFTER INSULATION LAYERS IN PLACE OR
AS RECOMMENDED BY ROOFING MANUFACTURER
FASTENERS APPROX. 8" O.C.
SINGLE - PLY FLASHING &
FASTENERS SINGLE - PLY
ROOF MEMBRANE
RIGID INSULATION R-25 MIN (TOTAL)
MECH UNIT
EXIST ROOF
CONSTRUCTION
HIGH-DOME CAPPED,
GASKETED FASTENERS @
MAX 18" O.C. (MIN TWO
PER SIDE)
MANUFACTURED CURB SIZED
PER UNIT AND ANCHORED
PER CODE FOR WIND
GASKETING MATERIAL
" M
IN
STL ANGLE, REF
STRUCTURAL
2x PT WD BLOCKING
SEALANT BEAD, CONTINUOUS
STAINLESS STEEL
CLAMPING RING
PRE-MOLDED TPO
FLASHING BOOT
WELDED SPLICE, 2" MIN.
.060 MIL TPO ROOF MEMBRANE
BONDING ADHESIVE
RIGID INSULATION, R-25 MIN (TOTAL)
EXISTING RIGID INSULATION
EXISTING METAL
DECKING
VENT PIPE
SEALANT
SHEET METAL SCUPPER &
LEADER BOX. REFER TO
SMACNA FOR DETAILS, FIG. 26A.
POLYURETHANE SEALANT
2x PT WD BLOCKING
EXISTING ROOF CONSTRUCTION
RIGID INSUL BD R-25 TOTAL
BASE PLY 9" MIN. ON FIELD
MODIFIED MEMBRANE
BASE FLASHING PLY 6" MIN. ON FIELD
MODIFIED MEMBRANE FLASHING PLY
BASE FLASHING PLY 6" MIN.
MODIFIED MEMBRANE FLASHING PLY 9" MIN.
COUNTERFLASHING ANCHORED 8" O.C.
M
IN
C
LR
O
PE
N
IN
G
0'
4"
PROJ. NO.:
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
DATE:
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CHECKED:
SHEET NO.
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1 1
T H W I N
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W es t B es se m er oa
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4 S
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S tre et, S uit e 3
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5.5
.90 f . 8
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5.2 em ail : in fo@
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Ar ch ite ctu re .co m
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W ing
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BKTZ122014
A5.2
Na sh vil le, T en ne ss ee
GC
MS
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 3" = 1'-0"A5.2
1 PARAPET WALL REGLET
SCALE: 3" = 1'-0"A5.2
2 TPO Detail - Roof Drain
SCALE: 3" = 1'-0"A5.2
4 TPO DETAIL - ROOF CURB
SCALE: 3" = 1'-0"A5.2
5 TPO Detail - Pipe Penetration
SCALE: 1 1/2" = 1'-0"A5.2
3 Overflor Scupper Detail
A.1
B
C
D.1
D
A3.1
A3.1
A4.1
A4.1
A3.1
8' - 6"
10' - 0"
10' - 0"
10' - 4 1/2"
9' - 0"
9' - 0"
9' - 0"
10' - 0"
14' - 0" Assembly
Classroom
Storage
Cardio
Open Office
Office
Office
Gym
Corridor
Elec
Plumb
Women's Locker
Women's Restroom
Men's Restroom
Men's Locker
Janitor
SIPR
COMM
9' - 0"
GYP BDGYP BD
10' - 0"
A8.1
OPEN
OPEN
OPEN
EXPOSED
STRUCTURE
OPEN
EMERGENCY LIGHTING FIXTURES @
DOOR OPENINGS, REF ELECT DWGS
WALL MOUNTED LIGHT
FIXTURES, REF ELECT DWGS
EMERGENCY LIGHTING FIXTURES @
DOOR OPENINGS, REF ELECT DWGS
WALL MOUNTED LIGHT FIXTURES,
REF ELECT DWGS
WALL MOUNTED LIGHT FIXTURES, REF
ELECT DWGS
WALL MOUNTED LIGHT FIXTURES,
REF ELECT DWGS
WALL MOUNTED LIGHT
FIXTURES, REF ELECT DWGS
WALL MOUNTED LIGHT FIXTURES,
REF ELECT DWGS
WALL MOUNTED LIGHT
FIXTURES, REF ELECT DWGS
EXPOSED
STRUCTURE, PNT
CEILING FANS, NIC
A5.2
10' - 0"
10' - 0" 8'
4"
7'
8"
16' - 0" 33' - 6"
EXPOSED
STRUCTURE,
PNT
30' - 0" 34' - 7"
9' - 0"
5'
8"
A6.1
Sim
A4.1
HVAC SUPPLY DIFFUSER
HVAC R/A GRILL
2X4 FLUORESCENT FIXTURE
EXHAUST FAN
COMBINATION EMERGENCY LIGHT
AND EXIT LIGHT
EXIT LIGHT
EMERGENCY LIGHT
CEILING HEIGHT UNLESS
OTHERWISE NOTED
+ 8'-8"
24"X48" ACOUSTICAL CEILING TILE
RCP Legend
24"X48" ACOUSTICAL CEILING TILE
- DIVIDED
24"X48" ACOUSTICAL CEILING TILE -
MOISTURE RESISTENT
8' FAN
52" FAN
LINEAR DIFFUSER
HI-BAY LED FIXTURE
R101: 18'-0" AFF CLEAR
R107: 13'-0" AFF CLEAR
6" SHOWER LIGHT
4' STRIP FIXTURE
3 5/8" MTL STUDS
AT 16" OC
5/8" GYP BD
SUSP ACT
CEILING SYSTEM
5/8" GYP BD
BOS
7'-1" AFF
PROJ. NO.:
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CHECKED:
SHEET NO.
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W es t B es se m er oa
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03.13.2019
BKTZ122014
A6.1
Na sh vil le, T en ne ss ee
GC
MS
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/8" = 1'-0"A6.1
1 Reflected Ceiling Plan
SCALE: 3/4" = 1'-0"A6.1
2 Section Detail
FD
FD
A7.1
A7.1
A7.1
A7.1 11 12
9-
Women's Restroom
Women's Locker
Men's
Restroom
Men's Locker
C
LR
5'
2" C
LR
2'
6"
5'
7/
8" 4'
5"
4'
5" 4'
1/ 8"
5'
7/
8" 4'
5"
4'
5" 4'
1/ 8"
/8
5' - 11 3/8"
0"
6' - 0"
1'
4"
6' - 3 1/4" 4' - 9 1/4"
3' - 7 1/4"
6' - 2"
WOOD BENCH
LOCKERS
11' - 0" 13' - 8 1/4"
3' - 4" 4' - 8 1/2"
13' - 7 3/8" 13' - 2 3/8" 1' - 0" 14' - 4 1/4" 18' - 8 3/4"
LOCKERS
WOOD
BENCH
3' - 6"
7'
1/
4" 3'
1"
8'
1/
2" 0'
0"
3' - 0"
FOLDING
BENCH, TYP
6' - 0"
FOLDING
BENCH, TYP
A7.1 7 10
26' - 9 3/4" 33' - 1"
/8
WOOD
BENCH
MTL
LOCKERS
SCHLUTER
CORNER TRIM
SCHLUTER
CORNER TRIM
24x40
MIRRORS
SOLID SURFACE COUNTER
W/ UNDERCOUNTER
MOUNTED SINK
PLAM APRON W/
ACCESS PANELS
ELEC HAND DRYER
SOAP
DISPENSERS
SCHLUTER
CORNER TRIM
24x40 MIRRORS
SOAP DISP
SOLID SURFACE COUNTER W/
UNDER COUNTER MOUNTED SINK
PLAM APRON W/
ACCESS PANELS
APRON ACCESS PANEL
SCHLUTER CORNER TRIM,
TYP
ELEC HAND DRYER
ELEC RECEPTICAL, REF
ELEC DWGS
SCHLUTER CORNER TRIM,
TYP
SHOWER CURTAIN AND
ROD
ABA COMPLIANT SHOWER
CONTROLS
GRAB BARS
FOLDING SHOWER SEAT
RECESSED SHOWER
SHELF, REF 4/A7.2
MTL LOCKERS
WOOD
BENCH
SCHLUTER CORNER
TRIM, TYP
MTL LOCKERS
WOOD
BENCH
SCHLUTER CORNER TRIM,
TYP
SHOWER CURTAIN
AND ROD
ABA COMPLIANT SHOWER
CONTROLS
GRAB BARS
FOLDING SHOWER SEAT
RECESSED SHOWER
SHELF, REF 4/A7.2
PLASTIC TOILET PARTITION
GRAB BARS
TOILET TISSUE DISPENSER
W/ SHELF
FLOOR MTD WATER CLOSET,
REF PLUMB DWGS
SCHLUTER CORNER
TRIM, TYP
URINAL
SCREEN
URINAL, REF
PLUMB DWGS
TOILET PARTITION
GRAB BARS
TOILET TISSUE DISP
PROJ. NO.:
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SHEET NO.
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03.13.2019
BKTZ122014
A7.1
Na sh vil le, T en ne ss ee
GC
MS
Pr oc es sin g - B uil din g 7
Na sh vil le, T en ne ss ee
SCALE: 1/4" = 1'-0"A7.1
1 Restrooms and Locker Rooms
SCALE: 1/4" = 1'-0"A7.1
11 Men's Locker
SCALE: 1/4" = 1'-0"A7.1
9 Men's Restroom
SCALE: 1/4" = 1'-0"A7.1
8 Men's Restroom
SCALE: 1/4" = 1'-0"A7.1
2 Women's Restroom
SCALE: 1/4" = 1'-0"A7.1
4 Women's Locker
SCALE: 1/4" = 1'-0"A7.1
5 Women's Locker
SCALE: 1/4" = 1'-0"A7.1
6 Women's Locker
SCALE: 1/4" = 1'-0"A7.1
12 Men's Locker
SCALE: 1/4" = 1'-0"A7.1
3 Women's Restroom
NOTE: ALIGN FLOOR TILE GROUT
JOINTS WITH WALL TILE JOINTS
SCALE: 1/4" = 1'-0"A7.1
7 Men's Restroom
SCALE: 1/4" = 1'-0"A7.1
10 Men's Restroom
REFRIGER
ATOR (NIC)
SOLID SURFACE
COUNTERTOP W/
BACKSPLASH
HARDWOOD CABINET
1' - 3"1' - 3"2' - 6"
UNDERMOUNT SINK
2' - 7 3/4"
6" MAX
ACCESSIBLE SHOWER FIXTURES
AND SHOWER GRAB BAR
LOCATIONS
CONTROL AND
COMPONENT
LOCATION
CL
27" MAX
" M
IN
" M
AX
FOLDING
SHOWER SEAT
2'
CL
2'
CL
CL
CL
CL CL
60" MIN
6" MAX
1' - 6"
6"
1' - 0" 2' - 0"
2'
ACCESSIBLE TOILET GRAB
BAR LOCATIONS
ACCESSIBLE TOILET
GRAB BAR LOCATIONS
TOILET ACCESSORY
LOCATIONS
STANDARD
URINAL
ACCESSIBLE
URINAL
KNEE AND TOE
CLEARANCE AT SINK
MIRROR PAPER TOWEL
DISPENSER
CLOTHES HOOKS
& SHELVES
DRINKING
FOUNTAIN
TYPICAL ELECTRICAL MOUNTING HEIGHTS
IN BATHROOMS, UNLESS NOTED
OTHERWISE
GRAB BAR
3' - 4"
1'
6"
2'
3' - 6"
MAX
1' - 0"
GRAB BAR 2' - 0" 1' - 0"
" m in .-1
9" m ax
1'
8"
CL CL
CL
CL
SANITARY NAPKIN
DISPOSAL SEE
SCHEDULE
SHELF
DOUBLE
TOILET
TISSUE
DISPENSER
2'
0"
1'
5" 2'
" 7"
1'- 6"
9"
8"
6"
8"
7" 2'-
3" 3'-
4" TO
RE
FL
EC
TI
VE
SU
RF
AC
E
3'- 4"
AC
CE
SS
IB
LE
4'-
0" 4"
ST
AN
DA
RD
5'- 9"
4"
3'- 0"
MA
X
TO
S
PO
UT
OU
TL
ET
AC
CE
SS
IB
LE
3'- 8"
6'- 8"D S
AV V
1/
2" m ax
1' - 0"
1'
0"
STANDARD RECESSED SHOWER SHELF
LOCATION GUIDE
RECESSED SHELF TILE PATTERN
1' - 0"
1'
0"
ACCESSIBLE RECESSED SHOWER SHELF
LOCATION GUIDE
RECESSED SHELF TILE PATTERN
4'
0"
5'
0"
2' - 1"
3'
0"
BACKSPLASH AS COUNTERTOP
MATERIAL, 4" HIGH.
PLASTIC LAMINATE COUNTERTOP,
1-1/2" THICKNESS WITH MATCHING
T-MOLD EDGE
DOOR AND DRAWER FRONTS TO BE
FLUSH PANEL, PLASTIC LAMINATE FINISH
WITH T-MOLD EDGE, WIRE PULL.
ADJUSTABLE INTERIOR SHELF,
SOLID WOOD FINISH
4" KICK WITH RUBBER BASE.
0' - 6"
0'
4"
0'
1/
2" 0'
1/ 2"
0'
2" 1'
6"
0'
9"
2' - 1"
2'
SOLID SURFACE TOP, SS1, UNDERMOUNT
LAVATORY
SOLID SURFACE BACKSPLASH
CAULK
2 x 6 FRAMING AT 16" O.C.
2 x 4 SUPPORTS AT 16" O.C. MAX
ANCHOR TO WALL WITH 1/4" BOLTS AT 32"
O.C. - IN METAL STUD WALLS PROVIDE
SOLID WOOD BLOCKING IN WALL TO
RECEIVE ATTACHMENT.
PANELS (INCLUDING REMOVABLE ACCESS
PANELS AT EACH SINK) TO BE FINISHED
CARPENTRY - FINISH WITH PLAM1 - TYP.
0' - 0 3/4" 0' - 7 3/4"
INSTALL ALL COMPONENTS AS
RECOMMENDED BY THE MANUFACTURER
AT SHOWERHEAD: SCHLUTER-KERDI-SEAL-
PS PIPE SEAL
AT MIXING VALVE: SCHLUTER-KERDI-SEAL-
MV MIXING VALVE SEAL
AT INTERIOR BASE EDGES: SCHLUTER-
DILEX-EKE PROFILE, FINISH AS APPROVED
TILE ON UNMODIFIED THIN-
SET MORTAR - SEE SPECS
SCHLUTER-KERDI
WATERPROOFING MEMBRANE
UNMODIFIED THIN-SET MORTAR
CONCRETE SLAB
SCHLUTER-KERDI
WATERPROOFING MEMBRANE
UNMODIFIED THIN-SET MORTAR
5/8" CEMENTITIOUS BACKER BOARD
SCHLUTER-KERDI-DRAIN -
SEE ARCHITECTURAL SPECIFICATION
AT CORNERS: SCHLUTER-KERDI-
KERECK-F WATERPROOFING CORNER
SCHLUTER-KERDI-BAND
WATERPROOFING STRIP -
CONT. AT PERIM.
TILE ON UNMODIFIED THIN-
SET MORTAR SEE SPECSSCHLUTER-KERDI
WATERPROOFING
MEMBRANE
UNMODIFIED THIN-SET MORTAR
AT CORNERS: SCHLUTER-KERDI-KERECK-F
WATERPROOFING CORNER
EXTEND SCHLUTER-KERDI
WATERPROOFING MEMBRANE OVER CURB
TO SLAB
TILE - SEE FINISH SCHEDULE
TILE ON UNMODIFIED THIN-SET MORTAR -
SEE FINISH SCHED AND SPECS
SCHLUTER-KERDI
WATERPROOFING MEMBRANE
UNMODIFIED THIN-SET MORTAR
SCHLUTER-KERDI-SHOWER-SC CURB,
CUT TO FIT
SCHLUTER-KERDI-BAND
WATERPROOFING
STRIP - CONT AT PERIM
APPROX 1/4":12"
TILE ON UNMODIFIED THIN-SET MORTAR
- SEE FINISH SCHED AND SPECS
SCHLUTER-KERDI
WATERPROOFING MEMBRANE
UNMODIFIED THIN-SET MORTAR
1/2" GLASS-MAT-FACED
TILE BACKER BOARD
AT CORNERS: SCHLUTER-
KERDI-KERECK-F
WATERPROOFING CORNER
SCHLUTER-KERDI-DRAIN -
SEE ARCHITECTURAL
SPECIFICATION
APPROX 1/4":12"
UNMODIFIED THIN-
SET MORTAR
SCHLUTER-KERDI-BAND
WATERPROOFING STRIP - CONT AT
PERIM
TILE ON UNMODIFIED THIN-SET
MORTAR - SEE FINISH SCHED AND
SPECS
SCHLUTER-KERDI-SHOWER-
ST-81/152, CUT TO FIT
SCHLUTER-KERDI
WATERPROOFING
MEMBRANE
CONCRETE SLAB
(WIDTH OF TWO TILES)
1' - 0"
MECHANICAL/
PLUMBING
CHASE
EXISTING 3-5/8"
METAL STUD
3-5/8" METAL STUD
2-1/2" METAL STUD
METAL STUD
FRAMING BELOW
EXISTING STUD
TRACK BELOW
GYPSUM BOARD
EXISTING STUD
TRACK BELOW
CEMENTITIOUS
BACKER BOARD
TILE
EXISTING 3-5/8"
METAL STUD
STAINLESS STEEL
SHELF AT MID HEIGHT
SCHLUTER QUADEC TRIM
ALL EXTERIOR EDGES
PROJ. NO.:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
N
M
L
K
J
H
G
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
DATE:
DRAWN:
CHECKED:
SHEET NO.
RE
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ON
S:
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Pr oc es sin g - B uil din g 7
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SCALE: 3/4" = 1'-0"A7.2
3 Break Nook
SCALE: 1/4" = 1'-0"A7.2
7 Standard Mounting Heights
SCALE: 3/4" = 1'-0"A7.2
2 Typical Cabinet Detail
SCALE: 3/4" = 1'-0"A7.2
1 Sink Apron Detail
SCALE: 1" = 1'-0"A7.2
6 Typical Accessible Dormitory Bathroom Shower Detail
SCALE: 1" = 1'-0"A7.2
5 Shower Curb Detail
SCALE: 1 1/2" = 1'-0"A7.2
4 Recessed Shower Shelf γ
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FP1.1
MSD
RWD
1 2 3 4 5 6 8
A A
A.1
B
C
D.1
D D
SCALE: 1/8" = 1'-0"FP1.1
1 Floor Plan - Fire Protection
Classroom
ELEC &
PLUMB
COMM
SIPR
Office
Office
Open Office
Weights
Gym
Storage
Corridor
Assembly
Janitor
114WOMEN'S
LOCKER
WOMEN'S
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MEN'S
RESTROOM
MEN'S
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SPRINKLER PIPING LEGEND
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03.13.19
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SCALE: 1/8" = 1'-0"P1.0
1 Floor Plan - Demolition
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03.13.19
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SCALE: 1/8" = 1'-0"P1.1
1 Floor Plan - Services
Classroom
ELEC &
PLUMB
COMM
SIPR
Office
Office
Open Office
Weights
Gym
Storage
Corridor
Assembly
Janitor
114WOMEN'S
LOCKER
WOMEN'S
RESTROOM
MEN'S
RESTROOM
MEN'S
LOCKER
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BKTZ122014
03.13.19
P r o j e c t
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In c
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T e n n e s s e e
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R
PL
AN
W
AS
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MSD
RWD
1 2 3 4 5 6 8
A A
A.1
B
C
D.1
D D
SCALE: 1/8" = 1'-0"P1.2
1 Floor Plan - Waste & Vent
Classroom
ELEC &
PLUMB
COMM
SIPR
Office
Office
Open Office
Weights
Gym
Storage
Corridor
Assembly
Janitor
114WOMEN'S
LOCKER
WOMEN'S
RESTROOM
MEN'S
RESTROOM
MEN'S
LOCKER
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BKTZ122014
03.13.19
P r o j e c t
N o
E n g in e e r in g S e r v ic e s
G r o u p
In c
K n o x v il l e
T e n n e s s e e
(8
-0
E a s t H il l
A v e
S u it e
C o n s u l t in g E n g in e e
DU
LE
A
ND
D
ET
AI
LS
P2.1
MSD
RWD
GAS WATER HEATERS PIPING SCHEMATIC
NOT TO SCALE
Cold Water Supply
Gas Supply
Electrical Supply (typ)
Condensate Drain (typ)
Hot Water Supply
Recirculation Line iQ251 (2 UNITS)
W/ NO STORAGE
NOTES:
1. This schematic is a suggested piping configuration.
2. Any additional requirements from local codes and ordinances shall supercede this diagram.
3. For pipe sizes and gas pressure requirements, please refer to operation and installation manual.
HOT WATER FIXTURES
Hot Water Return
GG
Gas Cock (typ)
(SET OUTLET TEMPERATURE FOR EACH HEATER AT 120 DEGREES.)
Recirculation Pump
3/4"
Union (typ)
1-1/2"1-1/2"
3/4"
1-1/2"
2" 3/4" 3/4"
3/4"
3/4"3/4" 3/4"
3/4" hwr
3/4"
3/4"
3/4"
See HVAC Drawings for Flues (Typ)
4. Contractor shall provide neutralization kit for all heaters as required.
18" min.
18" min.
Wall
Check Valve (typ)
Provide Gas Drip Leg (typ)
A.S.M.E. T & P Relief Valve.
Pipe to Floor Drain. (typ)
Isolation Valve
Check Valve
Pipe Coupling
Pipe Cap
Recirculation Pump
LEGEND
1/6 HP, 120V, 1 PHASE
B & G SERIES PR - ALL BRONZE
INSTANTANEOUS WATER HEATER
INTELLIHOT 251,000 BTUH INPUT
REC. AT 70 DEGREE RISE EQUALS
6.9 GPM.
EXPANSION TANK
B&G PT-12
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BKTZ122014
03.13.19
P r o j e c t
N o
E n g in e e r in g S e r v ic e s
G r o u p
In c
K n o x v il l e
T e n n e s s e e
(8
-0
E a s t H il l
A v e
S u it e
C o n s u l t in g E n g in e e
A.1
B
C
D.1
D
Flo or
P lan
HV
AC
M1.1
SJS
EHH
SCALE: 1/8" = 1'-0"M1.1
1 Floor Plan - HVAC
Classroom
ELEC &
PLUMB
COMM
SIPR
Office
Office
Open Office
Weights
Gym
Storage
Corridor
Assembly
Janitor
WOMEN'S
LOCKER
WOMEN'S
RESTROOM
MEN'S
RESTROOM
MEN'S
LOCKER
8t h W
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PR
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BKTZ122014
03.13.19
P r o j e c t
N o
E n g in e e r in g S e r v ic e s
G r o u p
In c
K n o x v il l e
T e n n e s s e e
(8
-0
E a s t H il l
A v e
S u it e
C o n s u l t in g E n g in e e r s
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