134th Repair Bldg 410 Roof_Drawings_06.07.24.pdf

PDF 17 MB Posted Aug 9, 2024

Attached to: PSXE242025 Repair TEC Dorm Roofs
Solicitation number: W50S98-24-B-0005
Issued by: Department of the Army Tennessee Army National Guard

About this file

Written by GovTribe AI · Aug 9, 2024

This document appears to be a solicitation for the Repair of TEC Dorm Roofs at the 134th Repair in Building 410, as part of Contract Number W50S98-24-B-0005. The solicitation was issued by the Department of the Army Tennessee Army National Guard.

The key details include: the solicitation number (W50S98-24-B-0005), the project name ("PSXE242025 Repair TEC Dorm Roofs"), the agency responsible (Department of the Army Tennessee Army National Guard), and the requirement to repair the roof of Building 410. The solicitation includes drawings, specifications, and a statement of work. Amendment 1 to the solicitation is also attached. Prospective offerors are instructed to submit base access requests to TSgt Morelock and SSgt Phipps.

View the file

Other files

File	Type	Posted
OF_1419.pdf	PDF	Sep 12, 2024
24B0005 Bid Opening Sign In.pdf	PDF	Sep 12, 2024
PSXE242025 Repair TEC Dorm Roofs Bid Questions_Responses_09.06.24.docx	DOCX document	Sep 8, 2024
PSXE242025 Repair TEC Dorm Roofs Bid Questions_Responses_09.3.24.docx	DOCX document	Sep 4, 2024
PSXE242025 Repair TEC Dorm Roofs Bid Questions_C2RL Responses_08.19.24.docx	DOCX document	Aug 20, 2024
Site Visit Sign in Sheet 24B0005.pdf	PDF	Aug 13, 2024
W50S9824B0005.pdf	PDF	Aug 13, 2024
Site-Visit Minutes 24B0005.pdf	PDF	Aug 13, 2024
W50S9824B0005P0002.pdf	PDF	Aug 13, 2024
Pre-Bid Slides 24B0005.pptx	PPTX presentation	Aug 13, 2024
Construction SOW PSXE242025 Repair TEC Dorm Roofs.pdf	PDF	Aug 9, 2024
W50S9824B0005P0001.pdf	PDF	Aug 9, 2024
134th Repair Bldg 410 Roof_Specifications_06.07.24.pdf	PDF	Aug 9, 2024
W50S9824B0005.pdf	PDF	Aug 9, 2024

Show all 14

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

REPAIR BLDG 410 ROOF

PSXE242016

TENNESSEE AIR NATIONAL GUARD

134TH AIR REFUELING WING

7 JUNE 2024

N.T.S.

LOCATION MAP

PROJECT

SITE

DRAWING LIST

240 West Bessemer St. Alcoa, TN. 37701 Ph. (865) 980-3500

CIVIL ELECTRICAL MECHANICAL ARCHITECTURAL STRUCTURAL

C1.1 OVERALL SITE PLAN - ROOF DRAINS

C3.1 DETAILS

AD1.1 DEMOLITION PLAN - BUILDING 410

AS1.1 SITE PLAN

A1.3 ROOF PLAN - BUILDING 410

A1.4 ROOF DETAILS

A3.1 BUILDING ELEVATIONS - BUILDING 410

A3.2 BUILDING ELEVATIONS - BUILDING 410

A3.3 3D VIEWS

S0.1 STRUCTURAL GENERAL NOTES

S1.1 ROOF FRAMING PLAN

S2.1 SECTIONS & DETAILS

M1.1 UPPER LEVEL FLOOR PLAN - HVAC DEMO

M1.2 UPPER LEVEL FLOOR PLAN - HVAC NEW

M2.1 SCHEDULES & DETAILS - HVAC

E1.1 UPPER LEVEL FLOOR PLAN - DEMOLITION & HVAC WIRING

E3.1 LEGEND & SPECIFICATIONS

C.O.

6" HDPE

8" HDPE

D P

6" HDPE

D P

6" HDPE

D P

DORMITORY 419

DORMITORY 410

DORMITORY 411

DORMITORY 409

6" HDPE

NOTE #6

NOTE #7

C.O.

8" HDPE

C.O.

D P

C.O.

P.I.V.

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

COMM

C O

M M

C O

M M

C O

COMM

C1.1

O V

E R

E P

O O

F D

R A

U S

D W

CWH

CJS

C3.1

NEW STORM PIPE (TYP.)

SEE DETAIL

R ep ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

PSXE242016

6.7.24

NOTE 8, SEE

DETAIL

C3.1

NOTE 8, SEE

DETAIL

C3.1

NOTE 8, SEE

DETAIL

C3.1

NOTE 8, SEE

DETAIL

C3.1

NEW STORM PIPE (TYP.)

SEE DETAIL

C3.1

NEW STORM PIPE (TYP.)

SEE DETAIL

1. EXISTING CONDITIONS INFORMATION TAKEN FROM AERIAL BASE

MAPPING SURVEY AND EXISTING BASE RECORD DRAWINGS.

2. THE LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE

APPROXIMATE ONLY, CONTRACTOR SHALL CONTACT THE TENNESSEE

ONE CALL CENTER AT 811 FOR LOCATION OF ANY/ALL ELECTRICAL

FACILITIES. THE PRIMARY ELECTRICAL SERVICE ON BASE IS OWNED

AND OPERATED BY THE CITY OF ALCOA ELECTRICAL DEPARTMENT.

CONTACT PERSON IS MR. MIKE LINDSAY (865)380-4853.

3. ALL DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE SHALL BE

STABILIZED WITH SOD AS SOON AS PRACTICABLE

4. ALL EXISTING HARDSCAPE AROUND BUILDINGS SHALL REMAIN.

HARDSCAPE THAT IS DISTURBED DURING CONSTRUCTION MAY BE

RE-INSTALLED IF IT IS CLEAN AND FREE OF DEBRIS, OTHERWISE, NEW

HARDSCAPE SHALL BE ADDED TO MATCH EXISTING.

5. ALL DISTURBED AREAS SHALL BE HAND-SMOOTHED TO MATCH

SURROUNDING GRADE. IF GRASS IS REQUIRED, A 4" LAYER OF TOPSOIL

SHALL BE APPLIED ALONG WITH SOD.

6. WHEN CONNECTING TO EXISTING STORM SEWER, CONTRACTOR SHALL

POTHOLE THE CONNECTION POINT AND ANY CROSSING POINTS TO

ENSURE ADEQUATE DEPTH TO PROVIDE POSITIVE DRAINAGE IN THE

NEW PIPING AND AVOID CONFLICTS. DEPTHS OF BURY ARE UNKNOWN

FOR THE EXISTING SMALL DIAMETER STORM PIPING. WHEN CONFLICTS

ARE IDENTIFIED, NOTIFY THE CONTRACTING OFFICER.

7. COORDINATE IN GROUND DRAIN PIPE LOCATIONS WITH ACTUAL

DOWNSPOUT LOCATIONS. MAKE FINAL CONNECTIONS TO IN GROUND

PIPES AFTER DOWNSPOUTS ARE INSTALLED. SEE ARCHITECTURAL

ROOF PLAN AND ELEVATIONS FOR LOCATIONS.

8. CUT AND PATCH EXISTING CONCRETE AS REQUIRED TO INSTALL NEW

ROOF DRAIN LINES. REMOVE AND REPLACE CONCRETE IN FULL JOINT

TO JOINT PANEL SECTIONS.

9. EACH DORMITORY SHALL BE BID AS SEPARATE AND COMPLETE.

CONTRACTORS ARE ADVISED THAT ROOF DRAIN PRICING FOR EACH

BUILDING MUST INCLUDE SCOPE FROM EACH INDIVIDUAL BUILDING TO

THE POINT OF CONNECTION TO THE EXISTING STORM SYSTEM. THIS

DRAWING HIGHLIGHTS WORK ASSOCIATED WITH DORMITORY 410.

NOTES:

LEGEND:

COMM

C.O.

PIV

C.O.

INDEX CONTOUR

INTERMEDIATE CONTOUR

TRANSFORMER

LIGHT POLE

COMMUNICATIONS LINE

ELECTRIC LINE

WATER LINE

GAS LINE

STORM LINE

SANITARY SEWER LINE

CLEAN OUT

FIRE DEPARTMENT CONNECTION

POST INDICATOR VALVE

HEADWALL

HARDSCAPE

REMOVE AND REPLACE SIDEWALK

STORM SEWER PIPE

SIZE AS INDICATED

EXISTING

NEW

CLEAN OUT

ELECTRIC METER

ELECTRIC PULL BOX

WATER METER

MANHOLE

TELEPHONE PEDESTAL

GAS REGULATOR

C3.1

NOTE 6

NOTE 8, SEE

DETAIL

C3.1

POTENTIAL

CONFLICT

SEE NOTE 6

POTENTIAL

CONFLICT

SEE NOTE 6

POTENTIAL

CONFLICT

SEE NOTE 6

POTENTIAL

CONFLICT

SEE NOTE 6

POTENTIAL

CONFLICT

SEE NOTE 6

POTENTIAL

CONFLICT

SEE NOTE 6

POTENTIAL

CONFLICT

SEE NOTE 6

AutoCAD SHX Text

8"DIP W.L.

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text

SCALE: 1 INCH = 10 FEET

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 3286 North Park Blvd. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text H:\USPFO\47.273 - Repair Bldg 410-411-419 Roofs\02-Drawings\Sheets\CIVIL-410.dwg Plotted: June 7, 2024 Plotted: June 7, 2024 June 7, 2024 2:35 PM By: Craig Haney By: Craig HaneyCraig Haney

AutoCAD SHX Text Knoxville, Tennessee

AutoCAD SHX Text T

C3.1

CWH

CJS

R ep ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

PSXE242016

6.7.24

I N

TOP OF HARDSCAPE SHALL

BE FLUSH WITH TOP OF

ADJACENT GRADE

PROPEX GEOTEX 801

NON-WOVEN FABRIC OR

EQUIVALENT

NEW HARDSCAPE OVER FABRIC VEGETATIVE BARRIER.

HARDSCAPE SIZE SHALL MATCH SURROUNDING

CONDITIONS. NOTE THERE ARE DIFFERENT SIZES OF

HARDSCAPE EXISTING ON SITE

6"x6" W2.9 x W2.9 WWF

TYPICAL SECTION

WIDTH VARIES

4" CONCRETE SIDEWALK ON 4"

MINERAL AGGREGATE BASE

XXXXXXX

" EXPANSION JOINT, TYPICAL

XXXXX X X X

EXISTING SIDEWALK

NEW SIDEWALK FLUSH WITH

EXISTING, TYPICAL

1. THE NEW SURFACE FINISH AND PATTERN SHALL MATCH THE

SURFACE FINISH AND PATTERN ON EXISTING SURROUNDING

PAVEMENT

NOTE:

45° BEND

FLOWFLOW

FLOW

45° WYE OR REDUCING

WYE WHERE NECESSARY

FLOW FROM

DOWNSPOUT

LATERAL CONNECTION DETAIL

45° BEND

FLOW

CLEANOUT DETAIL

45° WYE OR REDUCING

WYE WHERE NECESSARY

2'-0" SQ.

CONC. PAD

HDPE DRAIN PIPE

DOWNSPOUT RISER PIPE.

HDPE DOWNSPOUT ADAPTER,

SIZE PER ACTUAL

DOWNSPOUT.

90° BEND

SECTION

I N

I M

U M

O V

E R

O O

R D

I N

A T

W I T

X I S

T I N

T I L

I T

I E

5' (MIN.)

BUILDING FACE, SHOWN FOR

REFERENCE ONLY

FINISHED GRADE

CLEANOUT SHALL BE HEAVY DUTY ABS

HOUSING WITH CAST IRON COVER.

CLEANOUT PIPE SIZE SHALL BE SAME AS

RUN.

NEW DOWNSPOUT, SEE

ARCHITECTURAL FOR SIZE

NOTES

1. CLEANOUTS LOCATED IN HARDSCAPE AREAS SHALL HAVE THE

TOP OF THE CLEANOUT FLUSH WITH THE TOP OF THE

HARDSCAPE

CONCRETE NOTES

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.

A1 DOWNSPOUT CONNECTION

NOT TO SCALE

A8 CONCRETE SIDEWALK PATCH

NOT TO SCALE

D8 HARDSCAPE DETAIL

NOT TO SCALE

J13 CONCRETE NOTES

NOT TO SCALE

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 3286 North Park Blvd. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text H:\USPFO\47.273 - Repair Bldg 410-411-419 Roofs\02-Drawings\Sheets\CIVIL-410.dwg Plotted: June 7, 2024 Plotted: June 7, 2024 June 7, 2024 2:36 PM By: Craig Haney By: Craig HaneyCraig Haney

AutoCAD SHX Text Knoxville, Tennessee

Knoxville, Tennessee

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO BE DEMOLISHED

EXISTING DOOR TO REMAIN

EXISTING DOOR TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

1. REPRESENTATIONS OF EXISTING SITE AND BUILDING CONDITIONS ARE PROVIDED FOR

REFERENCE ONLY, INTERPOLATED FROM DOCUMENTS PROVIDED BY THE GOVERNMENT.

GOVERNMENT AND ARCHITECT ASSUME NO RESPONSIBILITY FOR THE ACCURACY AND

COMPLETENESS OF SUCH DATA. REPRESENTATIONS ARE NOT INTENDED TO SUPPLANT

FIRST HAND OBSERVATIONS. INTEGRATION OF NEW WORK WITH EXISTING WORK IS

SUBJECT TO MINOR ADJUSTMENT IN THE FIELD. NOTIFY THE C.O.R. IF EXISTING

CONDITIONS VARY SIGNIFICANTLY FROM THOSE INDICATED ON THE DOCUMENTS

PRIOR TO EXECUTING AFFECTED WORK.

2. THE DOCUMENTS ARE NOT INTENDED TO INDICATE ALL MATERIALS TO BE REMOVED,

RELOCATED OR REPAIRED. THE CONTRACTOR SHALL NOT RECEIVE ADDITIONAL

PAYMENT FOR DEMOLITION, PATCHING OR REPAIR WORK THAT CAN BE REASONABLY

INFERRED FROM EXAMINATION OF SITE CONDITIONS AND CONTRACT DOCUMENTS.

VERIFY WITH C.O.R. WHICH ITEMS TO BE REMOVED SHALL BE REUSED IN THE PROJECT OR

TURNED OVER TO THE GOVERNMENT. ITEMS NOT SO DESIGNATED SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF SITE PER LOCAL

REGULATIONS.

3. DASHED LINES INDICATE ITEMS TO BE REMOVED OR DEMOLISHED.

4. DIMENSIONS INDICATED AS A +/- ARE SUBJECT TO MINOR ADJUSTMENT IN THE FIELD.

OTHER DIMENSIONS ARE FIXED UNLESS DIRECTED OTHERWISE. NOTIFY THE C.O.R. IF

ACTUAL DIMENSIONS VARY MORE THAN 2" FROM DIMENSION INDICATED ON THE

DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF FIELD

DIMENSIONS, PARTICULARLY WHERE NEW WORK IS TO BE FITTED WITHIN EXISTING

CONSTRUCTION.

5. ANY EXISTING STRUCTURE, WALLS, CEILING, ETC. TO REMAIN WHERE STRUCTURAL

STABILITY MAY BE LESSENED BY REMOVAL AS NOTED ON DRAWINGS SHALL BE BRACED

AND LEFT IN STABLE CONDITION UNTIL NEW CONSTRUCTION COMMENCES.

6. ALL EXISTING PLUMBING AND GAS LINES SHALL BE CAPPED AFTER REMOVAL OF

EXISTING FIXTURES. ALL UTILITIES TO BE CAPPED IN AREAS AFFECTED AS REQUIRED AND

REROUTED PER FINAL LAYOUT. PROVIDE RATED CONSTRUCTION OR OPENING

PROTECTIVE MATCHING EXISTING CONSTRUCTION WHERE REQUIRED.

7. PATCH AND REPAIR ALL NEW OPENINGS IN EXISTING CONSTRUCTION AND SURFACES

EXPOSED DUE TO DEMOLITION TO MATCH ADJACENT OR NEW FINISH.

8. PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED

TO PROTECT THE GENERAL PUBLIC FROM INJURY BY DEMOLITION WORK AND TO

PROVIDE FREE AND SAFE PASSAGE TO AND FROM OCCUPIED PORTIONS OF THE

BUILDING.

9. CONTRACTOR TO PREVENT DAMAGE TO EXISTING SIDEWALK AND PARKING AREA

DURING CONSTRUCTION OR INSTALLATION OF SERVICES.

10. DO NOT INTERRUPT EXISTING UTILITIES IN USE BY OCCUPIED FACILITIES UNLESS

AUTHORIZED IN WRITING BY THE C.O.R.

11. LOCATE, IDENTIFY, SHUT OFF, CAP AND DISCONNECT UTILITIES AT PROPERTY LINE OR

VALVE. PROVIDE BY-PASS CONNECTIONS AS REQUIRED TO MAINTAIN SERVICES TO

ADJACENT PROPERTIES AND FACILITIES. PROVIDE A MINIMUM 72 HOUR ADVANCE

NOTICE TO C.O.R. IF SHUT DOWN OF UTILITY SERVICE IS REQUIRED DURING CHANGE

OVER.

12. CONTRACTOR TO COORDINATE WORK SCHEDULE WITH C.O.R. TO ACCOMMODATE

LEVEL OF NOISE PRODUCED BY SCHEDULED WORK WITH BUILDING OCCUPANTS

DURING DEMOLITION.

13. REMOVE ALL EXISTING FINISHES AT DEMOLISHED AREAS UNLESS NOTED OTHERWISE.

REMOVE EXISTING FINISHES AS REQUIRED AT OTHER AREAS SCHEDULED TO RECEIVE NEW

FINISHES

14. PROTECT ALL FINISHES OR FIXTURES WHICH ARE EXISTING TO REMAIN. REPAIR OR

REPLACE AS REQUIRED

15. SALVAGEABLE ITEMS SHALL BE STORED, RE-USED, OR DISPOSED OF AT THE C.O.R.'S

DIRECTION

DEMOLITION NOTES

DEMOLITION KEYNOTES

A EXISTING COPING TO BE REMOVED

ADDITIONAL DEMOLITION NOTES:

1. REMOVE ALL EXISTING METAL COPING.

2. REMOVE EXISTING BUILT-UP ROOF SYSTEM AND BALLAST.

3. REMOVE ALL EXISTING CANT STRIPS.

4. REMOVE EXISTING INSULATION TO EXISTING ROOF DECK.

5. SEE MECHANICAL, PLUMBING & ELECTRICAL FOR EQUIPMENT TO BE

REMOVED OR TO REMAIN.

6. CONTRACTOR IS REQUIRED TO MAINTAIN WATERTIGHTNESS OF

EXISTING CONSTRUCTION THROUGH INSTALLATION OF NEW

ROOFING SYSTEM TO AVOID DAMAGE TO EXISTING UPPER LEVEL

INTERIOR FINISHES.

SLOPE

S L O

P E

S L O

P E

S L O

P E

SLOPE

EXHAUST FAN, TYP.

RIDGE

ROOF HATCH

A3.1

A3.22

A3.2

A3.1

AD1.16

AD1.15

AD1.1 7

AD1.1 4

AD1.1

A A

SEE NOTES SHT. AS1.1 REGARDING SCOPE OF WORK AT CONNECTOR

REMOVE EXISTING ROOF SYSTEMS, TYP.

NOTE:

IMAGES ARE FROM BUILDING 410 ARE TYPICAL ALSO

OF BUILDINGS 411 AND 419. THESE IMAGES ARE

INCLUDED TO AID THE G.C. TO UNDERSTAND SCOPE OF

WORK AND ARE NOT INTENDED TO BE INCLUSIVE AND

DOES NOT REPLACE THE G.C. RESPONSIBILITY TO VISIT

THE SITE TO VERIFY EXISTING CONDITIONS.

AD1.1

1 ROOF DRAIN & SCUPPER

AD1.1

3 ROOF HATCH ON CURB

AD1.1

5 PIPE VENT

AD1.1

7 PENETRATION TYPE 2

AD1.1

2 EXHAUST FAN ON CURB

AD1.1

4 ANTENNA

AD1.1

6 EXHAUST FLUES

KEY PLAN

SHEET NO.

DATE:

PROJ. NO:

DRAWN:

CHECKED:

A ir

R e fu e li n g W in g

A lc o a T e n n e s s e e

A lc o a T e n n e s s e e fa x p h

D a v e n p o r t

R d

K n o x v il le T N p h

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

C O

6666////7777////22224444

AD1.1

06.07.2024

PSXE242016

R E

P A

L D

O O

D E

M O

P L A

B U

C iv il

E n g in e e r

A d d r e s s

1/4" = 1'-0"AD1.1

1 DEMO ROOF PLAN

R E V

I�

R e v is i� e sc ri p ti a te

1. SEE CIVIL DRAWINGS FOR SITE LAYOUT INCLUDING BUILDING LOCATION

2. SEE CIVIL DRAWINGS FOR PARKING CALCULATIONS, PARKING AND SIDEWALK LAYOUT

3. SEE LANDSCAPE PLANS FOR LANDSCAPE LAYOUT

4. SEE CIVIL DRAWINGS FOR SITE UTILITIES

5. SEE SITE ELECTRICAL DRAWINGS FOR EXTERIOR LIGHTING LOCATIONS

ARCHITECTURAL SITE PLAN NOTES

BUILDING 419

BUILDING 411

BUILDING 410

B B

SITE PLAN KEYNOTES

A EXISTING CANOPY TO BE REMOVED & REPLACED T.M.E.C. @ BUILDINGS 406 & 407;

CANOPY REMOVAL TO BE INCLUDED WITHIN BUILDING 419 SCOPE OF WORK

B EXISTING CANOPY TO BE REMOVED & REPLACED T.M.E.C. @ BUILDINGS 406 & 407;

CANOPY REMOVAL TO BE INCLUDED WITHIN BUILDING 410 SCOPE OF WORK

SHEET NO.

DATE:

PROJ. NO:

DRAWN:

CHECKED:

A ir

R e fu e li n g W in g

A lc o a T e n n e s s e e

A lc o a T e n n e s s e e fa x p h

D a v e n p o r t

R d

K n o x v il le T N p h

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

C O

6666////7777////22224444

AS1.1

06.07.2024

PSXE242016

R E

P A

L D

O O

E P

L A

C iv il

E n g in e e r

A d d r e s s

1/8" = 1'-0"AS1.1

1 SITE PLAN

R E V

I�

R e v e sc ri p

1. ARROWS INDICATE DOWNWARD ROOF SLOPE. SLOPE AS INDICATED (1/4" PER FOOT

MINIMUM).

2. PROVIDE ACCESS ALL EXISTING ROOF TOP EQUIPMENT AND PENETRATIONS, TYP.

3. PROVIDE VENTS THROUGH ROOF AS INDICATED ON PLUMBING DRAWINGS FOR

PLUMBING SYSTEMS. LOCATIONS TO BE NO CLOSER THAN 5'-0" TO PARAPET OR EAVE

AND NO CLOSER THAN 10'-0" TO ANY AIR INTAKE.

ROOF PLAN NOTES

KEY PLAN

EXISTING ROOF TO REMAIN

NEW PRE-FINISHED STANDING

SEAM METAL ROOF

NEW PRE-FINISHED METAL

GUTTER, TYP.

RIDGE

G E

RIDGE

V A

LLEY

V A

LLEY

D .S

D.S. D.S.

D.S.

D.S.D.S.

3' - 8" 3' - 8"

3' - 8"

22' - 4 1/4" 70' - 8"

93' - 0 1/4"

22' - 4 1/4" 39' - 7 3/4" 22' - 4 1/4"

84' - 4 1/4"

3" / 1'-0"

A3.1

A3.22

A3.2

A3.1

D .S

SHEET NO.

DATE:

PROJ. NO:

DRAWN:

CHECKED:

A ir

R e fu e li n g W in g

A lc o a T e n n e s s e e

A lc o a T e n n e s s e e fa x p h

D a v e n p o r t

R d

K n o x v il le T N p h

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

C O

6666////7777////22224444

A1.3

06.07.2024

PSXE242016

R E

P A

L D

O O

R O

O F

P L A

B U

C iv il

E n g in e e r

A d d r e s s

1/4" = 1'-0"A1.3

1 ROOF PLAN

R E V

I�

R e v e sc ri p

T.O. EXISTING MASONRY

27' - 8"

1' - 8"

EXISTING UTILITY BRICK VENEER

EXISTING RIGID INSULATION

EXISTING CMU BLOCK

EXISTING CMU BOND BEAM

METAL SOFFIT PANEL

"J" TRIM, TYP. EACH END

R-10 MIN. RIGID INSULATION

VAPOR BARRIER OVER 5/8"

EXTERIOR GRADE SHEATHING

CLIP ANGLE

METAL ROOF TRUSS

METAL DRIP EDGE

BASE TRIM

METAL PANEL

2X P.T. WOOD

BLOCKING AS REQ'D

PRE-FINISHED METAL

GUTTER

METAL ROOF DECKING

2X P.T. WOOD BLOCKING AS REQ'D

R-30 MIN. RIGID INSULATION

FULLY ADHERED H.T. ROOF

UNDERLAYMENT

PRE-FINISHED STANDING SEAM

METAL ROOF PANEL

METAL DRIP EDGE

SEALANT

CLAMP RING

PRE-MOLDED PIPE BOOT

FASTEN THROUGH

TO ROOF DECK

SEALANT

EXTEND VENT PIPE THRU

NEW ROOF AS REQ'D

PRE-FINISHED STANDING

SEAM METAL ROOF

FASTENER, TYP.

METAL ROOF DECKING

R-30 MIN. RIGID INSULATION

FULLY ADHERED H.T.

UNDERLAYMENT SYSTEM

BEARING PLATE

ROOF CLIP

PRE-FINISHED STANDING

SEAM METAL ROOF

Z-CLOSURECUT TO FIT

BETWEEN SEAMS W/ SEALANT

ON ALL CUT EDGES, TYP.

BREAD PAN FOLD

CONT. BUTYL TAPE SEALANT,

TYP.

RIDGE OR HIP CAP COLOR MATCHED SCREW W/

BONDED SEALING WASHER @

18" O.C. STAGGERED

6" MIN.

FASTENER, TYP.

METAL ROOF DECKING

R-30 MIN. RIGID INSULATION

FULLY ADHERED H.T.

UNDERLAYMENT SYSTEM

VALLEY FLASHING

BEARING PLATE

ROOF CLIP

PRE-FINISHED STANDING

SEAM METAL ROOF

COLOR MATCHED SCREW W/

BONDED SEALING WASHER @

18" O.C. STAGGERED

SHEET NO.

DATE:

PROJ. NO:

DRAWN:

CHECKED:

A ir

R e fu e li n g W in g

A lc o a T e n n e s s e e

A lc o a T e n n e s s e e fa x p h

D a v e n p o r t

R d

K n o x v il le T N p h

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

C O

6666////7777////22224444

A1.4

06.07.2024

PSXE242016

R E

P A

L D

O O

R O

O F

D E

T A

C iv il

E n g in e e r

A d d r e s s

1 1/2" = 1'-0"A1.4

1 TYPICAL STANDING SEAM ROOF DETAIL

1 1/2" = 1'-0"A1.4

2 ROOF PENETRATION DETAIL

1 1/2" = 1'-0"A1.4

3 ROOF RIDGE DETAIL

1 1/2" = 1'-0"A1.4

4 ROOF VALLEY DETAIL

R E V

I�

R e v e sc ri p

GROUND LEVEL

T.O. EXISTING MASONRY

27' - 8"

NEW PRE-FINISHED METAL

GUTTER, TYP.

NEW PRE-FINISHED METAL

DOWNSPOUT, TYP.

NEW PRE-FINISHED STANDING

SEAM METAL ROOF

GROUND LEVEL

T.O. EXISTING MASONRY

27' - 8"

NEW PRE-FINISHED METAL

GUTTER, TYP.

NEW PRE-FINISHED METAL

DOWNSPOUT, TYP.

NEW PRE-FINISHED STANDING

SEAM METAL ROOF

SHEET NO.

DATE:

PROJ. NO:

DRAWN:

CHECKED:

A ir

R e fu e li n g W in g

A lc o a T e n n e s s e e

A lc o a T e n n e s s e e fa x p h

D a v e n p o r t

R d

K n o x v il le T N p h

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

C O

6666////7777////22224444

A3.1

06.07.2024

PSXE242016

R E

P A

L D

O O

B U

E L E

V A

N S

C iv il

E n g in e e r

A d d r e s s

1/4" = 1'-0"A3.1

1 BUILDING ELEVATION

1/4" = 1'-0"A3.1

2 BUILDING ELEVATION

R E V

I�

R e v e sc ri p

GROUND LEVEL

T.O. EXISTING MASONRY

27' - 8"

NEW PRE-FINISHED METAL

GUTTER, TYP.

NEW PRE-FINISHED METAL

DOWNSPOUT, TYP.

NEW PRE-FINISHED STANDING

SEAM METAL ROOF

GROUND LEVEL

T.O. EXISTING MASONRY

27' - 8"

NEW PRE-FINISHED METAL

GUTTER, TYP.

NEW PRE-FINISHED METAL

DOWNSPOUT, TYP.

NEW PRE-FINISHED STANDING

SEAM METAL ROOF

SHEET NO.

DATE:

PROJ. NO:

DRAWN:

CHECKED:

A ir

R e fu e li n g W in g

A lc o a T e n n e s s e e

A lc o a T e n n e s s e e fa x p h

D a v e n p o r t

R d

K n o x v il le T N p h

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

C O

6666////7777////22224444

A3.2

06.07.2024

PSXE242016

R E

P A

L D

O O

B U

E L E

V A

N S

C iv il

E n g in e e r

A d d r e s s

1/4" = 1'-0"A3.2

1 BUILDING ELEVATION

1/4" = 1'-0"A3.2

2 BUILDING ELEVATION

R E V

I�

R e v e sc ri p

BUILDING 419

BUILDING 411

BUILDING 410

BUILDING 419

BUILDING 411

BUILDING 410

BUILDING 419

BUILDING 411

BUILDING 410

BUILDING 419

BUILDING 411

BUILDING 410

SHEET NO.

DATE:

PROJ. NO:

DRAWN:

CHECKED:

A ir

R e fu e li n g W in g

A lc o a T e n n e s s e e

A lc o a T e n n e s s e e fa x p h

D a v e n p o r t

R d

K n o x v il le T N p h

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

C O

6666////7777////22224444

A3.3

06.07.2024

PSXE242016

R E

P A

L D

O O

W S

C iv il

E n g in e e r

A d d r e s s

A3.3

1 3D VIEW

A3.3

2 3D VIEW

A3.3

3 3D VIEW

A3.3

4 3D VIEW

R E V

I�

R e v e sc ri p

S0.1

Fo rm er ly

C ar pe nt er W rig ht

E ng in ee rs

B& P

Jo b

N o.

Sh er la ke

L an e S ui te

Kn ox vi lle

, T en ne ss ee

Te l:

) 5

-8

C op yr ig ht

B en ne tt

Pl es s, In c.

Al l R ig ht s

R es er ve d

NOT FOR

CONSTRUCTION

PRELIMINARY

FOR REVIEW

R ep ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

DJW

RFK

06.07.24

R O

O F

G P

S1.1

Fo rm er ly

C ar pe nt er W rig ht

E ng in ee rs

B& P

Jo b

N o.

Sh er la ke

L an e S ui te

Kn ox vi lle

, T en ne ss ee

Te l:

) 5

-8

C op yr ig ht

B en ne tt

Pl es s, In c.

Al l R ig ht s

R es er ve d

NOT FOR

CONSTRUCTION

PRELIMINARY

FOR REVIEW

R ep ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

DJW

RFK

S E

O N

D E

S2.1

Fo rm er ly

C ar pe nt er W rig ht

E ng in ee rs

B& P

Jo b

N o.

Sh er la ke

L an e S ui te

Kn ox vi lle

, T en ne ss ee

Te l:

) 5

-8

C op yr ig ht

B en ne tt

Pl es s, In c.

Al l R ig ht s

R es er ve d

NOT FOR

CONSTRUCTION

PRELIMINARY

FOR REVIEW

R ep ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

DJW

RFK

ep ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

PSXE242016

06.07.24

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

-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

M1.1

E R

L E

V E

O O

R P

V A

C D

E M

SEP

JRW

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text \\ESGSTOR\Projects\2024\24691 TANG 134th Bldg 410 Roof Replacement Type B\Hvac\24691-410-M1.1.dwg Plotted: June 7, 2024 9:03 AM By: Kyle RussellJune 7, 2024 9:03 AM By: Kyle Russell 9:03 AM By: Kyle Russell9:03 AM By: Kyle Russell By: Kyle RussellKyle Russell

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 3286 North Park Blvd. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text Knoxville, Tennessee

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

FOYER

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

FOYER

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text

JAN.

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

%%UUPPER LEVEL FLOOR PLAN - HVAC DEMO

AutoCAD SHX Text

SCALE: 1/4" = 1' - 0"

AutoCAD SHX Text N

AutoCAD SHX Text

EXISTING TO REMAIN

AutoCAD SHX Text

EXISTING TO DEMOLISH

AutoCAD SHX Text

%%UHVAC DEMO LEGEND

AutoCAD SHX Text

REMOVE EXISTING ROOF

AutoCAD SHX Text

EXHAUST FAN AND

AutoCAD SHX Text

DUCTWORK AS SHOWN.

AutoCAD SHX Text

CAP EXISTING ROOF

AutoCAD SHX Text

CURB WITH SHEET

AutoCAD SHX Text

METAL CAP

AutoCAD SHX Text C301

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text C302

AutoCAD SHX Text

MECH

AutoCAD SHX Text C304

AutoCAD SHX Text

NEW

AutoCAD SHX Text

COMM

AutoCAD SHX Text

REMOVE EXISTING ROOF

AutoCAD SHX Text

EXHAUST FAN AND

AutoCAD SHX Text

DUCTWORK AS SHOWN.

AutoCAD SHX Text

CAP EXISTING ROOF

AutoCAD SHX Text

CURB WITH SHEET

AutoCAD SHX Text

METAL CAP

AutoCAD SHX Text

EXISTING TO

AutoCAD SHX Text

REMAIN (TYPICAL)

AutoCAD SHX Text

EXISTING TO

AutoCAD SHX Text

REMAIN (TYPICAL)

AutoCAD SHX Text

EXISTING TO

AutoCAD SHX Text

REMAIN (TYPICAL)

AutoCAD SHX Text

EXISTING TO

AutoCAD SHX Text

REMAIN (TYPICAL)

AutoCAD SHX Text

EXISTING TO

AutoCAD SHX Text

REMAIN (TYPICAL)

AutoCAD SHX Text

EXISTING TO

AutoCAD SHX Text

REMAIN (TYPICAL)

AutoCAD SHX Text

EXISTING TO

AutoCAD SHX Text

REMAIN (TYPICAL)

AutoCAD SHX Text

EXISTING TO

REMAIN (TYPICAL)

ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

PSXE242016

06.07.24

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

-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

M1.2

E R

L E

V E

O O

R P

V A

C N

E W

SEP

JRW

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text \\ESGSTOR\Projects\2024\24691 TANG 134th Bldg 410 Roof Replacement Type B\Hvac\24691-410-M1.2.dwg Plotted: June 7, 2024 9:03 AM By: Kyle RussellJune 7, 2024 9:03 AM By: Kyle Russell 9:03 AM By: Kyle Russell9:03 AM By: Kyle Russell By: Kyle RussellKyle Russell

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 3286 North Park Blvd. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text Knoxville, Tennessee

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

BEDROOM

AutoCAD SHX Text

LOUNGE

AutoCAD SHX Text

FOYER

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

CORR.

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

BATH

AutoCAD SHX Text

FOYER

AutoCAD SHX Text

ELEC.

AutoCAD SHX Text

JAN.

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

%%UUPPER LEVEL FLOOR PLAN - HVAC NEW

AutoCAD SHX Text

SCALE: 1/4" = 1' - 0"

AutoCAD SHX Text N

AutoCAD SHX Text C301

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text C302

AutoCAD SHX Text

MECH

AutoCAD SHX Text C304

AutoCAD SHX Text

NEW

AutoCAD SHX Text

COMM

AutoCAD SHX Text

EXISTING TO REMAIN

AutoCAD SHX Text

NEW WORK

AutoCAD SHX Text

%%UHVAC NEW LEGEND

AutoCAD SHX Text 18x12 EXHAUST LOUVER

AutoCAD SHX Text

WITH DRAINABLE BLADES

AutoCAD SHX Text

AND BIRD SCREEN

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text N6

AutoCAD SHX Text 24x12 EXHAUST LOUVER

AutoCAD SHX Text

WITH DRAINABLE BLADES

AutoCAD SHX Text

AND BIRD SCREEN

AutoCAD SHX Text 12x12

AutoCAD SHX Text 10x10

AutoCAD SHX Text 10x6

AutoCAD SHX Text 8x6

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text N7

AutoCAD SHX Text 12x10

AutoCAD SHX Text 12x8

AutoCAD SHX Text

EXISTING DUCT

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

EXISTING DUCT

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

EXISTING DUCT

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

EXISTING DUCT

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

MOTORIZED DAMPER

AutoCAD SHX Text 120v

AutoCAD SHX Text

MOTORIZED DAMPER

120v ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

PSXE242016

06.07.24

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

-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

M1.2

S C

H E

D U

V A

SEP

JRW

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text Q

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text N

AutoCAD SHX Text \\ESGSTOR\Projects\2024\24691 TANG 134th Bldg 410 Roof Replacement Type B\Hvac\24691-410-M2.1.dwg Plotted: June 7, 2024 9:04 AM By: Kyle RussellJune 7, 2024 9:04 AM By: Kyle Russell 9:04 AM By: Kyle Russell9:04 AM By: Kyle Russell By: Kyle RussellKyle Russell

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 3286 North Park Blvd. Alcoa, TN. 37701

AutoCAD SHX Text

ph. 865 980 3500 fax. 865 980 3555

AutoCAD SHX Text Knoxville, Tennessee

AutoCAD SHX Text

%%UEXHAUST FAN SCHEDULE NOTES:

AutoCAD SHX Text

ALL UNITS SHALL BE U.L. LISTED AND AMCA CERTIFIED.

AutoCAD SHX Text 1.

AutoCAD SHX Text

EXHAUST FAN SCHEDULE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

EF-N6

AutoCAD SHX Text

CFM

AutoCAD SHX Text

IN WG

AutoCAD SHX Text E.S.P.

AutoCAD SHX Text

HP OR

AutoCAD SHX Text

RPM

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text

CONTROL

AutoCAD SHX Text

DESIGN BASIS

AutoCAD SHX Text

VOLTS/

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

SONES

AutoCAD SHX Text

(LBS)

AutoCAD SHX Text

WEIGHT

AutoCAD SHX Text 2.

AutoCAD SHX Text

WATTS

AutoCAD SHX Text THIS FAN SHALL BE CONTROLLED BY THE FACILITY ENERGY MANAGEMENT SYSTEM. REFER TO THE FACILITY ENERGY MANAGEMENT

AutoCAD SHX Text

SYSTEM CONTROLS DESCRIPTIONS FOR ADDITIONAL REQUIREMENTS.

AutoCAD SHX Text ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS, VIBRATION ISOLATORS, DISCONNECTS AND SPEED CONTROLLERS MOUNTED ON FANS.

AutoCAD SHX Text 3.

AutoCAD SHX Text 0.75"

AutoCAD SHX Text

CENTRIFUGAL

AutoCAD SHX Text

GREENHECK CSP-A1050

AutoCAD SHX Text

DIRECT

AutoCAD SHX Text

467 WATTS

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text 120/1

AutoCAD SHX Text

INLINE

AutoCAD SHX Text

BUILDING EMS

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

EF-N7

AutoCAD SHX Text 0.75"

AutoCAD SHX Text

CENTRIFUGAL

AutoCAD SHX Text

GREENHECK CSP-A700

AutoCAD SHX Text

368 WATTS

AutoCAD SHX Text

AutoCAD SHX Text 3.0

AutoCAD SHX Text

AutoCAD SHX Text 120/1

AutoCAD SHX Text

INLINE

AutoCAD SHX Text

BUILDING EMS

AutoCAD SHX Text

SEE NOTE 2

AutoCAD SHX Text

DIRECT

AutoCAD SHX Text

%%UMECHANICAL SPECIFICATIONS

AutoCAD SHX Text

PART 1 - GENERAL

AutoCAD SHX Text

1.01 WORK INCLUDED

AutoCAD SHX Text

A. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH

AutoCAD SHX Text

AND INSTALL ALL SYSTEMS, EQUIPMENT, AND RELATED ITEMS

AutoCAD SHX Text

DESCRIBED UNDER THIS SPECIFICATION.

AutoCAD SHX Text

B. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

AutoCAD SHX Text

DETERMINE THE CHARACTERISTICS OF ELECTRICAL CURRENT

AutoCAD SHX Text

AVAILABLE TO OPERATE THE MECHANICAL EQUIPMENT PRIOR

AutoCAD SHX Text

TO ORDERING SUCH EQUIPMENT. ALL ELECTRICALLY

AutoCAD SHX Text

OPERATED EQUIPMENT SHALL BE DESIGNED FOR OPERATION

AutoCAD SHX Text

WITH THE TYPE OF ELECTRIC CURRENT AVAILABLE TO THE

AutoCAD SHX Text

PROJECT. ALL POWER WIRING SHALL BE SPECIFIED ON THE

AutoCAD SHX Text

ON THE ELECTRICAL DRAWINGS. CONTROL WIRING AND

AutoCAD SHX Text

CONDUIT SHALL BE INSTALLED BY THE MECHANICAL

AutoCAD SHX Text

CONTRACTOR, INSTALLED ACCORDING TO THE ELECTRICAL

AutoCAD SHX Text

SPECIFICATIONS.

AutoCAD SHX Text

C. IT SHALL FURTHER BE THE CONTRACTOR'S RESPONSIBILITY

AutoCAD SHX Text

TO LOCATE, LAYOUT AND MAKE PROVISIONS FOR ALL

AutoCAD SHX Text

OPENINGS REQUIRED IN PRECAST OR CAST IN PLACE

AutoCAD SHX Text

CONCRETE SLABS, ETC., NECESSARY TO ACCOMMODATE HIS

AutoCAD SHX Text

WORK.

AutoCAD SHX Text

D. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH

AutoCAD SHX Text

THE MANUFACTURER'S DRAWINGS AND RECOMMENDATIONS

AutoCAD SHX Text

E. VERIFY ALL CONNECTIONS AND ROUGH-IN LOCATIONS WITH

AutoCAD SHX Text

THE COR AND EQUIPMENT SUPPLIER OR CONTRACTOR PRIOR

AutoCAD SHX Text

TO THE START OF THEIR WORK.

AutoCAD SHX Text

1.02 CODES AND FEES

AutoCAD SHX Text

A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

AutoCAD SHX Text

APPLICABLE PROVISIONS OF THE LOCAL CODES,

AutoCAD SHX Text

INTERNATIONAL MECHANICAL CODE, NFPA, UL, ASTM, ASHRAE,

AutoCAD SHX Text

SMACNA, ASME AND ANSI.

AutoCAD SHX Text

B. ALL ELECTRICAL EQUIPMENT TO BE U.L. LISTED.

AutoCAD SHX Text

PART 2 - PRODUCTS

AutoCAD SHX Text

2.01 DUCTWORK

AutoCAD SHX Text

ALL DUCTWORK SHALL BE SHEET METAL FABRICATED AND

AutoCAD SHX Text

INSTALLED ACCORDING TO SMACNA. DUCT TO BE 26 GA MINIMUM.

AutoCAD SHX Text

2.02 MOTORS

AutoCAD SHX Text

ALL MOTORS TO BE FURNISHED WITH STARTERS.

AutoCAD SHX Text

PART 3 - EXECUTION

AutoCAD SHX Text

3.01 COORDINATION

AutoCAD SHX Text

THE MECHANICAL WORK SHALL BE INSTALLED AS NEATLY AS

AutoCAD SHX Text

POSSIBLE IN THE LOCATIONS SHOWN BUT SHALL BE SUBJECT TO

AutoCAD SHX Text

SUCH DEVIATIONS, MODIFICATIONS AND RELOCATIONS AS MAY BE

AutoCAD SHX Text

NECESSARY TO CONFORM TO THE REQUIREMENTS AS NECESSARY TO

AutoCAD SHX Text

AVOID INTERFERENCES WITH THE STRUCTURAL WORK AND THE WORK

AutoCAD SHX Text

OF OTHER TRADES, AND INTERFERENCES BETWEEN THE VARIOUS

AutoCAD SHX Text

TRADES. THIS SHALL BE DONE AT NO COST TO THE GOVERNMENT.

AutoCAD SHX Text

NO DUCTWORK OR EQUIPMENT SHALL BE INSTALLED WHICH WOULD

AutoCAD SHX Text

REQUIRED CEILINGS TO BE LOWER THAN REQUIRED BY DRAWINGS,

AutoCAD SHX Text

UNLESS APPROVAL IS OBTAINED FROM THE COR.

AutoCAD SHX Text

3.02 CUTTING AND REPAIRING

AutoCAD SHX Text

ALL CHASES, RECESSES, SLEEVES AND OTHER OPENINGS IN

AutoCAD SHX Text

MASONRY AND CONCRETE SHALL BE BUILT IN AS THE

AutoCAD SHX Text

CONSTRUCTION WORK PROGRESSES, AND IT SHALL BE THE

AutoCAD SHX Text

RESPONSIBILITY OF THE SUBCONTRACTOR TO SEE THAT SUCH

AutoCAD SHX Text

CHASES, RECESSES, SLEEVES AND OTHER OPENINGS REQUIRED

AutoCAD SHX Text

FOR THEIR WORK ARE PROPERLY LOCATED AND INSTALLED. IF

AutoCAD SHX Text

THIS IS NOT DONE, ANY CUTTING AND PATCHING, OR BOTH,

AutoCAD SHX Text

SHALL BE DONE BY THE SUBCONTRACTOR WHOSE WORK REQUIRED

AutoCAD SHX Text

SUCH ACCOMMODATION, OR AT HIS EXPENSE.

AutoCAD SHX Text

3.03 PROTECTION AND CLEANING

AutoCAD SHX Text

UPON COMPLETION OF THE WORK AND AFTER ALL TESTS HAVE

AutoCAD SHX Text

BEEN MADE AND PIPING SYSTEMS PROVEN TIGHT, CLEAN ALL

AutoCAD SHX Text

FIXTURES AND EQUIPMENT, TRAPS, DIRT POCKETS, WATER TANKS,

AutoCAD SHX Text

CIRCULATING SYSTEMS, FILTERS, ETC., AND LEAVE IN CORRECT

AutoCAD SHX Text

OPERATING CONDITION. NO AIR UNIT SHALL BE OPERATED

AutoCAD SHX Text

WITHOUT FILTERS.

AutoCAD SHX Text

3.04 PAINTING

AutoCAD SHX Text

A. ALL EQUIPMENT EXPOSED ON THE EXTERIOR FURNISHED

AutoCAD SHX Text

WITHOUT FACTORY FINISH SHALL BE PAINTED.

AutoCAD SHX Text

B. EQUIPMENT WITH A FACTORY APPLIED FINISH SHALL HAVE

AutoCAD SHX Text

SCRATCHES, CHIPS, ETC., PRIMED AND TOUCHED UP WITH

AutoCAD SHX Text

MATERIALS WHICH WILL PROTECT THE SURFACE AND MATCH

AutoCAD SHX Text

THE ADJACENT AREA.

AutoCAD SHX Text

3.05 OPERATING INSTRUCTIONS

AutoCAD SHX Text

FURNISH AND DELIVER TO THE COR THREE SETS OF OPERATING

AutoCAD SHX Text

INSTRUCTIONS FOR ALL EQUIPMENT INSTALLED UNDER THIS

AutoCAD SHX Text

CONTRACT, INCLUDING SHOP DRAWINGS, PIPING DIAGRAMS, WIRING

AutoCAD SHX Text

DIAGRAMS, MAINTENANCE RECOMMENDATIONS AND INFORMATION

AutoCAD SHX Text

CONCERNING REPLACEMENT PARTS.

AutoCAD SHX Text

3.06 GUARANTEE

AutoCAD SHX Text

THE CONTRACTOR SHALL GUARANTEE ALL WORK TO BE IN

AutoCAD SHX Text

ACCORDANCE WITH CONTRACT REQUIREMENTS AND FREE FROM

AutoCAD SHX Text

DEFECTIVE OR INFERIOR MATERIALS, EQUIPMENT, AND

AutoCAD SHX Text

WORKMANSHIP FOR A PERIOD OF ONE YEAR, AND HE SHALL

AutoCAD SHX Text

GUARANTEE THAT ALL EQUIPMENT IS OF PROPER SIZE AND

AutoCAD SHX Text

DESIGN AND SO INSTALLED AS TO PRODUCE THE CAPACITIES AND

AutoCAD SHX Text

RESULTS SPECIFIED AND SHOWN ON THE DRAWINGS. ALL

AutoCAD SHX Text

COMPRESSORS SHALL HAVE A 5 YEAR GUARANTEE.

AutoCAD SHX Text

3.07 TEST AND BALANCE OF AIR SYSTEMS A. THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH AN THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH AN INDEPENDENT BALANCING AGENCY TO BALANCE ALL AIR FLOW SYSTEMS TO THE FLOW RATES INDICATED ON THE DRAWINGS. THIS SHALL INCLUDE ALL EXHAUST FANS. THE BALANCING AGENCY SHALL BE ONE NORMALLY ENGAGED IN SUCH WORK. THE AGENCY SHALL BE AABC OR NEBB CERTIFIED. B. THE CONTRACTOR SHALL SUBMIT A COMPLETE RESUME OF THE THE CONTRACTOR SHALL SUBMIT A COMPLETE RESUME OF THE BALANCING AGENCY FOR APPROVAL BY THE COR. THE RESUME SHALL CONTAIN EXAMPLES OF WORK, REFERENCES, PERSONNEL AVAILABLE, AND CERTIFICATIONS. C. THE BALANCING AGENCY SHALL PRIOR TO BALANCING INSPECT THE BALANCING AGENCY SHALL PRIOR TO BALANCING INSPECT THE WORK IN PLACE AND PREPARE A REPORT TO THE MECHANICAL CONTRACTOR WITH A COPY TO THE COR OF WORK TO BE COMPLETED BEFORE BALANCING CAN START. HEATING AND COOLING EQUIPMENT SHALL BE FULLY OPERATIONAL BEFORE BALANCING. D. THE BALANCING AGENCY SHALL RECORD THE TEST RESULTS IN TABULATED FORMATS FOR BOTH COOLING AND HEATING CONDITIONS AND SUBMIT TWO (2) COPIES TO THE COR FOR APPROVAL. THESE RESULTS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING: 1. TEST AND RECORD FAN TOTAL CFM (DESIGN AND ACTUAL) TEST AND RECORD FAN TOTAL CFM (DESIGN AND ACTUAL) 2. TEST AND RECORD FAN OUTSIDE AIR CFM (DESIGN & TEST AND RECORD FAN OUTSIDE AIR CFM (DESIGN & ACTUAL) 3. TEST AND RECORD FAN SUCTION STATIC PRESSURE AND TEST AND RECORD FAN SUCTION STATIC PRESSURE AND FAN DISCHARGE STATIC PRESSURE (ACTUAL) 4. TEST AND RECORD FAN RPM (DESIGN AND ACTUAL) TEST AND RECORD FAN RPM (DESIGN AND ACTUAL) 5. RECORD FAN SHEAVE, MOTOR SHEAVE, PITCH DIAMETER RECORD FAN SHEAVE, MOTOR SHEAVE, PITCH DIAMETER AFTER ADJUSTMENT (IF VARIABLE), CENTER LINE TO CENTER LINE DISTANCE FROM FAN SHAFT TO MOTOR SHAFT, BELT SIZE, AND NUMBER OF BELTS (ACTUAL) 6. CHANGE SHEAVES, PULLEYS, AND BELTS, IF REQUIRED TO CHANGE SHEAVES, PULLEYS, AND BELTS, IF REQUIRED TO OBTAIN DESIGN AIR FLOW. 7. TEST AND RECORD FAN MOTOR HORSEPOWER, AMPERAGE, TEST AND RECORD FAN MOTOR HORSEPOWER, AMPERAGE, VOLTAGE, AND RPM (RATED AND ACTUAL) 8. RECORD FAN MOTOR MANUFACTURER, MODEL AND SERIAL RECORD FAN MOTOR MANUFACTURER, MODEL AND SERIAL NUMBERS AND SERVICE FACTOR (ACTUAL) 9. RECORD MOTOR STARTER SIZE (ACTUAL) RECORD MOTOR STARTER SIZE (ACTUAL) E. THE COR RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR THE COR RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO DEMONSTRATE THE UNIFORMITY OF HEATING AND COOLING IN EACH AREA OF THE BUILDING. F. ALL EQUIPMENT, FANS, MOTORS, ETC., SHALL RUN AT THEIR ALL EQUIPMENT, FANS, MOTORS, ETC., SHALL RUN AT THEIR REQUIRED SPEEDS AND BE FREE FROM EXCESSIVE VIBRATION AND NOISE. NO BEARINGS, JOURNALS, OR ANY PART OF THE MOTORS SHALL HEAT TO A TEMPERATURE IN EXCESS OF 40 C ABOVE THE TEMPERATURE OF THE SURROUNDING AIR. G. ALL AIR BALANCING SHALL BE WITHIN 10% OF DESIGN FLOWS.ALL AIR BALANCING SHALL BE WITHIN ±10% OF DESIGN FLOWS.

AutoCAD SHX Text

AND AS APPROVED BY THE COR.

AutoCAD SHX Text R = 1.5

AutoCAD SHX Text x THE WIDTH

AutoCAD SHX Text R

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

%%ULONG RADIUS ELBOW

AutoCAD SHX Text

%%USQUARE 90%%D ELBOW

AutoCAD SHX Text

TURNING VANES

AutoCAD SHX Text

(SEE SPECIFICATIONS)

AutoCAD SHX Text

%%UACCEPTABLE LOW PRESSURE ELBOWS AND OFFSETS

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text R

AutoCAD SHX Text R = 1.5

AutoCAD SHX Text x THE DEPTH

AutoCAD SHX Text

%%U45%%D AND 30%%D RADIUSED OFFSETS

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text R

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text

1/4" METAL STRIPS ON

AutoCAD SHX Text

INLET AND OUTLET WELDED

AutoCAD SHX Text

TO VANES AND INSIDE OF

AutoCAD SHX Text

ELBOW.

AutoCAD SHX Text

%%UELBOW DEPTH

AutoCAD SHX Text 0-12"

AutoCAD SHX Text 13"-20"

AutoCAD SHX Text 21"-48"

AutoCAD SHX Text 49"-64"

AutoCAD SHX Text 65"-80"

AutoCAD SHX Text

%%UNO. OF STRIPS REQUIRED

AutoCAD SHX Text

NONE

AutoCAD SHX Text

%%USHORT RADIUS ELBOWS

AutoCAD SHX Text R = 1.0

AutoCAD SHX Text x THE DEPTH

AutoCAD SHX Text

VANES -SAME

AutoCAD SHX Text

THICKNESS AS

AutoCAD SHX Text

DUCT

AutoCAD SHX Text

%%UWITH TURNING VANES

AutoCAD SHX Text

SEE SPECIFICATIONS

AutoCAD SHX Text

FOR ADDITIONAL

AutoCAD SHX Text

REQUIREMENTS FOR

AutoCAD SHX Text

DUCT FITTINGS

AutoCAD SHX Text %%uINLINE EXHAUST FAN MOUNTING DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

FLEX CONNECTOR

AutoCAD SHX Text

FLEX CONNECTOR

AutoCAD SHX Text

RUBBER VIBRATION

AutoCAD SHX Text

ISOLATORS

AutoCAD SHX Text

FAN HOUSING

AutoCAD SHX Text

THREADED ROD

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

EXHAUST DUCT

AutoCAD SHX Text

FROM GRILLES

AutoCAD SHX Text

EXHAUST DUCT TO

AutoCAD SHX Text

WALL LOUVER OR ROOF

AutoCAD SHX Text

BONNET

AutoCAD SHX Text

SUPPLY AIR FLOW

AutoCAD SHX Text

SUPPLY AIR FLOW

AutoCAD SHX Text 45%%D

AutoCAD SHX Text

EXHAUST OR RETURN

AutoCAD SHX Text W

AutoCAD SHX Text

AIR FLOW

AutoCAD SHX Text %%uNOTE

AutoCAD SHX Text

AIR FLOW

AutoCAD SHX Text

EXHAUST OR RETURN

AutoCAD SHX Text

L = 1/4 W (4" MIN.)

AutoCAD SHX Text L

AutoCAD SHX Text

AS PER SPECIFICATIONS

AutoCAD SHX Text

OPPOSED BLADE DAMPER

AutoCAD SHX Text

EXTEND SHAFT

AutoCAD SHX Text

TO ALLOW FOR

AutoCAD SHX Text

INSULATION

AutoCAD SHX Text

%%UREQUIRED AT EACH TAKE-OFF

AutoCAD SHX Text

%%UTHIS TYPE WHETHER SHOWN

AutoCAD SHX Text

%%UON FLOOR PLANS OR NOT.

AutoCAD SHX Text %%uLOW PRESSURE BRANCH DUCT TAKE-OFF @ SUPPLY MAIN

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SPACING

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text

MAXIMUM

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text %%uDUCT STRAP HANGER DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

RECTANGULAR DUCT

AutoCAD SHX Text

HANGER SIZES FOR

AutoCAD SHX Text

1/4" ROUND ROD

AutoCAD SHX Text

HANGER

AutoCAD SHX Text 1"x18 GAUGE STRAP

AutoCAD SHX Text

1/4" ROUND ROD

AutoCAD SHX Text

3/8" ROUND ROD

AutoCAD SHX Text

5/16" ROUND ROD

AutoCAD SHX Text 84"

AutoCAD SHX Text 48"

AutoCAD SHX Text 60"

AutoCAD SHX Text 36"

AutoCAD SHX Text 30"

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

NONE REQUIRED

AutoCAD SHX Text 2"x2"x1/8"

AutoCAD SHX Text 1-1/2"x1-1/2"x1/8"

AutoCAD SHX Text

SUPPORT ANGLE

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text 1"

AutoCAD SHX Text

ALL SUPPLY AIR DUCT SHALL BE WRAPPED

AutoCAD SHX Text

HANGER STRAPS

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

EXTERNALLY AS PER SPECIFICATIONS.

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text

%%UNO POP RIVETS ALLOWED%%U.

AutoCAD SHX Text 4.

AutoCAD SHX Text

%%UATTACHING HANGER STRAPS TO ROOF

AutoCAD SHX Text

%%UDECKING IS NOT ALLOWED%%U. HANG FROM

AutoCAD SHX Text

STRUCTURAL STEEL (BAR JOISTS) OR FROM

AutoCAD SHX Text

UNISTRUT SPANNING STRUCTURAL STEEL

AutoCAD SHX Text

(BAR JOISTS).

AutoCAD SHX Text

USE SELF-TAPPING CADMIUM PLATED HEX

AutoCAD SHX Text

TIGHT AGAINST DUCT.

AutoCAD SHX Text

HEAD SHEET METAL SCREWS. STRAPS TO BE

AutoCAD SHX Text

DDC CONTROL POINTS:

AutoCAD SHX Text

AND TO CLOSE ASSOCIATED DAMPER.

AutoCAD SHX Text

FAN TO BE DISABLED AND TO CEASE OPERATION IMMEDIATELY IF ALREADY ACTIVATED,

AutoCAD SHX Text

ACTIVATION OF THE HVAC EMERGENCY SHUT DOWN PUSHBUTTON SHALL CAUSE BOTH

AutoCAD SHX Text

THE FAN AND MOTORIZED DAMPER SHALL BE CONNECTED AND CONTROLLED VIA

AutoCAD SHX Text

%%UCENTRAL EXHAUST FANS

AutoCAD SHX Text

(UNITS EF-N6, N7 AND ASSOCIATED MOTORIZED DAMPERS)

AutoCAD SHX Text

THE ENERGY MANAGEMENT SYSTEM ACCORDING TO THE FACILITY OCCUPANCY SCHEDULE.

AutoCAD SHX Text

DURING UNOCCUPIED TIMES, THE FANS SHALL BE OFF AND DAMPER SHALL BE

AutoCAD SHX Text

CLOSED.

AutoCAD SHX Text

DURING OCCUPIED TIMES, THE FANS SHALL BE ON AND DAMPER SHALL BE

AutoCAD SHX Text

OPEN.

AutoCAD SHX Text

HVAC SYSTEM EMERGENCY SHUT DOWN (EF-N6)

AutoCAD SHX Text

HVAC SYSTEM EMERGENCY SHUT DOWN (EXHAUST DAMPER FOR EF-N6)

AutoCAD SHX Text

EXHAUST AIR DAMPER POSITION (EF-N6)

AutoCAD SHX Text

HVAC SYSTEM EMERGENCY SHUT DOWN (EF-N7)

AutoCAD SHX Text

EXHAUST FAN EF-N7 STATUS (CT SWITCH)

AutoCAD SHX Text

HVAC SYSTEM EMERGENCY SHUT DOWN (EXHAUST DAMPER FOR EF-N7)

AutoCAD SHX Text

EXHAUST AIR DAMPER POSITION (EF-N7)

AutoCAD SHX Text

EXHAUST FAN EF-N6 STATUS (CT SWITCH)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

%%ULOUVER INSTALLATION DETAIL

AutoCAD SHX Text

EXTERIOR WALL

AutoCAD SHX Text

LOUVER

AutoCAD SHX Text

BLADE TYPE

AutoCAD SHX Text

DRAINABLE

AutoCAD SHX Text

EXTERIOR WALL

AutoCAD SHX Text

MOTORIZED DAMPER

AutoCAD SHX Text

WEATHERTIGHT SEAL

AutoCAD SHX Text

FLANGE TO FORM

AutoCAD SHX Text

ALL AROUND WALL

AutoCAD SHX Text

SILICONE CAULKING

AutoCAD SHX Text

PROVIDE CLEAR

AutoCAD SHX Text

BIRDSCREEN

AutoCAD SHX Text (120v)

AutoCAD SHX Text

RETURN OR EXHAUST GRILLE

AutoCAD SHX Text

SUPPLY DIFFUSER

AutoCAD SHX Text

%%UHVAC LEGEND

AutoCAD SHX Text

POINT OF NEW TO EXISTING CONNECTION

AutoCAD SHX Text

DUCTWORK

AutoCAD SHX Text M

NEW 120v DAMPER IN DUCT

E1.1

E R

L E

V E

O O

R P

E M

H V

A C

SEP

JRW

R ep ai r

B ld g

R oo f

4t h A ir R ef u el in g W in g

PSXE242016

06.07.24

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

-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

AutoCAD SHX Text

%%UUPPER LEVEL FLOOR PLAN - HVAC WIRING

AutoCAD SHX Text

SCALE: 1/8" = 1' - 0"

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text N6

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text N7

AutoCAD SHX Text

%%UUPPER LEVEL FLOOR PLAN - ELECTRICAL DEMOLITION

AutoCAD SHX Text

SCALE: 1/8" = 1' - 0"

AutoCAD SHX Text N

AutoCAD SHX Text DISCONNECT 120V TO ROOF MOUNTED EXHAUST FAN. CIRCUIT TO BE REWORKED TO NEW FAN LOCATION. REMOVE EXISTING DISCONNECT, ROOF GFCI SERVICE RECEPTACLE, AND ALL ASSOCIATED CONDUIT, BOXES, SUPPORT AND HANGERS TO NEXT POINT OF USE.

AutoCAD SHX Text CONNECT NEW 120V EXHAUST FAN TO EXISTING CIRCUIT MADE SPARE BY DEMOLITION OF ROOF EXHAUST FAN. PROVIDE NEW LOCKABLE DISCONNECT SWITCH AND FINAL CONNECTION VIA FLEXIBLE METAL CONDUIT. PROVIDE 120V CONNECTION FROM THE SAME CIRCUIT TO NEW ADJACENT MOTORIZED DAMPER. PROVIDE INTERLOCK CONNECTIONS AS REQUIRED.

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX…

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

File details come from the government source that posted it. Updated Aug 9, 2024.