2025 Acid Digester 2 Drawings.pdf

Sidewall access hatch

Rita N Rectangle

Line c

0 "

80-A-1

GENERAL NOTES:

ACID DIGESTER

NO. 2

1. CONTRACTOR /5 TO SUBMIT PROPOSED SEQUENCE OF CONCRETE

PLACEMENT TO ENGINEER FOR APPROVAL.

2. REINFORCE ALL CONCRETE CORNERS PER( 0.3205 ).

.3. FOR EQUIPMENT PADS SEE MECHANICAL DRAWINGS VERIFY

EQUIPMENT �NS/ONS W/ MANUFACTURER. ALL PU�

TO BE PER� AND ALL OTHERS PADS TO BE PER�.

4. FOR FLOOR BEAM SCHEDULE SEE SHEET 95-S-2. FOR SLAB, PIER

AND COLUMN SCHEDULE, SEE 95-S-1.

5. FOR LINTEL SCHEDULE SEE ( 04560 ) .

� 6. FOR MASONRY ANCHORAGE REQUIREMENTS SEE ( 04592 ) ,

6 ( 0459.3 ).( 04594 )4,;( 04595 ), US£ AS APPLICABLE. ALL CMU

Il! WALLS ARE TO BE ANCHORED TO INTERSECTING CONCRETE WALLS

�-gj �

W/ DOVETAIL ANCHORS.

7. JOINT REINFORCING REQUIRED FOR ALL CMU WALL PER SPEC.

�] ,c; � 8. FOR BEAM CAMBER REQUIREMENTS SEE BEAM SCHEDULE.

� 1: 9. FLOOR REINFORCING HAS BEEN DESIGNED TO ACCOMMODATE THINNER

;,:; 'a. SLABS OU£ TO FLOOR SLOPE AND DRAINS. THEREFORE SLAB

THICKNESS IS ALLOWED TO VARY.

I

16'-.3"

WAS BLEND TANKS

( 78)

MASONRY EJ, 1YP

1· 10'-8"

80-AS-8

1·-0·

8"

8"

80-AS-7

2'-8"

1· o·

CON WALL

SLAB DESIGNATION

TYP, SEE 95-5-1

. I

2·-0· 2·-0· ,3'-4"

8"

1·-0·

CONC WALL

80-A-1

9'-8" 4'-0" MO 9'-8"

16'-.3" 1"

2.3'-4"

TRUE PLAN

NORTH NORTH

.37'-4"

2.3'-4"

10·-o·

FIRST FLOOR PLAN

1/4" = 1·-0·

80-A-1 10'-8"

( 0459.3 ) .TYP AT

ALL EXTERIOR

CONCRETE WALLS

B

1·

WAS THICKENING BLDG

cm

16'-.3"

"\ SEE DETAIL ffi 1YP

80-AS-9

ACID DIGESTER

NO. 1

EXPANSION

r1-ff\

TYP

SEE DETAIL 5

80-AS-9

1· 16'-.3"

2.3'-4"

I I

I I

I I

TYPICAL £/FS FIN/SH SYSTEM ON

2" & 4" RIGID INSULATION PATTERN

AROUND ACID DIGESTER$.

G 80-A-1 sIqEWALL ACCESS HATCH AND P

TFORM COORDINATE WITH TANK

M SIM TO ffi, 1YP EACH

DI ESTER .30-M-5

I

EQUAL

KEYED NOTES:

0 8" NON LOAD BEARING WALL W/ 1" CLR BETWEEN TOP OF WALL

& BOTTOM OF CONCRETE. SEAL JOINT TO MEET FIRE WALL

REQUIREMENTS. NO ANCHOR REQUIRED AT TOP OF WALL.

REINFORCE SLAB W/ #5 @ 12" OC, EW, T&B CONTINUOUS W/

80S2 REINFORCEMENT.

REINFORCE WALL W/ #Ii O 12" OC, EW, ff W/ 2" CLR SIM TO @

,,,=,-... 80-AS-8

FOR COLUMN-IN-WALL REINFORCING. SEE DETAIL L...!.......J

80-AS-9

HORIZONTAL WALL REINFORCING TO HA VE STD 90" HOOKS @ THIS

END.

'i' o 10. ALL HVAC OPENINGS IN FLOOR SHALL HAVE A 4"Wx4"H CONCRETE @ PROVIDE .3" DIA PVC PIPE THROUGH PAD FOR FLOOR DRAINAGE. � " CURB ALL AROUND OPENING. IF OPENING IS ADJACENT TO A """' ;� BUILDING WALL, THE CURB SHOULD TERMINATE AT FACE OF WALL. 0 FOR LINTEL SEE LlQ..:i .

VERIFY SCALES

LENGTH OF BAR IS 1 "

ON ORIGINAL DRAWING

1:2

PLOT SCALE, ADJUST

SCALE(S) ACCORDINGLY

DESIGNED BY: t.1.A.H./J.T.

DRAWN BY: J.TH./P.C.G.

CHECKED BY: W.A.E.

APPROVED BY: PAT.

PROJECT NO.

DATE

OCT 2011

DRAWING NO.

m -§, SEE STANDARD DETAIL ( 0.3260) . 75-AS-11

!IL _________________________________________________________________________________________________________________________________ .._ __________ �

80-AS-2

Acid Digester 2 Location

Digester 8 Location

Digester 9 Location

Rita N Rectangle

Rita N Rectangle

Rita N Rectangle

Rita N Line

Rita N Line

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