FAKZ039172 Addendum No. 2 SIGNED.pdf

Date: 21 July 2023

To: CMSgt. William Hall

Subject: ADDENDUM NO. 2

Project: F-35: WEAPONS LOAD CREW TRAINING FACILITY

Job #: ANG# FAKZ039172 / SSL# 18138

From: David Donovan

The plans and Specifications for the F-35 – Weapons Load Crew Training Facility, dated March 2023 are amended as follows. (Where there are conflicts between the plans and specifications and the addendum, this addendum shall govern).

Item No. 1: Delete drawing sheet S0.2 “Typical Details” and replace it with the attached drawing sheet S1.2 with a revised date of 19 July 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Add intersecting HSS girt detail.

Item No. 2: Delete drawing sheet S1.2 “Mezzanine & Roof Framing Plan” and replace it with the attached drawing sheet S1.2 with a revised date of 19 July 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Modify girt placement for girts located along line 1 between lines B

& E to coordinate with full height curtain wall and translucent fiberglass sandwich panels.

Item No. 3: Delete drawing sheet S2.2 “Sections and Details” and replace it with the attached drawing sheet S2.2 with a revised date of 19 July 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Revised placement of translucent sandwich panel wall assembly within wall section in detail 5.

F-35: WEAPONS LOAD CREW TRAINING FACILITY FAKZ039172

ADDENDUM NO. 2 Page 2 of 3 Seay Seay & Litchfield, P.C. 21 July 2023

Item No. 4: Delete drawing sheet S2.4 “Sections and Details” and replace it with the attached drawing sheet S2.4 with a revised date of 19 July 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Revised placement of translucent sandwich panel wall assembly within wall section in detail 3.

Item No. 5: Delete drawing sheet M0.1 “Mechanical Legends and General Notes” and replace it with the attached drawing sheet M0.1 with a revised date of 20 July 2023. Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Revised mechanical general note 15 to clarify design intent regarding duct construction.

Item No. 6: Delete drawing sheet P0.2 “Plumbing Details” and replace it with the attached drawing sheet P0.2 with a revised date of 20 July 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Add note to clarify required size of underground storage tank.

Item No. 7: Refer to specifications. Delete specification section 22 0000 “Plumbing” and replace it with the attached specification section 22 0000 with a revised date of 20 July 2023. Additions to the specification are noted in bold/italicized text and deletions are noted with strikethrough text.

Revisions included, but are not limited to, the following:

- Remove references to specification section 23 0917 in part 1.1.

- Revised building soil, waste, trench drain, and vent pipe materials in part 2.2.

- Revise part 2.3 regarding insulation for accessible lavatories, insulation for water piping, insulating for floor drains, and insulation for compressed air systems.

Item No. 8: Refer to specifications. Delete specification section 22 1519 “General

Service Packaged Air Compressors and Receivers” and replace it with the attached specification section 22 1519 with a revised date of 20 July 2023.

Additions to the specification are noted in bold/italicized text and deletions are noted with strikethrough text. Revisions included, but are not limited to, the following:

- Revise compressor requirements in part 2.3

- Add filtration system description/requirements in part 2.3.

F-35: WEAPONS LOAD CREW TRAINING FACILITY FAKZ039172

ADDENDUM NO. 2 Page 3 of 3 Seay Seay & Litchfield, P.C. 21 July 2023

Item No. 9: Refer to specifications. Delete specification section 23 0713 “Duct

Insulation” and replace it with the attached specification section 23 0713 with a revised date of 20 July 2023. Additions to the specification are noted in bold/italicized text and deletions are noted with strikethrough text. Revisions included, but are not limited to, the following:

- Add flexible duct wrap for concealed supply and return duct in part

3.10.

Item No. 10: Delete drawing sheet A5.2 “Wall Sections” and replace it with the attached drawing sheet A5.2 with a revised date of 21 July 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Revise translucent sandwich panel assembly head detail / attachment to building structure to coordinate with structural.

Item No. 11: Delete drawing sheet A3.5 “Door & Window Details” and replace it with the attached drawing sheet A3.5 with a revised date of 21 July 2023.

Revisions to the drawing are clouded in the revised drawing and include, but are not limited to, the following:

- Revise translucent sandwich panel assembly placement within wall assembly and add dimensions across various drawings.

- Revise placement of HSS girts in various drawings to coordinate with revised structural drawings (see item 2 of this addendum).

Item No. 12: Refer to specifications. Add the attached specification section 09 2116 “Gypsum Board Assemblies” with a revised date of 14 July 2023 to the project specifications.

Item No. 13: Refer to drawings. Add the attached drawing sheet A1.2 “B1403 foundation demolition plan with a revised date of 21 July 2023. Drawing sheet clarifies foundation demolition requirements related existing construction conditions which include drilled piers, grade beams, and structural floor slabs of varying thickness. Refer also to Item 14 of this addendum that also adds existing drawings for additional clarification of existing conditions required to be demolished.

Item No. 14: See attached for existing drawings of Building 1403. Contractor shall demolish existing foundation systems at Building 1403 as described in Item No. 13 above and as depicted in drawing sheet A1.2 that was added by Item No. 13. Existing drawings are added for additional clarity on demolition requirements for both foundation systems and underground utilities.

End of Addendum #2

LENGTH

SCH. PL. 1' - 4"

TYPICAL BEAM BEARING ON C.M.U. WALL DETAIL (PARALLEL)

END OF DOWELS

PROVIDE 2" LONG HORIZ.

SLOTTED HOLES IN BEAM &

PLATE. FINGER TIGHTEN

NUTS & UPSET THREADS.

CONT. U-BLOCK

W/ #5 TOP & BOT.

SEE PLAN FOR

BEAM SIZE

5/8"Ø SMOOTH

DOWELS WELDED

TO BEAM

SCHEDULED BEARING PLATE &

ANCHOR BOLTS ON 1"± GROUT

FILL (2)CELLS (16") W/ CONC.

FULL HT. BELOW BEARING &

REINF. W/ 1-BAR SAME SIZE

AS WALL REINF. EA. CELL.

TYPICAL BEAM BEARING ON C.M.U.

WALL DETAIL (PERPENDICULAR)

CONT. U-BLOCK W/ #5

TOP & BOT. EACH SIDE

PROVIDE 1"Ø HOLES IN

BEAM WEB FOR PASSAGE

OF U-BLOCK REINF. DO NOT

WELD REBAR TO BEAM.

FILL (2)CELLS (16") W/

CONC. FULL HT. BELOW

BEARING & REINF. W/ 1-

BAR SAME SIZE AS

WALL REINF. EA. CELL.

SEE PLAN FOR

BEAM SIZE

PROVIDE 2" LONG HORIZ.

SLOTTED HOLES IN BEAM &

PLATE. FINGER TIGHTEN

NUTS & UPSET THREADS.

SCHEDULED BEARING

PLATE & ANCHOR

BOLTS ON 1"± GROUT

SEE PLAN

NOTE:

FILL ADD'L. CELL(S) FULL HT. AS

REQ'D. TO ACHIEVE SOLID

BEARING BELOW ENTIRE LENGTH

OF BEARING PLATE, TYP.

M A

X

T Y

P

IC

A L W

E L D

S P

A C

IN

G

I N

T E

R

IO

R S

U P

P O

R T

S

6" MAX. TYPICAL WELD SPACING

@ CONT. STEEL SUPPORT.

M A

X

T Y

P

IC

A L W

E L D

S P

A C

IN

G

E

N D

S U

P P

O R

T S

TYPICAL FLOOR DECK WELDING REQUIREMENTS

SIDE LAP

DECK

SUPPORT

SIDE LAP ATTACHMENT @

MID SPAN OR 3'-0" MAX.

FOR SUPPORT SPACING

GREATER THAN 5'-0"

NO SCALE

2" LAP

DECK SHALL BE MIN. (3)SPAN CONTINUOUS

NOTE:

ALL WELDS SHALL BE MINIMUM 5/8"Ø PUDDLE WELDS.

M A

X

T Y

P

IC

A L W

E L D

S P

A C

IN

G

I N

T E

R

IO

R S

U P

P O

R T

S

6" MAX. TYPICAL WELD SPACING

@ CONT. STEEL SUPPORT

M A

X

T Y

P

IC

A L W

E L D

S P

A C

IN

G

E

N D

S U

P P

O R

T S

TYPICAL ROOF DECK WELDING REQUIREMENTS

SIDE LAP

DECK

SUPPORT

SIDE LAP ATTACHMENT

W/ #10 SCREWS @ 12"O.C.

NO SCALE

2" LAP

DECK SHALL BE MIN. (3)SPAN CONTINUOUS

NOTE:

ALL WELDS SHALL BE MINIMUM 5/8"Ø PUDDLE WELDS.

WALL PARALLEL TO JOISTS

SEE ARCH.

2 MAX.

CONT. U-BLOCK

W/ #5 TOP & BOT.

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL

HT. OF WALL ONLY @ #4.

HSS3x3x1/4 BRACE

@ 8'-0"O.C., MAX.

1/4"x4"x6" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ EA. BRACE.

WELD BRACEES TO BOT. CHORD

PANEL POINTS OF JOISTS AFTER

ROOF DEAD LOAD IS IN PLACE.

NOTE:

WHERE INTERSECTING

PARTITIONS ARE LESS THAN 10'-0"

APART, BRACES MAY BE OMITTED.

SEE ARCH.

2 MAX.

SEE ARCH. DWGS.

FOR HEIGHT OF

INTERIOR PARTITION

CONT. U-BLOCK

W/ #5 TOP & BOT.

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL

HT. OF WALL ONLY @ #4.

HSS3x3x1/4 BRACE @

8'-0"O.C., MAX. ALTERNATE

DIRECTION OF BRACES.

1/4"x4"x6" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ EA. BRACE.

WELD BRACES TO

TOP CHORD PANEL

POINTS OF JOISTS.

TYPICAL CMU WALL ANCHORAGE DETAILS AT JOISTS

WALL PERPENDICULAR TO JOISTS

STEEL DECK

STEEL DECK

SEE ARCH. DWGS.

FOR HEIGHT OF

INTERIOR PARTITION

TYPICAL U-BLOCK STEP DETAIL

CONT. U-BLOCK REINF.

ADD'L. 'Z' BAR REINF. SAME

SIZE & NO. AS CONT. U-

BLOCK REINF. IN BOTTOM.

1' - 4" 1' - 4"

M A

X

TYPICAL SUSPENDED CANOPY SUPPORT DETAIL

CANOPY MFR'S. CONNECTIONS TO

WALL VARY. ALL THREADED ROD

AND EPOXY ANCHORING SYSTEM

AS REQ'D. BY CANOPY MFR.

SUSPENDED

PREFABRICATED

CANOPY. SEE ARCH.

DWGS. & SPECS.

WALL GIRT BY

METAL BLDG. MFR.

METAL BLDG. MFR.

PROVIDE ADD'L.

FRAMING AS REQ'D.

FOR ANCHORAGE OF

SUSPENDED CANOPY

TYPICAL INTERSECTING HSS GIRT TO

BUILDING COLUMN DETAIL

B-B

3/16

HSS GIRT. SEE

PLAN FOR SIZE

L6x6x3/8x0'-6" W/

1/4" PLATE

STIFF. EA. END

BUILDING

COLUMN

HSS GIRT. SEE

PLAN FOR SIZE

3/16

BUILDING

COLUMN

SEE SECTIONS

COPE GIRT

WHERE REQ'D.

& PROVIDE 1/4"

PLATE

CLOSURE

VIEW B-B

(8)#8 VERT.

#4 TIES SPACED

@ 2@2", R@6"

FROM TOP, 1 1/2"

CLEAR SIDES.

VIEW A-A

2' - 0"

SEE PLAN

FOR EL.

SCH. REINF.

D E

P T

H

S C

H

SCH. SIZE

24"x24" CONC. PIER W/

(8)#8 VERT. & #4 TIES

SPACED @ 2@2", R@

6" FROM TOP, 1 1/2"

CLEAR SIDES.

CENTERLINE BASE

PLATE, PIER &

FTG. BELOW

COORDINATE W/

METAL BLDG. MFR.

RIGID FRAME COL., BASE

PLATE, & ANCHOR BOLTS

BY METAL BLDG. MFR.

(USE (4)3/4"Øx24" GRADE

55 HEADED, MIN.)

FIN. GRADE.

SEE SITE PLAN

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

O.S.F. OF END

WALL COLUMN

A-A

1' - 3"

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

CONT. HEADER

BLOCK

FIN. FLOOR

6x6-W1.4x W1.4 W.W.F.

+0'-0"

TOP OF PIER

S E

E P

L A

N

HOOK (2)#9 AROUND

ANCHOR BOLTS

S2.1

SEE PLAN

FOR EL.

FIN. FLOOR

SCH. REINF.

6x6-W1.4xW1.4 W.W.F.

+0'-0"

D E

P T

H

S C

H

SCH. SIZE

24"x24" CONC. PIER W/

(8)#8 VERT. & #4 TIES

SPACED @ 2@2", R@

6" FROM TOP, 1 1/2"

CLEAR SIDES.

CENTERLINE BASE PLATE,

PIER & FTG. BELOW

TOP OF PIER

S E

E P

L A

N

COORDINATE W/

METAL BLDG. MFR.

ENDWALL COL., BASE

PLATE, & ANCHOR BOLTS

BY METAL BLDG. MFR.

(USE (4)3/4"Øx24" GRADE

55 HEADED, MIN.)

FIN. GRADE.

SEE SITE PLAN

PROVIDE 3/8" PEJ. W/

SEALANT WHERE

CONC. ABUTS WALL

O.S.F. OF END

WALL COLUMN

A-A

1' - 3"

FILL CAVITY W/ CONC.

BELOW FIN. GRADE

CONT. HEADER

BLOCK

TYPICAL HSS GIRT TO C.M.U. WALL DETAIL

HSS GIRT. SEE

PLAN FOR SIZE

CMU WALL

L3x3x1/4x0'-6" W/ (2)3/4"Ø

EXP. BOLTS TOP & BOT.

3/16

TYP.

TYPICAL BYPASSING HSS GIRT TO

BUILDING COLUMN DETAIL

3/16

HSS GIRT. SEE

PLAN FOR SIZE

L6x6x3/8x0'-6" W/

1/4" PLATE

STIFF. EA. END

BUILDING

COLUMN

HSS GIRT. SEE

PLAN FOR SIZE

3/16

PLAN VIEW

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t

M o n tg o m er y, A L

T el

. 3

. 2

. 5

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

06-16-23

S0.2

Typical Details

W E

A P

O N

S L

O A

D C

R E

W T

R A

IN

IN

G

D A

N N

E L

L Y

F

IE

L D

FAKZ 039172 / 18138

MARCH 2023

3/4" = 1'-0"S0.2

A DETAIL

3/4" = 1'-0"S0.2

B DETAIL

No. Revision Date

2 Addendum 2 7/19/23

A

A

H

H

D G

RIGID FRAME

RIGID FRAME

ENDWALL FRAME

ENDWALL FRAME

B E F

C

0.1

"Z" PURLINS (8" MIN.) @ 5'-0"O.C. MAX. ON SLOPE BY METAL BLDG. MFR., TYPICAL

CONT. BRIDGING AS REQUIRED

BY METAL BUILDING MFR, TYP.

SLOPE 3/4" / FT.

C O

N T

E

A V

E S

T R

U T

C O

N T

E

A V

E S

T R

U T

HORIZONTAL 'X' BRACING AS

REQ'D. BY METAL BLDG. MFR.

22' - 9" 68' - 6" 27' - 8"

1' - 3" 23' - 0" 6' - 4" 56' - 6" 2' - 11"

1' - 3"

119' - 1"

29' - 8" 71' - 10" 17' - 8"

13' - 10" 3' - 10"1' - 3" 16' - 8" 24' - 0" 24' - 0" 24' - 0" 1' - 0"

1' - 0" 26' - 5"

1' - 7"

26' - 2" 30' - 8" 4' - 6"

HSS3 1/2x3 1/2x1/4

OUTLOOKERS @ 48"O.C.

HSS3 1/2x3 1/2x1/4

OUTLOOKERS @ 48"O.C.

BP-3

BP-3

BP-3

BP-3

BP-3

W X

W X

O.S.F. RIGID

FRAME COL.

O.S.F. RIGID FRAME COL.

O .S

.F E

N D

W A

L

F R

A M

E C

O L

O .S

.F E

N D

W A

F R

A M

E C

O L

K

K

S2.2

SLOPE

1/2" / FT.

SLOPE

1/2" / FT.

S2.2

S2.3

S2.4

BP-3

S2.2

__________1

S2.3

S2.3

"O

.C

S2.3

S2.4

S2.4

K

P O

R T

A L W

IN

D

F R

A M

E

P O

R T

A L W

IN

D

F R

A M

E

P O

R T

A L W

IN

D

F R

A M

E

P O

R T

A L W

IN

D

F R

A M

E

HSS20x12x5/8

HSS8x8x5/8 GIRT LOW -

TOP OF BLK.=+15'-4"

H S

S x x /8

G

IR

T I N

T E

R M

L O

W H

S S x x /8

G

IR

T I N

T E

R M

L O

W H

S S x x /8

G

IR

T I N

T E

R M

L O

W

H S

S x x /8

G

IR

T

H

IG

H

I N

T E

R M

H

S S x x /8

G

IR

T

H

IG

H

I N

T E

R M

HSS8x8x5/8 GIRT INTERM. HSS8x8x5/8 GIRT INTERM.

HSS8x8x5/8 GIRT LOW -

TOP OF BLK.=+15'-4"

HSS8x8x5/8 GIRT LOW

HSS8x8x1/4 GIRT LOW (BOT. OF STL. EL.=7'-0 1/4") W/ L3x3x1/4

CONT. FOR STOREFRONT

ATTACHMENT (SEE 3/A2.5)

ANCHOR TO C.M.U. ONE END.

SEE SHT. S0.2 FOR TYPICAL

GIRT ANCHORAGE DETAILS

HSS8x8x5/8 GIRT

INTERM. (T.O.S=27'-1 1/2"

& LOW (B.O.S.=17'-0 3/8")

SUSPENDED CANOPY

BELOW. SEE SHT. S0.2

FOR SUPPORT DETAIL

S2.3

S2.4

J S

T B

R N

G E

L

J S

T B

R N

G E

L

/8

S2.3

BP-2

BP-2

S2.3

A

S2.2

W X

W X

W X

6' - 0" 6' - 0" 4' - 3"

W X

HSS6x6x1/2 BRACE

@ 6'-0"O.C., MAX.

HSS8x8x5/8 GIRT INTERM. & LOW

W16X67

W16X67

W X

W X

HSS4x4x1/4

BRACES. SEE A/S2.2

NOTE:

METAL BLDG. MFR. PROVIDE CANTIVERED

GIRT PAST BLDG. COL. TO CATCH

CORRESPONDING GIRT FROM FRONT..

NOTE:

OFFSET THESE (3)GIRTS BETWEEN COL. LINES "B" &

"E", 2" TO INSIDE TO AVOID INTERFERENCE W/ FULL

HT. ARCH. STOREFRONT. SEE SHT. S0.2 FOR GIRT

ANCHORAGE DETAILS. PROVIDE L4x4x1/4 TO

INTERMEDIATE GIRT FOR ANCHORAGE OF METAL

WALL PANEL @ TRANSITION.

H

H

G

1' - 7"26' - 5"1' - 0"

K

/4

HSS2 1/2x2 1/2x1/4

OUTLOOKERS @ 24"O.C.

HSS2 1/2x2 1/2x1/4

OUTLOOKERS @ 24"O.C.

S2.2

S2.2

S2.2

S2.2

14' - 9"

8"

11' - 0"

BP-3

BP-5

W16X26

W X

W16X26

BP-3

K

/4

BP-5

K

10K1

S2.4

1 1/2" DEEP, 22 GAGE, WIDE RIB STEEL DECK

W/ THE FOLLOWING MINIMUM SECTION

PROPERTIES PER FOOT OF WIDTH:

S=0.19 IN.3 I+=0.16 IN.4 I-=0.18 IN.4

LOW ROOF CONSTRUCTION

3" THICK NORMAL WEIGHT CONCRETE SLAB W/ 6x6- W2.1xW2.1 W.W.F., 3/4" CLEAR TOP, OVER STANDARD

GALVANIZED, 28 GAGE STEEL FORM DECK (3"

TOTAL), W/ THE FOLLOWING MINIMUM SECTION

PROPERTIES PER FOOT OF WIDTH:

S+=0.036 IN.3 S-=0.037 IN.3 I=0.011 IN.4

MEZZANINE FLOOR CONSTRUCTION

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t

M o n tg o m er y, A L

T el

. 3

. 2

. 5

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

06-16-23

S1.2

Mezzanine & Roof Framing Plans

W E

A P

O N

S L

O A

D C

R E

W T

R A

IN

IN

G

D A

N N

E L

L Y

F

IE

L D

FAKZ 039172 / 18138

MARCH 2023

1/8" = 1'-0"

ROOF FRAMING PLAN

1/8" = 1'-0"

MEZZANINE FRAMING PLAN

No. Revision Date

1 Addendum 1 6/16/23

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.7" 1' - 0"

TOP OF

BLK.

+10'-0"

/4

3/16

3/16

3/16

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1/4"x11"x11" WELD PLATE W/ (2)1/2"Øx4"

HEADED STUDS @

EA. JOIST

CONT. U-BLOCK W/

(2)#5 TOP & BOTTOM

L3x3x1/4 CONT.

6x6-W2.1xW2.1 W.W.F.

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.

7" 1' - 0"

TOP OF

BLK.

+10'-0"

/4

3/16

3/16

3/16

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1/4"x11"x11" WELD PLATE W/ (2)1/2"Øx4"

HEADED STUDS @

EA. OUTLOOKER

CONT. U-BLOCK W/

(2)#5 TOP & BOTTOM

L3x3x1/4 CONT.

6x6-W2.1xW2.1 W.W.F.

HSS2 1/2x2 1/2x1/4

OUTLOOKERS @

48"O.C., MAX.

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.

8"

TOP OF

BLK.

+10'-0"

/4

3/16

3/16

3/16

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1/4"x7"x7" WELD PLATE W/ (2)1/2"Øx4"

HEADED STUDS @

EA. OUTLOOKER

CONT. U-BLOCK W/

#5 TOP & BOTTOM

L3x3x1/4 CONT.

6x6-W2.1xW2.1 W.W.F.

HSS2 1/2x2 1/2x1/4

OUTLOOKERS @

48"O.C., MAX.

TOP OF BLK.

+12'-0"

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.1' - 0"

TOP OF

BLK.

+10'-0"

/4

3/16

3/16

3/16

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1/4"x11"x11" WELD PLATE W/ (2)1/2"Øx4"

HEADED STUDS @

EA. JOIST

CONT. U-BLOCK W/

(2)#5 TOP & BOTTOM

L3x3x1/4 CONT.

6x6-W2.1xW2.1 W.W.F.

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.

7" 1' - 0"

TOP OF

BLK.

+19'-4"

3/16

3/16

3/16

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1/4"x11"x11" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ EA. JOIST

CONT. U-BLOCK W/

(2)#5 TOP & BOTTOM

/4

SEE ARCH. DWGS.

FOR FINISH

3' - 4"

CAST STONE. SEE

ARCH. DWGS.

1 1/2" STEEL DECK

1/4"x4"x3" BENT

PLATE (LLV) CONT.

SEE ARCH. DWGS. FOR

EAVE & SOFFIT DETAILS

1/2

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.

1' - 0"

3/16

3/16

3/16

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1/4"x11"x11" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ EA. JOIST

CONT. U-BLOCK W/

(2)#5 TOP & BOTTOM

1 1/2" STEEL DECK

1/4"x3"x3" BENT

PLATE CONT.

SEE ARCH. DWGS. FOR

EAVE & SOFFIT DETAILS

1/2

TOP OF

BLK.

+20'-5 3/4"

METAL WALL PANEL.

SEE ARCH. DWGS.

TOP OF GIRT

+27'-1 1/2"

BOT. OF GIRT

+37'-1 1/2"

RIGID FRAME COL. &

RAFTER BEYOND.

4' - 4"

HSS GIRT. SEE

PLAN FOR SIZE

STANDING SEAM

METAL ROOF12

3/4

"Z" PURLINS (8" MIN.)

@ 5'-0"O.C., ON SLOPE

BY METAL BLDG. MFR.

8"

CONT. EAVE STRUT

OUTLOOKER BEYOND

BY METAL BLDG. MFR.

STOREFRONT.

SEE ARCH. DWGS.

CUT BLOCK AS REQ'D.

HSS GIRT. SEE

PLAN FOR SIZE

/4

WALL GIRT BY

METAL BLDG. MFR.

W.P.

+37'-0 5/8"

1/4"x3"x4" (LLV)

BENT PLATE CONT.

METAL WALL PANEL.

SEE ARCH. DWGS.

7' - 6"

1' - 10"

HT. VARIES W/

ROOF SLOPE

BOT. OF STL.

+30'-10 1/8"

SEE ARCH. DWGS. FOR

EAVE & SOFFIT DETAILS

END WALL FRAME

COL. BEYOND.

STANDING SEAM

METAL ROOF

"Z" PURLINS (8" MIN.)

@ 5'-0"O.C., ON SLOPE

BY METAL BLDG. MFR.

END WALL

FRAME RAFTER

HSS20x12 BEAM

L4x4x1/4 CONT.

(2)HSS12x8 JAMB

COL. BEYOND

RIGID FRAME

RAFTER

HANGAR BAY DOOR ASSEMBLY. SEE

ARCH. DWGS. & SPECS. - WELD

HEADER BOX TO STRUCTURE AS

REQ'D. BY DOOR MFR.

W8x24. SEE PLAN

FOR LOCATIONS.

3/16

3/16

TYP.

HSS6x6x1/2 DIAG. BRACE @ 6'-0"O.C. (EA.

W8x24 STRUT) & END OF HSS20x12 BEAM

@ COL. - OMIT W8 AND ANCHOR DIRECTLY

TO FRAME RAFTER WHERE W8 IS NO

LONGER ACCESSIBLE.

PW=18k

NOTE:

PRE-ENG. METAL BLDG. MFR.

DESIGN END WALL FRAME FOR

18k HORIZONTAL LOADS @ EA.

HSS20x8 JAMB COLUMN.

4"

WALL GIRT BY

METAL BLDG. MFR.

2' - 6"

1/2" PLATE CONNECTION

W/ MAX. NO. OF BOLTS

FOR DEPTH OF BEAM

DOUBLE ANGLE

CONNECTION W/ MAX.

NO. OF BOLTS FOR

DEPTH OF BEAM

HSS COLUMN. SEE

PLAN FOR SIZE

1 1/2"x12"x1'-0" CAP

PLATE W/ (4)3/4"Ø BOLTS

SEE PLAN FOR

BEAM SIZE, TYP.

HSS4x4x1/4 DIAG. BRACES

UP TO ADJACENT JOIST

TOP CHORD PANEL

POINT - 2 DIRECTIONS.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t

M o n tg o m er y, A L

T el

. 3

. 2

. 5

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

06-16-23

S2.2

Sections and Details

W E

A P

O N

S L

O A

D C

R E

W T

R A

IN

IN

G

D A

N N

E L

L Y

F

IE

L D

FAKZ 039172 / 18138

MARCH 2023

3/4" = 1'-0"S2.2

1 SECTION

3/4" = 1'-0"S2.2

2 SECTION

3/4" = 1'-0"S2.2

3 SECTION

3/4" = 1'-0"S2.2

4 SECTION

3/4" = 1'-0"S2.2

6 SECTION

3/4" = 1'-0"S2.2

5 SECTION

3/4" = 1'-0"S2.2

7 SECTION

3/4" = 1'-0"S2.2

A DETAIL

No. Revision Date

1 Addendum 1 6/16/23

2 Addendum 2 7/19/23

1 1

SEE ARCH. DWGS. FOR

EAVE & SOFFIT DETAILS

METAL WALL PANEL.

SEE ARCH. DWGS.

W.P.

+31'-6 1/8"

RIGID FRAME COL. &

RAFTER BEYOND.

HSS GIRT. SEE

PLAN FOR SIZE

STANDING SEAM

METAL ROOF

"Z" PURLINS (8" MIN.)

@ 5'-0"O.C., ON SLOPE

BY METAL BLDG. MFR.

CONT. EAVE STRUT

OUTLOOKER BEYOND

BY METAL BLDG. MFR.

WALL GIRT BY

METAL BLDG. MFR.

4' - 4"

TOP OF GIRT

+13'-4 1/4"

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

CONT. U-BLOCK W/

#5 TOP & BOTTOM

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #4.

7" 8"

1/4"x7"x7" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ 48"O.C.

HSS GIRT. SEE

PLAN FOR SIZE

BOT. OF STL.

+19'-3 5/8"

CAST STONE. SEE

ARCH. DWGS.

3/4

STOREFRONT. SEE

ARCH. DWGS.

3/8"x1'-4" PLATE CONT.

8 1/4" 8"

WALL GIRT BY METAL

BLDG. MFR. LOCATE

GIRT AS REQ'D. FOR

SUPPORT @ WALL

PANEL / MASONRY

TRANSITION

SEE ARCH. DWGS. FOR

EAVE & SOFFIT DETAILS

METAL WALL PANEL.

SEE ARCH. DWGS.

W.P.

+31'-6 1/8"

RIGID FRAME COL. &

RAFTER BEYOND.

HSS GIRT. SEE

PLAN FOR SIZE

STANDING SEAM

METAL ROOF

"Z" PURLINS (8" MIN.)

@ 5'-0"O.C., ON SLOPE

BY METAL BLDG. MFR.

CONT. EAVE STRUT

OUTLOOKER BEYOND

BY METAL BLDG. MFR.

WALL GIRT BY

METAL BLDG. MFR.

4' - 4"

TOP OF GIRT

+13'-4 1/4"

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

CONT. U-BLOCK W/

#5 TOP & BOTTOM

#4 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #4.

7" 8"

1/4"x7"x7" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ 48"O.C.

HSS GIRT. SEE

PLAN FOR SIZE

BOT. OF GIRT

+19'-4"

3/4

WALL GIRT BY METAL

BLDG. MFR. LOCATE

GIRT AS REQ'D. FOR

SUPPORT @ WALL

PANEL / MASONRY

TRANSITION

8"x1 5/8"x16GA. 'C'

STUDS @ 16"O.C.

SHEATHING. SEE

ARCH. DWGS.

MASONRY TIES @

16"O.C. EA. WAY

1/4"x3"x4" (LLV)

BENT PLATE CONT.

4' - 9 1/2"

HT. VARIES W/

ROOF SLOPE

SEE ARCH. DWGS. FOR

EAVE & SOFFIT DETAILS

STANDING SEAM

METAL ROOF

"Z" PURLINS (8" MIN.)

@ 5'-0"O.C., ON SLOPE

BY METAL BLDG. MFR.

END WALL

FRAME RAFTER

3/16

3/16

1/4"x11"x11" WELD PLATE W/ (2)1/2"Øx4"

HEADED STUDS @

EA. OUTLOOKER

CONT. U-BLOCK W/

(2)#5 TOP & BOTTOM

1 1/2" STEEL DECK

L3x3x1/4 CONT.

STEP U-BLOCK AS REQ'D.

SEE SHT. S0.1 FOR TYPICAL

U-BLOCK STEP DETAIL.

HSS3 1/2x3 1/2x1/4

OUTLOOKERS @

48"O.C., MAX.

V A

R

IE

S W

R

O O

F S

L O

P E

TOP OF GIRT

+27'-1 1/2" HSS GIRT. SEE

PLAN FOR SIZE

STOREFRONT.

SEE ARCH. DWGS.

METAL WALL PANEL.

SEE ARCH. DWGS.

WALL GIRT BY

METAL BLDG. MFR.

1' - 0"

L4x4x1/4 CONT.

#5 @ EA. JAMB & @

48"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

TOP OF BM.

SEE PLAN

3/16

3/16

1 1/2" STEEL DECK

1/2

SEE PLAN FOR

BEAM SIZE

/2

#5 @ EA. JAMB & @

24"O.C., CENTERED. FILL

CELLS W/ CONC. FULL HT.

OF WALL ONLY @ #5.

8"

TOP OF

BLK.

+10'-0"

/4

3/16

3/16

CONT. HORIZ. MAS-

ONRY JOINT REINF.

@ 16"O.C., VERT.

1/4"x7"x7" WELD PLATE W/ (2)1/2"Øx4" HEADED

STUDS @ EA. JOIST

CONT. U-BLOCK W/

#5 TOP & BOTTOM

6x6-W2.1xW2.1 W.W.F.

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th C o u rt S tr ee t

M o n tg o m er y, A L

T el

. 3

. 2

. 5

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

06-16-23

S2.4

Sections and Details

W E

A P

O N

S L

O A

D C

R E

W T

R A

IN

IN

G

D A

N N

E L

L Y

F

IE

L D

FAKZ 039172 / 18138

MARCH 2023

3/4" = 1'-0"S2.4

1 SECTION

3/4" = 1'-0"S2.4

2 SECTION

3/4" = 1'-0"S2.4

3 SECTION

3/4" = 1'-0"S2.4

4 SECTION

3/4" = 1'-0"S2.4

5 SECTION

No. Revision Date

1 Addendum 1 6/16/23

1 1

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

L

T el

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

W E

A P

O N

S L

O A

D C

R E

W

T R

A

IN

IN

G

F A

C

IL

IT

Y

D A

N N

E L

L Y

F

IE

L D

MARCH 2023

ASR

TLH

No. Revision Date

HHB Engineers, P.C.

FAKZ 039172 / 18138

MECHANICAL

LEGENDS AND

GENERAL NOTES

M0.1

1 ADDENDUM #2 07-20-2023

AutoCAD SHX Text

POSITIVE PRESSURE DUCT OR DEVICE

AutoCAD SHX Text

NEGATIVE PRESSURE DUCT OR DEVICE

AutoCAD SHX Text

SPLITTER/DAMPER

AutoCAD SHX Text

ELBOW WITH TURNING VANES

AutoCAD SHX Text

DUCTWORK TO BE REMOVED

AutoCAD SHX Text

DUCTWORK TO REMAIN

AutoCAD SHX Text

ROUND BRANCH DUCT WITH VOLUME DAMPER

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

STEAM TRAP

AutoCAD SHX Text

LIMIT OF DEMOLITION

AutoCAD SHX Text

CONNECTION OF NEW TO EXISTING

AutoCAD SHX Text

LOW PRESSURE STEAM

AutoCAD SHX Text

LOW PRESSURE CONDENSATE

AutoCAD SHX Text

GLOBE VALVE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

RELIEF VALVE

AutoCAD SHX Text

FLANGE

AutoCAD SHX Text

UNION

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

MAKE-UP WATER

AutoCAD SHX Text

BALL VALVE

AutoCAD SHX Text

THERMOMETER

AutoCAD SHX Text

PRESSURE GAUGE

AutoCAD SHX Text

STRAINER WITH BLOWDOWN

AutoCAD SHX Text

TWO-WAY CONTROL VALVE

AutoCAD SHX Text

CIRCUIT SETTER

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

WITH COCK

AutoCAD SHX Text

THREE-WAY CONTROL VALVE

AutoCAD SHX Text

AUTOMATIC AIR VENT

AutoCAD SHX Text

HORIZONTAL INSTALLED FIRE

AutoCAD SHX Text

DAMPER WITH ACCESS

AutoCAD SHX Text

OR

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text

RV

AutoCAD SHX Text

MU

AutoCAD SHX Text

%%UHVAC LEGEND

AutoCAD SHX Text

DAMPER WITH ACCESS

AutoCAD SHX Text

VERTICAL INSTALLED FIRE

AutoCAD SHX Text

AHU

AutoCAD SHX Text

APD

AutoCAD SHX Text

AS

AutoCAD SHX Text

BVP

AutoCAD SHX Text

AD

AutoCAD SHX Text

%%UABBREVIATIONS

AutoCAD SHX Text

AIR HANDLING UNIT

AutoCAD SHX Text

ACCESS DOOR

AutoCAD SHX Text

AIR SEPARATOR

AutoCAD SHX Text

BACKFLOW PREVENTER

AutoCAD SHX Text

CD

AutoCAD SHX Text

CLG

AutoCAD SHX Text

CR

AutoCAD SHX Text

CONN

AutoCAD SHX Text

CFM

AutoCAD SHX Text

EACH

AutoCAD SHX Text

CWS

AutoCAD SHX Text

CWR

AutoCAD SHX Text

EA

AutoCAD SHX Text

EDB

AutoCAD SHX Text

DB

AutoCAD SHX Text

CEILING DIFFUSER

AutoCAD SHX Text

CEILING

AutoCAD SHX Text

CUBIC FEET PER MINUTE

AutoCAD SHX Text

CONNECTION

AutoCAD SHX Text

CHILLED WATER SUPPLY

AutoCAD SHX Text

CHILLED WATER RETURN

AutoCAD SHX Text

DRY BULB

AutoCAD SHX Text

ENTERING DRY BULB

AutoCAD SHX Text

CONDENSATE RETURN

AutoCAD SHX Text

AIR PRESSURE DROP, INCHES

AutoCAD SHX Text

EWB

AutoCAD SHX Text

EAT

AutoCAD SHX Text

ESP

AutoCAD SHX Text

EWT

AutoCAD SHX Text

FD

AutoCAD SHX Text

FLA

AutoCAD SHX Text

FV

AutoCAD SHX Text

FPM

AutoCAD SHX Text

FT

AutoCAD SHX Text

ENTERING WET BULB

AutoCAD SHX Text

FIRE DAMPER

AutoCAD SHX Text

FULL LOAD AMPERES

AutoCAD SHX Text

FEET (OF FOOT)

AutoCAD SHX Text

FEET PER MINUTE

AutoCAD SHX Text

FACE VELOCITY

AutoCAD SHX Text

GAUGE

AutoCAD SHX Text

GA

AutoCAD SHX Text

GALV

AutoCAD SHX Text

GPM

AutoCAD SHX Text

HP

AutoCAD SHX Text

HWR

AutoCAD SHX Text

LAT

AutoCAD SHX Text

HWS

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

GALLONS PER MINUTE

AutoCAD SHX Text

HORSEPOWER

AutoCAD SHX Text

HOT WATER SUPPLY

AutoCAD SHX Text

HOT WATER RETURN

AutoCAD SHX Text

ENTERING AIR TEMPERATURE

AutoCAD SHX Text

EXTERNAL STATIC PRESSURE

AutoCAD SHX Text

ENTERING WATER TEMPERATURE

AutoCAD SHX Text

LEAVING AIR TEMPERATURE

AutoCAD SHX Text

LDB

AutoCAD SHX Text

LPS

AutoCAD SHX Text

LWT

AutoCAD SHX Text

LWB

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

MU

AutoCAD SHX Text

MBH

AutoCAD SHX Text

OA

AutoCAD SHX Text P

AutoCAD SHX Text

MVD

AutoCAD SHX Text

LEAVING DRY BULB

AutoCAD SHX Text

LEAVING WET BULB

AutoCAD SHX Text

1000 BTU PER HOUR

AutoCAD SHX Text

MAKE-UP (WATER)

AutoCAD SHX Text

MANUAL VOLUME DAMPER

AutoCAD SHX Text

OUTSIDE AIR

AutoCAD SHX Text

LOW PRESSURE STEAM

AutoCAD SHX Text

RLA

AutoCAD SHX Text

SS

AutoCAD SHX Text

SWD

AutoCAD SHX Text

SP

AutoCAD SHX Text

WB

AutoCAD SHX Text

TSP

AutoCAD SHX Text %%C

AutoCAD SHX Text

WPD

AutoCAD SHX Text

RATED LOAD AMPS

AutoCAD SHX Text

STATIC PRESSURE

AutoCAD SHX Text

STAINLESS STEEL

AutoCAD SHX Text

SIDE WALL DIFFUSER

AutoCAD SHX Text

TOTAL STATIC PRESSURE

AutoCAD SHX Text

WET BULB

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text

LEAVING WATER TEMPERATURE

AutoCAD SHX Text

WATER PRESSURE DROP, FEET

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text

DROP IN DUCT

AutoCAD SHX Text

RISE IN DUCT

AutoCAD SHX Text

FLAT OVAL DUCT

AutoCAD SHX Text

PA

AutoCAD SHX Text

PIPE ANCHORS

AutoCAD SHX Text

RETURN AIR GRILLE

AutoCAD SHX Text

RAG

AutoCAD SHX Text

VARIABLE AIR VOLUME BOX

AutoCAD SHX Text

VAV

AutoCAD SHX Text T

AutoCAD SHX Text

THERMOSTAT WITH UNIT DESIGNATION

AutoCAD SHX Text

NLL

AutoCAD SHX Text

MARK-TIME SWITCH

AutoCAD SHX Text

NIGHT LOW LIMIT THERMOSTAT

AutoCAD SHX Text

AutoCAD SHX Text

MT

AutoCAD SHX Text

UNDERCUT DOOR, 3/4"

AutoCAD SHX Text

UC

AutoCAD SHX Text U.G.

AutoCAD SHX Text

UNDERGROUND

AutoCAD SHX Text

EXHAUST FAN

AutoCAD SHX Text

EF

AutoCAD SHX Text

ABOVE FINISHED FLOOR

AutoCAD SHX Text

AFF

AutoCAD SHX Text

DP

AutoCAD SHX Text

DUCT STATIC PRESSURE SENSOR

AutoCAD SHX Text

MARK

AutoCAD SHX Text

CFM

AutoCAD SHX Text

CEILING SUPPLY DIFFUSER

AutoCAD SHX Text

VFD

AutoCAD SHX Text

VARIABLE FREQUENCY DRIVE

AutoCAD SHX Text

RL

AutoCAD SHX Text

REFRIGERANT LIQUID

AutoCAD SHX Text

REFRIGERANT SUCTION

AutoCAD SHX Text

RS

AutoCAD SHX Text

DETAIL AND SECTION DESIGNATION

AutoCAD SHX Text

SECTION NUMBER

AutoCAD SHX Text

SHEET ON WHICH SECTION IS DRAWN

AutoCAD SHX Text

SHEET(S) ON WHICH SECTION IS REFERENCED

AutoCAD SHX Text

SECTION OR DETAIL NUMBER

AutoCAD SHX Text

SHEET ON WHICH DETAIL IS DRAWN

AutoCAD SHX Text

SHEET(S) ON WHICH DETAIL IS REFERENCED

AutoCAD SHX Text

ELEVATION MARK

AutoCAD SHX Text

SHEET ON WHICH ELEVATION IS DRAWN

AutoCAD SHX Text

SHEET(S) ON WHICH ELEVATION IS REFERENCED

AutoCAD SHX Text

MOUNT 60" AFF UNLESS NOTED OTHERWISE

AutoCAD SHX Text N:\2021jobs\221048\Drawings\MECH\Weapons Load Crew Training Facility\Sheets\M0.1 MECHANICAL LEGENDS AND GENERAL NOTES.dwg

AutoCAD SHX Text Cuong Tran

AutoCAD SHX Text

7/19/2023 4:43 PM

AutoCAD SHX Text

PRATTVILLE, AL 334/358-2707

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text MECHANICAL GENERAL NOTES: 1. THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES FOR REQUIRED OPENINGS IN WALLS, FOUNDATIONS FLOORS AND ROOFS. THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES FOR REQUIRED OPENINGS IN WALLS, FOUNDATIONS FLOORS AND ROOFS. 2. ALL FLOOR AND MEZZANINE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED ON 4” NOMINAL CONCRETE HOUSEKEEPING PAD. ALL FLOOR AND MEZZANINE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED ON 4” NOMINAL CONCRETE HOUSEKEEPING PAD. NOMINAL CONCRETE HOUSEKEEPING PAD. 3. ALL EXTERIOR GRADE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED ON 4” NOMINAL CONCRETE HOUSEKEEPING PAD, 4” LARGER THAN EQUIPMENT EACH WAY. ALL EXTERIOR GRADE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED ON 4” NOMINAL CONCRETE HOUSEKEEPING PAD, 4” LARGER THAN EQUIPMENT EACH WAY. NOMINAL CONCRETE HOUSEKEEPING PAD, 4” LARGER THAN EQUIPMENT EACH WAY. LARGER THAN EQUIPMENT EACH WAY. 4. OUTSIDE AIR INLETS TO BE LOCATED IN MINIMUM 10 FEET FROM ANY EXHAUST AIR OUTLET OR PLUMBING VENT STACK. COORDINATE WITH THE PLUMBING AND GENERAL CONTRACTOR IN THE FIELD. OUTSIDE AIR INTAKES FOR OUTSIDE AIR INLETS TO BE LOCATED IN MINIMUM 10 FEET FROM ANY EXHAUST AIR OUTLET OR PLUMBING VENT STACK. COORDINATE WITH THE PLUMBING AND GENERAL CONTRACTOR IN THE FIELD. OUTSIDE AIR INTAKES FOR BUILDING VENTILATION SHALL BE LOCATED AS PER IMC 2015. 5. THE MECHANICAL CONTRACTOR IS TO VERIFY MECHANICAL EQUIPMENT LOCATIONS AND BE RESPONSIBLE FOR ALL RELATED CLEARANCES IN THE FIELD. PROVIDE ADEQUATE MAINTENANCE CLEARANCE AROUND EACH PIECE OF THE MECHANICAL CONTRACTOR IS TO VERIFY MECHANICAL EQUIPMENT LOCATIONS AND BE RESPONSIBLE FOR ALL RELATED CLEARANCES IN THE FIELD. PROVIDE ADEQUATE MAINTENANCE CLEARANCE AROUND EACH PIECE OF EQUIPMENT PER THE MANUFACTURERS RECOMMENDATIONS. PROVIDE CLEARANCE IN FRONT OF ELECTRICAL PANELS AND OTHER ELECTRICAL EQUIPMENT PER THE NATIONAL ELECTRICAL CODE REQUIREMENTS. COORDINATE WITH THE ELECTRICAL AND GENERAL CONTRACTORS IN THE FIELD. CONTRACTOR SHALL VERIFY THAT EQUIPMENT FITS IN SPACE PRIOR TO ORDERING EQUIPMENT. 6. PROVIDE WATER PROOF SEALING OF PIPE AND DUCT PENETRATIONS OF EXTERIOR WALLS, MEZZANINE FLOOR, AND/OR ROOF. PROVIDE WATER PROOF SEALING OF PIPE AND DUCT PENETRATIONS OF EXTERIOR WALLS, MEZZANINE FLOOR, AND/OR ROOF. 7. INSTALL EQUIPMENT AND DUCTWORK TO MANUFACTURER'S RECOMMENDED CLEARANCES. INSTALL EQUIPMENT AND DUCTWORK TO MANUFACTURER'S RECOMMENDED CLEARANCES. 8. PROVIDE FLEXIBLE DUCT, FIRE CONNECTIONS, AND VIBRATION ISOLATORS FOR INTERNALLY ISOLATED UNITS. PROVIDE FLEXIBLE DUCT, FIRE CONNECTIONS, AND VIBRATION ISOLATORS FOR INTERNALLY ISOLATED UNITS. 9. DO NOT MOUNT DISCONNECT SWITCHES ON HVAC EQUIPMENT EXCEPT AS RECOMMENDED BY MANUFACTURER. DO NOT MOUNT DISCONNECT SWITCHES ON HVAC EQUIPMENT EXCEPT AS RECOMMENDED BY MANUFACTURER. 10. ALL ROUND FLEXIBLE DUCT TO BE FACTORY PRE-INSULATED WITH CORRUGATED ALUMINUM LINER. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT RUNOUT TO BE 5”-0”. ALL ROUND FLEXIBLE DUCT TO BE FACTORY PRE-INSULATED WITH CORRUGATED ALUMINUM LINER. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT RUNOUT TO BE 5”-0”. -0”. . 11. SUPPLY AIR DUCTWORK FOR SINGLE ZONE UNITS TO BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”. SUPPLY AIR DUCTWORK FOR SINGLE ZONE UNITS TO BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”. SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”. A”. . 12. RETURN/RELIEF AIR DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “B”. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. RETURN/RELIEF AIR DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “B”. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. W.G. SEAL CLASS “B”. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. B”. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. . DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. 13. OUTSIDE AIR INTAKE DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “A”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. OUTSIDE AIR INTAKE DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “A”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. W.G. SEAL CLASS “A”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. A”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. , EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. 14. EXHAUST AIR DUCTWORK SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “B”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. EXHAUST AIR DUCTWORK SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “B”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. W.G. SEAL CLASS “B”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. B”, EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. , EXTERNALLY INSULATED. DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. 15. FOR AHU-1 SUPPLY AIR DUCTWORK INSIDE HANGER TO BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”, DOUBLE WALL GALVANIZED STEEL SPIRAL WITH 1” INSULATION. SUPPLY DUCT AT MEZZANINE TO BE FOR AHU-1 SUPPLY AIR DUCTWORK INSIDE HANGER TO BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”, DOUBLE WALL GALVANIZED STEEL SPIRAL WITH 1” INSULATION. SUPPLY DUCT AT MEZZANINE TO BE SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”, DOUBLE WALL GALVANIZED STEEL SPIRAL WITH 1” INSULATION. SUPPLY DUCT AT MEZZANINE TO BE A”, DOUBLE WALL GALVANIZED STEEL SPIRAL WITH 1” INSULATION. SUPPLY DUCT AT MEZZANINE TO BE , DOUBLE WALL GALVANIZED STEEL SPIRAL WITH 1” INSULATION. SUPPLY DUCT AT MEZZANINE TO BE INSULATION. SUPPLY DUCT AT MEZZANINE TO BE RECTANGULAR BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”, WITH 1-1/2” THICK DUCT WRAP. ALL JOINTS AND SEALS TO HAVE FIELD APPLIED MASTIC. SPIRAL DUCT AND DUCT TRANSITION IN THE HANGER TO SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”, WITH 1-1/2” THICK DUCT WRAP. ALL JOINTS AND SEALS TO HAVE FIELD APPLIED MASTIC. SPIRAL DUCT AND DUCT TRANSITION IN THE HANGER TO A”, WITH 1-1/2” THICK DUCT WRAP. ALL JOINTS AND SEALS TO HAVE FIELD APPLIED MASTIC. SPIRAL DUCT AND DUCT TRANSITION IN THE HANGER TO , WITH 1-1/2” THICK DUCT WRAP. ALL JOINTS AND SEALS TO HAVE FIELD APPLIED MASTIC. SPIRAL DUCT AND DUCT TRANSITION IN THE HANGER TO THICK DUCT WRAP. ALL JOINTS AND SEALS TO HAVE FIELD APPLIED MASTIC. SPIRAL DUCT AND DUCT TRANSITION IN THE HANGER TO HAVE PAINT GRIP TO ALLOW FIELD PAINTING. 16. WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS: WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS: - UFC 3-401-01, JULY 2013, CHANGE 1 UFC 3-401-01, JULY 2013, CHANGE 1 - UFC 4-410-01, 1 JULY 2019, CHANGE 2 UFC 4-410-01, 1 JULY 2019, CHANGE 2 - UFC 211-01 13 APRIL 2017, CHANGE 2 MAY 18, 2020 UFC 211-01 13 APRIL 2017, CHANGE 2 MAY 18, 2020 17. THE WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS AS REFERENCED AND AMENDED BY THE APPROPRIATE UFC THE WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS AS REFERENCED AND AMENDED BY THE APPROPRIATE UFC - 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL MECHANICAL CODE - 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FUEL GAS CODE - NATIONAL FIRE PROTECTION AGENCY (NFPA) NATIONAL FIRE PROTECTION AGENCY (NFPA) - AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE) AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE) 18. PAINT ALL EXPOSED DUCTWORK. COORDINATE COLOR WITH ARCHITECTURAL. PAINT ALL EXPOSED DUCTWORK. COORDINATE COLOR WITH ARCHITECTURAL. 19. TRANSITION DUCT AS NECESSARY FROM SIZE INDICATED TO UNIT CONNECTION OPENING. TRANSITIONS SHALL BE PER SMACNA STANDARDS. TRANSITION DUCT AS NECESSARY FROM SIZE INDICATED TO UNIT CONNECTION OPENING. TRANSITIONS SHALL BE PER SMACNA STANDARDS. 20. SUPPLY AIR DIFFUSERS MUST BE COMPATIBLE WITH THE CEILING GRID. SEE REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL LIGHTING AND OTHER CEILING OUTLETS. SUPPLY AIR DIFFUSERS MUST BE COMPATIBLE WITH THE CEILING GRID. SEE REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL LIGHTING AND OTHER CEILING OUTLETS. 21. ACCESS DOORS SHALL BE IN CEILINGS FOR ALL DAMPERS, VALVES AND EQUIPMENT LOCATED ABOVE RIGID CEILINGS. COORDINATE ACCESS DOOR LOCATIONS WITH ARCHITECTURAL. ACCESS DOORS SHALL BE IN CEILINGS FOR ALL DAMPERS, VALVES AND EQUIPMENT LOCATED ABOVE RIGID CEILINGS. COORDINATE ACCESS DOOR LOCATIONS WITH ARCHITECTURAL. 22. ALL EXPOSED EXTERIOR INSULATED PIPING SHALL BE PROVIDED WITH A ALUMINUM JACKET. ALL EXPOSED EXTERIOR INSULATED PIPING SHALL BE PROVIDED WITH A ALUMINUM JACKET. 23. HANGER WALL RETURN TO BE ALL ALUMINUM 4” FIXED BLADE LOUVER, NO BIRD OR BUG SCREEN, FACTORY APPLIED FINISH SELECTED BY CONTRACTING OFFICER. HANGER WALL RETURN TO BE ALL ALUMINUM 4” FIXED BLADE LOUVER, NO BIRD OR BUG SCREEN, FACTORY APPLIED FINISH SELECTED BY CONTRACTING OFFICER. FIXED BLADE LOUVER, NO BIRD OR BUG SCREEN, FACTORY APPLIED FINISH SELECTED BY CONTRACTING OFFICER. 24. OUTSIDE AIR INTAKE LOUVER TO BE ALL ALUMINUM 4” DRAINABLE BLADE LOUVER -SEE SPECIFICATIONS. ANODIZED APPLIED FINISH SELECTED BY CONTRACTING OFFICER. OUTSIDE AIR INTAKE LOUVER TO BE ALL ALUMINUM 4” DRAINABLE BLADE LOUVER -SEE SPECIFICATIONS. ANODIZED APPLIED FINISH SELECTED BY CONTRACTING OFFICER. DRAINABLE BLADE LOUVER -SEE SPECIFICATIONS. ANODIZED APPLIED FINISH SELECTED BY CONTRACTING OFFICER.

AutoCAD SHX Text

Sheet Number

Sheet Title

Project Title

Job Number

Date

Drawn By

Checked By

S o u th

C o u rt

S tr ee t

M o n tg o m er y, A

L

T el

W W W .S S L A R C H .C O M

A R

C H

IT

E

C T

U R

E

I N

T E

R

IO

R D

E S

IG

N

W E

A P

O N

S L

O A

D C

R E

W

T R

A

IN

IN

G

F A

C

IL

IT

Y

D A

N N

E L

L Y

F

IE

L D

MARCH 2023

ASR

TLH

No. Revision Date

HHB Engineers, P.C.

FAKZ 039172 / 18138

PLUMBING

DETAILS

P0.2

1 ADDENDUM #2 07-20-2023

AutoCAD SHX Text

COMPRESSED AIR SYSTEM DIAGRAM

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text P0.2

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

TRAP

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

FLEXIBLE CONNECTOR

AutoCAD SHX Text

SEPERATOR

AutoCAD SHX Text

AC

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 2"

AutoCAD SHX Text

RECEIVER

AutoCAD SHX Text

TANK

AutoCAD SHX Text

RELIEF VALVE

AutoCAD SHX Text

SET AT 150 PSI

AutoCAD SHX Text

AD

AutoCAD SHX Text

AutoCAD SHX Text

AD

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text C

AutoCAD SHX Text P0.2

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

SHOP COMPRESSED AIR STATION DETAIL

AutoCAD SHX Text

3/4" FROM MAIN OR BRANCH

AutoCAD SHX Text

3" DIA SCH 40 STEEL PIPE

AutoCAD SHX Text

BLOW-DOWN VALVE, 24" AFF

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text

4" CONCRETE PAD

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

FD

AutoCAD SHX Text

FD

AutoCAD SHX Text

NC

AutoCAD SHX Text

NC

AutoCAD SHX Text

NO

AutoCAD SHX Text

NO

AutoCAD SHX Text

NO

AutoCAD SHX Text

NO

AutoCAD SHX Text

PRESSURE TRANSMITTER FOR HVAC DDC

AutoCAD SHX Text

%%UKEYED NOTES

AutoCAD SHX Text 3 MICRON COALESCING SEPERATOR/FILTER .01 MICRON HIGH EFFICIENCY COALESCING FILTER PROVIDE FACTORY CONTROL PANEL FOR LEAD/LAG OPERATION OF AIR COMPRESSORS. PRESSURE TRANSMITTER FOR HVAC DDC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MAIN REGULATOR SETPOINT 100 SCFM, 125 PSI DELIVERY PRESSURE

AutoCAD SHX Text T

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

TRAP

AutoCAD SHX Text 3/4"

AutoCAD SHX Text

FLEXIBLE CONNECTOR

AutoCAD SHX Text

SEPERATOR

AutoCAD SHX Text

AC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PRESSURE GAUGE WITH GAUGE COCK

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text

MOISTURE TRAP TYPICAL

AutoCAD SHX Text B

AutoCAD SHX Text P0.2

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

END OF MAIN DRAIN DETAIL

AutoCAD SHX Text NOTE: STACK AIR DRYERS VERTICAL IN WELDED STEEL FRAME, PROVIDE NEOPRENE ISOLATION PADS PROVIDE CONCRETE PAD FOR BOTTOM UNIT.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FM

AutoCAD SHX Text

REGULATOR TO HAVE UNION CONNECTIONS

AutoCAD SHX Text

COMPRESSOR AIR MASS FLOW METER, SEE MECH. PLANS

AutoCAD SHX Text

PROVIDE MAXIMUM DELIVERY SETPOINT 135 PSI

AutoCAD SHX Text

PRESSURE RELIEF VALVE SET AT 145 PSIG

AutoCAD SHX Text

ASSEMBLY

AutoCAD SHX Text

INTO A SINGLE

AutoCAD SHX Text

COMBINED

AutoCAD SHX Text

MAY BE

AutoCAD SHX Text

LINE OILER

AutoCAD SHX Text

LINE FILTER

AutoCAD SHX Text

PRESSURE GAUGE

AutoCAD SHX Text

UNION (TYP.)

AutoCAD SHX Text

PRESSURE REGULATOR

AutoCAD SHX Text

1" AIR DROP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1/2" DRIP LEG AND TEST PORT, EACH LOCATION

AutoCAD SHX Text

ANCHOR TO WALL OR STRUCTURE

AutoCAD SHX Text

BRANCH FROM TOP OF MAIN

AutoCAD SHX Text

FEMALE QUICK CONNECT: 1/4" A-A-59439 TYPE 1, CLASS A, STYLE 2

AutoCAD SHX Text

FEMALE QUICK CONNECT: 1/2" CAN-3R35, NSN 4730-01-402-1355

AutoCAD SHX Text

100 SCFM, 125 TO 80

AutoCAD SHX Text

36, VERIFY WITH CONTRACTING OFFICER

AutoCAD SHX Text

PSI DELIVERY

AutoCAD SHX Text 4" WATERTIGHT BOX IN 18"x18"x6" CONCRETE PAD FLUSH W/FINISHED GRADE

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

TURNBUCKLE

AutoCAD SHX Text

1/2" BOLT

AutoCAD SHX Text

CONCRETE BALLAST PER TANK MANUFACTURER RECCOMENDATIONS

AutoCAD SHX Text P0.2

AutoCAD SHX Text E

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

BURIED STORAGE TANK DETAIL

AutoCAD SHX Text

3" VENT, SEE PLANS

AutoCAD SHX Text

24" MANHOLE WITH AIR-TIGHT COVER AND ACCESS RISER TO TANK TWO PLACES

AutoCAD SHX Text

4" SUCTION RISER

AutoCAD SHX Text

LEVEL TRANSMITTER PROVIDED WITH STORAGE TANK

AutoCAD SHX Text

ANCHOR STRAP

AutoCAD SHX Text

2" PVC INTAKE THRU WALL TO VENT CAP

AutoCAD SHX Text P0.2

AutoCAD SHX Text D

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

WATER HEATER WHR-1 DETAIL

AutoCAD SHX Text

DOMESTIC COLD WATER

AutoCAD SHX Text

CONDENSATE TO SINGLE ACID NEUTRALIZER

AutoCAD SHX Text

THERMAL EXPANSION TANK

AutoCAD SHX Text

DOMESTIC HOT WATER (120°F)

AutoCAD SHX Text

FULL PORT VALVE

AutoCAD SHX Text

FLASHING

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

CONCENTRIC TERMINATION

AutoCAD SHX Text

UL 1738 PVC VENT

AutoCAD SHX Text

SPRING ISOLATED CONCRETE INERTIA PAD (EACH A/C UNIT)

AutoCAD SHX Text 1-1/2"

AutoCAD SHX Text

5000 GALLON TANK

AutoCAD SHX Text N:\2021jobs\221048\Drawings\MECH\Weapons Load Crew Training Facility\Sheets\P0.2 PLUMBING DETAILS.dwg

AutoCAD SHX Text Cuong Tran

AutoCAD SHX Text

7/19/2023 5:07 PM

AutoCAD SHX Text

PRATTVILLE, AL 334/358-2707

AutoCAD SHX Text

CONSULTING ENGINEERS

AutoCAD SHX Text

PLUMBING 220000 - 1

F:35 Weapons Load Train. FAKZ039172 / 18138 March 2023

187th Fighter Wing, Dannelly Field, ANG Type B3 (100%) Submittal

Montgomery, AL Revised July 20, 2023

SECTION 220000 - PLUMBING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. General Provisions of the Contract, including Requirements of the Government’s Solicitation, and Division 1 - General Requirements, apply to the work specified in this Section.

B. Excavation and backfill, DIVISION 2.

C. Painting, DIVISION 9.

D. Toilet Room Accessories, DIVISION 10.

E. Electrical, DIVISION 26.

F. All parts of this Section of the Specification take precedence over other sections of Division 22 and 23 (in connection with Plumbing work) unless noted otherwise.

G. Comply with Section 230000 with it in its entirety, including “PRIOR APPROVAL” requirements.

H. Insulation, Section 230917.

1.2 DESCRIPTION OF WORK

A. The work to be performed under this Section of the work shall consist of but is not limited to the following general categories.

1. Provide complete and operable plumbing systems to serve all plumbing fixtures, equipment, hose bibbs, air conditioning equipment, etc.

1.3 SCOPE

A. The plumbing system for this work includes all cold water distribution, domestic water heating and distribution, vents and wastes, floor drainage, natural gas distribution, plumbing fixtures and trim, connection of equipment furnished by others, assisting the other trades in the connection of the gas equipment to the gas supply and the fuel oil storage system. All other items indicated on drawings or described in these specifications, and all other plumbing items needed for a complete and proper installation. (See "General Conditions" and "Scope of Work", and "Mechanical

General Provisions" which is a part of this contract.)

PLUMBING 220000 - 2

187th Fighter Wing, Dannelly Field, ANG Type B3 (100%) Submittal

Montgomery, AL Revised July 20, 2023

1.4 QUALITY ASSURANCE

A. General: Provide all new materials, labor, tools, equipment, transportation, incidentals and services necessary for the complete installation in every respect and the satisfactory operation of the plumbing systems as specified below and as shown on the drawings.

B. Contractor shall verify conditions and check all measurements at job site.

C. Wherever the word "supply", "provide" or similar term is used in the sense of providing apparatus or materials, it shall mean that Contractor shall furnish and connect such apparatus or materials referred to, unless otherwise specifically called for, at no additional cost to The Government.

D. All statements made throughout these Specifications shall be considered as orders, directives, instructions, etc., to the Contractor to whom this Contract is awarded whether the word

"Contractor" is used or not, unless otherwise noted.

E. Insulation of piping does not protect pipe against freezing. All water bearing pipe must be run on the heated side of the building insulated envelope or provided with heat trace. If heat trace is required, and none is shown, the contractor shall provide heat trace, as well as all power circuits and controls, as work of this project and without additional expense or change order to the contract.

F. Codes, Permits:

1. Obtain and pay for all permits and inspections required by all laws, ordinances, regulations, and public authority having jurisdiction. The following codes, standards and regulations in effect on the date of bid invitation shall be considered a part of this specification:

a. State Public Health Department Regulations

b. International Code Congress (ICC) Codes

c. Local and State Plumbing Codes

d. National Fire Protection Association

e. American Society of Mechanical Contracting Officers

f. American Society for Testing Materials

g. Underwriters' Laboratories'

h. National Electrical Manufacturers Association

i. OSHA - Occupational Safety and Health Standards

j. Local Utilities' Requirements

2. All material and workmanship shall comply with all latest applicable sections of local, municipal, parish or county, state, federal, industry and utilities company’s rules, regulations, codes, ordinances and standards. Pipe sizes shown are minimum that will be allowed.

3. Should the Contractor perform any work that does not comply with the requirements of the applicable codes, standards and regulations, he shall bear all costs arising from the deficiencies.

PLUMBING 220000 - 3

187th Fighter Wing, Dannelly Field, ANG Type B3 (100%) Submittal

Montgomery, AL Revised July 20, 2023

4. Deliver copies of all certificates of inspection to Contracting Officer for delivery to The

Government upon completion of the work.

5. Do not conceal any work until it has been inspected and tested.

6. Terminology used in these specifications is that of the ICC International Plumbing Code

(IPC).

7. Should work shown on the Contract Documents not be as strict as "local interpretations" of the local code, the Contractor shall make his bid in accordance with the local requirements and shall call the Contracting Officer's attention to the changes required to comply with the above.

8. Inspections: Obtain and pay for all inspections, required by all laws, ordinances, rules, regulations, or public authorities having jurisdiction. This Contractor shall obtain and pay for all certificates of such inspections, and file such certificates with the The Government.

9. Contractor shall be a licensed plumbing locally.

G. Drawings and Specifications:

1. Drawings and Specification are complementary to each other. What is called by one shall be binding as if called for by both.

2. All methods of construction, details of workmanship and detailed arrangement of all work where not specifically described herein or indicated on the drawings, shall be subject to the control and approval of the Contracting Officer.

3. Contracting Officer shall render a decision in writing as to the space allotment in congested areas, which decision shall be binding on all. No claims for "extras" due to such decisions will be allowed, even though the work has already been installed.

4. Submit shop drawings for review on all fixtures, equipment and accessories.

5. It shall be the responsibility of the Contractor to use the Contract Document Drawings and these Specifications for a basic layout of the Plumbing Systems. Contractor shall not be permitted to change this basic method of distribution of the system details without submitting drawings for review and acceptance before fabrication and installation, and in particular with reference to exposed piping.

6. Plumbing drawings are diagrammatic; see Architectural drawings and building for dimensions and conditions not shown. Drawings do not show all fittings or details, but must be followed generally. Changes must be approved in writing. Obtain Contracting

Officer's written decision in case of doubt as to intent of drawings or specifications. Failure to obtain written decision will leave this contractor liable for damage to work of other trades and responsible for corrections required by Contracting Officer.

7. Plans and Riser Diagrams (Risers): Plumbing Plans and Risers are complementary to each other. What is called for by one shall be binding as if called for by both. Where pipe sizes differ from the plans to the risers, it shall be considered as a drafting inaccuracy and the larger of the sizes shall be provided.

1.5 RESPONSIBILITY OF THE CONTRACTOR

A. Contractor shall examine all drawings, specifications, addendums, and the Site of the work. He should familiarize himself with the character of work, coordination required with other trades, PLUMBING 220000 - 4

187th Fighter Wing, Dannelly Field, ANG Type B3 (100%) Submittal

Montgomery, AL Revised July 20, 2023 and any conditions that affect the completion of this work. No consideration will be given at a later date for any alleged misunderstanding as to the requirements, materials to be furnished, or any special requirements due to the nature of the job site or local conditions.

B. Items…