Drawings_-_Repair_HVAC_System _BEQ's_2407_ _2408.pdf

PDF 21 MB Posted Aug 4, 2016

Attached to: Repair HVAC Systems, BEQ (NNPTC) Federal contract opportunity
Solicitation number: FA4418-16-R-0017
Issued by: Department of the Air Force Air Mobility Command

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Attachment 2 - Drawings

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File	Type	Posted
FA4418-16-R-0017_Q A_Responses.pdf	PDF	Sep 1, 2016
FA4418-16-R-0017-0001_Amendment__1_dated_1_September_2016.pdf	PDF	Sep 1, 2016
FA4418-16-R-0017_-_Attachment__8_Revised_Drawings_dated_25_August_2016.pdf	PDF	Sep 1, 2016
FA4418-16-R-0017_Attachment__7_Addendum__1_dated_31_August_2016.pdf	PDF	Sep 1, 2016
Pre-Proposal_Site_Visit_Minutes_ _Sign-in_Sheet_--_FA4418-16-R-0017.pdf	PDF	Aug 31, 2016
Solicitation_16-R-0017.pdf	PDF	Aug 4, 2016
Specifications_Repair_HVAC_System _BEQ's_2407_ _2408.pdf	PDF	Aug 4, 2016
Green_Procurement_Form_BEQ_2407_2408.pdf	PDF	Aug 4, 2016
WD_SC29.pdf	PDF	Aug 4, 2016
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Material_Submittal_AF_Form_66_-_Repair_HVAC_System _BEQ's_2407_ _2408.pdf	PDF	Aug 4, 2016

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CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

E W

BAIR AS

I N62 8T H

A D

M A

COM

IT Y

B I L

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

APPROVED BY:

SUBMITTED BY:

CHIEF ENGINEER

CIVIL ENGINEER

FIRE CHIEF

SAFETY

BIO-ENVIRONMENTAL ENG.

USING AGENCY

BASE COMMUNICATIONS CONSTRUCTION MANAGEMENT

CORROSION ENGINEER

SECURITY POLICE

PROJECT ENGINEER

MAINTENANCE ENGINEERING

SIGNATURES

G001

S H

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

DKGV 13-2159

REPAIR HVAC SYSTEM, BEQ FACILITY

BUILDING 2407/2408, NNPTC

JOINT BASE CHARLESTON (WEAPONS STATION)

SOUTH CAROLINA

20 JUNE 2016

MEP & FP ENGINEERARCHITECT

DWG, INC

1099 ANNA KNAPP BOULEVARD; SUITE 202

MOUNT PLEASANT, SOUTH CAROLINA

(843)849.1141

GLICK BOEHM & ASSOCIATES

493 KING STREET, SUITE 100

CHARLESTON, SOUTH CAROLINA

(843)577.6377

STRUCTURAL

ADC ENGINEERING

1226 YEAMANS HALL ROAD

HANAHAN, SC 29406

(843)566.0161

CHARLESTON

GEORGETOWN

BEACH

MYRTLE

WILMINGTON

CHARLOTTE

ORANGEBURG

FLORENCE

COLUMBIA

E o o p p p p op p o

SOUTH CAROLINA

NORTH CAROLINA

o o

178 NORTH

SUMTER

AUGUSTA

GREENVILLE

p p

GEORGIA

SAVANNAH

SPARTANBURG

20p JBC-WS

ASPHALT

RED BANK ROAD

R H E T T

B U T

A V E

VALVE IN MANHOLE

AIR RELEASE

X X X

X X

XXX

x x x x x x x x x x x x x

NEW COMMISSARY

1130 1129

STREET

ROAD

5.6

3.5

3.9 W/L

W/L 20.2

W/L 3.9

W/L 1.0

1.6 W/L

W/L

W/L W/L 14.8

14.8 W/L

8.6

W/L

7.0

W/L 7.0

SUBSTATION

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TENANT

POND

UPPER

TENANT

POND

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POND

HOOKER'S LAKE

LUKE'S POND

LOGAN'S

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2 79

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KILO RD.

JULIET RD.

INDIA RD.

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A C X 8 7

A C X

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A C X

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A C X

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SOUTH PATROL ROAD

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A X C 5 2

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PELICAN PATH

OPOSSUM PATH

PANTHER AVE.

PELICAN PATH

OPOSSUM PATH

PANTHER AVE.

PELICAN PATH

OPOSSUM PATH

DESTROYER ALLEY

R I C E F I E L D

D . GUNNER ROAD

GUNNER ROAD

S T.

ST.

ROE

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B O M B C

L U S T E R R O A D

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MIDDLE

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PLACE

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T-23

T-12

(AV

T-2T-3

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T-9 T-8 T-17

T-18

T-19

T-20

T-21

T-22

T-18

T-7

WILK

INS

WAY

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G U N N E R

R D

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KEY

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W A T C H

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(AV

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24092402

K N U

TSO

PARKING AREA

SNOW PT.

TANKS

PARKING LOT

HALL

COURT

HICKORY

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X-

Y SO

UTH

MAINTENENCE

BLDG

67 90

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S T R

K A M E H A M E H A

EDWARDS

STREET

T-4

T-1 4C

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M Y N

ATION

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PASS OFFICE

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03 32

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T-15

TEE

L F

IEL D

NAVY BRIG

AIN

E S T

REST ROOM

D Z SERVICES

NATURAL RESOURCES

COMPOUND

HUNTER CHECK STATION

NNPTC

OVERFLOW

PARKING LOT

(GRAVEL)

BOWLING ALLEY

RECREATION

MALL

C H I

C T

A R C H

E C T

W A Y (A V E D

AVEN

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STREET

T H S

TRE E

TREE

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GYM

ARMY

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HUT

3125A

HAZARDOUS WASTE

TANK

22 3

T-14A

T-14B

(46)

WAYWILKINSON

VALVE PIT

CAPPED OFF

DETAIL D

To Wharf Alpha

4" SS

( Ty p)

6" P V C

8 "

P V C

F .M

F.M

3" F.M.

" F.M.

F .

F.M

3 " F .M

F.M

3" F.M.

DISCHARGE INTO COOPER RIVER

" F .M

DISCHARGE INTO COOPER RIVER

NORTH WASH RACK

PUMP STATION

TO MH # 5877 AT GATE POSTIN MIDDLE OF CENTRAL ROAD

AIR RELEASE VALVE

SC ALE: 1" = 60'

603060 0

SC ALE: 1" = 60'

603060 0

ASPHALT

SC ALE: 1" = 60'

603060 0

NAV Y FE DE RALCRE DI T UNI ON7 25

SC ALE: 1" = 60'

603060 0

RED BANK ROAD

SC ALE: 1" = 60'

603060 0

GENERAL PROJECT NOTES

PROVIDE ACCESS PANELS WHERE NEEDED TO ACCESS VALVES, EQUIPMENT, FILTERS, ETC EVEN IF NOT NOTED IN THE

DRAWINGS.

DETAILS ARE SHOWN TO DESCRIBE DESIGN INTENT, COORDINATE COMPLETE SHOP DRAWINGS, SHOWING ALL CONSTRUCTION DETAILS AND LAYOUTS AS REQUIRED FOR A COMPLETE JOB, ADHERING TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, WARRANTIES AND GOVERNING CODES.

THE CONSTRUCTION SUBSYSTEMS SHOWN INDICATE THE GENERAL CONSTRUCTION FEATURES OF THE WORK TO BE COMPLETED. THEY ARE NOT INTENDED TO REPRESENT THE ENTIRE CONSTRUCTION PROCESS AND ACCESSORIES USED. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE FOR COMPLETED SYSTEMS AND TO BE IN COMPLIANCE THE

GOVERNING CODES AND THE INTENT OF THE DRAWINGS.

CONSTRUCTION MATERIALS OR PROCESSES WHICH ARE HAZARDOUS TO WORKS OR FUTURE OCCUPANTS ARE NOT

PERMITTED.

REFER TO STRUCTURAL MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND REFERENCES.

GENERAL CONTRACT AND APPLICABLE SUB CONTRACTORS SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO COMMENCING

DEMOLITION AND NEW CONSTRUCTION. DO NOT SCALE DRAWINGS.

BLDG. 2408

BLDG. 2407

HAUL ROUTE

GATE

CHECK

POINT

CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

G100

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

SOUTH CAROLINA MAP

WEAPONS STATION MAP PROJECT SITE MAP-NTS

PROJECT

SITE

SHEET INDEX

DRAWING LIST

Sht. No. Sheet Placement Sheet Title

GENERAL

G001 1 OF 41 COVER SHEET

G100 2 OF 41 PROJECT INFORMATION

G101 3 OF 41 SITE PLAN

ARCHITECTURAL

A101 4 OF 41 ELEVATIONS AND DETAILS

A201 5 OF 41 EXTERIOR ELEVATION

A202 6 OF 41 EXTERIOR ELEVATION

A203 7 OF 41 EXTERIOR ELEVATION

A204 8 OF 41 EXTERIOR ELEVATION

STRUCTURAL

S110 9 OF 41 PARTIAL FRAMING PLAN AND DETAILS

MECHANICAL

M001 10 OF 41 HVAC - NOTES & LEGENDS

M002 11 OF 41 HVAC SCHEDULES

M003 12 OF 41 HVAC DETAILS

M004 13 OF 41 HVAC DETAILS

M005 14 OF 41 HVAC DETAILS

MD101 15 OF 41 ATTIC HVAC DUCTWORK DEMO PLAN - WING A

MD102 16 OF 41 ATTIC HVAC DUCTWORK DEMO PLAN - WING B

MD103 17 OF 41 ATTIC HVAC DUCTWORK DEMO PLAN - WING C

MD104 18 OF 41 ATTIC HVAC DUCTWORK DEMO PLAN - WING D

MD111 19 OF 41 ATTIC HVAC PIPING DEMO PLAN - WING A

MD112 20 OF 41 ATTIC HVAC PIPING DEMO PLAN - WING B

MD113 21 OF 41 ATTIC HVAC PIPING DEMO PLAN - WING C

MD114 22 OF 41 ATTIC HVAC PIPING DEMO PLAN - WING D

MECHANICAL

M101 23 OF 41 ATTIC HVAC DUCTWORK PLAN - WING A

M102 24 OF 41 ATTIC HVAC DUCTWORK PLAN - WING B

M103 25 OF 41 ATTIC HVAC DUCTWORK PLAN - WING C

M104 26 OF 41 ATTIC HVAC DUCTWORK PLAN - WING D

M111 27 OF 41 ATTIC HVAC PIPING PLAN - WING A

M112 28 OF 41 ATTIC HVAC PIPING PLAN - WING B

M113 29 OF 41 ATTIC HVAC PIPING PLAN - WING C

M114 30 OF 41 ATTIC HVAC PIPING PLAN - WING D

ELECTRICAL

E001 31 OF 41 ELECTRICAL NOTES AND LEGENDS

E002 32 OF 41 ELECTRICAL SCHEDULES AND DETAILS

E010 33 OF 41 ELECTRICAL PANEL SCHEDULES

ED101 34 OF 41 ATTIC POWER & TELECOM. DEMO PLAN - WING A

ED102 35 OF 41 ATTIC POWER & TELECOM. DEMO PLAN - WING B

ED103 36 OF 41 ATTIC POWER & TELECOM. DEMO PLAN - WING C

ED104 37 OF 41 ATTIC POWER & TELECOM. DEMO PLAN - WING D

E101 38 OF 41 ATTIC POWER & TELECOM. PLAN - WING A

E102 39 OF 41 ATTIC POWER & TELECOM. PLAN - WING B

E103 40 OF 41 ATTIC POWER & TELECOM. PLAN - WING C

E104 41 OF 41 ATTIC POWER & TELECOM. PLAN - WING D

36' - 0"

40' - 0"

50' - 0"

55' - 0"

0"1

A101

G101

A101

G101

1 A10

G101

1 A10

G101

A101 G1011A10

1 G101

A101G101

1A10 1 G101

PROJECT TRAILER

AND LAYOUT AREA

NOTES:

1. CONTRATCTOR SHALL COORDINATE CRANE ACCESS

AND LOCATION WITH GOVERNMENT FOR

INSTALLATION OF MECH. EQUIP. TO ATTIC SPACE.

2. CONTRACTOR SHALL PRODUCE A REPORT OF SITE

EXISTING CONDITIONS INCLUDING PHOTOGRAPHS.

3. CRANE MATTING SHALL BE UTILIZED FOR CRANE

ACCESS AND SET UP ON ALL NON-PAVED SURFACES.

4. CONTRACTOR SHALL MAKE REPAIRS TO SITE

DAMAGED BY THE WORK OF THE PROJECT. THIS

INCLUDES SODDING DAMAGED GRASS AREAS,

REPLACING DAMAGED PLANTS, SHRUBS + TREES,

REPLACEING DAMAGED WALKWAYS AND CONCRETE

SIDEWALKS, ETC.

5. COORDINATE WITH GOVT. FOR ANY ROAD AND PATH

CLOSURES REQUIRED FOR CRANE ACCESS.

, 2

APPROXIMATE AREA

FOR CRANE SETUP. TYP.

APPROXIMATE LOCATION

OF EXISTING TREE LINE

TYPICAL WIDTH 1

A201 G101

1 A20

G1011

A202

G101

1A20 4 G101

1 A20

G101

1A20 1 G101

A204G101

A203

G101

CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

G101

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

2405 2404

SCALE: 1" = 80'-0"1 SITE PLAN

N 0' 40' 80' 160'

NAUTILUS HALL

ENTERPRISE HALL

C B

5 Sim

A101A101

4 Sim

A101A101

CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

A101

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

N)N.T.S.1 WING END ELEVATION

N.T.S.2 LOUVER ELEVATION PHOTO

SCALE: 3" = 1'-0"A101 A101

4 LOUVER BOTTOM DETAIL

SEE 3/A101

FOR ELEVATION

SEE 3/A101

FOR ELEVATION

E E EE

EXIST.

MTL. ROOFING

EXIST.

PT 2X FASCIA

EXIST.

MTL. GABLE

FLASHING

EXIST.

METAL FLASHING

EXIST.

PT 2X FRAME

SCALE: 1/4" = 1'-0"G101 A101

3 LOUVER ELEVATION

NEW LOUVER TO

MATCH EXISTING

BACKER ROD AND

SEALANT AROUND

ENTIRE PERIMETER

EXIST.

BACKER ROD AND SEALANT

AROUND ENTIRE

PERIMETER

NEW LOUVER TO

MATCH EXISTING

EXIST.

P.T. 2X WOOD BLOCKING

NEW METAL PAN FLASHING

SET IN BED OF SEALANT

W/ END DAMS AT JAMBS AND

BACK DAM

NEW METAL INSULATED

BLOCK OFF PANEL ON

BACKSIDE OF ENTIRE

LOUVER

NEW METAL INSULATED

BLOCK OFF PANEL ON

BACKSIDE OF ENTIRE

LOUVER

REMOVE EXIST. LOUVER

FOR INSTALLATION OF

NEW MECH. EQUIP.

TEMP. WEATHER PROOF

AT END OF DAY. INSTALL

NEW LOUVER TO MATCH

EXIST. IMMEDIATELY

AFTER MECH. EQUIP. IS

IN THE BLDG.

REMOVE EXIST. LOUVER

FOR INSTALLATION OF

NEW MECH. EQUIP.

TEMP. WEATHER PROOF

AT END OF DAY. INSTALL

NEW LOUVER TO MATCH

EXIST. IMMEDIATELY

AFTER MECH. EQUIP. IS

IN THE BLDG.

NOTE:

EQUIPMENT SIZE 65"W X 55"H OR

82"W X 48"H SEE MECH DWGS.

DASHED LINES SHOW

MAX MECHANICAL

EQUIPMENT SIZES.

SEALANT AT TOP OF

BACK DAM

SEALANT AROUND ENTIRE

PERIMETER

EXIST METAL CLOSURE

SCALE: 3" = 1'-0"A101

6 EXISTING LOUVER BOTTOM DETAIL

BACKER ROD AND SEALANT

SCALE: 3" = 1'-0"A101

7 EXISTING LOUVER ELEVATION -TOP DETAIL

SCALE: 3" = 1'-0"A101 A101

5 LOUVER ELEVATION - TOP DETAIL

SEALANT AROUND ENTIRE

PERIMETER

SEALANT AROUND ENTIRE

PERIMETER

EXIST BLOCK OFF PANEL

EXIST. LOUVER FRAME

EXIST. BLOCK OFF PANEL

EXIST. METAL PAN

1 1 11

KEYNOTES:

1 SEAL AROUND PERIMETER OF EXISTING LOUVERS

SEE 6&7/A101.

CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

A201

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

N.T.S.1 EXTERIOR ELEVATION 1

1 1 1 11

1 11

1 SEAL AROUND PERIMETER OF EXISTING LOUVERS

SEE 6&7/A101.

CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

A202

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

N.T.S.1 EXTERIOR ELEVATION 2

1 SEAL AROUND PERIMETER OF EXISTING LOUVERS

SEE 6&7/A101.

CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

A203

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

N.T.S.1 EXTERIOR ELEVATION 3

1 1 1 11

1 11

1 SEAL AROUND PERIMETER OF EXISTING LOUVERS

SEE 6&7/A101.

CHARLESTON

NO. 2676

GARY J. BOEHMST

E OF SOUTH CAROLINA

REGISTERED A RCHITECT

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

A204

6/ /1

DKGV 13-2159

Q /2 8, NN

TIO

N.T.S.1 EXTERIOR ELEVATION 4

A B C D

6' -0

'-0

9' -8

-8

'-0

-0

12'-2" 6'-0" 13'-0"

W 6X

D W

W10X22 SLOPED

HSS4X4X1/4

HSS4X

1/4

HSS4X

1/4

HSS4X

1/4

HSS4X

1/4

HSS4X

1/4

HSS4X

1/4

HSS4X

1/4

HSS4X4X1/4

HSS4X

1/4

S110

1/S110: DEMOLITION CONDITION

2/S110: TEMP. SHORING CONDITION

3/S110: REPLACECONDITION S110

SIM

25 24 23

EL=

TOS

30'-0"

STANDING SEAM ROOF

EXISTING 8" PURLIN

EXISTING W6X15

EXISITNG HSS

4X4X1/4 TO REMAIN

EXISTING HSS 4X4X1/4 TO

BE REMOVED

EXISITNG HSS

4X4X1/4 TO REMAIN

STANDING SEAM ROOF

EXISTING 8" PURLIN

EXISTING W6X15

REMOVE EXISTING GROUT AND CONCRETE AS NECESSARY TO

FACILITATE REMOVAL OF BASE PLATE. ANCHOR BOLTS TO BE

CUT OR REMOVED SO AS TO FACILITATE INSTALLATION OF

NEW BASE PLATE AND BOLT PATTERN.

REMOVE BOLTS FROM TAB PLATE

EA SIDE OF HSS TO FACILITATE

REMOVAL OF HSS POST

EXISTING 8" REINFORCED

CONCRETE SLAB

EXISTING REINFORCED

CONCRETE BEAM

25 24 23

EL=

TOS

30'-0"

STANDING SEAM ROOF

EXISTING 8" PURLIN

EXISTING W6X15

EXISITNG HSS

4X4X1/4 TO REMAIN

EXISTING 8" REINFORCED

CONCRETE SLAB

EXISTING REINFORCED

CONCRETE BEAM

TEMPORARY SCREW OR JACK

POST. SHIM AS NECESSARY TO

SUPPORT SLOPED BEAM

MAX

4'-0"

MAX

4'-0"

SUPPORT POST CENTERLINE

TEMPORARY SCREW OR JACK

POST. SHIM AS NECESSARY TO

SUPPORT SLOPED BEAM

SUPPORT POST CENTERLINE

NOTE: EACH TEMPORARY SHORING

COLUMN TO HAVE MINIMUM

COMPRESSIVE CAPACITY OF 10 KIPS

NOTE: MAXIMUM HORIZONTAL

UNSHORED CANTILEVER DISTANCE FOR

SLOPED BEAMS = 4'-0"

25 24 23

EL=

TOS

30'-0"

STANDING SEAM ROOF

EXISTING 8" PURLIN

EXISTING W6X15

EXISITNG HSS

4X4X1/4 TO REMAIN

EXISTING HSS 4X4X1/4 TO

BE RE-INSTALLED

EXISITNG HSS

4X4X1/4 TO REMAIN

STANDING SEAM ROOF

EXISTING 8" PURLIN

EXISTING W6X15

INSTALL NEW 8X6X3/4 BASE PLATE WELDED TO HSS.

PROVIDE 2" THICK NON-SHRINK GROUT BED.

PROVIDE (2)-3/4"Ø EPOXY BOLTS WITH 6" EMBED

INTO EXISTING CONCRETE SLAB.

REPLACE HSS BEAM AND RE-ATTACH BOLTS

AS REQUIRED. SHORING NOT TO BE REMOVED

UNTIL AFTER HSS POST IS RE-INSTALLED.

EXISTING 8" REINFORCED

CONCRETE SLAB

EXISTING REINFORCED

CONCRETE BEAM

S110

NOTE: TEMP. SHORING TO REMAIN IN PLACE UNTIL

EPOXY ADHESIVE HAS FULLY CURED. CURING

DURATION VARIES BASED ON TEMPERAURE PER

MANUF. LITERATURE. GC TO CONFIRM EPOXY IS

CURED PRIOR TO REMOVING TEMP. SHORING.

EXISTING REINFORCED

CONCRETE BEAM

EXISTING REINFORCED

CONCRETE SLAB

HSS 4X4X1/4

2" THICK NON-SHNRINK GROUT BED

3/4"Ø THREADED EPOXY ANCHOR RODS

WITH 6" EMBED DEPTH.

EL=

TOS

30'-0"

3/4" THICK NEW BASE

PLATE (ASTM A-36)

1/4"

6" 2"

NOTE:

EPOXY ANCHOR SYSTEM IS TO BE HILIT HIT

RE 500-SD EPOXY SYSTEM (OR APPROVED

EQUAL) INSTALLED PER MANUT' REQ'S USING:

• ASTM A193 GRADE B7 THREADED RODS

• ASTM A194 NUTS

• ASTM F884 HEAVY WASHERS

No. 22407

UTH CAROL INA

N S

E D

RO F E S S I O NA

L E

N G

R O

ERT

C . ST I L L ,

A D

M A

COM

IT Y

B I L

E W

BAIR AS

I N62 8T H

SEAL AREA

OFSHEET

RECORD DRAWING DATE

DRAWING SIZE:

PROJECT NO.

AIR

ILI

D R A W

R E V

N S

B Y:

T, SU

ITE

T B

E C H

ANSI D(22X34)

XXX

APPROVED BY:

SUBMITTED BY:

CHIEF ENGINEER

CIVIL ENGINEER

FIRE CHIEF

SAFETY

BIO-ENVIRONMENTAL ENG.

USING AGENCY

BASE COMMUNICATIONS CONSTRUCTION MANAGEMENT

CORROSION ENGINEER

SECURITY POLICE

PROJECT ENGINEER

MAINTENANCE ENGINEERING

SIGNATURES

S110

/2 0/

DKGC 13-2159

Q /2

TIO

1/8" = 1'-0"1 PARTIAL FRAMING PLAN

1/4" = 1'-0"2 DEMOLITION CONDITION

1/4" = 1'-0"3 TEMPORARY BRACING CONDITION

1/4" = 1'-0"4 REPLACEMENT CONDITION

1" = 1'-0"5 NEW BASE PLATE

DESIGN CONDITIONS

INDOOR: 78°F DB / 45% RH

OUTDOOR: 95°F DB / 80°F WB

SUMMER

OUTDOOR: 25°F DB

WINTER

INDOOR: 68°F DB / 35% RH

MECHANICAL COMPONENT IMPORTANCE FACTOR (Ip) DESIGNATION

IBC�2012 /ASCE 7�10

SEISMIC AND WIND REQUIREMENTS

FOR MECHANICAL SYSTEMS

COMPONENT IMPORTANCE FACTOR (Ip)

Ip = 1.0 Ip = 1.5

RESTRAIN IF TOTAL WEIGHT OF DUCTS

ON TRAPEZE > 10 LBS/FT

RESTRAIN IF TOTAL WEIGHT OF DUCTS

ON TRAPEZE > 10 LBS/FT

MULTIPLE DUCTS ON TRAPEZE

5, 6 SQ.FT. AND LARGER

RESTRAIN IF ANY PIPE

ON TRAPEZE > 1"

RESTRAIN IF TOTAL WEIGHT OF PIPES

ON TRAPEZE > 10 LBS/FT

4 RESTRAIN ALL

RESTRAIN IF ANY PIPE

ON TRAPEZE > 3"

RESTRAIN IF TOTAL WEIGHT OF PIPES

ON TRAPEZE > 10 LBS/FT

RESTRAIN ALL

SUSPENDED PIPE ON TRAPEZE

SUSPENDED NON DUCTILE PIPING

(CAST IRON, PLASTIC, CERAMIC)

NOTES:

1. EQUIPMENT 20 LBS. OR LESS IS EXEMPT IF FLEXIBLE CONNECTIONS ARE PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED

DUCTWORK, PIPING, AND CONDUIT.

2. RESTRAINTS ARE NOT REQUIRED IF THE COMPONENT WEIGHS 400 LBS. OR LESS, IS MOUNTED AT 4 FT. OR LESS ABOVE A FLOOR, AND HAS FLEXIBLE CONNECTIONS BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

3. FLEXIBLE CONNECTIONS REQUIRED FOR PIPE CONNECTIONS ONLY.

4. RESTRAINT IS NOT REQUIRED IF THE PIPING / DUCTWORK IS SUPPORTED BY HANGERS AND EACH HANGER IN THE PIPING RUN IS 12 IN.

OR LESS IN LENGTH FROM THE TOP OF THE PIPE TO THE SUPPORTING STRUCTURE. WHERE PIPES ARE SUPPORTED ON A TRAPEZE, THE TRAPEZE SHALL BE SUPPORTED BY HANGERS HAVING A LENGTH OF 12 IN. OR LESS. WHERE ROD HANGERS ARE USED, THEY SHALL BE EQUIPPED WITH SWIVELS, EYE NUTS OR OTHER DEVICES TO PREVENT BENDING IN THE ROD.

5. ALL DUCTWORK , REGARDLESS OF SIZE, DESIGNED TO CARRY TOXIC, HIGHLY TOXIC, OR EXPLOSIVE GASES OR USED FOR SMOKE

CONTROL MUST BE RESTRAINED.

6. COMPONENT CERTIFICATION MUST BE SUPPLIED BY THE EQUIPMENT MANUFACTURER AT TIME OF SUBMITTAL FOR REVIEW BY

ENGINEER OF RECORD.

A. PER SECTION 301.15 OF THE 2012 EDITION OF THE INTERNATIONAL MECHANICAL CODE, MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS (INCLUDING ROOF CURBS & ROOF RAILS) EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WHERE SEISMIC RESTRAINT IS REQUIRED, THE MORE DEMANDING FORCE OF WIND AND SEISMIC MUST BE USED. SEE SEISMIC INFORMATION CONTAINED IN THE STRUCTURAL DRAWINGS FOR SITE SPECIFIC INFORMATION ON SEISMIC DESIGN CATEGORY.

B. SEE EQUIPMENT SCHEDULES AND DETAILS FOR SPECIFIC COMPONENT IMPORTANCE FACTOR DESIGNATIONS.

C. USE APPLICABLE TABLE BELOW TO DETERMINE SEISMIC RESTRAINT REQUIREMENTS FOR EACH MECHANICAL COMPONENT.

D. FOR ALL COMPONENTS REQUIRING SEISMIC RESTRAINT, THE COMPONENT SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED

BY A REGISTERED DESIGN PROFESSIONAL. SUBMITTALS MUST INCLUDE STAMPED AND SIGNED DRAWINGS AND CALCULATIONS.

E. WHERE SEISMIC RESTRAINT IS REQUIRED, HOUSEKEEPING PADS NEEDED FOR THE INSTALLATION OF EQUIPMENT UNDER THIS

CONTRACT MUST BE DESIGNED BY THE SEISMIC ENGINEER. DO NOT POUR ANY HOUSEKEEPING PADS PRIOR TO THE RECEIPT

OF THE SEISMIC SUBMITTAL.

F. SEISMIC RESTRAINTS FOR PIPING AND DUCTWORK MUST BE SHOWN ON LAYOUT DRAWINGS SHOWING SPECIFIC RESTRAINT

LOCATIONS ALONG WITH ACCOMPANYING DETAILS AND CALCULATIONS.

NOTES

1.51.0

6REQUIRED6NOT REQUIRED

COMPONENT CERTIFICATION

(SEE NOTE 6)

6 SQ.FT. AND LARGERDUCTWORK

4>1"4>3"

SUSPENDED DUCTILE PIPING

(STEEL, ALUMINUM, COPPER, ETC.)

,RESTRAIN ALL1RESTRAIN ALL

NOT INLINE W/

DUCT/PIPE

3RESTRAIN IF >75 LBS

PROVIDE FLEX. CONN.

3RESTRAIN IF >75 LBS

PROVIDE FLEX. CONN.

INLINE W/ DUCT

SUSPENDED

EQUIPMENT

,RESTRAIN ALL1RESTRAIN ALLCOMPONENT SUPPORTS

,RESTRAIN ALL1, 2RESTRAIN ALLWALL MOUNTED

,RESTRAIN ALL1, 2RESTRAIN ALLFLOOR MOUNTED

,RESTRAIN ALL1RESTRAIN ALLROOF MOUNTED

SEISMIC RESTRAINT

REQUIREMENT

NOTES

SEISMIC RESTRAINT

REQUIREMENT

COMPONENT IDENTIFICATION

SEISMIC DESIGN CATEGORIES D,E,F

ALL HVAC COMPONENTS EXCEPT AS NOTED IN Ip=1.5

GENERAL HVAC NOTES

1. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND LOCATION OF EQUIPMENT, DUCTWORK, PIPING, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MECHANICAL INSTALLATION W/ THE STRUCTURE AND OTHER TRADES AND SHALL PROVIDE ADDITIONAL OFFSETS AND FITTINGS AS NECESSARY.

2. COORDINATE WORK WITH AUTHORITY HAVING JURISDICTION AND OBTAIN ALL PERMITS AND INSPECTIONS.

3. PROVIDE GOVERNMENT WITH CERTIFICATES OF FINAL INSPECTION AND ACCEPTANCE FROM AUTHORITY HAVING JURISDICTION.

4. THE HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS SHALL COMPLY WITH THE THE CODES LISTED ON THIS SHEET AS WELL AS ALL LOCAL CODE OFFICIAL REQUIREMENTS. IN THE

EVENT OF A CONFLICT BETWEEN CODES, THE MOST STRINGENT SHALL ALWAYS GOVERN.

5. DUCT DIMENSIONS ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.

6. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CLEARANCES PRIOR TO FABRICATION OR INSTALLATION OF EQUIPMENT, DUCTWORK, AND PIPING SYSTEMS. WHERE CONDITIONS REQUIRE A

CHANGE IN DUCT OR PIPE ROUTING, NOTIFY THE ARCHITECT FOR AN ACCEPTABLE ALTERNATIVE METHOD. AVOID ROUTING DUCTWORK DIRECTLY OVER LIGHT FIXTURES, DIFFUSERS, AND OTHER CEILING MTD. DEVICES. LOCATE ALL MECHANICAL EQUIPMENT SO THAT FILTERS AND COMPONENTS REQUIRING ACCESS (SERVICE AND MAINTENANCE) ARE FULLY ACCESSIBLE.

7. PROVIDE CURVED RADIUS ELBOW AT FIRST SUPPLY & RETURN FITTING FOR ALL HVAC UNITS. PROVIDE TURNING VANES IN ALL 90 DEGREE ELBOWS IN ALL RECTANGULAR SUPPLY/RETURN/EXHAUST DUCT SYSTEMS. ANY OFFSETS REQUIRED IN DUCT SYSTEMS SHALL BE INSTALLED PER SMACNA 1995 2ND EDITION MANUAL . SHARP ANGLED TRANSITIONS OR

OFFSETS 'WILL NOT BE ALLOWED'. PROVIDE DUCT ACCESS DOORS AS REQUIRED.

8. INSTALL ALL DUCT MOUNTED DEVICES (DAMPERS, ACCESS DOORS, ETC.) AND PIPING SPECIALTIES IN EASILY ACCESSIBLE LOCATIONS. ADVISE THE ARCHITECT IN ADVANCE OF INSTALLATION IF

ACCESS WILL BE HINDERED SO AN ALTERNATE LOCATION CAN BE SELECTED.

9. ALL DUCT TAKE,OFFS SHALL BE INSTALLED AS SHOWN BY DETAILS ON THE PLANS WITH A MANUAL BALANCING DAMPER AT EVERY TAKE,OFF. WHERE DUCT RUN,OUT SIZE IS NOT SHOWN PROVIDE DUCT SAME SIZE AS GRILLE NECK SIZE. PRE,INSULATED FLEXIBLE DUCT MAY BE USED FOR FINAL CONNECTION TO SUPPLY GRILLES (MAX. LENGTH 5').

10. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS WITH PRESCRIBED CLEARANCES FOR SERVICE AND MAINTENANCE. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF RECOMMENDED CLEARANCES ARE NOT POSSIBLE BEFORE INSTALLING EQUIPMENT.

11. ALL ROTATING MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH VIBRATION ISOLATION. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS BETWEEN DUCTWORK AND ISOLATED

MECHANICAL EQUIPMENT.

12. THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF FIRE RATED WALLS/FLOORS/CEILINGS BY DUCTWORK PIPING, ETC., WITH U.L. LISTED FIRE STOPPING MATERIAL TO MAINTAIN FIRE

RATING OF THE BARRIER.

13. SEISMIC PROTECTION OF EQUIPMENT, DUCTWORK, PIPING AND UTILITIES SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 16 OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION. ALL SEISMIC RESTRAINT AND BRACING SHALL BE SUBSTANTIATED BY MANUFACTURER'S SUBMITTALS PER THE SPECIFICATIONS. FOR ADDITIONAL INFORMATION, SEE 'SEISMIC AND WIND REQUIREMENTS FOR MECHANICAL SYSTEMS' ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF SEISMIC BRACING DEVICES WITH THE OWNER'S SEISMIC SPECIAL INSPECTOR. PROVIDE A MINIMUM OF SEVEN DAYS ADVANCE NOTICE OF INSTALLATION.

14. BALANCE ALL AIR DISTRIBUTION DEVICES, EXHAUST FANS, AND OUTSIDE AIR QUANTITIES AS SCHEDULED OR SHOWN ON THE DRAWINGS. PROVIDE MARKERS AT ALL DAMPER LOCATIONS SHOWING FULL OPEN/CLOSED POSITIONS AND DAMPER SETTING FOR REQUIRED AIRFLOW. PROVIDE FINAL TEST AND BALANCE REPORT ALONG W/ SCHEMATIC DRAWINGS SHOWING DIFFUSER LOCATION W/ DESIGN AND ACTUAL CFM. THE DIFFUSER TAGS ON THE DRAWINGS SHALL CORRESPOND TO THE DIFFUSER TAGS ON THE REPORT. THIS REPORT SHALL BE SUBMITTED BEFORE THE FINAL INSPECTION IS PERFORMED. SEE SPECIFICATION SECTION 23 05 93 FOR FURTHER INFORMATION.

15. ALL CONTROL WIRING, CONDUIT AND CONTROLS ACCESSORIES NECESSARY TO IMPLEMENT THE OUTLINED SEQUENCES OF OPERATION SHALL BE PROVIDED BY THE CONTROLS CONTRACTOR.

16. WHERE "APPROXIMATELY" IS USED TO DEFINE INSTALLATION LOCATIONS, CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES TO VERIFY THERE ARE NO CONFLICTS PRIOR TO

INSTALLATION AT DIMENSION LISTED.

AUTOMATIC BALANCING CONTROL VALVE

MANUAL DAMPER

FIRE DAMPER FLEXIBLE DUCT CONNECTION

HOSE BIBB

DIRECTION OF PIPING FLOW

PIPING SLOPE

PIPE CAP

DRAIN VALVE W/ HOSE CONNECTION

AUTOMATIC AIR VENT

RELIEF VALVE

FLANGE CONNECTION

FLANGED JOINT

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

ELBOW SIDE

TEE SIDE

BUTTERFLY VALVE

BALL VALVE

CIRCUIT SETTER/ BALANCING VALVE

SWING CHECK VALVE

CIRCUIT SENSOR

ECCENTRIC REDUCER/INCREASER

CONCENTRIC REDUCER/INCREASER

MOTORIZED BALL VALVE

FAN

WYE STRAINER

GATE VALVE

CIRCUIT SETTER

MOTORIZED BUTTERFLY VALVE

BALL VALVE

MOTORIZED DAMPER

SMOKE DETECTOR (DUCT MOUNTED)

PREINSULATED FLEXIBLE DUCT

CONNECTION TO EXISTING SYSTEM

THERMOSTAT (DUCT MOUNTED)

HUMIDISTAT (DUCT MOUNTED)H

HVAC SYMBOL LEGEND

DESCRIPTIONSYMBOL SYMBOL DESCRIPTION

THERMOSTAT

HUMIDISTAT

AIR TERMINAL TAG, X=TYPE MARK, Y=CFM

X"x Y"

SIDEWALL REGISTER / GRILLE

TURNING VANES

SINGLE DUCT AIR TERMINAL UNIT

DUCTWORK (X" = WIDTH, Y" = HEIGHT)

COMPONENT TO BE DEMOLISHED

PREINSULATED FLEXIBLE DUCTDUCT MOUNTED SMOKE DETECTOR (BY E.C.)SD

HVAC SYMBOL LEGEND

2,WAY CONTROL VALVE

WYE STRAINER W/BLOWDOWN BALL VALVE WITH

HOSE CONNECTION

UNION

No.

M K

Y A. U

27045

RCAH OL INN

E E

F ESS IO O

E C

S N

E I L R

L A

G I

E N

C E

R T

I F

AT E

O F A U T H O

R I Z

A T

UTH CAROLINA

CONSULTING

ENGINEERS

DWG, INC.

No.C03649

R A

M A

COM

IT Y

B I L

E W

A IR AS

I N 62 8T H

SEAL AREASEAL AREASEAL AREASEAL AREA

OFOFOFOFSHEETSHEETSHEETSHEET

RECORD DRAWING DATERECORD DRAWING DATERECORD DRAWING DATERECORD DRAWING DATE

DRAWING SIZE:DRAWING SIZE:DRAWING SIZE:DRAWING SIZE:

PROJECT NO.PROJECT NO.PROJECT NO.PROJECT NO.

AIR

LIT

D R A W

R E V

N S

D R A W

R E V

N S

D R A W

R E V

N S

D R A W

R E V

N S

B Y:

T, SU

ITE

T, SU

ITE

T, SU

ITE

T, SU

ITE

T B A S E

C H A R

T B A S E

C H A R

T B A S E

C H A R

T B A S E

C H A R

ANSI D(22X34)ANSI D(22X34)ANSI D(22X34)ANSI D(22X34)

41414141

M001M001M001M001

DKGV,13,2159DKGV,13,2159DKGV,13,2159DKGV,13,2159

10101010

Q /2 8, RE

Q /2 8, NN

TIO

06/20/16

C N

S L

C N

S L

C N

S L

C N

S L

MECHANICAL ABBREVIATIONS

ABBR DESCRIPTION

(E) EXISTING

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

APD AIR PRESSURE DROP

BHP BRAKE HORSE POWER

BMS BUILDING MANAGMENT SYSTEM

BOD BASIS OF DESIGN

BOP BASIS OF PIPE

C DOMESTIC COLD WATER SUPPLY

CFM CUBIC FEET PER MINUTE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CO CLEANOUT

CP CENTRAL PLANT

DB DECIBELS

DDC DIRECT DIGITAL CONTROLS

DIA DIAMETER

DRN DRAIN

EA EXHAUST AIR

EC ELECTRICAL CONTRACTOR

EDH ELECTRICAL DUCT HEATER

EF EXHAUST FAN

EH ELECTRIC HEATER

EMCS ENERGY MANAGEMENT CONTROL

SYSTEM

EQ EQUALIZER

ESP EXTERNAL STATIC PRESSURE

FD FLOOR DRAIN

FD FIRE DAMPER

FPM FEET PER MINUTE

FRPM FAN ROTATIONS PER MINUTE

FT FEET

GPM GALLONS PER MINUTE

H DOMESTIC HOT WATER SUPPLY

HP HORSEPOWER

HR DOMESTIC HOT WATER RETURN

IN INCHES

LAT LEAVING AIR TEMPERATURE

MBH THOUSANDS OF BTU'S PER HOUR

MC MECHANICAL CONTRACTOR

MD MANUAL DAMPER

NC NOISE CRITERIA

NO NORMALLY OPEN

OA OUTSIDE AIR

PC PLUMBING CONTRACTOR

PD PRESSURE DROP

PS PIPE SUPPORT

RA RETURN AIR

RH RELATIVE HUMIDITY

RM REMOTE MONITOR

RPM ROTATIONS PER MINUTE

SA SUPPLY AIR

SF SUPPLY FAN

TYP TYPICAL

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS OTHERWISE NOTED

VFD VARIABLE FREQUENCY DRIVE

VNT VENT

W/ WITH

WMS WIRE MESH SCREEN

°F DEGREES FAHRENHEIT

MECHANICAL CODES & STANDARDS

CODE DESCRIPTION

ASHRAE 90.1 ENERGY STANDARDS FOR BUILDINGS

IBC (2012) INTERNATIONAL BUILDING CODE

IECC (2012) INTERNATIONAL ENERGY CONSERVATION CODE

IMC (2012) INTERNATIONAL MECHANICAL CODE

NFPA 80 STANDARD FOR FIRE DOORS AND OTHER OPENING

PROTECTIVES

NFPA 90A (2009) STANDARD FOR THE INSTALLATION OF AIR,CONDITIONING &

VENTILATING SYSTEMS

SMACNA MANUAL FOR THE BALANCING & ADJUSTMENT OF AIR

DISTRIBUTION SYSTEMS

UFC 3,410,01 UNIFIED FACILITIES CRITERIA , HVAC SYSTEMS

No.

M K

Y A. U

27045

RCAH OL INN

E E

F ESS IO O

E C

S N

E I L R

L A

G I

E N

C E

R T

I F

AT E

O F A U T H O

R I Z

A T

UTH CAROLINA

CONSULTING

ENGINEERS

DWG, INC.

No.C03649

R A

M A

COM

IT Y

B I L

E W

A IR AS

I N 62 8T H

SEAL AREASEAL AREASEAL AREASEAL AREA

OFOFOFOFSHEETSHEETSHEETSHEET

RECORD DRAWING DATERECORD DRAWING DATERECORD DRAWING DATERECORD DRAWING DATE

DRAWING SIZE:DRAWING SIZE:DRAWING SIZE:DRAWING SIZE:

PROJECT NO.PROJECT NO.PROJECT NO.PROJECT NO.

AIR

LIT

D R A W

R E V

N S

D R A W

R E V

N S

D R A W

R E V

N S

D R A W

R E V

N S

B Y:

T, SU

ITE

T, SU

ITE

T, SU

ITE

T, SU

ITE

T B A S E

C H A R

T B A S E

C H A R

T B A S E

C H A R

T B A S E

C H A R

ANSI D(22X34)ANSI D(22X34)ANSI D(22X34)ANSI D(22X34)

41414141

M002M002M002M002

DKGV,13,2159DKGV,13,2159DKGV,13,2159DKGV,13,2159

11111111

Q /2 8, RE

Q /2 8, NN

TIO

06/20/16

C S C H

EXHAUST FAN SCHEDULE

UNIT I.D.

CAPACITY

CFM

E.S.P. INCHES

W.G. TYPE FRPM

MAXIMUM SOUND

RATING (SONES)

BASIS OF

DESIGN MODEL

BUILDING (4) 2408 NAUTILUS HALL

EF#A4#1 2960 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1752 19.6 GREENHECK BSQ#180HP#30

EF#A4#2 2660 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1708 18 GREENHECK BSQ#180HP#30

EF#A4#3 2295 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1696 16.7 GREENHECK BSQ#180HP#20

EF#A4#4 1895 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1686 15.2 GREENHECK BSQ#180HP#20

BUILDING (5) 2407 ENTERPRISE HALL

EF#A5#1 2960 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1752 19.6 GREENHECK BSQ#180HP#30

EF#A5#2 2660 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1708 18 GREENHECK BSQ#180HP#30

EF#A5#3 2295 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1696 16.7 GREENHECK BSQ#180HP#20

EF#A5#4 1895 2.80 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1686 15.2 GREENHECK BSQ#180HP#20

VAV AIR HANDLING UNIT SCHEDULE

UNIT I.D.

AIR

CAPACITY

CFM

FAN

MAX

RPM

FAN

MAX

BHP

NOMINAL

FAN HP

E.S.P.

INCHES

W.G.

T.S.P.

INCHES

W.G.

CHILLED WATER COIL

EFFICIENCY

MAX

CLEAN

AIR P.D.

DIRTY AIR

P.D.

BASIS OF

DESIGN MODEL

TOTAL

MBH

SENS.

MBH

MAX FV

(FPM) EAT (DB/WB °F) LAT (DB/WB °F)

AIR P.D.

(IN W.G.) GPM EWT °F LWT °F

WATER P.D.

(FT W.G.)

# OF

ROWS

FINS /

INCH

BUILDING (4) 2408 NAUTILUS HALL

AHU#A4#1 22780 2183 11.86 (x2) 15 3.00 in#wg 4.40 in#wg 916 640 511 FPM 78.0°F / 65.6°F 52.3°F / 52.1°F 1.11 in#wg 132 GPM 45.0°F 58.9°F 12.3 8 12 MERV 8 0.20 in#wg 1.00 in#wg DAIKIN CAH049GDGM

AHU#A4#3 20540 2403 11.41 (x2) 15 3.00 in#wg 4.53 in#wg 831 579 532 FPM 78.0°F / 65.6°F 52.2°F / 52.0°F 1.22 in#wg 119 GPM 45.0°F 59.0°F 14.0 10 9 MERV 8 0.23 in#wg 1.00 in#wg DAIKIN CAH040GDGC

AHU#A4#5 17360 2403 8.81 (x2) 10 3.00 in#wg 4.35 in#wg 694 486 509 FPM 78.0°F / 65.6°F 52.4°F / 52.2°F 1.04 in#wg 100 GPM 45.0°F 58.8°F 15.7 8 11 MERV 8 0.21 in#wg 1.00 in#wg DAIKIN CAH037GDGM

AHU#A4#7 14940 2674 7.66 (x2) 10 3.00 in#wg 4.30 in#wg 601 420 493 FPM 78.0°F / 65.6°F 52.3°F / 52.1°F 0.99 in#wg 86 GPM 45.0°F 58.9°F 14.5 8 11 MERV 8 0.22 in#wg 1.00 in#wg DAIKIN CAH033GDGM

BUILDING (5) 2407 ENTERPRISE HALL

AHU#A5#1 22780 2183 11.86 (x2) 15 3.00 in#wg 4.40 in#wg 916 640 511 FPM 78.0°F / 65.6°F 52.3°F / 52.1°F 1.11 in#wg 132 GPM 45.0°F 58.9°F 12.3 8 12 MERV 8 0.20 in#wg 1.00 in#wg DAIKIN CAH049GDGM

AHU#A5#3 20540 2403 11.41 (x2) 15 3.00 in#wg 4.53 in#wg 831 579 532 FPM 78.0°F / 65.6°F 52.2°F / 52.0°F 1.22 in#wg 119 GPM 45.0°F 59.0°F 14.0 10 9 MERV 8 0.23 in#wg 1.00 in#wg DAIKIN CAH040GDGC

AHU#A5#5 17360 2403 8.81 (x2) 10 3.00 in#wg 4.35 in#wg 694 486 509 FPM 78.0°F / 65.6°F 52.4°F / 52.2°F 1.04 in#wg 100 GPM 45.0°F 58.8°F 15.7 8 11 MERV 8 0.21 in#wg 1.00 in#wg DAIKIN CAH037GDGM

AHU#A5#7 14940 2674 7.66 (x2) 10 3.00 in#wg 4.30 in#wg 601 420 493 FPM 78.0°F / 65.6°F 52.3°F / 52.1°F 0.99 in#wg 86 GPM 45.0°F 58.9°F 14.5 8 11 MERV 8 0.22 in#wg 1.00 in#wg DAIKIN CAH033GDGM

ENERGY RECOVERY MODULE SCHEDULE

UNIT I.D.

SUPPLY

AIRFLOW (CFM)

EXHAUST

AIRFLOW (CFM)

SUMMER SUPPLY WINTER SUPPLY

BASIS OF DESIGN MODELEAT (DB/WB °F) LAT (DB/WB °F) EAT (DB/WB °F) LAT (DB/WB °F)

BUILDING (4) 2408 NAUTILUS HALL

ERM#A4#1 3320 2960 92.0°F / 81.0°F 81.5°F / 70.7°F 27.0°F / 22.7°F 53.4°F / 44.0°F GREENHECK ERM#52H#30

ERM#A4#2 3000 2660 92.0°F / 81.0°F 81.7°F / 70.9°F 27.0°F / 22.7°F 53.0°F / 43.6°F GREENHECK ERM#52H#30

ERM#A4#3 2520 2295 92.0°F / 81.0°F 81.0°F / 70.1°F 27.0°F / 22.7°F 54.7°F / 44.8°F GREENHECK ERM#52H#30

ERM#A4#4 2160 1895 92.0°F / 81.0°F 82.4°F / 71.6°F 27.0°F / 22.7°F 51.3°F / 42.4°F GREENHECK ERM#36H#30

BUILDING (5) 2407 ENTERPRISE HALL

ERM#A5#1 3320 2960 92.0°F / 81.0°F 81.5°F / 70.7°F 27.0°F / 22.7°F 53.4°F / 44.0°F GREENHECK ERM#52H#30

ERM#A5#2 3000 2660 92.0°F / 81.0°F 81.7°F / 70.9°F 27.0°F / 22.7°F 53.0°F / 43.6°F GREENHECK ERM#52H#30

ERM#A5#3 2520 2295 92.0°F / 81.0°F 81.0°F / 70.1°F 27.0°F / 22.7°F 54.7°F / 44.8°F GREENHECK ERM#52H#30

ERM#A5#4 2160 1895 92.0°F / 81.0°F 82.4°F / 71.6°F 27.0°F / 22.7°F 51.3°F / 42.4°F GREENHECK ERM#36H#30

SUPPLY FAN SCHEDULE

UNIT I.D.

CAPACITY

CFM

E.S.P. INCHES

W.G. TYPE FRPM

MAXIMUM SOUND

RATING (SONES)

BASIS OF

DESIGN MODEL

BUILDING (4) 2408 NAUTILUS HALL

SF#A4#1 3320 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1709 19.8 GREENHECK BSQ#160#20

SF#A4#2 3000 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1649 17.8 GREENHECK BSQ#160#20

SF#A4#3 2520 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1976 21 GREENHECK BSQ#140#20

SF#A4#4 2160 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 2343 22 GREENHECK BSQ#130#20

BUILDING (5) 2407 ENTERPRISE HALL

SF#A5#1 3320 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1709 19.8 GREENHECK BSQ#160#20

SF#A5#2 3000 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1649 17.8 GREENHECK BSQ#160#20

SF#A5#3 2520 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 1976 21 GREENHECK BSQ#140#20

SF#A5#4 2160 2.00 in#wg BELT DRIVE CENTRIFUGAL INLINE FAN 2343 22 GREENHECK BSQ#130#20

NOTES:

1. SEE ELECTRICAL DRAWINGS FOR VOLTAGE REQUIREMENTS.

2. VARIABLE FREQUENCY DRIVES FOR FAN MOTORS SHALL BE FACTORY INSTALLED AND INTEGRAL TO THE AIR HANDLING UNIT.

3. PROVIDE DRAIN PAN UNDER AHU. SEE DETAIL.

4. EQUIPMENT SHALL BE SHIPPED AS SEPARATE MODULES AND INSTALLED IN PLACE. THE SIZE OF EACH MODULE SHALL BE LESS THAN EITHER 65" WIDE BY 55" HIGH OR 82" WIDE BY 48" HIGH IN ORDER TO PASS THROUGH TRIANGULAR OPENING.

5. (x2) LISTED IN FAN HP COLUMN INDICATES THERE ARE TWO SUPPLY FANS IN THE SECTION.

6. PROVIDE WITH MINIMUM 8" BASE RAIL OR AS NECESSARY TO ACCOUNT FOR P#TRAP DEPTH. SEE DETAIL FOR P#TRAP DEPTH AND VERIFY ANY MANUFACTURER SPECIFIC REQUIREMENTS. BASE RAIL SHALL BE SHIPPED SEPARATE.

NOTES:

1. SEE ELECTRICAL DRAWINGS FOR VOLTAGE REQUIREMENTS.

NOTES:

1. SEE ELECTRICAL DRAWINGS FOR VOLTAGE REQUIREMENTS.

NOTES:

1. SEE ELECTRICAL DRAWINGS FOR VOLTAGE REQUIREMENTS.

FILTER MODULE SCHEDULE

UNIT I.D. SYSTEM CFM

MAX INITIAL

PRESSURE

DROP

HOUSING

HEIGHT, WIDTH,

THICKNESS

FILTER

EFFICIENCY

BASIS OF

DESIGN MODEL

BUILDING (4) 2408 NAUTILUS HALL

FM#A4#1 EXHAUST AIR 2960 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A4#2 OUTSIDE AIR 3320 0.25 in#wg 28" x 48" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A4#3 EXHAUST AIR 2660 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A4#4 OUTSIDE AIR 3000 0.25 in#wg 28" x 48" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A4#5 EXHAUST AIR 2295 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A4#6 OUTSIDE AIR 2520 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A4#7 EXHAUST AIR 1895 0.25 in#wg 28" x 24" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A4#8 OUTSIDE AIR 2160 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

BUILDING (5) 2407 ENTERPRISE HALL

FM#A5#1 EXHAUST AIR 2960 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A5#2 OUTSIDE AIR 3320 0.25 in#wg 28" x 48" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A5#3 EXHAUST AIR 2660 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A5#4 OUTSIDE AIR 3000 0.25 in#wg 28" x 48" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A5#5 EXHAUST AIR 2295 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A5#6 OUTSIDE AIR 2520 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A5#7 EXHAUST AIR 1895 0.25 in#wg 28" x 24" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

FM#A5#8 OUTSIDE AIR 2160 0.25 in#wg 28" x 36" x 12" MERV 8 CAMFIL 4P GLIDE/PACK

NOTES:

1. FILTERS SHALL HAVE A MAXIMUM FACE VELOCITY NO GREATER THAN 500 FPS.

AIRFLOW MONITORING STATION SCHEDULE

UNIT I.D. SYSTEM MAX CFM

BASIS OF

DESIGN MODEL

BUILDING (4) 2408 NAUTILUS HALL

AFS#A4#1 EXHAUST AIR 2960 EBTRON GTX116

AFS#A4#2 OUTSIDE AIR 3320 EBTRON GTX116

AFS#A4#3 EXHAUST AIR 2660 EBTRON GTX116

AFS#A4#4 OUTSIDE AIR 3000 EBTRON GTX116

AFS#A4#5 EXHAUST AIR 2295 EBTRON GTX116

AFS#A4#6 OUTSIDE AIR 2520 EBTRON GTX116

AFS#A4#7 EXHAUST AIR 1895 EBTRON GTX116

AFS#A4#8 OUTSIDE AIR 2160 EBTRON GTX116

BUILDING (5) 2407 ENTERPRISE HALL

AFS#A5#1 EXHAUST AIR 2960 EBTRON GTX116

AFS#A5#2 OUTSIDE AIR 3320 EBTRON GTX116

AFS#A5#3 EXHAUST AIR 2660 EBTRON GTX116

AFS#A5#4 OUTSIDE AIR 3000 EBTRON GTX116

AFS#A5#5 EXHAUST AIR 2295 EBTRON GTX116

AFS#A5#6 OUTSIDE AIR 2520 EBTRON GTX116

AFS#A5#7 EXHAUST AIR 1895 EBTRON GTX116

AFS#A5#8 OUTSIDE AIR 2160 EBTRON GTX116

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY MOUNTING LOCATION AND

DUCT SIZE BEFORE ORDERING.

2. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

3. CONTROL PANEL SHALL BE BACNET COMPLIANT TO CONNECT

TO CONTROLS SYSTEM.

VAV TERMINAL UNIT SCHEDULE

UNIT I.D.

PRIMARY INLET

(INCHES)

COOLING

MAX CFM

COOLING

MIN CFM

APD @ COOLING

AIRFLOW (IN H2O)

ADJUSTED HEATING

AIRFLOW (CFM)

TOTAL

KW EAT °F LAT °F

BASIS OF

DESIGN MODEL

BUILDING (4) 2408 NAUTILUS HALL

VAV#A4#1 8 890 267 1.00 in#wg 280 2.7 52 °F 82 °F PRICE SDV5

VAV#A4#2 8 890 267 1.00 in#wg 280 2.7 52 °F 82 °F PRICE SDV5

VAV#A4#3 7 770 231 1.00 in#wg 240 2.3 52 °F 82 °F PRICE SDV5

VAV#A4#4 7 770 231 1.00 in#wg 240 2.3 52 °F 82 °F PRICE SDV5

VAV#A4#5 7 680 204 1.00 in#wg 220 2.1 52 °F 82 °F PRICE SDV5

VAV#A4#6 7 680 204 1.00 in#wg 220 2.1 52 °F 82 °F PRICE SDV5

VAV#A4#7 8 840 252 1.00 in#wg 260 2.5 52 °F 82 °F PRICE SDV5

BUILDING (5) 2407 ENTERPRISE HALL

VAV#A5#1 8 890 267 1.00 in#wg 280 2.7 52 °F 82 °F PRICE SDV5

VAV#A5#2 8 890 267 1.00 in#wg 280 2.7 52 °F 82 °F PRICE SDV5

VAV#A5#3 7 770 231 1.00 in#wg 240 2.3 52 °F 82 °F PRICE SDV5

VAV#A5#4 7 770 231 1.00 in#wg 240 2.3 52 °F 82 °F PRICE SDV5

VAV#A5#5 7 680 204 1.00 in#wg 220 2.1 52 °F 82 °F PRICE SDV5

VAV#A5#6 7 680 204 1.00 in#wg 220 2.1 52 °F 82 °F PRICE SDV5

VAV#A5#7 8 840 252 1.00 in#wg 260 2.5 52 °F 82 °F PRICE SDV5

NOTES:

1. SEE ELECTRICAL DRAWINGS FOR VOLTAGE REQUIREMENTS.

2. INLET SIZE PER MANUFACTURER. VAV BOX INLET SIZE SHALL BE SAME AS INLET UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE EQUIVALENT

DUCT DIAMETER PER MANUFACTURER'S REQUIREMENTS.

3. CONTROLS FOR THE TERMINAL UNITS SHALL BE BACNET COMPLIANT AND SHALL BE FACTORY MOUNTED.

4. DAMPER ACTUATOR SHALL FAIL OPEN IN CASE OF POWER LOSS.

AIR DISTRIBUTION SCHEDULE

UNIT I.D. DESCRIPTION

FACE SIZE NECK SIZE BASIS OF

DESIGN MODELH OR Ø W H OR Ø W

Supply Air

S1 LOUVERED FACE SUPPLY REGISTER 10" 6" 10" 6" PRICE 610DAL

Return Air

R1 EGGCRATE FACE RETURN REGISTER 14" 10" 14" 10" PRICE 80DAL

NOTES:

1. COORDINATE AIR DISTRIBUTION LOCATIONS WITH ALL OTHER TRADES.

2. AIR DISTRIBUTION TO BE ALUMINUM CONSTRUCTION WITH BAKED ENAMEL "WHITE" FINISH.

3. SURFACE MOUNTED AIR DISTRIBUTION DEVICES SHALL BE MOUNTED WITHOUT VISIBLE FASTENERS.

4. ALL DIFFUSERS AND GRILLES SHALL BE PROVIDED WITH OPPOSED BLADE DAMPERS.

45° "Y" TEE

WAY 45° "Y" TEE

90° CONICAL TEE

90° TEE WITH 45° TAKE

OFF

DIRECTION

OF AIR

FLOW

DIRECTION

OF AIR

FLOW

1/2 D

BRANCH DUCT

TRUNK

DUCT

TRUNK DUCT

DIRECTION OF

AIR FLOW

DIRECTION

OF AIR

FLOW

BRANCH DUCT

TRUNK

DUCT TRUNK

DUCT

NOTES:

MANUAL

3. SPIN

IN FITTINGS WITH INTEGRAL SCOOP AND DAMPER SHALL ONLY BE USED ON LOW PRESSURE DUCT.

2. TAKE

OFFS IN MEDIUM PRESSURE DUCT SHALL HAVE AN OVERSIZED INTAKE.

1. CONTRACTOR MAY SUBSTITUTE A MANUFACTURED FITTING FOR THE DETAILED TAKE

OFF ABOVE.

ELEVATION

1" MIN

ROUND BRANCH

DUCT

PLAN

DAMPER

RECTANGULAR

BRANCH DUCT

1" MIN

ELEVATION

PLAN

DAMPER

60°

MAIN DUCT

AIRFLOW

MAIN DUCT

SUPPLY

RETURN OR EXHAUST

45°

MANUAL

4. FITTINGS SHALL BE SCREWED TO THE TRUNK DUCT AND SEALED WITH MASTIC. MASTIC TAPE IS NOT

ACCEPTABLE, SEE SPECIFICATIONS.

5. IF VAV BOX IS LOCATED IN BRANCH DUCT, BALANCE DAMPER SHALL NOT BE INSTALLED IN

TAKOFF FROM MAIN TRUNK DUCT.

NOTES:

1. CONTRACTOR MAY SUBSTITUTE FLEXMASTER CB

D, STO, OR STOC FOR INDICATED TAKE

OFF.

2. CONTRACTOR MAY SUBSTITUTE CROWN 716 FOR INDICATED TAKE

OFF.

3. FITTINGS 716, STO, AND STOC SHALL BE SCREWED TO THE TRUNK DUCT AND SEALED WITH MASTIC.

MASTIC TAPE IS NOT ACCEPTABLE, SEE SPECIFICATIONS.

TABLE 4

1 RECTANGULAR DUCT HANGERS MINIMUM SIZE

1/2"X16GA.

3/4"

3000 LBS.

5/8"

2000 LBS.

1/2"

1250 LBS.

1/4"

270 LBS.

3/8"

680 LBS.

1/2 " X 16 GA.

1100 LBS.

1" X 22 GA.

260 LBS.

1" X 20 GA.

320 LBS.

1" X 16 GA.

700 LBS.

1" X 18 GA.

420 LBS.

1/2" X 16 GA.

TWO 3/8" DIA.

PLACE FASTENERS IN SERIES, NOT SIDE BY SIDE.

1" X 16 GA.

TWO 1/4" DIA.

1" X 18,20,22 GA.

TWO #10 OR ONE 1/4" BOLT

WIRE OR ROD (DIA.)STRAP

SINGLE HANGER MAXIMUM ALLOWABLE LOADWHEN STRAPS ARE LAP JOINED

USE THESE MINIMUM FASTENERS

SPECIAL ANALYSIS REQUIRED

1/4"

1" X 18 GA.

1" X 16 GA.

1" X 20 GA.

1" X 22 GA.

12 GA. (.106")1" X 22 GA.

1/4"1" X 22 GA.

3/8"

3/8"3/8"

3/8"

1" X 22 GA.

3/8"

1/4"

1" X 22 GA. 12 GA. (.106")

1" X 20 GA.

1" X 18 GA.

1" X 16 GA.

3/8"1" X 16 GA.

3/8"

1/2"

1" X 18 GA.

1/2"

1/4"1" X 20 GA.

10 GA. (.135")1" X 22 GA.

1/2"

1/2"X16GA.

NOT…

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File details come from the government source that posted it. Updated Nov 14, 2017.