Drawing_61-72_pages.pdf

TYPE D1 TYPE D2

FLOORING AS SCHED.

CEILING AS SCHED.

3 5/8" OR 4" MTL. STUDS DIAGONAL

BRACING @ 48" O.C. MAX., ALTERNATE

BRACES. MIN. ONE SET OF BRACES PER

EACH PARTITION.

BOTTOM OF

STRUCTURE OR

ROOF DECK

PLAN VIEW PLAN VIEW

5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD

WALL BASE AS SCHED.

TYPE D5

NEW OR EXIST. CONSTRUCTION

WHERE APPLICABLE

MTL. STUD TRACK W/ 2 1/2"

X 2 1/2" X 18 GA. MTL. ANGLE

U.N.O.

3"

PLAN VIEW

SECTION VIEW

5/8" GYPSUM WALL BOARD

METAL STUDS @ 16" O.C.

5/8" GYPSUM WALL BOARD

5/8" GYPSUM WALL BOARD

METAL STUDS @ 16" O.C.

5/8" GYPSUM WALL BOARD

5/8" GYPSUM WALL BOARD

METAL STUDS @ 16" O.C.

PLAN VIEW

SECTION VIEW

5/8" GYP. BD.

TILE ON 5/8" CEMENTITIOUS BACKER

BD. ON MTL. STUDS AT 16" O.C. - USE

5/8" GYP. BD. ABOVE TILE

TILE ON 5/8" CEMENTITIOUS BACKER BD.

ON MTL. STUDS AT 16" O.C. - USE WATER

RESISTANT GYP. BD. ABOVE TILE

5/8" GYP. BD.

OMIT GYP. BD. @ CHASE SIDE

WHERE APPLICABLE

TYPE T1

SECTION VIEWSECTION VIEW

CONTRACTOR OPTION TO

EXTEND STUDS TO STRUCTURE

AND ELIMINATE BRACING - PROVIDE SLIP JOINT

FLOORING AS SCHED.

WALL BASE AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

METAL STUDS @ 16" O.C.

SOUND ATTENUATION FULL HEIGHT

METAL STUDS @ 16" O.C.

NOTE:

OMIT GYP. BD. @ CHASE SIDE

WHERE APPLICABLE

CEILING AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

5/8" GYPSUM WALL BOARD

FLOORING AS SCHED.

WALL BASE AS SCHED.

METAL STUDS @ 16" O.C.

CEILING AS SCHED. CEILING AS SCHED.

3 5/8" OR 4" MTL. STUDS DIAGONAL

BRACING @ 48" O.C. MAX., ALTERNATE

BRACES. MIN. ONE SET OF BRACES PER

EACH PARTITION.

CONTRACTOR OPTION TO

EXTEND STUDS TO STRUCTURE

AND ELIMINATE BRACING - PROVIDE SLIP JOINT

FLOORING AS SCHED.

WALL BASE AS SCHED.

NOTE:

OMIT GYP. BD. @ CHASE SIDE WHERE

APPLICABLE

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

BOTTOM OF

STRUCTURE OR

ROOF DECK

PLAN VIEW

SECTION VIEW

5/8" GYP. BD.

TYPE T2

FLOORING AS SCHED.

WALL BASE AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

SOUND ATTENUATION FULL HEIGHT

CEILING AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

TILE ON 5/8" CEMENTITIOUS BACKER

BD. ON MTL. STUDS AT 16" O.C. - USE

5/8" GYP. BD. ABOVE TILE

TYPE M2

CEILING

AS SCHEDULED

T.O.M.

8" CMU (GROUT FILLED AT M2A)

GYP.BD MTL STUD PARTITION ABOVE

SECTION VIEW

BOTTOM OF

STRUCTURE OR

ROOF DECK

3 LAYERS 5/8" ABUSE RESIST. GYP. BD.

ON 6" MTL STUDS @ 16" O.C. W/ SOUND

ATTENUATION FULL HEIGHT ( ALIGN ONE

SIDE W/ FACE OF CMU)

PLAN VIEW

FLOORING AS SCHED.

WALL BASE AS SCHED.

8" CMU (GROUT FILLED AT M2A)

9' - 4" AFF

U .O

.N

TILE ON 5/8" CEMENTITIOUS BACKER BD.

ON MTL. STUDS AT 16" O.C. - USE WATER

RESISTANT GYP. BD. ABOVE TILE

5/8" GYP. BD.

OMIT GYP. BD. @ CHASE SIDE

WHERE APPLICABLE

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD., TOP AND BOTTOM

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

TYPE M3

CEILING

AS SCHEDULED

T.O.M.

8" CMU

GYP.BD MTL STUD PARTITION ABOVE

SECTION VIEW

BOTTOM OF

STRUCTURE OR

ROOF DECK

3 LAYERS 5/8" ABUSE RESIST. GYP. BD.

ON 6" MTL STUDS @ 16" O.C. W/ SOUND

ATTENUATION FULL HEIGHT ( ALIGN ONE

SIDE W/ FACE OF CMU)

PLAN VIEW

FLOORING AS SCHED.

WALL BASE AS SCHED.

8" CMU

9' - 4" AFF

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

EXPANDED MTL LATH BEHIND ONE

LAYER OF GWB

US Army Corps of Engineers ®

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TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-601

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D1 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

D1 - 3 5/8" AS SHOWN -

D2 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

D2 - 3 5/8" AS SHOWN 45

D2A - 6" AS SHOWN 45

D5 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

D5 - 2 1/2" AS SHOWN -

T1 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

T1 - 3 5/8" AS SHOWN -

T2 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

T2 - 3 5/8" 45

M2 PARTITIONS

TYPE

FIRE

RATING DESCRIPTION STC

M2 - AS SHOWN 45

M2A - AS SHOWN 50

M2B 2 HR SAME AS M2 EXCEPT W/ 2 LAYERS

GYP. BD. EACH SIDE OF MTL STUDS

M A

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M3 PARTITIONS

TYPE

FIRE

RATING DESCRIPTION STC

M3 - AS SHOWN 45

FLUSH

F

AS SCHED.

A S

S C

H E

D

NARROW LITE

NL

AS SCHED.

A S

S C

H E

D

10" 8"

M A

X

A S

S C

H E

D

AS SCHED.

OVERHEAD COILING DOOR

OH

GLAZING

AS SCHED.

CLASS 5 ARMORY VAULT DOOR & DAY GATE

AV

AS SCHED.

11" 1' - 2"

11"

A S

S C

H E

D

AS SCHED.

COUNTER SHUTTER

OH 2

AS SCHED.

FIN. FLR.

HOLLOW METAL FRAME

H2

W/ 1/2" BACKBEND

A S

S C

H E

D

2" AS SCHED. 2"

PROFILE

VARIES

1/2" 1/2"

1 15/16"1 15/16"

/8

HOLLOW METAL FRAME

H1

W/ 1/2" BACKBEND

A S

S C

H E

D

2" AS SCHED. 2"

PROFILE

VARIES

1/2" 1/2"

1 15/16"1 15/16"

/8

HOLLOW METAL FRAME

H3

W/ 1/2" BACKBEND

A S

S C

H E

D

2" AS SCHED. 2"

1' - 4"

2"

PROFILE

VARIES

1/2" 1/2"

1 15/16"1 15/16"

/8

A

HORIZONTAL SLIDER

B

FIXED

F.F.

5' - 0"

F.F.

5' - 0"

DOOR SCHEDULE NOTES

1. SEE FLOOR PLANS FOR DOOR LOCATIONS AND SWINGS.

2. PROVIDE SEALANT AROUND FULL PERIMETER OF FRAMES, BOTH

SIDES OF PARTITIONS, ETC.

3. VAULT DOOR HARDWARE PROVIDED BY VAULT DOOR

MANUFACTURER. DOORS SHALL BE SUPPLIED WITH GSA APPROVED

COMBINATION LOCKS (KABA MAS OR EQUAL) COMPLIANT WITH

CURRENT UNIFIED FEDERAL GUIDE SPECIFICATIONS (UFGS)

STANDARDS APPROPRIATE FOR VAULT DOOR TYPE.

4. EXTERIOR OVERHEAD COILING DOORS TO BE ELECTRICALLY

OPERATED WITH THE CAPABILITY OF LOCKING DOOR OPEN AT 1’-0”

A.F.F.

5. NO THRESHOLD / TRANSITION REQUIRED AT DOORWAYS IN SPACES

HAVING THE SAME FLOOR FINISH ON BOTH SIDES OF THE DOOR.

SPACES HAVING DIFFERENT FLOOR FINISHES WILL REQUIRE

TRANSITION.

DOOR SCHED. ABB

GLZ GLAZING

HM HOLLOW METAL

STL STEEL

WD WOOD

GLAZING SCHEDULE

FG-1 1/4" (6mm) CLEAR (FULLY TEMPERED) GLASS

IG-1 1" INSULATED - TINTED GLASS UNIT LOW- E WITH/ .030 PVB

LSG-1 1/4" LAMINATED SAFETY GLASS WITH / .030 PVB

COMMENTS

1. PAIR OF DOORS

2. CLASS 5 VAULT DOOR WITH DAY GATE, INSTALL PER

MANUFACTURER’S STANDARD DETAILS

a. ARMS VAULT TO RECEIVE CLASS 5A VAULT DOOR

b. COMSEC VAULT TO RECEIVE CLASS 5V VAULT DOOR

c. DAY GATE: STL MESH, DEADBOLT OUTSIDE WITH THUMB

LATCH INSIDE

3. OVERHEAD DOOR HARDWARE & GUIDES/FRAME ASSEMBLY PER DOOR

MANUFACTURER.

4. INTERIOR DOOR FINISH TO MATCH EXTERIOR.

5. SECURITY DOOR COMPLYING WITH SECURE ROOM STANDARDS OF AR

380-5. 16 GA (MIN.) HOLLOW METAL DOOR WITH NON-REMOVABLE PIN

HINGES. PROVIDE LOCKMASTERS LKM 7000 SINGLE MOTION LIFE

SAFETY EXIT DEVICE MEETING FF-L-2890A (TYPE IV) WITH DIAL-TYPE

ELECTRO-MECHANICAL COMBINATION LOCK MEETING FF-L-2740A.

6. PROVIDE PAD-LOCKABLE SLIDING BOLTS ON INTERIOR OF MANUALLY

OPERATED OVERHEAD COILING DOORS EACH JAMB.

7. PROVIDE 14” X 14” LOUVERS IN EACH LEAF.

8. PAINT EXISTING DOOR AND FRAME.

9. PROVIDE NEW HARDWARE SET AS NOTED.

10. BASIS OF DESIGN FOR COUNTERTOP DOOR IS CORNELL SOUND

BARRIER DOOR UTILIZING URETHANE-FOAM FILLED METAL SLATS &

PERIMETER SEALS.

11. RE-KEY EXISTING DOOR HARDWARE TO MATCH NEW.

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TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-602

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DOOR SCHEDULE

DOOR NO. TYPE

DOOR

FIRE

RATING

FRAME

HARDWAR

E COMMENTS:

SIZE

MATERIAL FINISH

GLAZIN

G TYPE MATERIAL FINISH GLAZING

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

101.1 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

101.2 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

102 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H2 HM PT D1/A-604 B1/A-604 A1/A-603 HW - 6

103 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H3 HM PT FG-1 D1/A-603 B1/A-603 A1/A-603 HW - 7

104 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H3 HM PT FG-1 D1/A-603 B1/A-603 A1/A-603 HW - 7

105 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D3/A-603 B3/A-603 A3/A-603 HW - 11

106 F 5' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D3/A-603 B3/A-603 A3/A-603 HW - 1 NOTE 1, 7

107 F 6' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D3/A-603 B3/A-603 A3/A-603 HW - 1 NOTE 1, 7

108 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

109 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 10 NOTE 5

110 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 4

111 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 5

112 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 5

113 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H2 HM PT D1/A-604 B1/A-604 A1/A-603 HW - 6

114 F 6' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 1 NOTE 1, 7

115 F 6' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 3 NOTE 1

116 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 8

117.1 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

117.2 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

117.3 EXIST 3' - 0" 7' - 0" 1 3/4"

118.1 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

118.2 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

118.3 EXIST 3' - 0" 7' - 0" 1 3/4"

119 AV 3' - 0" 7' - 0" 1 3/4" STL PT - - - STL PT NOTE 2

120 AV 3' - 0" 7' - 0" 1 3/4" STL PT - - - STL PT NOTE 2

201.1 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT LSG-1- - H1 HM PT D2/A-603 B2/A-603 A1/A-603 HW - 2

201.2 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT LSG-1- - H1 HM PT D2/A-603 B2/A-603 A1/A-603 HW - 2

202 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 6

203 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 6

204.1 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 9

204.2 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 9

OH102 OH2 3' - 0" 4' - 4" D2/A-605 B2/A-605 A2/A-605 NOTE 6, 10

OH108.1 OH 10' - 0" 10' - 0" 3" STL PT - - - STL PT D3/A-604 B3/A-604 A3/A-604 NOTE 6

OH108.2 OH2 3' - 0" 4' - 4" D1/A-605 B1/A-605 A1/A-605 NOTE 6, 10

OH115.1 OH 10' - 0" 9' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 6

OH115.2 OH2 3' - 0" 4' - 4" D2/A-604 B2/A-604 A2/A-604 NOTE 6, 10

OH116 OH 10' - 0" 9' - 0" 3" STL PT - - - STL PT D3/A-604 B3/A-604 A3/A-604 NOTE 3,6

OH117.1 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH117.2 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH117.3 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604

OH118.1 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.2 OH 24' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.3 OH 16' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.4 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.5 OH 24' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

WINDOW SCHEDULE

Mark

R.O.

Type

FRAME GLAZING DETAILS

Head Height Remarks (See Notes Below)Width Height Finish Material Type Thickness Head Jamb

Window _Sill

A 5' - 0" 3' - 0" HORIZONTAL SLIDING DB AL IG-1 1" D2/A-606 A2/A-606 B2/A-606 7' - 4"

B 5' - 0" 3' - 0" WINDOW FIXED DB AL IG-1 1" D1/A-606 B1/A-606 A1/A-606 7' - 4"

B.1 5' - 0" 3' - 0" WINDOW FIXED DB AL IG-1 1" D4/A-606 B4/A-606 A4/A-606 7' - 4"

1/4" = 1'-0"A-602

A1 DOOR TYPES

1/4" = 1'-0"A-602

A2 FRAME TYPES

1/4" = 1'-0"A-602

B1 WINDOW TYPES

M A

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0' 4' 8'

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

2'1'

PARTITION AS SCHED.

CAULK EACH SIDE

DOOR AND

FRAME

AS SCHEDULED.

JAMB BEYOND

SMOKE

GASKET

WHERE

SCHED.

EQ EQ

REFER PARTITION

SCHED.

A S

S C

H E

D

A S

S C

H E

D U

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D

PARTITION AS SCHED.

DOUBLE STUDS @

EACH JAMB

JAMB ANCHORS

3 PER JAMB

MIN.

DOOR AND

FRAME AS

SCHEDULED

CAULK EACH SIDE

SMOKE

GASKET

WHERE

SCHED.

REFER PARTITION

SCHED.

EQ EQ

A S

S C

H E

D U

L E

D

DOOR AND FRAME AS

SCHEDULED.

FLOOR FINISH AS SCHED.

AUTO. DOOR BOTTOM

WHERE SCHED.

/8

PARTITION SCHED.

REFER

A S

S C

H E

D U

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D

REF. WALL SECTIONS

DOOR AND

FRAME

AS SCHEDULED.

JAMB BEYOND

PREFINISHED FLASHING

CEE GIRT

CAULK

SEALANT

PANEL

FLASHIN

G & DRIP

ALUM.

WEATHER-

STRIP

5 3/4"

A S

S C

H E

D U

L E

D

JAMB ANCHORS

3 PER JAMB

MIN.

DOOR AND

FRAME AS

SCHEDULED

REF. WALL SECTIONS

CEE GIRT

PREFINISHED FLASHING

CAULK

SEALANT

MTL. JAMB

TRIM

ALUM.

WEATHER-

STRIP

5 3/4"

AS SCHED.1/4"

EXISTING

MASONRY

JAMB BEYOND

DOOR & FRAME

AS SCHED.

/1

A S

S C

H E

D

STL. LINTEL - RE: STRUCT.

AS SCHED.1/4"

EXISTING

MASONRY

A S

S C

H E

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JAMB BEYOND

DOOR & FRAME

AS SCHED.

CONT. BACKER ROD

& SEALANT

CONT. CAULK

A S

S C

H E

D

DOOR AND FRAME AS

SCHED.

FLOOR FINISH

AS SCHED.

ALUM. THRESHOLD AS

SCHED. - SET IN A

FULL BED OF MASTIC

/2

CONC. FOUNDATION

RE: STRUCT

DOOR BOTTOM AS

SCHED.

BLOCK-OUT IN SLAB

AS INDICATED1 1/2"

A S

S C

H E

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DOOR AND

FRAME AS

SCHEDULED

SEALANT

5 3/4"

GROUT FILLED CMU

STL. LINTEL

STL. PLATE

A S

S C

H E

D U

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JAMB ANCHORS

3 PER JAMB

MIN.

DOOR AND

FRAME AS

SCHEDULED

SEALANT

5 3/4"

SEALANT

GROUT FILLED CMU

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H o u s to n T e x a s

-2

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FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-603

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D R

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- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

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3" = 1'-0"A-603

D1 HEAD DETAIL

3" = 1'-0"A-603

B1 JAMB DETAIL

3" = 1'-0"A-603

A1 SILL DETAIL

3" = 1'-0"A-603

D2 HEAD DETAIL

3" = 1'-0"A-603

B2 JAMB DETAIL

0' 6" 1'

GRAPHIC SCALE 3" = 1'-0"

3"

3" = 1'-0"A-603

D3 HEAD DETAIL

3" = 1'-0"A-603

B3 JAMB DETAIL

3" = 1'-0"A-603

A3 THRESHOLD DETAIL

3" = 1'-0"A-603

D4 CMU HEAD DETAIL

3" = 1'-0"A-603

B4 CMU JAMB DETAIL

A S

S C

H E

D U

L E

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DOOR AND

FRAME AS

SCHEDULED

SEALANT

5 3/4"

FURING PARTITION

AS SCHED.; WHERE

INDICATED ON PLAN

SEALANT

GROUT FILLED CMU

CORNER BEAD

STL. PLATE

A S

S C

H E

D U

L E

D

JAMB ANCHORS

3 PER JAMB

MIN.

DOOR AND

FRAME AS

SCHEDULED

SEALANT

5 3/4"

FURING PARTITION

AS SCHED.; WHERE

INDICATED ON PLAN

SEALANT

GROUT FILLED CMU

CORNER BEAD

A S

S C

H E

D

REFER TO WALL SECTION

STL. CHANNEL -

PRIME & PAINT

OVERHEAD COILING

DOOR & FRAME SYSTEM

AS SCHED.

STL. CHANNEL JAMB -

BEYOND

REFER TO WALL SECTION

OVERHEAD SECTIONAL

DOOR & FRAME SYSTEM

AS SCHED.

A S

S C

H E

D

PREFINISHED MTL.

JAMB TRIM

STL. CHANNEL @ EA.

JAMB AND HEAD

GROUT FILLED CMU

MTL. JAMB

TRIM

A S

S C

H E

D

OVERHEAD SECTIONAL

DOOR & FRAME SYSTEM

AS SCHED.

FINISH FLOOR AS SCHED.

3/4" ASPHALT IMPREGNATED

FIBER EXP. JT. MATERIAL W/

SEALANT

SLOPE OVERHEAD DOOR

SILL - RE: STRUC.

SLOPE

REFER STRUC.

JAMB - BEYOND

/2

A S

S C

H E

D

REFER TO WALL SECTION

STL. CHANNEL -

PRIME & PAINT

OVERHEAD COILING

DOOR & FRAME SYSTEM

AS SCHED.

PREFINISHED MTL.

JAMB TRIM

STL. CHANNEL JAMB -

BEYOND

REFER TO WALL SECTION

OVERHEAD SECTIONAL

DOOR & FRAME SYSTEM

AS SCHED.

A S

S C

H E

D

PREFINISHED MTL.

JAMB TRIM

STL. CHANNEL @ EA.

JAMB AND HEAD

MTL. BLDG. GIRT (BEYOND)

MTL. JAMB

TRIM

HOOD

FASCIA

STOPPER

STEEL BOTTOM BAR W/

VINYL ASTRAGAL

ENDS OF

HEAD AND

SILL TO BE

CLOSED

JAMB BEYOND

REF. WALL SECTIONS

SILL DEPTH

JAMB ANCHOR

SILL BEYOND

REF. WALL SECTIONS

STAINLESS STEEL SILL W/

WOOD BLOCKING

JAMB DEPTH

JAMB BEYOND

REF. WALL SECTIONS

US Army Corps of Engineers ®

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H o u s to n T e x a s

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FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-604

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0' 6" 1'

GRAPHIC SCALE 3" = 1'-0"

3"

3" = 1'-0"A-604

D1 CMU HEAD DETAIL

3" = 1'-0"A-604

B1 CMU JAMB DETAIL

1 1/2" = 1'-0"A-604

D3 O.H. HEAD DETAIL

3" = 1'-0"A-604

B3 JAMB DETAIL

3" = 1'-0"A-604

A3 O.H. SILL DETAIL

1 1/2" = 1'-0"A-604

D4 HEAD DETAIL

3" = 1'-0"A-604

B4 JAMB DETAIL

3" = 1'-0"A-604

D2 O.H. HEAD SHUTTER DETAIL

3" = 1'-0"A-604

B2 O.H. JAMB SHUTTER DETAIL

3" = 1'-0"A-604

A2 O.H. SILL SHUTTER DETAIL

HOOD

FASCIA

STOPPER

STEEL BOTTOM BAR W/

VINYL ASTRAGAL

ENDS OF

HEAD AND

SILL TO BE

CLOSED

JAMB BEYOND

EXISTING WALL

SILL DEPTH

JAMB ANCHOR

SILL BEYOND

EXISTING WALL

STAINLESS STEEL SILL W/

WOOD BLOCKING

JAMB DEPTH

JAMB BEYOND

EXISTING WALL

HOOD

FASCIA

STOPPER

STEEL BOTTOM BAR W/

VINYL ASTRAGAL

ENDS OF

HEAD AND

SILL TO BE

CLOSED

JAMB BEYOND

REF. WALL SECTIONS

FURING PARTITION

AS SCHED.; WHERE

INDICATED ON PLAN

SILL DEPTH

JAMB ANCHOR

SILL BEYOND

REF. WALL SECTIONS

FURING PARTITION

AS SCHED.; WHERE

INDICATED ON PLAN

STAINLESS STEEL SILL W/

WOOD BLOCKING

JAMB DEPTH

JAMB BEYOND

REF. WALL SECTIONS

FURING PARTITION

AS SCHED.; WHERE

INDICATED ON PLAN

US Army Corps of Engineers ®

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H o u s to n T e x a s

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-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-605

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A u th o r

C h e c k e r

A P

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F O

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3" = 1'-0"A-605

D1 O.H. HEAD SHUTTER DETAIL

3" = 1'-0"A-605

B1 O.H. JAMB SHUTTER DETAIL

3" = 1'-0"A-605

A1 O.H. SILL SHUTTER DETAIL

3" = 1'-0"A-605

D2 O.H. HEAD SHUTTER DETAIL

3" = 1'-0"A-605

B2 O.H. JAMB SHUTTER DETAIL

3" = 1'-0"A-605

A2 O.H. SILL SHUTTER DETAIL

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

PARTITION AS

SCHED.; WHERE

INDICATED ON PLAN

STL. LINTEL - RE: STRUCT.

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

PARTITION AS

SCHED.; WHERE

INDICATED ON PLAN

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

PARTITION AS

SCHED.; WHERE

INDICATED ON PLAN

CONT. WD. BLOCKING

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

PARTITION AS

SCHED.; WHERE

INDICATED ON PLAN

CORNER GUARD

EXIST. WALL

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

PARTITION AS

SCHED.; WHERE

INDICATED ON PLAN

CORNER GUARD

EXIST. WALL

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

PARTITION AS

SCHED.; WHERE

INDICATED ON PLAN

CORNER GUARD

EXIST. WALL

A S

S C

H E

D U

L E

D

REF. WALL SECTIONS

CEE GIRT

PANEL

FLASHIN

G & DRIP

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

CORNER BEAD

REF. WALL SECTIONS

CEE GIRT

MTL. JAMB

TRIM

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

CORNER BEAD

A S

S C

H E

D U

L E

D

REF. WALL SECTIONS

CEE GIRT

FLASHING

JAMB BEYOND

WINDOW & FRAME

AS SCHED.

CONT. CAULK

CORNER BEAD

US Army Corps of Engineers ®

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H o u s to n T e x a s

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-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-606

W

IN

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0' 6" 1'

GRAPHIC SCALE 3" = 1'-0"

3"

3" = 1'-0"A-606

D2 WINDOW HEAD DETAIL - SLIDING

3" = 1'-0"A-606

A2 WINDOW JAMB DETAIL - SLIDING

3" = 1'-0"A-606

B2 WINDOW SILL DETAIL - SLIDING

3" = 1'-0"A-606

D1 WINDOW HEAD DETAIL - FIXED

3" = 1'-0"A-606

B1 WINDOW JAMB DETAIL - FIXED

3" = 1'-0"A-606

A1 WINDOW SILL DETAIL - FIXED

3" = 1'-0"A-606

D4 WINDOW HEAD DETAIL - FIXED

3" = 1'-0"A-606

B4 WINDOW JAMB DETAIL - FIXED

3" = 1'-0"A-606

A4 WINDOW SILL DETAIL - FIXED

GENERAL NOTES

1. ENSURE FLOOR IS READY TO RECEIVE FINISHES

PER ADHESIVE MANUFACTURER'S

RECOMMENDATIONS BEFORE INSTALLING.

2. ENSURE ALL TRANSITIONS AT FLOOR FINISHES ARE

NO GREATER THAN 1/2"

3. CORNER GUARDS SHALL BE INSTALLED ON ALL

OUTSIDE CORNERS AND COLUMN WRAPS.

ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

SCONC CONCRETE SEALER - CLEAR

CPT CARPET MODULAR TILE

CTW CERAMIC (OR PORCELAIN) TILE - WALL

CTB CERAMIC (OR PORCELAIN) TILE - BASE

CTF CERAMIC (OR PORCELAIN) TILE - FLOOR

EXP EXPOSED STRUCTURE

EXST EXIST STRUCTURE

PT PAINT: WALL

RB RUBBER BASE

REM RECESSED ENTRY MAT

SDT STATIC DISSIPATIVE TILE

VCT VINYL COMPOSITION TILE

CG VINYL CORNER GUARD

US Army Corps of Engineers ®

SHEET ID

U .S

A

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IN

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A-610

F

IN

IS

H

P L A

N A

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FINISH SCHEDULE

WT ROOM NAME FLOOR

WALL FINISH BASE FINISH FLOOR CEILING

NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT. MAT. HEIGHT

101 CORRIDOR FIN FLR 1ST PT PT PT PT RB RB RB RB SCONC ACT 9' - 0"

102 ADMIN SHOP CONTROL FIN FLR 1ST PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

103 OFFICE 1 FIN FLR 1ST PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

104 OFFICE 2 FIN FLR 1ST PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

105 COMM 1 FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXST -

106 ELEC FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXST -

107 MECH FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXST -

108 TOOL ROOM FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXST -

109 NON-SENS SECURE

STOR

FIN FLR 1ST PT PT PT PT RB RB RB RB SCONC PT. EXST -

110 JAN FIN FLR 1ST PT PT PT PT/CTW RB RB RB RB SCONC PT. GWB 9' - 0"

111 WOMENS FIN FLR 1ST PT PT PT PT/CTW CTB CTB CTB CTB CTF PT. GWB 9' - 0"

112 MENS FIN FLR 1ST PT PT/CTW PT PT/CTW CTB CTB CTB CTB CTF PT. GWB 9' - 0"

113 BREAK / TRAINING FIN FLR 1ST PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

114 FLUID DISTR FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXST -

115 COMBAT SPARES FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXP -

116 CONSOLIDATED BENCH

REPAIR

FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXP -

117 MAINTENANCE AREA FIN FLR 1ST PT - PT - - - - - SCONC - - PAINT ALL PREVIOUSLY PAINTED SURFACES

118 REPAIR AREA FIN FLR 1ST - PT - PT - - - - SCONC - - PAINT ALL PREVIOUSLY PAINTED SURFACES

119 ARMS VAULT FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXP -

120 COMSEC VAULT FIN FLR 1ST PT PT PT PT - - - - SCONC PT. EXP -

201 CORRIDOR FIN FLR 2ND PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

202 COMM 2 FIN FLR 2ND PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

203 UNASSIGNED FIN FLR 2ND PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

204 TRAINING ROOM FIN FLR 2ND PT PT PT PT RB RB RB RB VCT ACT 9' - 0"

M A

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HORSEPOWER

HTG

HP

HEATING

WATER GAUGE

WB

WG

WET BULB

ENERGY MONITORING AND CONTROL SYSTEM

ABBREVIATIONS

(ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS)

CC COOLING COIL

EFFICIENCYEFF

HEATING COIL

GALLONS PER MINUTE

FEET PER MINUTEFPM

HC

HVAC

HZHZ

GPM

FT

HERTZ

FEET, FOOT

FLEX

F

EMCS

EXH

EL

FLEXIBLE

FAHRENHEIT

ELEVATION

EXHAUST

DIRECT DIGITAL CONTROL

DIRECT EXPANSION

ELECTRIC/ELECTRICAL

ENTERING AIR TEMPERATURE

CUBIC FEET PER MINUTE

CONNECTION

CONDENSATE DRAIN

DWGS

EAT

ELEC

DDC

DEG

DX

DRAWINGS

DEGREE

CONN

DIA

DB

dB

CFM

CD

DIAMETER

DRY BULB

DECIBELS

HVAC SYMBOLS

BOTTOM OF DUCT

BRITISH THERMAL UNIT PER HOUR

BRAKE HORSEPOWER

AIR CONDITIONING

ARCHITECTURE/ARCHITECTURAL

APPROXIMATELY

ABOVE FINISHED FLOOR

BOD

BTUH

BHP

ASHRAE

A/C

ARCH

AFF

APPROX

NOISE CRITERIANC

SMACNA

SUPPLY AIR

VOLUME DAMPER

VARIABLE AIR VOLUME

UNLESS NOTED OTHERWISE

THERMOSTAT

SQUARE FEET

TEMPERATURE

STATIC PRESSURE

WATER COLUMN

VARIABLE FREQUENCY DRIVE

TYP TYPICAL

VFD

VD

WC

WTR

VAV

UNO

WATER

SA

T-STAT

TEMP

SP

SQ FT

NORMALLY OPEN

NORMALLY CLOSED

POUNDS PER SQUARE INCH

RETURN AIR

OUTSIDE AIR

NOT TO SCALE

REVOLUTIONS PER MINUTE

RE

RA

RPM

PSI

PLBG

P/PH

REFER/REFERENCE

PLUMBING

PHASE

NO

N.C.

N.O.

OA

NTS

NOM

NUMBER

NOMINAL

NATIONAL FIRE PROTECTION ASSOC.

MECHANICAL

LEAVING WATER TEMPERATURE

THOUSANDS BTU's PER HOUR

MINIMUM CIRCUIT AMPACITY

LEAVING AIR TEMPERATURE

LWT

NFPA

MIN

MBH

MECH

MAX

MCA

MINIMUM

MAXIMUM

KW

LAT

KILOWATT

CENTIGRADE

C

WT WATTS

ENTERING WATER TEMPERATUREEWT

HEATING, VENTILATION AND AIR CONDITIONING

SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOC.

AMERICAN SOCIETY OF HEATING,

REFRIGERATION, AND

AIR CONDITIONING ENGINEERS

DUCTWORK SYMBOLS

DUCTWORK SIZE TRANSITION.

FLARED SPIN-IN TAP WITH DAMPER

RADIUS DUCTWORK ELBOW

ROUND OR RECTANGULAR

SPIN-IN TAP WITH DAMPER

RADIUS DUCTWORK ELBOW

ROUND OR RECTANGULAR

FLEXIBLE DUCT

RETURN/TRANSFER AIR DUCT

SUPPLY OR OUTSIDE AIR DUCT

RELIEF OR EXHAUST AIR DUCT

ROUND DUCTWORK

RETURN/TRANSFER AIR GRILLE

EXHAUST GRILLE

SUPPLY AIR PLENUM SLOT DIFFUSER

IN-LINE 90 DEGREE RISE

SD - SMOKE DAMPER

CD - COMBINATION FIRE/SMOKE DAMPER

RELIEF OR EXHAUST AIR DUCT DOWN

MANUAL VOLUME (BALANCE) DAMPER

90° ELBOW WITH TURNING VANES

RELIEF OR EXHAUST AIR DUCT UP

RETURN AIR DUCT DOWN

INCLINED DROP IN DUCT

INCLINED RISE IN DUCT

FD - FIRE DAMPER

MOTORIZED DAMPER

OR DROP IN DUCT

SUPPLY OR OUTSIDE AIR DUCT UP

SUPPLY OR OUTSIDE AIR DUCT DOWN

FLEXIBLE DUCT CONNECTION

RETURN AIR DUCT UP

TO EQUIPMENT

12/12

12"

FD

M

DN

UP

ROUND DUCT BRANCH TAKE-OFF FROM

RECTANGULAR OR FLAT OVAL MAIN WITH

CONICAL TAP. PROVIDE BALANCE DAMPER

FOR LOW PRESSURE DUCTWORK ONLY

RECTANGULAR DUCTWORK BRANCH TAKE-OFF

W/DAMPER AND 45 DEGREE BRANCH INLET

RECTANGULAR DUCTWORK. SIZE INDICATED IN

INCHES, FIRST NUMBER IS SIDE SHOWN

SUPPLY AIR DIFFUSER - ARROWS INDICATE

PATTERN. NO ARROWS SHOWN EQUALS

4-WAY.

GENERAL NOTES

18.

17.

16.

15.

14.

13.

12.

DE = CIRCULAR EQUIVALENT OF RECTANGULAR DUCT

11.

IN INCHES

10.

9.

8.

6.

7.

5.

3.

4.

2.

1.

19.

B = LENGTH OF OTHER SIDE OF DUCT IN INCHES

FOR ALL MECHANICAL EQUIPMENT PROVIDE LOCAL DISCONNECT

MOUNTED ON UNIT OR INTEGRAL TO UNIT CONTROL PANEL.

INSULATE BACKS AND PLENUMS OF SUPPLY AIR DEVICES WITH

MINIMUM 1" MINERAL FIBER.

PROVIDE OSHA-REQUIRED CLEARANCES AROUND ALL HVAC

EQUIPMENT AND COMPONENTS FOR PERSONNEL ACCESS AND

MAINTENANCE.

PROVIDE FIRE DAMPERS IN DUCTWORK AT ALL FIRE BARRIER

PENETRATIONS.

PROVIDE FIRE RESISTANT FLEXIBLE CONNECTION WHENEVER

DUCTWORK IS CONNECTED TO MOTORIZED EQUIPMENT.

DUCT MATERIAL SHALL BE ZINC-COATED STEEL WITH METAL AND

GALVANIZING THICKNESS AS PER SMACNA CONSTRUCTION

STANDARDS.

PIPING HANGERS AND SUPPORTS - ALL HANGERS AND

SUPPORTS SHALL COMPLY WITH MANUFACTURER'S

STANDARDIZATION SOCIETY (MSS) STANDARDS. VERTICAL PIPES

MUST BE SUPPORTED AT EACH FLOOR WITH PIPE CLAMPS.

THIS PROJECT IS DESIGNED BASED ON THE FOLLOWING CODES:

UNIFIED FACILITIES CRITERIA (UFC), USACE FACILITIES

STANDARDIZATION PROGRAM - TACTICAL EQUIPMENT

MAINTENANCE FACILITIES (TEMF) DESIGN STANDARD,

INTERNATIONAL MECHANICAL CODE 2015, INTERNATIONAL

ENERGY CONSERVATION CODE 2015.

UTILIZE LONG RADIUS ELBOWS WHERE SPACE PERMITS UNLESS

OTHERWISE NOTED. ALL RECTANGULAR ELBOWS SHALL CONTAIN

TURNING VANES.

ALL DUCT SIZES SHOWN ON THE DRAWINGS ARE NET INSIDE

CLEAR DIMENSIONS.

COORDINATE WITH OTHER UTILITIES TO AVOID INTERFERENCES

WHEN INSTALLING DUCTWORK, PIPING AND EQUIPMENT.

A = LENGTH OF ONE SIDE OF DUCT IN INCHES

TO RESOLVE FIELD PROBLEMS IN ROUTING DUCTWORK THE

CONTRACTOR SHALL USE THE SAME CIRCULAR EQUIVALENT

DIAMETER TO TRANSFORM DUCT SIZE FROM THAT SPECIFIED ON

THE DRAWINGS.

ALL DUCTWORK SHALL BE CONSTRUCTED, SEALED AND

INSTALLED IN CONFORMANCE TO SMACNA DUCT CONSTRUCTION

STANDARDS.

PAINT ALL EQUIPMENT VISIBLE THRU AIR DEVICES MATTE BLACK.

PROVIDE MODIFICATIONS AND ACCESSORIES AS REQUIRED AND

RECOMMENDED BY THE MANUFACTURER TO ASSURE PROPER

OPERATION OF EQUIPMENT.

VERIFY DIMENSIONS, LOCATIONS, ELEVATIONS AND

CONFIGURATION OF ALL ITEMS ASSOCIATED WITH THE

INSTALLATION OF THE DUCTWORK AND EQUIPMENT.

FURNISH AND INSTALL ALL EQUIPMENT AS PER

MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.

PROVIDE MANUAL VOLUME DAMPERS IN DUCTWORK AT ALL

DUCT SPLITS, BRANCH RUNOUTS AND DUCT COLLARS FOR

REGISTERS AND DIFFUSERS.

DE =

1.30 (AB)

(A + B)

0.625

0.250

20. PROVIDE DIELECTRIC FITTINGS BETWEEN PIPES OF DIFFERENT

METALS.

PIPING SYMBOLS

PIPE FLANGE

BALL VALVE

TEE OUTLET DOWN

DIRECTION OF FLOW

DIRECTION OF SLOPE

UNION

VALVE IN RISE

TEE OUTLET UP

VALVE IN CENTER DROP

VALVE IN DROP

ELBOW DOWN

ELBOW UP

PRESSURE GAUGE

THERMOMETER

FLEXIBLE CONNECTION

WITH GAUGE COCK

PRESSURE GAUGE

PRESSURE SWITCH

FLOW SWITCH

CAP ON END LINE

FS

PS

DOUBLE LINE

D U

C T

W O

R K

P

IP

IN

G

EXISTING TO BE

REMOVED

DEMOLITION PLANS SINGLE LINE

PLAN SYMBOLOGY

DOUBLE LINE

D U

C T

W O

R K

P

IP

IN

G

NEW

NEW

NEW PLANS SINGLE LINE

EXISTING TO BE

REMOVED

"X" INDICATES ZONE)

(LOCAL CONTROL

SP

DIFFUSER/GRILLE/REGISTER LABEL:

"A" - TYPE/DESIGNATION

"200" - AIRFLOW (CFM)

THERMOSTAT

H

T

TT

DRAWING NOTE REFERENCE

DIAMETER/PHASE

DUCT SMOKE DETECTOR

P

S

C

MISCELLANEOUS

X

A 200

DUCT MOUNTED STATIC

PRESSURE SENSOR

HUMIDITY SENSOR

TEMPERATURE SENSOR

CO2 SENSOR

PRESSURE SENSOR

SENSOR WITH LOCKING

PROTECTIVE GUARD

POINT OF NEW

CONNECTION BETWEEN

NEW AND EXISTING WORK

FIRESTATF

PIPING SYMBOLS

PROVIDE MERV 8 FILTERS DURING CONSTRUCTION. REPLACE

TEMPORARY CONSTRUCTION FILTERS AS NEEDED. REPLACE WITH

NEW FILTERS AT SUBSTANTIAL COMPLETION. NEW FILTERS SHALL

BE MERV 8 UNLESS OTHERWISE NOTED.

GRH GAS FIRED RADIANT HEATER

EXHAUST FANEF

CU CONDENSING UNIT

AHU AIR HANDLING UNIT

EQUIPMENT DESIGNATIONS

HVU HEATING VENTILATOR UNIT

DOAS DEDICATED OUTSIDE AIR SYSTEM

UH ELECTRIC UNIT HEATER

VE VEHICLE EXHAUST FAN

THIS DOCUMENT IS RELEASED FOR THE

PURPOSE OF INTERIM REVIEW UNDER THE

AUTHORITY OF:

TEXAS NO: ON DATE:

IT IS NOT TO BE USED FOR CONSTRUCTION,

BIDDING OR PERMIT PURPOSES

NOT FOR CONSTRUCTION

US Army Corps of

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118595

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F.5F.7 G.7G.9F.9

4.7

4.3

1.2

2.3

3.7

GENERAL NOTES

1. REFER TO M-001 FOR LEGEND, GENERAL NOTES AND

ABBREVIATIONS.

2. ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE

DEMOLISHED IN THEIR ENTIRETY. FOR EACH EQUIPMENT ITEM

TO BE DEMOLISHED, DEMOLISH ALL ASSOCIATED PIPING,

DUCTWORK, ACCESSORIES, WIRING AND CONTROLS.

3. EQUIPMENT LOCATIONS ARE APPROXIMATE.

A

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KEY PLAN

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3/32" = 1'-0"

1 DEMO - FIRST FLOOR

NOTE BY SYMBOL " "

1. DEMOLISH CONDENSING UNIT.

2. DEMOLISH AIR HANDLER.

3. DEMOLISH HEATING VENTILATORS.

4. DEMOLISH EXHAUST FAN.

5. DEMOLISH VEHICLE EXHAUST SYSTEM.

0 8' 16'

3/32"=1'-0"

4'

1 1

1 1 1

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2.5

A.8A.2

F.5F.7 G.7G.9F.9

4.7

4.3

1.2

2.3

3.7

MAINTENANCE

AREA

COMBAT SPARES

CONSOLIDATED

BENCH REPAIR

FLUID DISTR

BREAK /

TRAINING

MENS

WOMENS

JAN

CORRIDOR

ADMIN SHOP

CONTROL

OFFICE 1

OFFICE 2

TOOL ROOM

NON-SENS

SECURE STOR

REPAIR AREA

ELEC

CU-7

CU-3

CU-4 CU-5CU-1

AHU-1

AHU-4

AHU-5

TO

AHU-5

TO

AHU-1 TO

AHU-4

HVU-1

HVU-4

CU-9

HVU-2

HVU-3

CU-6

AHU-6

EF-4

EF-5

EF-6

TO

AHU-6

CU-2

ARMS VAULT

COMSEC VAULT

120 CU-8

AHU-2

AHU-3

EF-1

EF-2

EF-3

EF-9

EF-10

EF-7 EF-8

UH-1

UH-3

DOAS-2

DOAS-1

TO

AHU-2

TO

AHU-3

GRH-1

GRH-2

GRH-3

GRH-4

GRH-5

GRH-6

GRH-7

GRH-8

VE-1

VE-2 VE-3

GRH-9 GRH-10 GRH-11

GRH-12

GRH-13

GRH-14

GRH-15

GRH-16

GRH-17

GRH-18GRH-19GRH-20

CO

NO

CO

NO

CO

NO

CO

NO

CO

NO

CO

NO

CO NO

CO NO

CO NO

CO NO

UH-2

UH-4

MECH

COMM 1

GENERAL NOTES

1. REFER TO M-001 FOR LEGEND, GENERAL NOTES AND

ABBREVIATIONS.

2. REFER TO DIVISION 23 FOR TECHNICAL SPECIFICATIONS.

3. REFER TO ELECTRICAL DRAWINGS FOR POWER

ROUTING/CONNECTION TO MECHANICAL EQUIPMENT.

4. INSTALL THERMOSTATS AT 48" AFF.

5. ALL MODEL NUMBERS CALLED OUT FOR VEHICLE EXHAUST SYSTEM

COMPONENTS ARE BASED ON CAR-MON PRODUCTS, INC.

6. PROVIDE FIRE RATED SLEEVES AND INTUMESCENT CAULK (ASTME

814 UL1479) FOR EVERY PENETRATION THROUGH A FIRE RATED

ENCLOSURE EQUAL TO THE RATING OF THE ENCLOSURE, IN

ACCORDANCE WITH THE MANUFACTURERS WRITTEN

INSTRUCTIONS.

7. CONTRACTOR SHALL WEATHERPROOF ALL ROOF AND EXTERIOR

WALL PENETRATIONS. REFER TO ARCHITECTURAL.

A

C

KEY PLAN

B

PLAN NORTH

T H

IS

D

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3/32" = 1'-0"

1 FIRST FLOOR HVAC PLAN - OVERALL

0 8' 16'

3/32"=1'-0"

4'

M A

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TYPE D1 TYPE D2

FLOORING AS SCHED.

CEILING AS SCHED.

3 5/8" OR 4" MTL. STUDS DIAGONAL

BRACING @ 48" O.C. MAX., ALTERNATE

BRACES. MIN. ONE SET OF BRACES PER

EACH PARTITION.

BOTTOM OF

STRUCTURE OR

ROOF DECK

PLAN VIEW PLAN VIEW

5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALL BOARD

WALL BASE AS SCHED.

TYPE D5

NEW OR EXIST. CONSTRUCTION

WHERE APPLICABLE

MTL. STUD TRACK W/ 2 1/2"

X 2 1/2" X 18 GA. MTL. ANGLE

U.N.O.

3"

PLAN VIEW

SECTION VIEW

5/8" GYPSUM WALL BOARD

METAL STUDS @ 16" O.C.

5/8" GYPSUM WALL BOARD

5/8" GYPSUM WALL BOARD

METAL STUDS @ 16" O.C.

5/8" GYPSUM WALL BOARD

5/8" GYPSUM WALL BOARD

METAL STUDS @ 16" O.C.

PLAN VIEW

SECTION VIEW

5/8" GYP. BD.

TILE ON 5/8" CEMENTITIOUS BACKER

BD. ON MTL. STUDS AT 16" O.C. - USE

5/8" GYP. BD. ABOVE TILE

TILE ON 5/8" CEMENTITIOUS BACKER BD.

ON MTL. STUDS AT 16" O.C. - USE WATER

RESISTANT GYP. BD. ABOVE TILE

5/8" GYP. BD.

OMIT GYP. BD. @ CHASE SIDE

WHERE APPLICABLE

TYPE T1

SECTION VIEWSECTION VIEW

CONTRACTOR OPTION TO

EXTEND STUDS TO STRUCTURE

AND ELIMINATE BRACING - PROVIDE SLIP JOINT

FLOORING AS SCHED.

WALL BASE AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

METAL STUDS @ 16" O.C.

SOUND ATTENUATION FULL HEIGHT

METAL STUDS @ 16" O.C.

NOTE:

OMIT GYP. BD. @ CHASE SIDE

WHERE APPLICABLE

CEILING AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

5/8" GYPSUM WALL BOARD

FLOORING AS SCHED.

WALL BASE AS SCHED.

METAL STUDS @ 16" O.C.

CEILING AS SCHED. CEILING AS SCHED.

3 5/8" OR 4" MTL. STUDS DIAGONAL

BRACING @ 48" O.C. MAX., ALTERNATE

BRACES. MIN. ONE SET OF BRACES PER

EACH PARTITION.

CONTRACTOR OPTION TO

EXTEND STUDS TO STRUCTURE

AND ELIMINATE BRACING - PROVIDE SLIP JOINT

FLOORING AS SCHED.

WALL BASE AS SCHED.

NOTE:

OMIT GYP. BD. @ CHASE SIDE WHERE

APPLICABLE

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

BOTTOM OF

STRUCTURE OR

ROOF DECK

PLAN VIEW

SECTION VIEW

5/8" GYP. BD.

TYPE T2

FLOORING AS SCHED.

WALL BASE AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

SOUND ATTENUATION FULL HEIGHT

CEILING AS SCHED.

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

TILE ON 5/8" CEMENTITIOUS BACKER

BD. ON MTL. STUDS AT 16" O.C. - USE

5/8" GYP. BD. ABOVE TILE

TYPE M2

CEILING

AS SCHEDULED

T.O.M.

8" CMU (GROUT FILLED AT M2A)

GYP.BD MTL STUD PARTITION ABOVE

SECTION VIEW

BOTTOM OF

STRUCTURE OR

ROOF DECK

3 LAYERS 5/8" ABUSE RESIST. GYP. BD.

ON 6" MTL STUDS @ 16" O.C. W/ SOUND

ATTENUATION FULL HEIGHT ( ALIGN ONE

SIDE W/ FACE OF CMU)

PLAN VIEW

FLOORING AS SCHED.

WALL BASE AS SCHED.

8" CMU (GROUT FILLED AT M2A)

9' - 4" AFF

U .O

.N

TILE ON 5/8" CEMENTITIOUS BACKER BD.

ON MTL. STUDS AT 16" O.C. - USE WATER

RESISTANT GYP. BD. ABOVE TILE

5/8" GYP. BD.

OMIT GYP. BD. @ CHASE SIDE

WHERE APPLICABLE

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD., TOP AND BOTTOM

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

TYPE M3

CEILING

AS SCHEDULED

T.O.M.

8" CMU

GYP.BD MTL STUD PARTITION ABOVE

SECTION VIEW

BOTTOM OF

STRUCTURE OR

ROOF DECK

3 LAYERS 5/8" ABUSE RESIST. GYP. BD.

ON 6" MTL STUDS @ 16" O.C. W/ SOUND

ATTENUATION FULL HEIGHT ( ALIGN ONE

SIDE W/ FACE OF CMU)

PLAN VIEW

FLOORING AS SCHED.

WALL BASE AS SCHED.

8" CMU

9' - 4" AFF

CONT. AC SEALANT @ EACH LAYER

OF GYP. BD.

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

EXPANDED MTL LATH BEHIND ONE

LAYER OF GWB

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ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-601

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D1 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

D1 - 3 5/8" AS SHOWN -

D2 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

D2 - 3 5/8" AS SHOWN 45

D2A - 6" AS SHOWN 45

D5 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

D5 - 2 1/2" AS SHOWN -

T1 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

T1 - 3 5/8" AS SHOWN -

T2 PARTITIONS

TYPE

FIRE

RATING

STUD

SIZE DESCRIPTION STC

T2 - 3 5/8" 45

M2 PARTITIONS

TYPE

FIRE

RATING DESCRIPTION STC

M2 - AS SHOWN 45

M2A - AS SHOWN 50

M2B 2 HR SAME AS M2 EXCEPT W/ 2 LAYERS

GYP. BD. EACH SIDE OF MTL STUDS

M A

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M3 PARTITIONS

TYPE

FIRE

RATING DESCRIPTION STC

M3 - AS SHOWN 45

FLUSH

F

AS SCHED.

A S

S C

H E

D

NARROW LITE

NL

AS SCHED.

A S

S C

H E

D

10" 8"

M A

X

A S

S C

H E

D

AS SCHED.

OVERHEAD COILING DOOR

OH

GLAZING

AS SCHED.

CLASS 5 ARMORY VAULT DOOR & DAY GATE

AV

AS SCHED.

11" 1' - 2"

11"

A S

S C

H E

D

AS SCHED.

COUNTER SHUTTER

OH 2

AS SCHED.

FIN. FLR.

HOLLOW METAL FRAME

H2

W/ 1/2" BACKBEND

A S

S C

H E

D

2" AS SCHED. 2"

PROFILE

VARIES

1/2" 1/2"

1 15/16"1 15/16"

/8

HOLLOW METAL FRAME

H1

W/ 1/2" BACKBEND

A S

S C

H E

D

2" AS SCHED. 2"

PROFILE

VARIES

1/2" 1/2"

1 15/16"1 15/16"

/8

HOLLOW METAL FRAME

H3

W/ 1/2" BACKBEND

A S

S C

H E

D

2" AS SCHED. 2"

1' - 4"

2"

PROFILE

VARIES

1/2" 1/2"

1 15/16"1 15/16"

/8

A

HORIZONTAL SLIDER

B

FIXED

F.F.

5' - 0"

F.F.

5' - 0"

DOOR SCHEDULE NOTES

1. SEE FLOOR PLANS FOR DOOR LOCATIONS AND SWINGS.

2. PROVIDE SEALANT AROUND FULL PERIMETER OF FRAMES, BOTH

SIDES OF PARTITIONS, ETC.

3. VAULT DOOR HARDWARE PROVIDED BY VAULT DOOR

MANUFACTURER. DOORS SHALL BE SUPPLIED WITH GSA APPROVED

COMBINATION LOCKS (KABA MAS OR EQUAL) COMPLIANT WITH

CURRENT UNIFIED FEDERAL GUIDE SPECIFICATIONS (UFGS)

STANDARDS APPROPRIATE FOR VAULT DOOR TYPE.

4. EXTERIOR OVERHEAD COILING DOORS TO BE ELECTRICALLY

OPERATED WITH THE CAPABILITY OF LOCKING DOOR OPEN AT 1’-0”

A.F.F.

5. NO THRESHOLD / TRANSITION REQUIRED AT DOORWAYS IN SPACES

HAVING THE SAME FLOOR FINISH ON BOTH SIDES OF THE DOOR.

SPACES HAVING DIFFERENT FLOOR FINISHES WILL REQUIRE

TRANSITION.

DOOR SCHED. ABB

GLZ GLAZING

HM HOLLOW METAL

STL STEEL

WD WOOD

GLAZING SCHEDULE

FG-1 1/4" (6mm) CLEAR (FULLY TEMPERED) GLASS

IG-1 1" INSULATED - TINTED GLASS UNIT LOW- E WITH/ .030 PVB

LSG-1 1/4" LAMINATED SAFETY GLASS WITH / .030 PVB

COMMENTS

1. PAIR OF DOORS

2. CLASS 5 VAULT DOOR WITH DAY GATE, INSTALL PER

MANUFACTURER’S STANDARD DETAILS

a. ARMS VAULT TO RECEIVE CLASS 5A VAULT DOOR

b. COMSEC VAULT TO RECEIVE CLASS 5V VAULT DOOR

c. DAY GATE: STL MESH, DEADBOLT OUTSIDE WITH THUMB

LATCH INSIDE

3. OVERHEAD DOOR HARDWARE & GUIDES/FRAME ASSEMBLY PER DOOR

MANUFACTURER.

4. INTERIOR DOOR FINISH TO MATCH EXTERIOR.

5. SECURITY DOOR COMPLYING WITH SECURE ROOM STANDARDS OF AR

380-5. 16 GA (MIN.) HOLLOW METAL DOOR WITH NON-REMOVABLE PIN

HINGES. PROVIDE LOCKMASTERS LKM 7000 SINGLE MOTION LIFE

SAFETY EXIT DEVICE MEETING FF-L-2890A (TYPE IV) WITH DIAL-TYPE

ELECTRO-MECHANICAL COMBINATION LOCK MEETING FF-L-2740A.

6. PROVIDE PAD-LOCKABLE SLIDING BOLTS ON INTERIOR OF MANUALLY

OPERATED OVERHEAD COILING DOORS EACH JAMB.

7. PROVIDE 14” X 14” LOUVERS IN EACH LEAF.

8. PAINT EXISTING DOOR AND FRAME.

9. PROVIDE NEW HARDWARE SET AS NOTED.

10. BASIS OF DESIGN FOR COUNTERTOP DOOR IS CORNELL SOUND

BARRIER DOOR UTILIZING URETHANE-FOAM FILLED METAL SLATS &

PERIMETER SEALS.

11. RE-KEY EXISTING DOOR HARDWARE TO MATCH NEW.

US Army Corps of Engineers ®

SHEET ID

U .S

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1 2 3 4 5

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S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-602

S C

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- W G

-1 -D

-0

95% DESIGN SUBMITTAL

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DOOR SCHEDULE

DOOR NO. TYPE

DOOR

FIRE

RATING

FRAME

HARDWAR

E COMMENTS:

SIZE

MATERIAL FINISH

GLAZIN

G TYPE MATERIAL FINISH GLAZING

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

101.1 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

101.2 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

102 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H2 HM PT D1/A-604 B1/A-604 A1/A-603 HW - 6

103 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H3 HM PT FG-1 D1/A-603 B1/A-603 A1/A-603 HW - 7

104 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H3 HM PT FG-1 D1/A-603 B1/A-603 A1/A-603 HW - 7

105 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D3/A-603 B3/A-603 A3/A-603 HW - 11

106 F 5' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D3/A-603 B3/A-603 A3/A-603 HW - 1 NOTE 1, 7

107 F 6' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D3/A-603 B3/A-603 A3/A-603 HW - 1 NOTE 1, 7

108 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

109 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 10 NOTE 5

110 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 4

111 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 5

112 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 5

113 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H2 HM PT D1/A-604 B1/A-604 A1/A-603 HW - 6

114 F 6' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 1 NOTE 1, 7

115 F 6' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 3 NOTE 1

116 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H2 HM PT D4/A-603 B4/A-603 A1/A-603 HW - 8

117.1 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

117.2 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

117.3 EXIST 3' - 0" 7' - 0" 1 3/4"

118.1 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

118.2 EXIST 3' - 0" 7' - 0" 1 3/4" NOTE 8,11

118.3 EXIST 3' - 0" 7' - 0" 1 3/4"

119 AV 3' - 0" 7' - 0" 1 3/4" STL PT - - - STL PT NOTE 2

120 AV 3' - 0" 7' - 0" 1 3/4" STL PT - - - STL PT NOTE 2

201.1 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT LSG-1- - H1 HM PT D2/A-603 B2/A-603 A1/A-603 HW - 2

201.2 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT LSG-1- - H1 HM PT D2/A-603 B2/A-603 A1/A-603 HW - 2

202 F 3' - 0" 7' - 0" 1 3/4" HM PT - - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 6

203 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 6

204.1 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 9

204.2 NL 3' - 0" 7' - 0" 1 3/4" HM / GL PT FG-1 - H1 HM PT D1/A-603 B1/A-603 A1/A-603 HW - 9

OH102 OH2 3' - 0" 4' - 4" D2/A-605 B2/A-605 A2/A-605 NOTE 6, 10

OH108.1 OH 10' - 0" 10' - 0" 3" STL PT - - - STL PT D3/A-604 B3/A-604 A3/A-604 NOTE 6

OH108.2 OH2 3' - 0" 4' - 4" D1/A-605 B1/A-605 A1/A-605 NOTE 6, 10

OH115.1 OH 10' - 0" 9' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 6

OH115.2 OH2 3' - 0" 4' - 4" D2/A-604 B2/A-604 A2/A-604 NOTE 6, 10

OH116 OH 10' - 0" 9' - 0" 3" STL PT - - - STL PT D3/A-604 B3/A-604 A3/A-604 NOTE 3,6

OH117.1 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH117.2 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH117.3 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604

OH118.1 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.2 OH 24' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.3 OH 16' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.4 OH 14' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

OH118.5 OH 24' - 0" 16' - 0" 3" STL PT - - - STL PT D4/A-604 B4, B3/A-604 A3/A-604 NOTE 3,4

WINDOW SCHEDULE

Mark

R.O.

Type

FRAME GLAZING DETAILS

Head Height Remarks (See Notes Below)Width Height Finish Material Type Thickness Head Jamb

Window _Sill

A 5' - 0" 3' - 0" HORIZONTAL SLIDING DB AL IG-1 1" D2/A-606 A2/A-606 B2/A-606 7' - 4"

B 5' - 0" 3' - 0" WINDOW FIXED DB AL IG-1 1" D1/A-606 B1/A-606 A1/A-606 7' - 4"

B.1 5' - 0" 3' - 0" WINDOW FIXED DB AL IG-1 1" D4/A-606 B4/A-606 A4/A-606 7' - 4"

1/4" = 1'-0"A-602

A1 DOOR TYPES

1/4" = 1'-0"A-602

A2 FRAME TYPES

1/4" = 1'-0"A-602

B1 WINDOW TYPES

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0' 4' 8'

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

2'1'