ATTACHMENT 2 - DRAWINGS.pdf

Digitally signed by Jose G Matute

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US Date: 2024.05.14

17:36:51-04'00'

T ectonic Cop yright 2007

1 2 3 4 5 6 7 8 9 10 11 12 13 14

AA

Bx

C

F

K

L

EE

B

D

H H

J

H.1

10.3 11.7 12.7

(6 EQ SPACES)

31' - 0"

(4 EQ SPACES)

19' - 4"

(4 EQ SPACES)

19' - 4"

(6 EQ SPACES)

34' - 4"

104' - 0"

W18X40 W18X40

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

FACE OF CMU FACE OF CMU

W

X

1/ 8"

3'

W18X40 W21X50

D.B. ELEV. =

+11'-10" A.F.F.

D.B. ELEV. =

+13'-0 5/8" A.F.F.

S-501

S-501

S-501

S-501

S-501

S-501

S-501

0.

5:

0.

5:

S-501

S-602

SIM

10.2

(F

IE

LD

V

E R

IF

Y

/8

W

X

4' - 8"

5k 5k

B.O.S. = +8'-6" A.F.F.

EXISTING REINFORCED CONCRETE VAULT

LID TO BE CORE DRILLED TO ACCOMODATE

MECHANICAL, ELECTRICAL, PLUMBING AND

FIRE PROTECTION PENETRATIONS, SEE

2/S-102 FOR CORE DRILLING REQUIREMENTS

OPENING FOR ROOF ACCESS

HATCH, SEE 10/S-501 FOR

SUPPORT FRAME AND COORD

w/ ARCH FOR EXACT LOCATION

9k

9k

C J

CJCJCJCJCJ

C J

EXIST EXIST EXIST

23k

9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k

23k 15k 15k 26k 26k

9k 9k 9k 9k 9k

9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k 9k9k

15k 15k

TYP

1' - 4"

S-102

S-102

(2) L4x4x1/4 BEAM

BRACE, TYP OF 3

DOAS-1

(750 LB),

REF MECH.

HSS4x4x1/4, TYP, HANG FROM

WITHIN 2" OF JOIST PANEL

POINT W/ MIN. 1/2"Ø ALLTHREAD

C J

C J

INDICATES SPAN DIRECTION OF

METAL DECK, SEE 1/S-501

INDICATES WELDED MOMENT

CONNECTION, SEE 4/S-501

W00X00

INDICATES WIDE FLANGE BEAM SIZE (A992)

0k 0k INDICATES MAXIMUM FACTORED END

REACTION IN KIPS

FRAMING LEGEND

INDICATES EXISTING BUILDING

TO REMAIN

± INDICATES DIMENSION TO BE

FIELD VERIFIED BY CONTRACTOR

INDICATES L4x4x5/16 WALL BRACE, SEE 9/S-501

INDICATES FRAMED OPENING IN

ROOF DECK, SEE 10/S-501

LARGER CORE DIA

MIN CTR TO CTR

SPACING = 1.5 MIN 2'-0" 8" +/-

CL CORECL CORE

3" 6"

C E

N T

E R

S 3"

MAX CORE DIA

1' - 2"

EXTEND REINF 6" PAST

EDGE OF CORE, TYP EA END

1/2" Ø x 4" NOMINAL EMBEDMENT

CONCRETE SCREW ANCHORS

PROVIDE L6x4x5/16 (LLV) ON EA

SIDE OF CORES THAT ARE

GREATER THAN 1'-0" IN DIAMETER

ANGLES SHALL RUN PLAN NORTH-

SOUTH (SHORT DIRECTION OF

VAULT), NO EXCEPTIONS

INSIDE FACE OF CONCRETE

WALL BELOW

OUTSIDE FACE OF LID EDGE

ROOF

14' - 3 1/2"

AE

T.O.COLUMN

13'-5"

B.O.BEAM

REF PLAN

L8x4 x 0'-6" W/ (1) 1/2"Ø

THRU BOLT IN 2" VERT.

SLOTTED HOLE

1/8

ANGLE

TO FRMG

L3x3x1/4

COLUMN

BRACE, TYP

1/8

EA. END

BEAM,

REF PLAN

COLUMN, REF

PLAN, TYP

EXIST.

JOIST, TYP

ROOF

14' - 3 1/2"

10 10.2

S-501

9 SIM,

TYP

ANGLES, REF

PLAN FOR SIZE

AND LOCATION

NEW BEAM,

REF PLAN

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 21880

S T A T E O F

B L

A K

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O R I E H O L L I N

G S

H E

A D

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

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S-102

02-19-2024

MJ BH

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02020202−−−−19191919−−−−2024202420242024

1/8" = 1'-0"

1 ROOF FRAMING PLAN

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

0 4 8 16

N

FINISHED FLOOR ELEV = 0'-0" (ASSUMED, SEE CIVIL FOR ACTUAL)

1" = 1'-0"

2 TYP OPENING IN EXISTING CONCRETE VAULT LID

A d d e n d u m

-1 -2

1/2" = 1'-0"

3 SECTION AT MOVEABLE PARTION WALL

1/2" = 1'-0"

4 SECTION AT BEAM BRACE

10.3

GRADE BEAM STEP,

SEE 7/S-301

SLAB ON GRADE,

SEE 1/S-301

1/2" ISOLATION JOINT

FILLER w/ SEALANT

CONT #4

#4 DOWEL

AT 48" O.C.

1'-6"

2'-8"

#4 DOWEL

AT 48" O.C.

1'-6"

2'-8"

1' - 0"

MIN

1' - 3"

1 1/2" NON-SHRINK

GROUT

CFS STUDS

HSS COLUMN,

SEE PLAN

1/2" ISOLATION JOINT

FILLER w/ SEALANT

CONT #4

SLAB ON GRADE,

SEE 1/S-301

CONC BLOCKOUT

BASE PLATE AND ANCHOR

RODS, SEE 2/S-302

INCREASE SIZE OF BLOCKOUT

AS REQ'D FOR CLEARANCE OF

BASE PLATES

RAISED COMPUTER FLOOR

NOT SHOWN FOR CLARITY

VARIES - SEE PLAN

FINISHED FLOOR

1'

1'

2'

12.7

GRADE BEAM STEP,

SEE 7/S-301

#4 DOWEL

AT 48" O.C.

1'-6"

2'-8"

1/2" ISOLATION JOINT

FILLER w/ SEALANT

CONT #4

SLAB ON GRADE,

SEE 1/S-301

CONC BLOCKOUT

BASE PLATE AND ANCHOR

RODS, SEE 2/S-302

INCREASE SIZE OF BLOCKOUT

AS REQ'D FOR CLEARANCE OF

BASE PLATES1' - 0"

MIN

1' - 3"

8" CMU, SEE 1/S-601

SLAB ON GRADE,

SEE 1/S-301

1/2" ISOLATION JOINT

FILLER w/ SEALANT

CONT #4

#4 DOWEL

AT 48" O.C.

1'-6"

2'-8"

1 1/2" NON-SHRINK GROUT

RAISED COMPUTER FLOOR

NOT SHOWN FOR CLARITY

VARIES - SEE PLAN

FINISHED FLOOR

1'

8" 1'

2'

12.7

8" 8" 8"

GB24A : 2' - 0"

NOTE:

FOR REINF,

SEE 1/S-304

4"

1/2" ISOLATION JOINT

FILLER w/ SEALANT

CONT #4

#4 DOWEL

AT 48" O.C.

1'-6"

3'-0"

CONT (4) #4

#4 DOWEL AT

24" O.C. CTR'D

IN STEM WALL

w/ STANDARD

HOOK AT ONE

END

8" CMU, SEE

1/S-601

8"

RAISED COMPUTER FLOOR

NOT SHOWN FOR CLARITY

VARIES - SEE PLAN

FINISHED FLOOR

2'

1'

2'

NOTE:

FOR REINF AT GRADE

BEAM T-INTERSECTIONS,

SEE 6B/S-301

10.3

8" 8" 8"

GB24A : 2' - 0"

NOTE:

FOR REINF AT GRADE

BEAM T-INTERSECTIONS,

SEE 6B/S-301

4" CFS STUDS

1/2" ISOLATION JOINT

FILLER w/ SEALANT

CONT #4

8"

#4 DOWEL

AT 48" O.C.

1'-6"

2'-4"

CONT (3) #4

#4 DOWEL AT 24" O.C.

CTR'D IN STEM WALL

w/ STANDARD HOOK AT

ONE END

RAISED COMPUTER FLOOR

NOT SHOWN FOR CLARITY

VARIES - SEE PLAN

FINISHED FLOOR

1'

1'

2'

CONT (3) #8 T&B

#3 TIES AT 12" O.C.

CONT #8 EA FACE

NOTE:

FOR REINF,

SEE 1/S-304

10.2 8 1/2"

EXISTING SLAB

ON GRADE

1'

1' - 0" +/-

EXISTING EDGE

OF SLAB STEP

EXISTING SLAB

ON GRADE

BASE PLATE,

SEE 2/S-302

(4) 3/4" DIA x 4" NOMINAL

EMBEDMENT CONCRETE

SCREW ANCHORS

HSS COLUMN,

SEE PLAN

EXISTING FINISHED

FLOOR ELEV 0'-0"

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 21880

S T A T E O F

B L

A K

E

O R I E H O L L I N

G S

H E

A D

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

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8t h W in g

A rk an

N at io na l G th

C iv il E n gi n ee r S q u ad ro n

L ei g h

A v e, F or t

S m it h

, A R

P h on e:

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S-304

02-19-2024

MJ BH

SM

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E T

A I L

S

02020202−−−−19191919−−−−2024202420242024

1" = 1'-0"

3 SECTION THRU SLAB STEP ALONG '10.3' @ COLUMN

1" = 1'-0"

4 SECTION THRU SLAB STEP ALONG '12.7' @ COLUMN

1" = 1'-0"

2 SECTION THRU SLAB STEP ALONG '12.7'

1" = 1'-0"

1 SECTION THRU SLAB STEP ALONG '10.3'

1" = 1'-0"

5 SECTION THRU OPERABLE PARTITION SUPPORT COLUMN

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

A d d e n d u m

-1 -2

BRICK VENEER,

SEE ARCH

ROOF DECK,

SEE 1/S-501

CONT GALV L4x4x5/16

EDGE ANGLE

BEAM, SEE PLAN

TOP OF PARAPET ELEV.

+14'-4" A.F.F.

8" CMU BOND

BEAM

BOND BEAM ELEV.

+10'-8" A.F.F.

MASONRY BRICK

TIES AT 16" O.C.

8" CMU, SEE 1/S-601

8" CMU BOND

BEAM

INTERIOR FURRING,

SEE ARCH

BOND BEAM ELEV.

+12'-8" A.F.F.

8" CMU BOND

BEAM

1/2"ØX5" GALV. EMBED.

CONCRETE SCREW ANCHOR

@ 48"O.C. MAX. IN GROUTED

CELLS

D.B. ELEV.

SEE PLAN

FOR ADD'L BRG INFO,

SEE 2A & B/S-602

ISOMETRIC AT TYP SIDE LAP

A

#10x3/4" SELF DRILLING

SCREWS BETWEEN

SUPPORTS EVENLY SPACED

(3 MIN AT 36" O.C. MAX.)

TYP DECK FASTENING PATTERN PLAN

B

TOP OF SUPPORT

#10x3/4" SELF-DRILLING

SCREWS AT 6" O.C. AT EVERY

RIB AT EACH SUPPORT w/

36/7 PATTERN

CL SUPPORT (DECK SHALL

BE CONT. OVER THREE

SUPPORTS MIN.)

#10x3/4" SELF-

DRILLING SCREWS

AT 6" O.C.

PROVIDE FULL

RIB WIDTH

SIDELAP CONN. BETWEEN

SUPPORTS SEE 1B/S-501

SEE 1C/S-501 FOR

SECTION PROPERTIES

NOTES:

1.SECTION PROPERTIES SHOWN MAY VARY 10%.

2. DECK Fy = 33 ksi MIN.

SECTION PROPERTIES

1. EDGES OF SHEET SHALL BE COMPLETELY ENGAGED.

2. DECK GALVANIZING SHALL CONFORM TO ASTM a653 G60

C

LOCATION GAGE

(IN )

FT.

GALVANIZED

WEIGHT

LBS./SQ. FT.DIAPHRAGM

SHEAR VALUE

SnSpI

CL SUPPORT

PERIMETER EDGE

ANGLE OR SUPPORT

PERIMETER

SUPPORT

DEPTH

CL SUPPORT

#10x3/4" SELF-

DRILLING SCREWS

AT 6" O.C.

(IN )

FT.

(IN )

FT.

1.5B DECK

20 PLF AT 6'-0" SPAN 2.14 0.211 0.234 0.2471.5"ROOF DECK

3' - 0"

2 1/2" 3 1/2"

1/

2"

H.1

GAP

1"

STEEL BEAM,

SEE PLAN

(FIELD VERIFY)

1' - 9"

FACE OF EXIST

BUILDING

D.B. ELEV.

SEE PLAN

ROOF DECK, SEE 1/S-501

CONT GALV

L4x4x5/16 EDGE

ANGLE

(2) 3/8" STIFFENER

PLATES, EA SIDE

1/4

1/4 TYP BOTH

SIDES

SHOP FABRICATED SEAT:

PLATE THICKNESS AND

WIDTH TO MATCH BEAM

FLANGE. STEEL GRADE OF

PLATE TO MATCH BEAM

3 1/2" (MIN)

10"

5" (MIN), TYP

ALONG GRID

3/16

1/4

1/4

H.1

ROOF DECK, SEE 1/S-501

STEEL BEAM,

SEE PLAN

HSS COLUMN,

SEE PLAN

NOTE:

PERPENDICULAR GIRDER

AND CONNECTION NOT

SHOWN FOR CLARITY

COLUMN CAP

PLATE, SEE 4/S-501

GAP

1"

(FIELD VERIFY)

1' - 9"

FACE OF EXIST.

BUILDING

D.B. ELEV.

SEE PLAN

3/16

3 1/2" (MIN)

10"

1/4

1/4 TYP BOTH

SIDES

1/4

1/4

REF

FOR INFO NOT

SHOWN

/6 S-501

BRICK VENEER,

SEE ARCH

8" CMU, SEE 1/S-601

ROOF DECK,

SEE 1/S-501

L6x4x5/16 (LLV)

EDGE ANGLE

TOP OF PARAPET ELEV.

+14'-4" A.F.F.

8" CMU BOND

BEAM

MASONRY BRICK

TIES AT 16" O.C.

8" CMU BOND

BEAM

G R

O U

T S

O

LI

D

BOND BEAM ELEV.

+11'-4" A.F.F.

INTERIOR FURRING,

SEE ARCH

1/2"ØX5" EMBED.

CONCRETE SCREW

ANCHOR @ 48"O.C. MAX.

IN GROUTED CELLS

L4x4x5/16 @ 48"O.C. MAX.

FASTEN DECK TO

SUPPORTS @ 6"O.C. MAX.

w/ FASTENERS PER 1/S-501

3/16 3"

TYP

STEEL BEAM,

SEE PLAN

D.B. ELEV.

VARIES

PLATE 3/8x6 x 0'-6"

3/16

3/16

3/16 3"

3/16 3"

ALL AVAIL

C

SINGLE PLATE, SEE SCHEDULE

FOR THICKNESS AND NUMBER

OF BOLTS. USE SSL HORIZ.

TYP.

MIN. FILLET

WELD SIZE

SINGLE-PLATE CONNECTION DETAIL

3W14

BEAM SIZE

GIRDER, SEE PLAN

MIN. PLATE

THICKNESS

BEAM, SEE PLAN

L OF GIRDER

38.3k

CAPACITY

NOTES:

1. CAPACITY IS BASED ON LRFD DESIGN WITH STANDARD OR SHORT HORIZONTAL

SLOTTED HOLES. OVERSIZE OR VERTICAL SLOTTED HOLES ARE NOT ALLOWED.

FOR STANDARD HOLES MINIMUM PLATE THICKNESS SHALL BE USED.

2. NUMBER OF BOLTS SHOWN IS THE MINIMUM REQUIRED FOR CONNECTIONS

3. PREHEAT WELDS AS REQUIRED BY AISC.

4. BEAMS WITH LARGE COPES MAY REQUIRE WEB STIFFENER.

1/4" 3/16"

3" MAX.

M

IN

1/ 4"

M

IN

1/ 4"

3" C

E N

T E

R S

1 1/4" MIN.

1 1/2" MIN.

1/2"

BOLT SCHEDULE

NUMBER OF 3/4" Ø

H.S. BOLTS

AISC 14TH EDITION

SEE SCHEDULE

BEAM, SEE PLAN

HSS COLUMN, SEE PLAN

SINGLE-PLATE CONNECTION.

SEE SCHEDULE FOR THICKNESS

AND NUMBER OF BOLTS.

3" MAX

MIN

1 1/4"

MIN.

1 1/2"

MIN. FILLET

WELD SIZE

SINGLE-PLATE CONNECTION DETAIL

BEAM SIZE

MIN. PLATE

THICKNESS

CAPACITY

NOTES:

1. CAPACITY IS BASED ON LRFD DESIGN WITH STANDARD OR SHORT HORIZONTAL

SLOTTED HOLES AND A MAXIMUM HSS WIDTH TO THICKNESS RATIO OF 33.7.

OVERSIZE OR VERTICAL SLOTTED HOLES ARE NOT ALLOWED. FOR STANDARD

HOLES MINIMUM PLATE THICKNESS SHALL BE USED.

2. NUMBER OF BOLTS SHOWN IS THE MINIMUM REQUIRED FOR CONNECTIONS

3. PREHEAT WELDS AS REQUIRED BY AISC.

4. USE STANDARD HOLES ALONG BRACED FRAME OR MOMENT FRAME GRID LINES.

BOLT SCHEDULE

NUMBER OF 3/4" Ø

H.S. BOLTS

AISC 14TH EDITION

M

IN

1/ 4"

3" C

E N

T E

R S

M

IN

1/ 4"

SEE SCHEDULE

W21

W18

W16 4

5/16" 1/4"

5/16" 1/4"

1/4" 3/16"

80.2k

89.1k

52.0k

MOMENT CONN.

BEAM, SEE PLAN

HSS COLUMN, SEE PLAN

PLAN MARKS, TYP

TYP. T&B FLANGES

TYPICAL BEAM,

SEE PLAN

SHEAR CONN.,

SEE 2/S-501

COLUMN CAP PLATE,

MATCH THICKNESS AND

GRADE OF BEAM FLANGES

12.7

ROOF DECK,

SEE 1/S-501

STEEL BEAM,

SEE PLAN

8" CMU, SEE 1/S-601

STEEL BEAM,

SEE PLAN

SLOPED 8" CMU BOND

BEAM, SLOPE OF BOND

BEAM TO MATCH SLOPE

OF ROOF

L4x4x5/16 WALL BRACE

AT 48" O.C. ALONG

WALL'S LENGTH

1/4 AVAIL

1/4 ALL

TYP

3/16 3" MIN

TYP

INTERIOR FURRING,

SEE ARCH

(2) 1/2" DIA x 5" EMBED. CONCRETE

SCREW ANCHOR AT EA BRACE.

INSTALL IN GROUTED BOND BEAM

STORAGECOMMS

G A

P 2"

L6x4x5/16 (LLH) x 0'-6" LONG AT

EA BRACE

6"

6"

PLATE 3/8x6 x 0'-6" A

SECTION

B

PLAN

L5x5x3/8 - 0'-7" CLIP ANGLE

WELD TO BM OR JOIST

BEAM, SEE PLAN

L5x3x5/16 (LLV) WELD

TO CLIP ANGLE

FOR OPENING SIZE AND LOCATION

SEE ARCH, OR MECH DRAWINGS

BEAM, SEE PLAN

(APPLIES WHERE 9"<W<24")

CL BEAM

L5x3x5/16 (LLV)

W

1/4

TYP EA LEG

1/4

TYP EA LEG

3/16

TYP

OPEN

CL BEAM

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 21880

S T A T E O F

B L

A K

E

O R I E H O L L I N

G S

H E

A D

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th

C iv il E n gi n ee r S q u ad ro n

L ei g h

A v e, F or t

S m it h

, A R

P h on e:

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

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C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L itt le R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

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C O

N R

T R

A C

T H

O L D

E R

B U

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D

IN

G

A

D D

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T E

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R E

N O

V A

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AS NOTED

S-501

02-19-2024

MJ BH

SM

R O

O F

F R

A M

I N

G S

E C

T I O

N S

A N

D D

E T

A I L

S

02020202−−−−19191919−−−−2024202420242024

1" = 1'-0"

5 TYP BEAM BRG AT CMU DETAIL

NOT TO SCALE

1 TYP 1.5B ROOF DECK ANCHORAGE

1" = 1'-0"

6 TYP BEAM BRG AT GIRDER DETAIL

1" = 1'-0"

7 TYP BEAM BRG AT COLUMN DETAIL

1" = 1'-0"

8 TYP BEAM PARALLEL TO CMU DETAIL

NOT TO SCALE

3 TYP SINGLE PLATE BEAM TO GIRDER CONN

NOT TO SCALE

2 TYP BEAM TO HSS COLUMN CONN

NOT TO SCALE

4 TYP BEAM TO HSS COLUMN MOMENT CONN

1" = 1'-0"

9 CMU WALL AT STEEL BEAM

1" = 1'-0"

10 TYPICAL FRAMING AT ROOF OPENING

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

SCALE : 1" = 1'-0"

0 6" 1' 2'

A d d e n d u m

-1

-2

DN: CN=Jose G Matute, dnQualifier=A01410D000001894

1F5A4C900016D90,O=Gurri Matute PA, C=US Date: 2024.05.10

18:50:29-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D0000018

941F5A4C900016D90, O=Gurri Matute PA, C=US

18:50:06-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:49:40-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:48:52-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:50:54-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:49:14-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:48:24-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D0000018

941F5A4C900016D90, O=Gurri Matute PA, C=US

Date: 2024.05.14 07:45:36-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:47:32-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:47:05-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D0000018

941F5A4C900016D90, O=Gurri Matute PA, C=US

18:46:36-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:46:07-04'00'

DN: CN=Jose G Matute, dnQualifier=A01410D00000189 41F5A4C900016D90,O=Gurri

Matute PA, C=US

18:45:33-04'00'

ABORT SWITCH

CARBON DIOXIDE

CLEAN AGENT

DELUGE SPRINKLER

DRY CHEMICAL

EMERGENCY POWER OFF

FOAM

HALON

PREACTION SYSTEM

WATER MIST

WET CHEMICAL

AS

CO2

CA

DL

DC

EPO

F

HL

PRE

WM

WC

AMPLIFIER RACK

AUTONOMOUS CONTROL UNIT

BATTERY CABINET

COMBI. FIRE ALARM/MASS NOTIFICATION CONTROL

DIGITAL ALARM COMMUNICATOR TRANSMITTER

FIRE ALARM ANNUNCIATOR

FIRE ALARM CONTROL

FIRE SUPPRESSION CONTROL

GRAPHIC ANNUNCIATOR

LCD ANNUNCIATOR

LOCAL OPERATORS CONTROL WITH FIRE ALARM

ANNUNCIATOR

NOTIFICATION CIRCUIT POWER BOOSTER

PRE-ACTION SYSTEM

PRINTER

UNINTERRUPTABLE POWER SUPPLY

VOICE EVACUATION

APM

ACU

BATT

FMCP

DACT

FAA

FACP

FSCP

GAP

LCD

LOC

NAC

PRE

PRN

UPS

EVAC

CARBON DIOXIDE

CLEAN AGENT

DELUGE SPRINKLER

DRY CHEMICAL

FOAM

HALON

MANUAL

PULL STATION

WATER MIST

WET CHEMICAL

CO2

CA

DL

DC

F

HL

M P

WM

WC

NIC

PULL STATION TYPE

FIRE ALARM PULL STATION

F

FIRE ALARM ABORT SWITCH

TYPE

FIRE ALARM PANEL TYPE

FIRE ALARM ABORT SWITCH

F

FIRE ALARM CONTROL PANEL

PULL STATION ABBREVIATIONS:

ABORT SWITCH ABBREVIATIONS:

CONTROL PANELS ABBREVIATIONS:

NEW CONSTRUCTION FIRE

EQUIPMENT (TYPICAL TAG FOR ALL

NEW CONSTRUCTION)

FIRE ALARM EQUIPMENT FOR

DEMOLITION (TYPICAL FOR ALL

DEMOLITION TAGS)

EXISTING FIRE ALARM EQUIPMENT

(TYPICAL FOR ALL EXISTING TAGS)

* NOTE *

ALL GENERAL NOTES ON THIS SHEET ARE TO BE APPLIED TO

ALL OTHER DRAWINGS IN THIS SET. SYMBOLS AND ABBREVIATIONS

SHOWN ON THIS SHEET MAY OR MAY NOT BE USED IN THE

CONTAINED REFERENCE DRAWINGS.

OFFICE

SPACE TAG:

GENERAL SYMBOLS

FX001

DEMOLISH TO POINT INDICATED

PIPE CONTINUATION

AREA NOT IN CONTRACT

ITEM TO BE DEMOLISHED

EXISTING

POINT WHERE NEW CONNECTS TO

REVISION NUMBER SHOWN ON PLANS

NUMBER OF DETAIL ON SHEET

APPEARS

NUMBER OF SHEET WHERE DETAIL

KEYED NOTE

FIRE ALARM SHEET SET NOTE

ABBREVIATIONS

EQUIPMENT ABBREVIATIONS

VERY EARLY WARNING SMOKE

DETECTION

UNLESS NOTED OTHERWISE

UNDER SLAB

UNDER GROUND

TYPICAL

TOTAL STATIC PRESSURE

TEMPERATURE

TEMPERATURE DROP

TEMP. CONTROL PANEL

SYSTEM

THERMOSTAT

STANDARD

STAINLESS STEEL

SQUARE

STATIC PRESSURE STATION

STATIC PRESSURE

SLEEVE

SIMILAR

SMOKE DAMPER

SQUARE FOOT

REQUIRED

REDUCER

RECESSED

POTABLE WATER

LBS. PER SQ. IN. GAUGE

LBS. PER SQ. IN.

PRESS. REDUCING VALVE

PRIMARY

PRESSURE SWITCH

PRELIMINARY

PAIR

POST INDICATOR VALVE

PRESSURE DROP

OPENING

OXYGEN

NOT TO SCALE

NOT POTABLE

ASSOCIATION

NATIONAL FIRE PROTECTION

NOT IN CONTRACT

DEMANDING AREA

MOST HYDRAULICALY

MISCELLANEOUS

MINIMUM

MANUFACTURER

MOTORIZED DAMPER

MAXIMUM

MANUAL

MIXED AIR

LOW PRESSURE

LOCATION

LINEAL FOOT

POUNDS PER HOUR

POUND

LABORATORY

JOINT

INSPECTOR TEST CONNECT

INCHES WATER GAUGE

VEWSD

UNO

U/S U/G

TYP

TSP

TEMP

TD

TCP

SYS

T

STD

SS

SQ

SPS

SP

SLV

SIM

SD

SF

REQD

RED

REC

PW

PSIG

PSI

PRV

PRIM

PS

PREL

PR

PIV

PD

OPNG

O

NTS

NP

NFPA

MRA

MISC

MIN

MFR

MD

MAX

MAN

MA

LP

LOC

LF

LB/HR

LB

LAB

JT

ITC

INWG

INSULATION

INLET

INCH

HEATING

HIGH PRESSURE

HEAD

GALLONS PER MINUTE

GENERAL

GENERATOR

GALVANIZED

GALLON

FUTURE

FOOTING

FOOT/FEET

FLANGE

FLEXIBLE

FINS PER INCH

FIRE HOSE VALVE

FIRE HOSE STATION

FIRE DEPARTMENT VALVE

FIRE DAMPER

DEGREES FAHRENHEIT

EXTERNAL STATIC PRESSURE

EXPANSION JOINT

EXPANSION

EXISTING

EXHAUST HOOD

EMERGENCY COMM. SYSTEM

EACH

DRAWING

DOWN

DAMPER

DISCHARGE

DUCTILE IRON

DIAMETER

DOUBLE DETECTOR CK. ASSY.

DETECTOR CHECK ASSY.

DEGREE

CUBIC FEET

CENTER

CONTRACTING OFFICER'S REP.

COORDINATE

CONTINUE/CONTINUATION

CONCRETE

COMBINATION

COLUMN

CEILING

COMMON INTELLIGIBILITY SYS.

CAST IRON

CUBIC FEET PER MINUTE

CONSTANT FLOW CNTRL. VL.

CAPACITY

BETWEEN

BASEMENT

BUTTERFLY VALVE

BELOW FINISHED FLOOR

AUXILLARY DRAIN

AUTOMATIC

ARCHITECT/ARCHITECTURAL

ACCESS PANEL

ALUMINUM

ALARM VALVE

ALTERNATE

AUTHORITY HAVING JURISDICTION

ABOVE GROUND

ABOVE FINISHED FLOOR

ADDITIONAL

ADDENDUM

ACOUSTICAL

ABOVE

ABOVE BASE

AIR

ON ROOF

ROUND

AND

INSUL

INL

IN

HTG

H.P.

GPM

HD

GENL

GEN

GALV

GAL

FUT

FTG

FT

FLG

FLEX

FPI

FHV

FHR

FDV

FD

F°

ESP

EXPJT

EXP

EX

EAH

ECS

EA

DWG

DN

DMPR

DISCH

DI

DIA

DDCA

DCA

D/°

CUFT

CTR

COR

COORD

CONT

CONC

COMB

COL

CEG

CIS

CI

CFM

CFCV

CAP

BTWN

BSMT

BFV

BFF

AUX

AUTO

ARCH

AP

ALUM

ALV

ALT

AHJ

AG

AFF

ADDL

ADD

ACOUS

ABV

AB

A /R Ø

(D)FACP

(E)FACP

FACP

FIRE ALARM PHASING

FIRE ALARM DEVICES

C

S SPEAKER, 0.5 WATTS UNLESS NOTED OTHERWISE

CEILING MOUNT CLEAR STROBE, 15 CANDELA

UNLESS NOTED OTHERWISE

WALL MOUNT CLEAR STROBE, 15 CANDELA

UNLESS NOTED OTHERWISE

WALL MOUNT SPEAKER AND CLEAR STROBE, 15 CANDELA

UNLESS NOTED OTHERWISE, 0.5 WATTS UNLESS NOTED

OTHERWISE

CEILING MOUNT SPEAKER AND CLEAR STROBE, 15 CANDELA

UNLESS NOTED OTHERWISE, 0.5 WATTS UNLESS NOTED

OTHERWISE

F.A. ACCESS PANEL

F.A. MASS NOTIFICATION PNL.

F.A. ANNUNCIATOR PNL.

LOCAL OPERATOR CONSOLE

NON-RISING STEM VALVE

INSPECTOR'S TEST

PANEL

DOMESTIC WATER BOOST PUMP

DETECTOR CHECK ASSY.

DOUBLE DETECTOR CHECK ASSY.

FIRE HOSE STATION

FIRE ALARM

FIRE PUMP

FIRE DEPARTMENT CONTROL

FDCP

FMCP

FAA

LOC

NRSV

ITC

PNL

DBP

DCA

DDCA

FHR

F.A.

FPU

FDC

SPACE NAME

SPACE NUMBER

F

VS

WF

DH

E

AIM

P

S

SYMBOL DESCRIPTION

UV FLAME DETECTOR

DUCT SMOKE DETECTOR

(S-SUPPLY, R-RETURN)

HEAT DETECTOR (RATE OF RISE)

MANUAL PULL STATION (48" AFF UNLESS

NOTED OTHERWISE)

WATER FLOW SWITCH

VALVE SUPERVISORY (TAMPER) SWITCH

ELECTRIC BELL FOR WATER FLOW. INSTALL AT

9'+/- ABOVE FINISHED GRADE OR AS DIRECTED

BY FIRE MARSHAL.

DOOR HOLD OPEN MODULE. PROVIDE FIRE ALARM

LISTED HOLD-OPEN ASSEMBLY IF NOT CALLED

OUT IN DOOR HARDWARE SCHEDULE.

ADDRESSABLE MODULE (AIM - INPUT, AOM -

OUTPUT, AIO - INPUT/OUTPUT)

SPOT-TYPE SMOKE DETECTOR (P-PHOTOELECTRIC,

I-IONIZATION, SB-SOUNDER BASE 520Hz SQUARE WAVE, PRE-PHOTOELECTRIC AND PREACTION SYSTEM ACTIVATION)

SYMBOLS

S

S

0.5W

0.5W

0.5W

LED EMERGENCY MESSAGE TEXT SIGNET

FIRE DEPARTMENT RAPID ENTRY BOX AS

APPROVED BY THE BASE FIRE DEPARTMENT.

SURFACE MOUNT WITH TAMPER SWITCH.

K

CARBON MONOXIDE DETECTOR

HS KITCHEN HOOD SUPPRESSION SYSTEM

FIRE ALARM DEVICE MOUNTING NOTE

WALL MOUNTED VISUAL DEVICES TO BE LOCATED SUCH THAT THE ENTIRE

LENS OF THE STROBE IS BETWEEN 80" AND 96" AFF. ALL WALL MOUNTED

NOTIFICATION DEVICES SHALL BE MOUNTED AT THE SAME HEIGHT AFF TO

ACHIEVE A UNIFORM APPEARANCE OR AS DIRECTED BY THE A/E. WATTAGE

AND CANDELA ARE GUIDELINES. CONTRACTOR RESPONSIBLE FOR FINAL

SPACING AND TOTAL DEVICE POWER.

PS PRESSURE SWITCH

PREACTION PULL STATIONPRE

VALVEVL

1. A COMPLETED AND SIGNED RECORD (CERTIFICATE) OF COMPLETION FORM SHALL BE PROVIDED BY THE CONTRACTOR TO THE AHJ, OWNER, AND ARCHITECT/ENGINEER PRIOR TO COMMISSION TESTING. THIS CERTIFICATE SHALL CERTIFY THAT THE CONTRACTOR HAS PRE-TESTED EVERY DEVICE AND FUNCTION OF THE SYSTEM AND REPAIRED ANY DEFICIENCIES PRIOR TO THE COMMISSIONING TEST.

2. ALL SMOKE DETECTORS SHALL BE COMMISSIONED USING CANNED SMOKE OR A METHOD THAT WILL FUNCTIONALLY TEST THE SMOKE CHAMBER. THE USE OF MAGNETS FOR COMMISSION TESTING OF SMOKE DETECTORS IS STRICTLY PROHIBITED.

3. EACH AND EVERY DEVICE SHALL BE TESTED DURING COMMISSIONING AND PRIOR TO BEING TURNED OVER TO THE OWNER.

4. EACH NOTIFICATION CIRCUIT SHALL BE TESTED UNDER STANDBY/BATTERY POWER. END-OF-LINE VOLTAGE READINGS SHALL BE

TAKEN AT THE BOOSTER PANEL FOR CLASS "A" CIRCUITS. ANY CIRCUIT THAT MEASURES LESS THAN 20 VOLTS DC OR THE NAMEPLATE VOLTAGE, WHICHEVER IS HIGHER, SHALL BE CONSIDERED AS FAILING THE DESIGN. NOTE: SOME SYSTEMS INCORPORATING SYNCHRONIZING MODULES CAN IMPAIR RESULTS. IF THE MODULE CANNOT BE BYPASSED FOR VOLTAGE READINGS, THE MANUFACTURER SHOULD BE CONTACTED FOR GUIDANCE. WHEN VOLTAGE CANNOT BE MEASURED, CIRCUIT WIRE RESISTANCE READINGS AND DEVICE LOAD MAY BE COMPARED TO DESIGN CALCULATIONS (MAKE SURE CIRCUIT IS REMOVED FROM POWER SUPPLY WHEN OBTAINING WIRE RESISTANCE). ONLY A QUALIFIED TECHNICIAN EMPLOYED BY THE INSTALLING CONTRACTOR SHOULD PERFORM

THIS FUNCTION.

5. EACH CIRCUIT'S END-OF-LINE VOLTAGE SHALL BE DOCUMENTED FOR COMPARISON TO THE DESIGN END-OF-LINE CALCULATIONS.

1. ANY SMOKE DETECTOR THAT HAS BEEN INSTALLED PRIOR TO THE CONSTRUCTION CLEANUP OF ALL TRADES AND WITHOUT PRIOR WRITTEN APPROVAL OF THE CONTRACTING OFFICER SHALL BE MARKED IN A MANNER THAT WILL IDENTIFY IT FROM RE-USE AND SHALL BE REPLACED PRIOR TO COMMISSIONING OF THE SYSTEM OR TURNING OVER TO THE OWNER. SUCH DETECTORS SHALL BE REPLACED

AT THE SOLE EXPENSE OF THE INSTALLING CONTRACTOR.

2. DUCT DETECTORS SHALL BE MONITORED FOR INTEGRITY AND PROVIDE A SUPERVISORY SIGNAL AT THE FIRE ALARM PANEL. AIR HANDLER SYSTEMS SHALL BE RAN AND BLOWN OUT PRIOR TO INSTALLATION OF SMOKE DETECTORS.

3. FIRE ALARM AUDIBLE ALERT SIGNALS SHALL BE SET TO TEMPORAL CODE PER NFPA 72. EMERGENCY COMMUNICATION AUDIBLE CUES

SHALL TAKE PRECEDENCE AND OVERRIDE FIRE ALARM AND PA/MUSIC TONES.

4. INTELLIGIBILITY OF EMERGENCY COMMUNICATION MESSAGES SHALL BE PER NFPA 72 AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MEET OR EXCEED. COMMISSION TESTING SHALL BE DONE PRIOR TO FINAL SYSTEM ACCEPTANCE TO VERIFY THAT

THE MINIMUM CIS SCORE OF 0.8 HAVE BEEN ACHIEVED.

5. UNLESS OTHERWISE NOTED THE FOLLOWING MINIMUM SURVIVABILITY CRITERIA SHALL BE MET: SIGNALING LINE CIRCUITS CLASS "B", AND NOTIFICATION CIRCUITS CLASS "B".

6. INITIATING DEVICES SHALL BE INDIVIDUALLY ADDRESSABLE.

7. EMERGENCY MESSAGES SHALL BE PROGRAMMED INTO THE FMCP AND CAPABLE OF RECEIVING EACH SIGNAL FROM AN EXTERNAL

SOURCE.

1. IN ACCORDANCE WITH 2019 NFPA 72, STROBES MAY BE MORE THAN 15 FEET OFF THE END OF A CORRIDOR WHEN ROOM SPACING

CRITERIA APPLIES USING THE APPROPRIATE CANDELA.

2. WALL MOUNTED SPEAKERS, STROBES, OR SPEAKER/STROBES SHALL BE AT 96" A.F.F. OR 6" BELOW THE CEILING, WHICHEVER IS

LOWER.

3. ALL SMOKE DETECTORS SHALL BE LOCATED WHERE THEY CAN BE READILY SERVICED.

4. ALL SMOKE DETECTORS SHALL BE CEILING MOUNTED OR WITHIN 12" OF THE CEILING.

5. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 3' OF AN AIR-SUPPLY OR RETURN GRILL PER MFG CRITERIA AND APPENDIX "A"

OF NFPA 72.

6. EACH POWER BOOSTER PANEL OR FIRE ALARM PANEL SHALL BE PROTECTED BY A SMOKE DETECTOR. WHEN PROVIDED, AREA

DETECTORS WITHIN THE SAME SPACE WILL SATISFY THIS REQUIREMENT.

7. AIR HANDLER SYSTEMS OVER 2,000 CFM SHALL BE PROVIDED WITH MEANS TO SHUT DOWN UPON THE DETECTION OF SMOKE. THESE

DETECTORS SHALL INITIATE A GENERAL FIRE ALARM.

8. DAMPER AND HVAC SMOKE DETECTORS SHALL BE PROVIDED BY THE FIRE ALARM CONTRACTOR, LISTED WITH THE FIRE ALARM

SYSTEM, AND INCORPORATE ADDRESSABLE MODULES.

9. WHERE APPLICABLE, SMOKE DETECTORS FOR AIR-HANDLER SHUT DOWN SHALL BE ON BOTH SUPPLY AND RETURN DUCTS.

10. WALL MOUNTED VISUAL DEVICES TO BE LOCATED SUCH THAT THE ENTIRE LENS OF THE STROBE IS BETWEEN 80" AND 96" AFF. ALL

WALL MOUNTED NOTIFICATION DEVICES SHALL BE MOUNTED AT THE SAME HEIGHT AFF TO ACHIEVE A UNIFORM APPEARANCE OR AS DIRECTED BY THE A/E. WATTAGE AND CANDELA ARE GUIDELINES. CONTRACTOR RESPONSIBLE FOR FINAL SPACING AND TOTAL DEVICE

POWER.

1. FIRE ALARM SYSTEM AND DEVICES SHALL BE INSTALLED TO THE LATEST EDITION OF NFPA 72, NFPA 70, NFPA 13, AND LOCAL

REQUIREMENTS.

2. ALL FIRE ALARM INSTALLATIONS, INCLUDING PULLING OF WIRE AND MOUNTING OF DEVICES, SHALL HAVE OVERSIGHT OF A NICET

LEVEL II FIRE ALARM TECHNICIAN OR HIGHER.

3. STROBES SHALL BE SYNCHRONIZED PER NFPA 72.

4. ALL FIRE ALARM/MNS CABLE SHALL BE RUN IN RED FACTORY COLORED CONDUIT.

5. THESE DESIGN DOCUMENTS PROVIDE GENERAL SPACING, LOCATION, AND COORDINATION CRITERIA. CONTRACTOR SHALL BE

RESPONSIBLE FOR CIRCUIT CONFIGURATION, SYSTEM PERFORMANCE, SOFTWARE CONFIGURATION, DEVICE PROGRAMMING, SYSTEM

COMMISSIONING, AND SYSTEM WARRANTY.

6. CONTRACTOR SHALL SUBMIT FIRE ALARM / MNS PLANS, DATA CUT-SHEETS, AND VOLTAGE DROP CALCULATIONS TO CONTRACTING

OFFICER FOR REVIEW AND APPROVAL BY THE A/E'S FPE PRIOR TO BEGINNING ANY WORK ON THE FA/MNS SYSTEM.

7. NO FA/MNS DOCUMENTS/PLANS SHALL BE USED FOR INSTALLATION OF THIS SYSTEM UNLESS THEY CONTAIN THE REVIEW AND

APPROVAL STAMP FROM THE A/E'S FPE AND APPROVAL FROM THE COR. THE COR HAS THE AUTHORITY TO STOP ANY WORK UNTIL

SUCH PLANS ARE ON SITE AND IN USE.

8. FIRE ALARM AND MASS NOTIFICATION SPECIFICATIONS CONTAIN VERY DETAILED INFORMATION ABOUT THIS SYSTEM AND SHALL BE

FOLLOWED, ON-SITE AND AVAILABLE DURING ANY CONSTRUCTION.

9. SECONDARY POWER PERFORMANCE TO MEET NFPA 72. 24 HOURS OF STANDBY POWER FOLLOWED BY 15 MINUTES OF ALARM FOR ALL CONNECTED DEVICES AT MAXIMUM LOAD. SECONDARY POWER FOR THE SYSTEM SHALL ALSO BE DESIGNED TO OPERATE MAXIMUM CONNECTED ALARM LOAD FOR 60 MINUTES IMMEDIATELY FOLLOWING DISCONNECTION OF PRIMARY POWER.

10. SPEAKER CIRCUITS TO BE 70V TYPICAL. OTHER CIRCUITS TO BE 24V TYPICAL. PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 19823

S T A T E O F

J O

H N W O R S H

A

M

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

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S m it h

, A R

P h on e:

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M ia m i F lo ri d a

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C R

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IN

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AS NOTED

FA001

02-19-2024

WL JW

WL

F I R

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L A

R M

L E

G E

N D

A N

D N

O T

E S

02020202−−−−19191919−−−−2024202420242024FIRE ALARM ACCEPTANCE TESTING

FIRE ALARM PERFORMANCE NOTES

FIRE ALARM LOCATION AND SPACING

FIRE ALARM GENERAL NOTES

A d d e n d u m

-1 -2

SPEAKERS

NEW FACP WITH

INTEGRATED MNS

(ADDITIONAL

ZONES IF

SPECIFIED

ELSEWHERE)

POWER

BOOSTER

IF USED

ZONE

CLASS "B"

BATTERY

CABINET

STROBES - CLEAR LENS

STROBE

REMOTE

POWER

SUPPLY

120VAC

ZONE

POWER

BOOSTER

IF USED

SIGNALING LINE CIRCUIT

XYZ XYZ XYZ XYZ XYZ XYZ XYZ

MASS NOTIFICATION MESSAGE CENTER(S) - LOCAL

OPERATOR'S CONSOLE WITH 8 PRE-RECORDED

MESSAGE BUTTONS AND HVAC SHUT-DOWN BUTTON

120-VAC

DEDICATED

CIRCUIT PER

NFPA 72

= ISOLATION MODULE,IM = CONTROL MODULE,CM

120VAC BATTERY

CABINET

REMOTE

MIC

TELEPHONE

INTERFACE

CONTROL FUNCTIONS (DOOR

RELEASE, HVAC AND HVLS FAN

SHUTDOWN, ETC)

MONACO

TRANSMITTER

CABINET

BATTERY

DEVICES AND

SYMBOLS SHOWN

NOT SPECIFIC TO

THIS PROJECT

IM CM

AUX INPUT MODULE FOR PHONE AND

REMOTE PUBLIC ADDRESS INPUT

AUX

THIS IS A TYPICAL RISER DETAIL. ALTHOUGH THE NUMBER OF

DEVICES MAY VARY BY PROJECT, THE FUNCTION AND FEATURE OF

EACH DEVICE INDICATED IS MANDATORY FOR THIS PROJECT.

THIS VOICE NOTIFICATION SYSTEM SHALL SERVE AS A FIRE ALARM

NOTIFICATION SYSTEM AND A MASS NOTIFICATION SYSTEM. A

COMBINATION VOICE EVACUATION TYPE FIRE ALARM/MASS

NOTIFICATION PANEL SHALL BE USED.

DEVICES SHALL HAVE WHITE TRIM, CLEAR STROBE, AND LABELED

"ALERT."

STROBES SHALL ONLY ACTIVATE UPON EMERGENCY NOTIFICATION

FUNCTIONS.

NO STROBES SHALL FLASH UPON ACTIVATION OF BUILDING PAGING

FUNCTIONS. STROBES SHALL BE SYNCHRONIZED.

MASS NOTIFICATION FUNCTIONS SHALL OVERRIDE ALL OTHER

FUNCTIONS INCLUDING FIRE FUNCTIONS. UPON ACTIVATION OF

MASS NOTIFICATION SYSTEM, MESSAGE PRIORITY SHALL DICTATE

THE MESSAGE BEING BRAODCAST. NON-FIRE MESSAGES SHALL

SOUND FOR 10 MINUTES. FIRE ALARM NOTIFICATION MESSAGE

SHALL SOUND UNTIL SILENCED AT FACP OR SYSTEM RESET. MNS

MESSAGES SHALL OVERIDE BUILDING PAGING AND BACKGROUND

MUSIC FUNCTIONS.

CONTRACTOR TO PROVIDE ADDITIONAL BOOSTER PANELS AND

AMPLIFIERS AS NEEDED BASED ON SELECTED PRODUCTS

LOADING, VOLTAGE DROP CALCULATIONS AND CIRCUIT

CONFIGURATION.

SYSTEM SHALL BE INSTALLED AND TESTED FOR SPEECH

INTELLIGIBILITY IN ACCORDANCE WITH UFC 3-600-01, 4-021-01, AND

NFPA 72 APPENDIX "A" USING APPROPRIATE CALIBRATED FIELD

MEASURING DEVICES.

AUDIBLE TONES SHALL PRECEDE EMERGENCY MESSAGES. MASS

NOTIFICATION VERBIAGE AND TONES SHALL BE PER BASE

STANDARDS.

SURGE SUPPRESSION SHALL BE INSTALLED ON EACH 120-VAC AND

TELEPHONE CIRCUIT.

ISOLATION MODULES AND ADDRESSABLE CONTROL/RELAY

MODULES SHALL BE INSTALLED PER MANUFACTURER

INSTRUCTIONS TO PROTECT EACH CIRCUIT.

MASS NOTIFICATION HVAC SHUT-DOWN BUTTON AND CONTROLS

SHALL SHUT-DOWN HVAC UNITS, BATHROOM EXHAUST FANS,

KITCHEN HOODS, AND HVLS FANS.

A NEW MONACO TRANSCEIVER SHALL BE UTILIZED TO TRANSMIT

TO THE EXISTING MONACO D-21 CENTRAL RECIEVING SYSTEM.

LIGHTNING

ARRESTOR

ANTENNA

XYZ

CLASS "B"

CLASS "B"

(SMOKE) (PULL)

VS

(TAMPERS) (FLOW)

VS WF

CLASS "B"

CD CD CD CDCD

FS

EXISTING FIRE ALARM TO BE COMPLETELY REMOVED AND A

NEW FA/MNS TO BE INSTALLED.

OUTPUT TO TEXTUAL

VISUAL MESSAGES

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 19823

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02-19-2024

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Author

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A d d e n d u m

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FIRE RISER ROOM

EXISTING MECH.

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13 14

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FX401

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UP-OVER-DOWN TYPICAL FOUR TIMES.

PROVIDE 6" DIAMETER CORE DRILL

AT EACH VERTICAL PENETRATION IN

THE TOP/ LID OF THE EXISTING VAULT.

NEW WET-PIPE SYSTEM CROSS MAIN

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 19823

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1/2" = 1'-0"1

ENLARGED PLAN AT FIRE PROTECTION RISER ROOM

NOT TO SCALE2

ELEVATION VIEW OF FIRE PROTECTION RISER

NOT TO SCALE3

ELEVATION VIEW OF FIRE PROTECTION RISER

N

NOT TO SCALE4

3D VIEW OF FIRE PROTECTION RISER

SCALE : 1/2" = 1'-0"

0 1 2 4

NOT TO SCALE5

3D VIEW OF BRANCH LINE PIPES ENTERING EXISTING VAULT

RISER LEGEND:

1. NEW 6" FIRE PROTECTION UNDERGROUND. SAW-CUT AND REMOVE

EXISTING FLOOR AS REQUIRED TO INSTALL NEW LEAD-IN. LOCATE

VERTICAL LEAD-IN AT 1'- 0" OFF EACH WALL IN EXISTING ROOM TO ENSURE

CLEARANCES REQUIRED BY UFC ARE PROVIDED AND MAINTAINED.

INSTALL RODDING AND THRUST BLOCKING. SEE CIVIL FOR CONTINUATION.

2. SLEEVE AND LINK SEAL AS REQUIRED BY UFC.

3. 6" DOUBLE DETECTOR CHECK ASSEMBLY WITH GROOVED-END BUTTERFLY

CONTROL VALVES AND SUPERVISORY SWITCHES.

4. 4" GROOVED-END BUTTERFLY CONTROL VALVE FOR FORWARD FLOW TEST

ASSEMBLY. VALVE TO BE SUPERVISED NORMALLY CLOSED.

5. 4 x 2½ x 2½ FORWARD FLOW TEST ASSEMBLY WITH CAPS & CHAINS.

ASSEMBLY TO BE PLAIN BRASS FINISH. ROUTE PIPE ON EXTERIOR FACE OF

WALL DUE TO INTERIOR SPACE CONSTRAINTS. ANCHOR TO WALL WITH

UNISTRUT AND PIPE CLAMPS. PROVIDE SIGNAGE EQUAL TO "FORWARD

FLOW TEST" OR "TEST HYDRANT".

6. 6" MANIFOLD.

7. ADJUSTABLE PIPE STAND WITH U-BOLT. NOTICE: PROVIDE COMMERCIALLY

MANUFACTURED SADDLE WITH U-BOLT. NO HOME-MADE, BACK OF SHOP

PIPES STANDS USING SMALL BORE PIPE, WASHERS, ALL-THREAD ROD,

RISER CLAMPS, ETC., SHALL BE ALLOWED!!

8. NITROGEN GENERATOR - WALL MOUNTED. PROVIDE 120VAC/ 1-PHASE/

60HZ. NITROGEN GENERATOR REQUIRED BY UFC. USE FOR BOTH

PREACTION AND DRY-PIPE SYSTEMS.

9. DRY-PIPE VALVE WITH GROOVED-END BUTTERFLY CONTROL VALVE &

SUPERVISORY SWITCH, TRIM SET, PRESSURE SWITCHES, AIR

MAINTENANCE DEVICE, PRESSURE GAUGES AND MAIN DRAIN.

10. RISER CHECK VALVE WITH GROOVED-END BUTTERFLY CONTROL VALVE &

SUPERVISORY SWITCH, TRIM SET, PRESSURE GAUGES AND MAIN DRAIN.

11. FIRE DEPARTMENT CONNECTION PIPING AND GROOVED-END CHECK

VALVE. CHECK VALVE TO HAVE REMOVABLE FACE PLATE.

12. PRE-ASSEMBLED PREACTION SYSTEM IN CABINET. ASSEMBLY TO BE

COMPLETE WITH CONTROL VALVE, PREACTION VALVE, TRIM SET, MAIN

DRAIN, AIR COMPRESSOR, RELEASING PANEL, ELECTRIC/ PNEUMATIC

ACTUATION, ELECTRICAL LOAD CENTER, AIR MAINTENANCE DEVICE AND

ALL NECESSARY ACCESSORIES & APPURTENANCES. NOTE: PROVIDE

OPTIONAL, ADDITIONAL CONTROL VALVE LOCATED ABOVE PREACTION

VALVE AS PART OF THE PRE-ASSEMBLED PACKAGE FROM THE

MANUFACTURER.

13. WET-PIPE SYSTEM FEED MAIN.

14. FIRE DEPARTMENT CONNECTION MAIN.

15. DRY-PIPE SYSTEM FEED MAIN.

16. PREACTION SYSTEM FEED MAIN.

17. WATER FLOW SWITCH.

NOTICE: COMBINE ALL MAIN DRAINS AND PIPE THROUGH EXTERIOR WALL VIA

ONE PENETRATION.

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FINISHED CEILING FULLY CONCEALED SPRINKLER HEAD

WITH WHITE SCREW-ON COVER PLATE

1" DROP

BELL

REDUCER

BRANCH LINE

TEE FITTING 1" ARM OVER

1" DROP

CONCEALED DRY PENDENT

SPRINKLER HEAD W/ BLACK

OR CHROME COVER PLATE.

BRANCH LINE

PLUG

BRANCH LINE

TEE FITTING

BRASS UPRIGHT

SPRINKLER HEAD

1" PIPING

BELL REDUCER

BRANCH LINE

TEE FITTING

BRASS UPRIGHT

SPRINKLER HEAD

PIPE OR

FLEXIBLE

SPRINKLER

DROP

HORIZONTAL SPRINKLER

HEAD WITH SEMI-RECESSED

ESCUTCHEON

WALL

BELL REDUCER

BRASS UPRIGHT

SPRINKLER HEAD

THREADED TEE

U-BOLT

U-BOLT

NUT

HEAD GUARD

BRASS UPRIGHT

SPRINKLER HEAD

BRANCH

LINE PIPING

THREADED 90° ELBOW

U-BOLT

NUT

HEAD GUARD

PENDENT

SPRINKLER HEAD

THREADED TEE

FINISHED CEILINGFASTENER

(TYPICAL)

HEAD GUARD

BRANCH

LINE PIPING

NUT

1" ARMOVER

BRANCH LINE

SPRINKLER HEAD AS SPECIFIED

FINISHED CEILING

1" DROP

BELL

REDUCER

1" NIPPLE

CONCRETE SLAB OR

STRUCTURE

1-5/8" TALL UNI-STRUT

SPRINKLER

SYSTEM PIPE

CONCRETE

FASTENER

U-BOLT OR SIMILAR ATTACHMENT

CAPABLE OF RESTRAINING FIRE

PROTECTION PIPES UNDER

PRESSURE AND FLOW.

TOP BEAM CLAMP

WITH RETAINER

STRAP

STEEL BEAM OR

BAR JOIST

SET SCREW AND

LOCKNUT

ALL THREAD

ROD SIZED PER

NFPA 13

SPRINKLER PIPE

ADJUSTABLE

HANGER RING

CONCRETE

STRUCTURE

EXPANSION OR

DROP-IN ANCHOR

ALL THREAD

ROD SIZED

PER NFPA 13

SPRINKLER

PIPE

HANGER

RING

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 19823

S T A T E O F

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Drafted By: Date:

Scale:

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02-19-2024

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NOT TO SCALE1

CONCEALED SPRINKLER HEAD DETAIL

NOT TO SCALE2

DRY PENDENT SPRINKLER ON RETURN BEND DETAIL

NOT TO SCALE3

UPRIGHT SPRINKLER HEAD DETAIL

NOT TO SCALE4

UPRIGHT SPRINKLER HEAD ON 1" SPRIG

NOT TO SCALE5

RECESSED HORIZONTAL SIDEWALL SPRINKLER HEAD DETAIL

NOT TO SCALE6

HEAD GUARD DETAILS

NOT TO SCALE7

RETURN BEND DETAIL

NOT TO SCALE8

UNISTRUT SUPPORT DETAIL

NOT TO SCALE9

TOP BEAM CLAMP HANGER DETAIL

NOT TO SCALE10

CONCRETE HANGER DETAIL

A d d e n d u m

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PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 9395

C H

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P-601

19 FEB 2024

JP JY

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PLUMBING FIXTURE

ID

BASIS OF DESIGN PIPE SERVICE SIZES

TRAP

DESCRIPTIONMFR & MODEL ACCESSORIES COLD HOT WASTE INDIRECT VENT

LV-1

LAVATORY OFFSET GRID STRAINER,

CARRIER,

FAUCET

1/2” 1/2” 2”

2” 1-1/4" LAVATORY - ABA COMPLIANT, 18-1/4"x20-1/2"x38"H, WALL HUNG, WHITE VITREOUS CHINA, FRONT OVERFLOW, TWO FAUCET HOLES ON 4" CENTERS, FAUCET - 0.5 GPM, MANUAL, SINGLE LEVER, LEAD FREE, 4" SPOUT, DUAL HOT/COLD SUPPLY ON 4" CENTERS, INTEGRAL THERMOSTATIC MIXING ABOVE DECK, CARRIER - CONCEALED ARM WALL CARRIER

SK-1

SINK OFFSET BASKET STRAINER,

P-TRAP,

SUPPLY STOP VALVES,

PROVIDE SUPPLY STOP VALVES FOR ALL ADJACENT PLUMBING

ACCESSORIES,

GARBAGE DISPOSAL 120V/60Hz/1PH, 6.3 FLA, 1/2 HP

1/2” 1/2” 2”

2” 1-1/2"

SINK - ABA COMPLIANT, 19-1/2"19"7-1/2"D, 1 COMPARTMENT, SELF RIMMING, 18 GAUGE TYPE 302 STAINLESS STEEL, ONE HOLE ON DECK, FAUCET - 2.0 GPM, CHROME PLATED LEAD FREE, 8-1/2" SWING SPOUT, DECK MTD, SINGLE LEVER HANDLE, PULL-OUT SPRAY, DUAL HOT/COLD SUPPLY, GARBAGE DISPOSAL

SK-2

SINK OFFSET FLAT STAINLESS STEEL STRAINER,

P-TRAP,

SUPPLY STOP VALVES,

FAUCET

1/2” 1/2” 2”

2” 1-1/2"

SINK - ABA COMPLIANT, 18-1/2"x18-1/2"x5-3/8"D, 1 COMPARTMENT (16"x16"x5-3/8"D), UNDERMOUNT, 18 GAUGE TYPE 302 STAINLESS STEEL, CENTER DRAIN OUTLETS, FAUCET - 2.2 GPM, CHROME PLATED LEAD FREE, 8-13/16" GOOSENECK SWING SPOUT, DECK MTD, 4" WRIST BLADES, CONCEALED DUAL HOT/COLD SUPPLY, 8" FIXED CENTERS

SK-3

SINK OFFSET BASKET STRAINER,

P-TRAP,

SUPPLY STOP VALVES,

FAUCET,

GARBAGE DISPOSAL 5 120V/60Hz/1PH, 6.3 FLA, 1/2 HP

1/2” 1/2” 2”

2” 1-1/2"

SINK - 29"18"7-5/8"D, 2 COMPARTMENT, SELF RIMMING, 18 GAUGE TYPE 302 STAINLESS STEEL, ONE HOLE ON DECK, FAUCET - 2.0 GPM, CHROME PLATED LEAD FREE, 8-1/2" REACH, DECK

MTD, SINGLE LEVER HANDLE, PULL-OUT SPRAY, DUAL HOT/COLD SUPPLY, GARBAGE DISPOSAL

SK-4

SINK OFFSET FLAT STAINLESS STEEL STRAINER,

P-TRAP,

SUPPLY STOP VALVES,

FAUCET,

EMERGENCY EYE WASH,

THERMOSTATIC MIXING VALVE

1/2” 1/2” 2”

2” 1-1/2"

SINK - ABA COMPLIANT, 18-1/2"x18-1/2"x5-3/8"D, 1 COMPARTMENT (16"x16"x5-3/8"D), UNDERMOUNT, 18 GAUGE TYPE 302 STAINLESS STEEL, CENTER DRAIN OUTLETS, FAUCET - 2.2 GPM, CHROME PLATED LEAD FREE, 8-13/16" GOOSENECK SWING SPOUT, DECK MTD, 4" WRIST BLADES, CONCEALED DUAL HOT/COLD SUPPLY, 8" FIXED CENTERS, ADJACENT TO SINK

COUNTER MOUNTED EMERGENCY EYEWASH WITH THERMOSTATIC MIXING VALVE

EWC-1

ELECTRIC WATER COOLER P-TRAP,

SUPPLY STOP VALVE,

CARRIER,

GFCI RECEPTACLE, 120V/60Hz/1PH, 4.4 FLA, 450 RATED WATTS, 1/4

HP COMPRESSOR

1/2” --- 2”

2” 1-1/2"

ELECTRIC WATER COOLER - ABA COMPLIANT, 18-5/8"x17-5/8"x38-13/16"H, BARRIER FREE, LEAD FREE, FLEXIBLE ONE PIECE BUBBLER, 8 GPH OF 50F WATER AT 90°F AMBIENT AND 80°F INLET WATER, MECHANICAL PUSH-BUTTON ACTIVATION WITH ANTI-MICROBIAL PUSH PADS, EXTERNAL STREAM HEIGHT ADJUSTMENT, POWDER COATED GALVANIZED CABINET, BOTTLE FILLER WITH HANDS FREE ACTIVATION, BUILT IN FILTER MONITOR AND BOTTLE COUNTER

JS-1

JANITOR'S SINK RUBBER HOSE AND HANGER,

MOP HANGER,

(2) SPLASH PANELS

3/4” 3/4” 3”

2” 3" MOP SINK - 24" x 24" x 10", FLOOR MTD, PRECAST TERAZZO, STAINLESS STEEL CAPS, FAUCET - CHROME PLATED LEAD FREE, VACUUM BREAKER, PAIL HOOK, 6" WRIST BLADE CONTROLS, 3/4" HOSE THREADED OUTLET, COMPRESSION CARTRIDGES WITH SPRING CHECK VALVES, UPPER SUPPORT ROD

FPWH-1

FROST PROOF HOSE BIB

3/4” --- ---

FREEZEPROOF WALL HYDRANT - SIZE FOR WALL THICKNESS+4", RED BRASS VALVE BODY, 3/8" SOLID BRASS OPERATING ROD, HARDENED STAINLESS STEEL STEM, ONE PIECE VALVE PLUNGER, COPPER CASTING TUBES, DRAIN PORT UNDER NOZZLE, 3/4" HOSE CONNECTION W/ HIGH FLOW DOUBLE CHECK BACKFLOW PREVENTER, ADJUSTABLE WALL CLAMP

UC-1

UTILITY CONNECTION BOX

1/2” --- ---

UTILITY CONNECTION BOX - FIRE RATED WHITE POWDER COATED 20 GAUGE STEEL WALL BOX, BOTTOM SUPPLY VALVE, LEAD FREE BRASS, QUARTER TURN, SWEAT INLET

CONNECTION, INTEGRAL HAMMER ARESSTOR

WATER HAMMER ARRESSTOR, SEAMLESS COPPER CONSTRUCTION, POLYPROPYLENE PISTON, (2) EPDM ORINGS, MNPT CONNECTION, MAX. PRESS. 350 PSI, MAX. TEMP. 250°F, PROVIDE PROPERLY SIZED WATER HAMMER ARRESSTORS AND LOCATE ON PIPING IMMEDIATELY UPSTREAM OF ALL QUICK CLOSING VALVES (E.G. FLUSH VALVES, DISHWASHER, ICE

MAKERS, SOLENOID VALVES, ETC.)

WATER HAMMER ARRESTOR

P.D.I. UNITS A B C D E F

FIXTURE UNITS 1-11 12-32 33-60 61-113 114-154 155-330

PLUMBING EQUIPMENT

ID

BASIS OF DESIGN

UTILITY CONNECTIONS

ELECTRICAL

DESCRIPTIONMANUFACTURER & MODEL CONNECTION TYPE VOLTAGE PHASE POWER AMPS

GWH-1 WATER HEATER

1"CW, 1"HW

1/2"G, CD, TANK DRAIN,

4" VENT

HARDWIRED WITH

GFCI PROTECTION

120 V 1 --- --- NATURAL GAS WATER HEATER - MEDIUM DUTY TANK TYPE, 60 MBH INPUT, 48 GAL STORAGE, 79 GPH @ 70°F RISE, 21-3/4"DIAx61-3/4"H

CP-1

DOMESTIC

RECIRCULATING PUMP

3/4" HWR

RECEPTACLE WITH

GFCI PROTECTION

120 V 1 52 .46 RECIRCULATING PUMP - 1 GPM @ 5' HEAD - LEAD FREE BRONZE BODY, 150 PSI WORKING PRESSURE, 40F MINIMUM OPERATING TEMPERATURE

PLUMBING ACCESSORY

ID

BASIS OF DESIGN

Utility Connections DESCRIPTIONMANUFACTURER & MODEL

ET-1 EXPANSION TANK 3/4" CW EXPANSION TANK - 2.1 GAL TOTAL CAPACITY, 150 PSI WORKING PRESSURE, 10"DIA x 10-3/8" H, 3/4" NPT THREADED CONNECTION, 21 LBS, PROVIDE FULL PORT ISOLATION BALL VALVE AT CONNECTION TO CW

RPZA-1 BACKFLOW PREVENTER 3/4"CW REDUCED PRESSURE ZONE ASSEMBLY - 3/4 INCH, LEAD FREE CAST COPPER SILICON ALLOY, MODULAR, COMPACT DESIGN, REPLACEABLE SEATS, IN VERTICAL POSITION

TBV BALANCING VALVE SAME AS PIPE BEING

SERVED

BALANCING VALVE - SAME SIZE AS LINE, THERMOSTATIC, AUTOMATIC ACTUATION, LEAD FREE STAINLESS STEEL CONSTRUCTION, 110°F HWR, 5°F DELTA T, INCLUDES UNION WITH INTEGRAL CHECK VALVE, FULL PORT BALL VALVES IMMEDIATELY UPSTREAM AND DOWNSTREAM OF BALANCING VALVE

WCO WALL CLEAN OUT SAME AS PIPE BEING

SERVED

WALL CLEANOUT - SAME SIZE AS LINE, MAX. 4 INCH, CAST IRON FERRULE W/ ABS PLUG, SQUARE STAINLESS STEEL SECURE ACCESS COVER AND FRAME, COUNTERSUNK CORNER SCREWS

FCO FLOOR CLEAN OUT SAME AS PIPE BEING

SERVED

FLOOR CLEANOUT - SAME SIZE AS LINE, MAX. 4", HEAVY DUTY CAST IRON, FERRULE, THREADED ADJUSTABLE HOUSING, INTEGRAL CLAMPING COLLAR, ABS PLUG, 6-3/4"DIA ROUND SCORIATED SECURE TOP WITH SATIN NICKEL-BRONZE FINISH

A

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1 2 3 4 5 6 7 8 9 10 11 12 13 14

Bx

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K

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H.1

10.3 11.7 12.7

IV-1

RV-1

10.2

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 9395

C H

R I

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Designed By: Approved By:

Drafted By: Date:

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W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L itt le R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N R

T R

A C

T H

O L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

AS NOTED

MH102

02-19-2024

JP CB

JP

R O

O F

M E

C H

A N

I C

A L

P L

A N

02020202−−−−19191919−−−−2024202420242024

0 4 8 16 1/8" = 1'-0"1

ROOF MECHANICAL PLAN

GENERAL NOTES

1 REFER TO SHEET M-001 FOR MECHANICAL NOTES,

ABBREVIATIONS, AND LEGEND SYMBOLS.

2 ALL CONDENSATE DRAIN PIPING TO HAVE A MINIMUM

CONTINUOUS SLOPE OF 1/8'' PER FOOT.

3 ALL CONDENSATE DRAIN PIPING SHALL BE COPPER.

4 REFER TO MP SHEETS FOR THERMOSTAT AND OTHER

CONTROL DEVICE LOCATIONS.

N

A d d e n d u m

-1

-2

KEYED NOTES

1 INSTALL IV-1 WITH ROOFCURB MATCHING ROOF PITCH. ENSURE

WATERTIGHT ROOF SEAL.

2 INSTALL RV-1 WITH ROOFCURB MATCHING ROOF PITCH. ENSURE

WATERTIGHT ROOF SEAL.

1 2 3 4 5 6 7 8

Bx

C

F

K

L

E

B

D

H

J

H.1

AHU-6

AHU-4

AHU-3

AHU-2AHU-1

14/12 R/A

12/12 S/A

6Ø O/A

14/12 O/A

/1

/A

14/14 S/A

AHU-5

AHU-18

AHU-7

OPTOMETRY

OPTOMETRIST

TECH

RECEPTION

COMMS

CLOSET

VITALS/EKG/PFT

128EXAM ROOM 3

EXAM ROOM 4

MEDICAL

BREAK ROOM

DENTAL XRAY

& EXAM ROOM

CASE

MANAGER'S

OFFICE

EXAM ROOM 1

NURSE'S

OFFICE

MEDICS

OFFICE

EXAM ROOM 2

CASE

MANAGER'S

OFFICE

FULL TIME

PROVIDER'S

OFFICE

AUDIOLOGY

DENTAL

OFFICES

WAITING

LOBBY

CORRIDOR

EXISTING

WOMENS TLT.

EXISTING

MENS TLT.

MAO OFFICE

CASE

MANAGER'S

OFFICE

MULTI MEDIA

JAN. CL.

EXISTING

LOUNGE

IMMUNIZATIONS

& LAB OFFICE

SEL OFFICE

CUBICLE AREA

ENTRY

CORRIDOR

COMMANDER'S

OFFICE

C

8C

D

6Ø E/A

8Ø E/A8Ø E/A

12/14 R/A

12/12 R/A

B

/1

O

/A

BU-6

8/10 O/A 6Ø O/A

16/12 R/A

Ø

6Ø O/A

Ø

Ø

8A

10Ø

6Ø 8Ø8 Ø

6Ø O/A

Ø

O

8Ø

8Ø

10Ø

10Ø O/A

17/17 R/A

/1

S

/A

8Ø

Ø

O

/A

8Ø 6 Ø

8Ø S/A

8Ø

8A

8Ø

6A

8/8

Ø

6A

B

12/10 R/A

H

H

Ø

Ø

8Ø

6A

8A

8A

8A 1508A

14/12 S/A

6Ø 8Ø

10/10 S/A

8Ø 8Ø

16/14 R/A14/12 R/A

B

B

10B

8B

8Ø

6Ø

10/12 R/A8/10 R/A

B

B

Ø

6Ø

6Ø 6Ø

8A

6A

6A

10A

8/12 S/A 8/8 S/A

8Ø

B

12/10 R/A

B

8ØB

B

8Ø

8/10 R/A

8A

8A

10Ø

8A

6A

6A

8A

6A

6A

8A

6Ø

6Ø 12/12 S/A10/10 S/A

8/10 S/A

6/8

B

B

Ø

12/10 R/A

B

Ø

Ø

B

6/8

B

B

6Ø

6Ø

/1

8Ø

8Ø 8Ø

8Ø

8A

8A

8A

8A

B

Ø

8A

10/8

8A

8A

6A

8/10

14/12 S/A

8Ø

8Ø

6A

6A

10A

10/10

6Ø

B

B

8Ø8Ø 10/10

B

Ø

Ø

O

6Ø

10Ø

B

8 B

8Ø

6A

6A

10A

12/12 S/A

10A

6Ø O/A

B

6Ø

12Ø

8/12 S/A

Ø

Ø

B

10/10 O/A

8/8 O/A

12/12 O/A

SOUND

BOOTH

CSS

FIRST

SERGEANT'S

OFFICE

2 2 2

FCU-1

10Ø

6Ø

8Ø

6Ø O/A

B

Ø

8Ø

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 9395

C H

R I

S

T O P H E R R .

B

O R

N E

S T A T E O F

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L itt le R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N R

T R

A C

T H

O L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

AS NOTED

MH401

02-19-2024

JP CB

JP

E N

L A

R G

E D

M E

C H

A N

I C

A L

P L

A N

S

02020202−−−−19191919−−−−2024202420242024

0 4 8 16 3/16" = 1'-0"1

MEDICAL SIDE ENLARGED MECHANICAL PLAN N

KEYED NOTES

1 EXHAUST AIR SIDEWALL GRILLE INSTALLED APROXIMATELY

11'-6'' AFF.

2 REFER TO SHEET MH402 FOR CONTINUATION.

3 RECOMMENDED CLEARANCE. TYPICAL FOR ALL AIR

HANDLING UNITS.

4 MOUNT 2'x2' CEILING CASSETTE ONTO GRID. SUPPORT FROM

STRUCTURE ABOVE.

5 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-1 TO 55 CFM.

6 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-2 TO 70 CFM.

7 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-3 TO 225 CFM.

8 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-4 TO 40 CFM.

9 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-5 TO 205 CFM.

10 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-6 TO 100 CFM.

11 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-7 TO 110 CFM.

12 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR

HANDLING UNIT AHU-18 TO 40 CFM.

GENERAL NOTES

1 REFER TO SHEET M-001 FOR MECHANICAL NOTES,

ABBREVIATIONS, AND LEGEND SYMBOLS.

2 ALL CONDENSATE DRAIN PIPING TO HAVE A MINIMUM

CONTINUOUS SLOPE OF 1/8'' PER FOOT.

3 ALL CONDENSATE DRAIN PIPING SHALL BE COPPER.

4 REFER TO MP SHEETS FOR THERMOSTAT AND OTHER

CONTROL DEVICE LOCATIONS.

A d d e n d u m

-1

-2

ES

CO

A

6 7 8 9 10 11 12 13 14

Bx

C

F

K

L

E

B

D

H

J

H.1

11.7

(E)PTAC (E)PTAC

(E)LOUVER(E)LOUVER

DOAS-1

CRU-1 CRU-2

14/12 S/A

12/12 O/A

/1

S

/A

PROVIDE MAN BARS

AHU-8

AHU-9

AHU-10

AHU-12

AHU-11

AHU-13

AHU-14

AHU-16

AHU-15

UH-1

BU-1 BU-2 BU-3 BU-4

AHU-17

BU-5

24/12 O/A 14/12 O/A14/12 O/A

10Ø E/A

8Ø E/A

6Ø E/A

20Ø O/A

FIRE RISER

ROOM

EXISTING

ELECTRICAL

EXISTING

MECH.

KMI OFFICE

BASE DATA

CENTER

CC OFFICE

COMMANDER'S

OFFICE

SMALL

CONFERENCE

STORAGE

STORAGE

EXISTING TEL

MAINTENANCE

SUPERINTENDENT'S

OFFICE

CHIEF'S

OFFICE

CORRIDOR

SUPPORT

STAFF

SERVER

WORKSPACE

VESTIBULE

CONFERENCE

ROOM

COMMS

BREAKROOM

COMM

STORAGE

WORKBENCH

AREA

OPEN OFFICE

OFFICE

12/6C

D

10/10

8A

B

B

B

14/14 R/A

6Ø O

/A

6/10 O/A

16/10 R/A

14/10 S/A

8Ø

8/10

8Ø

8Ø

8Ø

8Ø O

/A

6Ø O/A

8Ø 8Ø8Ø

8Ø

8Ø O

/A

8Ø

/1

R

/A

10Ø R/A

12/12 R/A

/1

R

/A

8Ø

17/15 R/A

/1

R

/A

8/12 S/A

10/10 S/A

10/10 R/A

/1

R

/A

8Ø 8Ø

8Ø

8Ø

8Ø E/A

8Ø

EF-1

10/10

8A 110 8A

8A

8A

8A

8A

8A

Ø

Ø

8A

8A

8A

8Ø

10/10 S/A

8Ø

8Ø

8A

8A

8A

12Ø

6Ø O

/A

/1

S

/A

/1

8A

8A

8A

14Ø

8Ø

12/10 8/10

B

B

8B

8B

8B

8A

8A

8A

8A

6A

8Ø 8Ø

6A

6A

6A

6Ø 6Ø

6Ø 8/10 S/A 8/8

10A

Ø

H

6Ø O/A

8A

8A

8A

8A

8Ø

8Ø

8Ø

8Ø

8/

E

6/6

E

6/6

E

6/6

12/10 S/A

10/10

6/8

B

8Ø

B

8Ø O

/A

B

12B

6Ø O/A

B

10Ø

Ø

10/10 O/A 8/10 O/A

E

18/10

/1

S

/A

E

6/6

M-502

6Ø O

/A

8/10 E/A

6 6

12Ø

7 7

10/10 S/A 10/6 S/A

8Ø8Ø8Ø8Ø

6Ø O

/A

13 14 15

M-502

6Ø O/A

-G

DOAS-1

M 23

M 23

-F

10.2

PROFESSIONAL

REGISTERED

ARKANSAS

ENGINEER

No. 9395

C H

R I S

T O P H E R R .

B

O R

N E

S T A T E O F

Project Number:

Designed By: Approved By:

Drafted By: Date:

Scale:

HKRZ222111

F o rt S m it h A rk an sa s

R E

V

D E

S C

R

IP

T

IO

N B

Y D

A T

E

8t h W in g

A rk an

N at io na l G th C iv il E n gi n ee r S q u ad ro n

L ei gh A v e, F o rt

S m it h

A

R

P ho ne : 4

-5

3-

R R

I M

A T

U T

E P

A

S

W th

C o u rt

S u it e

M ia m i F lo ri d a

T

F w w w .g u rr im a tu te .c o m

A R

C H

IT

E

C T

C R

O M

W E

L L

A R

C H

IT

E

C T

S E

N G

IN

E

E

E a s t th

S tr e e t

L itt le R o c k A

R

T w .c ro m w e ll.

c o m

E N

G

IN

E E

R

P R

IM

E

C O

N R

T R

A C

T H

O L D

E R

B U

IL

D

IN

G

A

D D

/A L

T E

R

R E

N O

V A

T

IO

N

AS NOTED

MH402

02-19-2024

JP CB

JP

E N

L A

R G

E D

M E

C H

A N

I C

A L

P L

A N

S

02020202−−−−19191919−−−−2024202420242024

0 4 8 16 3/16" = 1'-0"1

COMM SIDE ENLARGED MECHANICAL PLAN N

GENERAL NOTES

1 REFER TO SHEET M-001 FOR MECHANICAL NOTES,

ABBREVIATIONS, AND LEGEND SYMBOLS.

2 ALL CONDENSATE DRAIN PIPING TO HAVE A MINIMUM

CONTINUOUS SLOPE OF 1/8'' PER FOOT.

3 ALL CONDENSATE DRAIN PIPING SHALL BE COPPER.

4 REFER TO MP SHEETS FOR THERMOSTAT AND OTHER

CONTROL DEVICE LOCATIONS.

KEYED NOTES

1 MOUNT INLINE EXHAUST FAN APPROXIMATELY 11'-0'' AFF. COORDINATE AROUND OUTSIDE AIR

DUCTWORK.

2 OSA DUCT UP TO INTAKE VENTILATOR. ROUTE AROUND EXISTING STRUCTURE IF NECESSARY. SEE SHEET

MH102 FOR CONTINUATION.

3 REFER TO SHEET MH401 FOR CONTINUATION.

4 GRILLES IN ELECTRICAL ROOM MOUNTED APPROXIMATELY 11'-0''.

5 MOUNT UNIT HEATER WALL MOUNTED APPROXIMATELY 7'-6'' AFF.

6 RECOMMENDED CLEARANCE. TYPICAL FOR ALL AIR HANDLING UNITS.

7 RECOMMENDED CLEARANCE FOR CRAC UNIT.

8 ALL CABLING IN PLENUM ABOVE FOR THE BASE DATA CENTER SHALL BE PLENUM RATED.

9 RECOMMENDED CLEARANCE FOR DOAS UNIT.

10 EXHAUST AIR DUCT UP TO RELIEF VENTILATOR. SEE SHEET MH102 FOR CONTINUATION.

11 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR HANDLING UNIT AHU-8 TO 200 CFM.

12 BALANCE OUTSIDE AIR SERVING MULTI-POSITION AIR HANDLING UNIT AHU-9 TO 75 CFM.

13 BALANCE OUTSIDE AIR SERVING…