C A R L S O N E L E M E N T A R Y S C H O O L KEY PLAN

(

E

)

4

4

L

H

1

2

(

E

)

3

6

L

H

0

8

(

E

)

8

B

2

2

(

E

)

2

8

L

H

0

6

(

E

)

8

W

F

1

7

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

0

9

(

E

)

4

4

L

H

1

2

(

E

)

4

4

L

H

1

2

(

E

)

4

4

L

H

1

2

(

E

)

4

4

L

H

1

2

(

E

)

4

4

L

H

1

2

(

E

)

3

2

L

H

0

8

(

E

)

2

8

L

H

0

6

(

E

)

2

4

L

H

0

3

(

E

)

1

4

B

2

2

(

E

)

8

W

F

1

7

(

E

)

1

0

J

R

9

.

0

(

E

)

1

4

B

1

7

.

2

(

E

)

1

4

B

2

2

(

E

)

1

4

B

2

2

(

E

)

1

4

B

2

2

(

E

)

1

4

B

2

2

(

E

)

1

4

B

2

2

(

E

)

1

4

B

2

2

(

E

)

8

J

R

6

.

5

(

E

)

1

0

W

F

2

1

(

E

)

1

0

J

R

9

.

0

(

E

)

1

4

B

1

7

.

2

(

E

)

1

4

B

2

2

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

2

4

H

7

(

E

)

1

4

B

2

2

(

E

)

1

4

B

1

7

.

2

(

E

)

1

0

J

R

9

.

0

(

E

)

8

J

R

6

.

5

1.0 2.0

A

D

D

E

C

B

A

F

NOTES:

1. SEE SHEET S1.0 FOR ADDITIONAL ROOF FRAMING PLAN

NOTES.

2. METAL DECK:

A. DECK TYPE 'D-1' SHALL BE 1 1/2" DEEP, 20 GA.,

ACOUSTICAL WITH ATTACHMENTS AS FOLLOWS:

1) ATTACH TO SUPPORTING MEMEBERS WITH 5/8"

DIAMETER PUDDLE WELDS 6 PER 36 INCH WIDE

SHEET.

2) ATTACH DECK TO EDGE ANGLES AT 6 INCHES O.C.

3) CONNECT DECK SIDE LAPS WITH #10 TEK SCREWS

AT 12 INCHES O.C.

B. FOR DECK OPENINGS GREATER THAN 2'-0" RE: 2/S4.1

FOR SUPPORT FRAMES

C. D-2 INDICATES SPAN DIRECTION OF 1 1/2", TYPE 'B;

METAL ROOF DECK, 20 GA MINIMUM MATERIAL

THICKNESS.

3. MASONRY LINTELS:

A. LINTEL SIZES SHOWN ON PLAN. RE:S4.0 AND S4.1 FOR

BEARING REQUIREMENTS AND BRICK LEDGE SUPPORT.

4. MECHANICAL EQUIPMENT:

A. CONTRACTOR TO VERIFY ALL EQUIPMENT WEIGHTS,

SIZES, LOCATIONS, AND OPENINGS REQUIRED WITH

MECHANICAL CONTRACTOR. CONTRACTOR SHALL

NOTIFY THE STRUCTURAL ENGINEER OF ANY CHANGES

IN THE WEIGHTS OR LOCATIONS SHOWN ON

DRAWINGS. SUCH CHANGES IN CONDITIONS SHALL BE

SUBJECT TO STRUCTURAL ENGINEER REVIEW. RE:

MECHANICAL AND ARCHITECTURAL DRAWINGS FOR

ADDITIONAL OPENINGS NOT SHOWN.

B. MECHANICAL EQUIPMENT WEIGHTS, IN KIPS, NOTED ON

PLAN THUS: XX-K.

C. RE: ARCHITECTURAL DRAWINGS FOR CURB DETAIL AT

MECHANICAL EQUIPMENT.

D. ALL OPENINGS IN METAL DECK GREATER THAN 10

INCHES IN ANY DIRECTION SHALL BE SUPPORTED ON

ALL FOUR SIDES BY A STEEL FRAME. FRAME SPANNING

BETWEEN DECK SUPPORTS. RE:2/S4.1 FOR TYPICAL

FRAMING AT DECK OPENINGS.

E. COORDINATE WITH MECH. DRAWINGS FOR DUCT SOCK

RUNNING THROUGH JOIST.

KEYNOTES:

BRIDGING BY JOIST SUPPLIER. DESIGN JOISTS AND

BRIDGING FOR 10 PSF NET UPLIFT DUE TO WIND.

ROOF DRAIN. RE: 2/S4.1 FOR DECK SUPPORT FRAME

FOR OPENING.

PLACE C6 FLAT ON ROOF DECK BELOW RTU CURB.

EXTEND 1'-0" (MIN.) PAST JOIST AT ENDS. RE:3/S4.1 FOR

C6 AND JOIST WEB STIFFENERS.

PRE-ENGINEERED STEEL CANOPY FRAMING. RE: ARCH

2" EXPANSION JOINT

PROVIDE VERTICAL X-BRACING AT BASKET

CONNECTION LOCATIONS. TYPICAL. RE: 17/S4.0.

GENERAL CONTRACTOR TO COORDINATE.

NEW LINTEL BEAM. RE: 2 AND 3/S4.0 OR 4 AND 5/S4.0

NEW LINTEL RE: 4/S4.1

NEW LINTEL BEAM RE: 5 AND 6/S4.0

(N) 2-SPAN LINTEL BEAM W8x15 W/ BOT. PL3/8x1'-0 1/2"

RE: 4/S4.0 FOR PL WELD. 4" BRG. EA. END. SUPPORT ON

DIVIDER WALL NEAR MIDSPAN. SHORE IF REQD.

BOND BEAM BELOW SILL W/ (2) #5xCONT. HORZ.

REINFORCE (E) ROOF JOIST. RE:15/S4.1 AND 15A/S4.1

(N) OPENING IN ROOF FOR MECHANICAL. RE:

MECHANICAL DOCUMENTS AND 2/S4.1

RE:9/S4.1 FOR BEAM EXTENDING OVER COLUMN

CONNECTION

SHIPS LADDER. RE: ARCH. ADD L4x4x5/16 BETWEEN

JOISTS BELOW LADDER STRINGER BEARING. WELD TO

JOIST TOP CHORD, TIGHT TO BOT. OF DECK

(N) W14x22 BEARING ON (E) WALL. RE: 10/S4.1

ATTACH (E) CANOPY BEAM (V.I.F. LOCATION) TO (N) 4"Ø

PIPE COLUMN. CUT BACK (E) BEAM AS REQD.

BRACE TOP OF PARTITION WALL W/ HORZ. STUDS @

8'-0" O.C. RE:6/S4.1

EXTEND CANOPY EDGE WOOD FRAMING AND DECK TO

WITHIN 1/2" OF FACE OF BRICK. SEE 11/S4.1 FOR

MEMBER SIZES.

RE:12/S4.1 AND 18/S4.1 FOR TYPICAL SHEAR

CONNECTION. COPE TOP FLANGE OF W10 AS

REQUIRED.

CONNECT (N) W10x49 TO (E) 10WF21 CANOPY BEAM

RE: S4.1 FOR SKEWED BEAM CONN. DETAILS

OPENING FOR (N) DUCT WORK IN (E) WALL. BEAM RE: 5

AND 6/S4.0 FOR (N) LINTEL BEAM AND SHORING IF RQD.

COORDINATE W/ MECH. DWGS. FOR LOCATION

BRACE TOP OF WING WALL W/ (1) HORZ. STUD

ATTACHED TO STEEL BEAM ABOVE. RE:6/S4.1 FOR SIM.

1

2

3

4

5

61 PSF

23 PSF

NO SCALE

TYPICAL SNOW DRIFT

STEEL JOIST NOTES:

1. STEEL JOIST DESIGNED FOR MOST SEVERE CASE: EITHER SNOW

DRIFT CONDITION OR UNIFORM SNOW LOAD = 30 PSF.

6

7A

8

9

10

O

R

T

H

N

1/8"= 1'-0"

ROOF FRAMING PLAN

48

LH

13

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

12

48

LH

13

77

7A

1

1

1

D-1

JOIST BEARING

EL (24'-0")

JOIST BEARING

EL (25'-4")

SLO

PE

D

OW

N

6

6

6 6

2

W10

x2

2

W10

x1

2

W10

x1

2

W10

x1

2

W10x12

7

B

14

S4

.0

16

S4.0

16

S4.0

15

S4

.0

7C

7

B

D-2

7

7

R.T.U. ~

3.1 KIPS

7

S4.0

SLO

PE

D

OW

N

ALTERNATE A-1

5

5

1

1

S

4

.

1

1

'

-

0

"

W

1

0

x

2

2

11

11

12

12

W10

x2

2

4

4

S4

.1

15

S4

.0

7

B

7

B

7

B

C.U. ~

0.6 KIPS

C.U. ~

0.6 KIPS

C.U. ~

0.6 KIPS

E.F. ~

0.2 KIPS

M.A.U. ~

0.8 KIPS

13

13

℄

C

O

L

.

1

'

-

0

"

F

R

O

M

F

A

C

E

O

F

B

R

I

C

K

14

14

15

15

16

16

16

(N) WOOD TRUSSES TO

MATCH (E) CANOPY

TRUSSES.

SISTER (N)

TRUSS ONTO

(E) FOR TIE-IN

(N) 2x FRAMING

15

ALTERNATE A-2

3

3

3

TYP.

10

12

14

S4

.1

8'-6"

3'-3 3/4"

15 EQ. SPACES @ 5'-0" O.C. = 75'-0"

82'-10"

11

'-7 1/4

"2

7'-2"

25

'-5"

1'-2"

65

'-4

"

64

'-2

"

3'-0"

12'-0" TO INSIDE

FACE OF PARAPET

℄ BEAM1'-0" FROM

FACE OF BRICK

4'-6"

7

'

-

1

0

"

9

17

S4

.1

W10x26

17

17

7

8

18

3'-9

3/4"

T/STEEL

EL (15'-3 5/8") (V.I.F.)

5 @ 4'-0" O.C. = 20'-0"

SIM.

10

T/STEEL

EL (+10'-1") (V.I.F.)

7

7B

7

7B

7B

9

W10x49

7

S4.0

222

19

18

18

7C

7

20

20

20

S2.1

Rock Island, IL

(309) 788-7644

Bettendorf, IA

(563) 344-0260

Rockford, IL

(815) 965-6400

DeKalb, IL

(815) 748-5543

www.missman.com

.. .

ISSU

AN

CE

NO

.D

ATE

DES

CRI

PTIO

N

PROFESSIONAL SEAL

© HAGNEY JOB NO. C1822

SHEET NO.

© 2016 Hagney Architects LLC

DRA

WN

CHE

CKE

D

APP

ROV

ED

DA

TE

Architecture, Planning, & Interior Design

4615 E. State St. Suite 206

Rockford, Illinois 61108

www.HagneyArchitects.com

P: 815.397.3330

F: 815.397.0243

E: [email protected]

04.04

.17

104

-07-

17Bid

and

Per

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KEY PLAN

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FILE- G:\2017\STRUCT\C17X011_Hagney_CarlsonSchool\DWG\Structural\S2.1.dwg G:\2017\STRUCT\C17X011_Hagney_CarlsonSchool\DWG\Structural\S2.1.dwg PLOTTED: 4/18/2008 1:46:14 PM 4/18/2008 1:46:14 PM (© 2014 Hagney Architects)2014 Hagney Architects)

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Cube6

Stamp

2'-0"

2'-0"

CORNER BARS TO

MATCH LONGITUDINAL

FOOTING REINFORCING

LONGITUDINAL

FOOTING REINFORCING

1/2" = 1'-0"

TYPICAL FOOTING CORNER BARS

1

WALL CORNER

WALL INTERSECTION

SEE PLAN

SE

E P

LA

N

3" MAX. TYP.

(4) ADDITIONAL VERT.

BARS - SIZE TO MATCH

TYPICAL VERT. WALL

REINFORCING

2'-6" x 2'-6" DOWEL - SIZE AND

SPACING TO MATCH HORIZ.

WALL REINFORCING (TYP.)

TYPICAL HORIZONTAL AND

VERT. WALL REINFORCING -

SEE PLAN

SE

E P

LA

N

(1) ADDITIONAL VERT.

BARS - SIZE TO MATCH

TYPICAL VERT. WALL

REINFORCING

SEE PLAN

2'-6" x 2'-6" DOWEL - SIZE AND

SPACING TO MATCH HORIZ.

WALL REINFORCING (TYP.)

TYPICAL HORIZONTAL AND

VERT. WALL REINFORCING -

SEE PLAN

3/4" = 1'-0"

TYPICAL CONCRETE WALL DETAIL

2

t/4 M

IN

IM

UM

3/16"

SAWCUT JOINT WITHIN

24 HOURS OF CONCRETE

PLACEMENT

SLAB-ON-GRADE -

SEE PLAN FOR

THICKNESS AND

REINFORCING

FIRST POUR

SL

AB

T

HIC

KN

ES

S (t) -

SE

E P

LA

N

SLAB ON GRADE - SEE

PLAN FOR THICKNESS

AND REINFORCING

3/4"Øx1'-2" SMOOTH DOWEL

BARS @ 12" O.C.

UNBONDED ON

THIS SIDE

3/4" = 1'-0"

SLAB JOINTS

3

CONTROL JOINT

NOTES:

1. SEE SPECIFICATIONS FOR MATERIAL AND COMPACTION

REQUIREMENTS. THE TOP 6" (MIN.) SHALL BE GRANULAR

MATERIAL.

SLAB-ON-GRADE - SEE PLAN

6"

SL

AB

T

HIC

KN

ES

S (t) -

SE

E P

LA

N

1/3

(t)

REINFORCING - SEE PLAN

15 MIL. VAPOR BARRIER

ENGINEERED FILL

1 1/2" = 1'-0"

TYPICAL SLAB-ON-GRADE SECTION

4

CONDITION B

CONDITION A

NOTES:

1. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ALL LOCATIONS,

ELEVATIONS, ETC., OF SITE UTILITIES.

2. DETAIL REQUIRED AT ALL UTILITIES HAVING A PLAN WIDTH UP TO 3'-0".

FOR WIDTHS GREATER THAN 3'-0", SEE PLAN FOR REQUIRED DETAIL.

3. CONDITION B DOES NOT APPLY AT COLUMN FOOTING SITUATIONS.

GENERAL CONTRACTOR SHALL NOTIFY ENGINEER SHOULD SUCH A

CONDITION ARISE AND AWAIT FURTHER INSTRUCTIONS.

FOUNDATION WALL

PROVIDE SLEEVE - SEE

MECHANICAL/ELECT.

DRAWINGS

SITE UTILITY - SEE

MECHANICAL/ELECT.

DRAWINGS

FOOTING

FOUNDATION WALL

(2) ADDITIONAL #5'S x

8'-0" CENTERED ON

UTILITY

FOOTING - SEE SHEET

S3.0 FOR TYPICAL

REINFORCING

PIPE SLEEVE AT

FLOWABLE FILL

SITE UTILITY - SEE

MECHANICAL/ELECT.

DRAWINGS

FLOWABLE FILL

3/4" = 1'-0"

TYPICAL FOUNDATION DETAILS AT SITE UTILITIES

5

1'-6"

5"

1'-0

"

(-0'-2 1/2")

(RE: PLAN)

(3) #5 BOT.

1/2" JOINT MATERIAL

VERT. WALL DOWELS ~ LAP

2'-6" W/ WALL REINF.

VERT. WALL REINF.

~ RE: PLAN

10" NOMINAL CMU

RE: PLAN

#5 @ 12" O.C. HORZ.

EA. FACE

#5 @ 12" O.C. VERT.

EA. FACE W/ 9" HOOK

3/4" = 1'-0"

TYPICAL WALL SECTION

6

SLAB-ON-GRADE ~RE: PLAN

FOR THICKNESS & REINF.

2'-6

" L

AP

.

GRID

5"1'-1"

3/4" = 1'-0"

SECTION

7

1/2" EXPANSION JOINT

MATERIAL

#6 SMOOTH DOWEL @ 12" O.C.

CONCRETE SLAB -

SEE PLAN FOR THICKNESS

AND REINFORCING

FINISH FLOOR

EL (SEE PLAN)

FOUNDATION WALL -

SEE 6/S3.0 FOR

DIMENSIONS AND

REINFORCING

(RE: PLAN)

5"

(0'-0")

9" 9"

4"

4"

1'-0

"

(RE: PLAN)

(3) #5 BOT.

RE: PLAN

4'-0

" M

IN

IM

UM

3'-6"

1'-10" (VERIFY)

(E) WALL

2 3/8"

(6) #5 HORIZ.

8"

(MIN.)

#6 x 3'-4" TOP & BOT.

@ 18" O.C. IN DRILLED

HOLES W/ EPOXY

3/4" = 1'-0"

SECTION AT EXIST. WALL

9

2'-4

"

1/2" JOINT MATERIAL



VERT. WALL REINF.

~ RE: PLAN

10" NOMINAL CMU

5"



#5 @ 12" O.C. HORZ.

EA. FACE

#5 @ 12" O.C. VERT.

EA. FACE W/ 9" HOOK

1'-0

"

(V

ER

IF

Y)

(E) FND. WALL

#5 x 3'-0" DRILL 8"

DEEP HOLE & EPOXY

(RE: PLAN)

(-0'-2 1/2")

RE: PLAN FOR

(E) COL. FTG.

3/4" = 1'-0"

SECTION

10

1'-8"

5"

1'-0

"

(0'-0")

(RE: PLAN)

(3) #5 BOT.

1/2" JOINT MATERIAL



VERT. WALL REINF.

~ RE: PLAN

8" NOMINAL CMU

#5 @ 12" O.C. HORZ.

EA. FACE

#5 @ 12" O.C. VERT.

EA. FACE W/ 9" HOOK

4'-0

" M

IN

IM

UM



2'-6

" L

AP

.

8"

3'-0"

RE: 13/S3.0 FOR

STOOP SECTION

(E) WALL

#4 x 3'-0" DRILL 6" DEEP

HOLE & EPOXY

#5 x 3'-0" DRILL 8"

DEEP HOLE & EPOXY

5"

3/4" = 1'-0"

SECTION

12

(E) FND. WALL

SLAB NOT SHOWN

FOR CLARITY

(RE: PLAN)

1'-0

"

(V

ER

IF

Y)

2'-0"

1'-0"

RE: PLAN

8"

#4'S @ 12" O.C.,

EACH WAY

SLOPE AT 1/8" PER

FOOT OR AS

INDICATED ON SITE

PLAN

6" FREE DRAINING

MATERIAL

4" EXTRUDED POLY-

STYRENE INSULATION

(ASTM C578)

ALL SIDES AND ABOVE

6" CONCRETE SLAB WITH

#4'S @ 12" O.C., EACH WAY,

CENTERED IN THE SLAB

THICKNESS

#4 DOWELS x 1'-6"

@ 12" O.C.,

(TYPICAL)


MATERIAL

SMOOTH TROWEL FINISH

CONCRETE SLAB -


AND REINFORCING

FINISH FLOOR

EL (SEE PLAN)

FOUNDATION WALL -

SEE PLAN FOR

DIMENSIONS AND

REINFORCING

NOTES:

1. ADD 8"x16" MUD SLAB

BELOW STOOP WALLS

AT CONTRACTOR'S

OPTION.

RE: PLAN

3/4" = 1'-0"

STOOP SECTION

13

(RE: PLAN)

RE: PLAN

1'-0"

(RE: PLAN)

(E) CONCRETE SLAB-ON-GRADE

DOWELS - SIZE AND SPACING TO

MATCH VERTICAL REINFORCING

CMU WALL - SEE PLAN FOR

THICKNESS AND REINFORCING

DOWELS TO BE

PLACED IN DRILLED

HOLES W/ EPOXY

1" = 1'-0"

THICKENED SLAB

14

3"

BP-1

1/4

TYP.

PIPE COLUMN - SEE PLAN

3/4" BASE PLATE ON 2"

NON-SHRINK GROUT WITH

(4) 3/4"Ø ANCHOR BOLTS

WITH 1'-6" EMBEDMENT

1 1/2" = 1'-0"

PIPE COL. TYPICAL BASE PLATE

15

9"

9"

1 1/2"

6"

1 1/2"

BP-2

1/4

PIPE COLUMN - SEE PLAN

3/4" BASE PLATE ON 2"

NON-SHRINK GROUT WITH

(4) 3/4"Ø ANCHOR BOLTS

WITH 1'-6" EMBEDMENT

TYP.

6 1/2"

11"

1 1/2" 1 1/2"

3 1/2"

1 1/2"

8"

1 1/2"

2'-0"

1'-0

"

RE: PLAN

8"

#4'S @ 12" O.C.,

EACH WAY

SLOPE AT 1/8" PER

FOOT OR AS

INDICATED ON SITE

PLAN

6" FREE DRAINING

MATERIAL

4" EXTRUDED POLY-

STYRENE INSULATION

(ASTM C578)

ALL SIDES AND ABOVE

6" CONCRETE SLAB WITH

#4'S @ 12" O.C., EACH WAY,

CENTERED IN THE SLAB

THICKNESS

#4 DOWELS x 1'-6"

@ 12" O.C.,

(TYPICAL)


MATERIAL

FOUNDATION WALL - SEE PLAN FOR

DIMENSIONS AND REINFORCING

NOTES:

1. ADD 8"x16" MUD SLAB BELOW

STOOP WALLS AT CONTRACTOR'S

OPTION.

RE: PLAN

3/4" = 1'-0"

STOOP SECTION

16

(RE: PLAN)

RE: PLAN

1'-0

"

(RE: PLAN)

#6 SMOOTH DOWEL @ 12" O.C.

CONCRETE SLAB -


AND REINFORCING

FINISH FLOOR

EL (SEE PLAN)

5"

7"

1'-0"

1

3

8" 8"

(3) #5 BARS, MID. DEPTH

CONCRETE SLAB-ON-GRADE -


AND REINFORCING

DOWELS - SIZE AND SPACING TO

MATCH VERTICAL REINFORCING -

USE STANDARD HOOK

CMU WALL - SEE PLAN FOR

THICKNESS AND REINFORCING

ALTERNATE HOOKS

1" = 1'-0"

THICKENED SLAB

17

4"

5"

3/4" = 1'-0"

SECTION

18

FINISH FLOOR

EL (SEE PLAN)

FOUNDATION WALL -

SEE 6/S3.0 FOR

DIMENSIONS AND

REINFORCING

(RE: PLAN)

5"

(0'-0")

9" 9"

4"

4"

1'-0

"

(RE: PLAN)

(3) #5 BOT.

RE: PLAN

4'-0

" M

IN

IM

UM

1/2" EXPANSION

JOINT MATERIAL

#6 SMOOTH

DOWEL @ 12" O.C.

8" CMU WALL BEYOND

CONCRETE SLAB - SEE

PLAN FOR REINFORCING

CONCRETE SLAB-ON-GRADE -


AND REINFORCING

1" = 1'-0"

RECESSED SLAB SECTION

19

1

3

4"

4"

4"

INSULATION BY OTHERS

5"

S3.0

Rock Island, IL

(309) 788-7644

Bettendorf, IA

(563) 344-0260

Rockford, IL

(815) 965-6400

DeKalb, IL

(815) 748-5543

www.missman.com

.. .

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Architecture, Planning, & Interior Design

4615 E. State St. Suite 206

Rockford, Illinois 61108

www.HagneyArchitects.com

P: 815.397.3330

F: 815.397.0243

E: [email protected]

04.04

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FILE- G:\2017\STRUCT\C17X011_Hagney_CarlsonSchool\DWG\Structural\S3.0.dwg G:\2017\STRUCT\C17X011_Hagney_CarlsonSchool\DWG\Structural\S3.0.dwg PLOTTED: 4/18/2008 1:46:14 PM 4/18/2008 1:46:14 PM (© 2014 Hagney Architects)2014 Hagney Architects)

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DRAW-THRU AIR HANDLING UNITCOOLING COIL DRAIN PAN DRAIN DETAIL

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GRAB-N-GO

REFRIGERATED

CASE-PARTIAL HEIGHT

WALL OPENING- 38"W X

63"H

EXISTING THREE

COMPARTMENT

SINK

EXISTING

HAND SINK

03 04

05

06

10

32

33

34

35

35.1

38

08

36

07

37

01

01

07

18

18

17

17

21 22

12

09 14

13

11 15

02

01

01

01

03.2

04.2

OUTDOOR

ROOF MOUNT

VERIFY EXACT LOCATION

WITH ARCHITECT

26

27

29

29.1

31

39

40

41

OVERHEAD

DOOR

16

20

30

02

01

42

DISCLAIMER

GENERAL NOTES

EQUIPMENT SCHEDULE

ITEM

NO QTY EQUIPMENT CATEGORY

EQUIPMENT

REMARKS

ITEM

NO

01 15 SHELVING UNIT PROVIDED BY RPS, INSTALLED BY GC 01

02 3 RACK, DUNNAGE PROVIDED BY RPS, INSTALLED BY GC 02

03 1 WALK-IN COOLER 03

03.1 1 EVAPORATOR COIL 03.1

03.2 1 COMPRESSOR 03.2

04 1 WALK-IN FREEZER 04

04.1 1 EVAPORATOR COIL - WALK-IN FREEZER 04.1

04.2 1 COMPRESSOR - WALK-IN FREEZER 04.2

05 1 DESK NIKEC 05

06 1 FILE CABINET NIKEC 06

07 2 SINK, HAND, WALL MOUNT (1) EXISTING RELOCATED, (1) NEW, PROVIDED BY RPS, INSTALLED BY GC 07

08 1 PREP REFRIGERATOR PROVIDED BY RPS, INSTALLED BY GC 08

09 1 SOILED DISHTABLE 09

10 1 SHELF, WALL MOUNT PROVIDED BY RPS, INSTALLED BY GC 10

11 1 SPARE NUMBER 11

12 1 PRE-RINSE FAUCET, WALL MOUNT PROVIDED BY RPS, INSTALLED BY GC 12

13 1 WAREWASHER, DOOR TYPE, HIGH TEMP PROVIDED BY RPS, INSTALLED BY GC 13

14 1 CLEAN DISHTABLE PROVIDED BY RPS, INSTALLED BY GC 14


16 1 THREE COMPARTMENT SINK EXISTING-RELOCTAED 16

17 3 FAUCET, BACKSPLASH MOUNT PROVIDED BY RPS, INSTALLED BY GC 17

18 5 DRAIN, LEVER HANDLE, W/ OVERFLOW PROVIDED BY RPS, INSTALLED BY GC 18



21 1 TABLE, PREP W/ SINK 21


23-25 1 SPARE NUMBER 23-25

26 1 EXHAUST HOOD 26

27 1 FIRE SUPRESSION SYSTEM 27


29 1 OVEN-STEAMER, COMBINATION, BOILERLESS, GAS PROVIDED BY RPS, INSTALLED BY GC 29

29.1 1 WATER FILTRATION SYSTEM PROVIDED BY RPS, INSTALLED BY GC 29.1

30 1 TILT SKILLET PROVIDED BY RPS, INSTALLED BY GC 30

31 1 OVEN, CONVECTION, GAS PROVIDED BY RPS, INSTALLED BY GC 31

32 1 FLOOR TROUGH 32

33 2 MOBILE WORKTABLE PROVIDED BY RPS, INSTALLED BY GC 33

34 1 HOLDING CABINET, HUMIDIFIED HEATED PROVIDED BY RPS, INSTALLED BY GC 34

35 1 FRONT COUNTER 35

35.1 1 FOODSHIELD 35.1

36 1 DROP-IN, HOT WELLS 36

37 1 DROP-IN, HOT/COLD UNIT 37

38 1 MILK COOLER NIKEC- BY VENDOR 38

39 1 POS NIKEC 39

40 1 MOBILE WORKTABLE PROVIDED BY RPS, INSTALLED BY GC 40

41 1 REFRIGERATED SELF-SERVICE CASE PROVIDED BY RPS, INSTALLED BY GC 41

42 1 WORK TABLE PROVIDED BY RPS, INSTALLED BY GC 42

S₂O Consultants, Inc.530 N Wood #C

Chicago, IL 60622224-717-1999

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Cube6

Stamp

Cube6

Stamp

DISCLAIMER

GENERAL NOTES

ELECTRICAL NOTES

ELECTRICAL SYMBOLS

GRAB-N-GO

REFRIGERATED

CASE-PARTIAL HEIGHT


63"H

EXISTING THREE

COMPARTMENT

SINK

EXISTING

HAND SINK

03 04

05

06

10

32

33

34

35

35.1

38

08

36

07

37

01

01

07

18

18

17

17

21 22

12

09 14

13

11 15

02

01

01

01

03.2

04.2

OUTDOOR

ROOF MOUNT


WITH ARCHITECT

26

27

29

29.1

31

39

40

41

NOTE 12,

48" AFF

NOTE 13,

78" AFF

NOTE 12,

18" AFF

NOTE 12,

18" AFF

NOTE 14,

48" AFF

OVERHEAD

DOOR

16

20

30

NOTE 12,

18" AFF

02

NOTE 12,

18" AFF

NOTE 12,

18" AFF

01

42

NOTE 12,

18" AFF

ELECTRICAL LOAD SCHEDULE

ITEM


EQUIPMENT

REMARKS

AM

PS

KW

HP

VO

LT

S

PH

AS

E

CY

CLE

DIR

EC

T

PLU

G

NE

MA

ELE

CT

RIC

AL

AF

F (IN

)

ELE

CT

RIC

AL

AC

H (IN

)

ELE

CT

RIC

AL

RO

UG

H-IN

ELEC

REMARKS

ITEM

NO

03 1 WALK-IN COOLER 16.0 120 1 60 X 48 LIGHTS/ALARM 03

03.1 1 EVAPORATOR COIL 16.0 208 1 60 X 96 03.1

03.2 1 COMPRESSOR 0.5 208 1 60 X 96 03.2

04 1 WALK-IN FREEZER 16.0 120 1 60 X 48 LIGHTS/ALARM 04

04.1 1 EVAPORATOR COIL - WALK-IN FREEZER 16.0 208 1 60 X 96 04.1

04.2 1 COMPRESSOR - WALK-IN FREEZER 1.5 208 3 60 X 96 04.2

05 1 DESK NIKEC 16.0 120 1 X 5-20P 48 QUAD RECEPTACLE, DATA REQ'D 05

08 1 PREP REFRIGERATOR PROVIDED BY RPS, INSTALLED BY GC 6.0 0.2 120 1 60 X 5-20P 12 08

13 1 WAREWASHER, DOOR TYPE, HIGH TEMP PROVIDED BY RPS, INSTALLED BY GC 45.4 208 3 60 X 12.75 13

21 1 TABLE, PREP W/ SINK

(2)16

120 1 60 X 5-20P 36 DR CONVENIENCE OUTLETS ON WALL 21

26 1 EXHAUST HOOD 16.0 120 1 60 X 86 LIGHTS/FAN 26

27 1 FIRE SUPRESSION SYSTEM 10.0 120 1 60 X 96 27

29 1 OVEN-STEAMER, COMBINATION, BOILERLESS, GASPROVIDED BY RPS, INSTALLED BY GC 6.8 0.8 120 1 60 X 36 29

30 1 TILT SKILLET PROVIDED BY RPS, INSTALLED BY GC 1.8 120 1 60 X 5-20P 21.25 30

31 1 OVEN, CONVECTION, GAS PROVIDED BY RPS, INSTALLED BY GC 10.0 0.75 120 1 60 X 5-15P 46 31

33 2 MOBILE WORKTABLE PROVIDED BY RPS, INSTALLED BY GC 16.0 120 1 X 5-20P CEILING PENDANT RECEPTACLE 33

34 1 HOLDING CABINET, HUMIDIFIED HEATED PROVIDED BY RPS, INSTALLED BY GC 19.8 120 1 X 5-20P 48 34

35 1 FRONT COUNTER

(2)16

120 1 60 X 5-20P 18 DR-ON WALL BELOW COUNTER 35

36 1 DROP-IN, HOT WELLS 15.6 1.9 120 1 60 X 5-20P 16 36

37 1 DROP-IN, HOT/COLD UNIT 11.2 120 1 60 X 5-20P 18 37

38 1 MILK COOLER NIKEC- BY VENDOR 6.3 0.33 115 1 60 X 5-20P 12 38

39 1 POS NIKEC 16.0 120 1 X 5-20P 34 DATA REQ'D 39

41 1 REFRIGERATED SELF-SERVICE CASE PROVIDED BY RPS, INSTALLED BY GC 14.0 120 1 X 5-20P 18 41


Chicago, IL 60622224-717-1999

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Stamp


Chicago, IL 60622224-717-1999

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2" Captrate Grease-Stop Solo Filter

1000800400200

AIRFLOW (cfm)600

1.4

1.6

1.2

1

0.6

0.4

0

0

0.2

0.8

RESISTANCE VS. AIRFLOW -

0

0.1

10

20

30

40

1

PARTICLE DIAMETER (um)10

FILTER COLLECTION EFFICIENCY

90

50

60

80

70

100

2" Captrate Grease-Stop Solo Filter

FLUSH WITH THE FINISHED CEILINGUTILITY CABINET SHOULD BE MOUNTED


Chicago, IL 60622224-717-1999

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DISCLAIMER

GENERAL NOTES

MECHANICAL NOTES

MECHANICAL SYMBOLS

GRAB-N-GO

REFRIGERATED

CASE-PARTIAL HEIGHT


63"H

EXISTING THREE

COMPARTMENT

SINK

EXISTING

HAND SINK

03 04

05

06

10

32

33

34

35

35.1

38

08

36

07

37

01

01

07

18

18

17

17

21 22

12

09 14

13

11 15

02

01

01

01

03.2

04.2

OUTDOOR

ROOF MOUNT


WITH ARCHITECT

26

27

29

29.1

31

39

40

41

FS

FS

FS

FS

FS

FS

OVERHEAD

DOOR

16

20

30

02

01

42

MECHANICAL LOAD SCHEDULE

ITEM


EQUIPMENT

REMARKS

CO

LD

W

AT

ER

SIZ

E (IN

)

CO

LD

W

AT

ER

AF

F (IN

)

HO

T W

AT

ER

SIZ

E (IN

)

HO

T W

AT

ER

AF

F (IN

)

DIR

EC

T D

RA

IN

SIZ

E (IN

)

DIR

EC

T D

RA

IN

AF

F (IN

)

IN

DIR

D

RA

IN

SIZ

E (IN

)

PLUMBING

REMARKS

GA

S

SIZ

E (IN

)

MB

TU

H

GA

S

AF

F (IN

)

HV

AC

E

XH

AU

ST

DU

CT

S

IZ

E (IN

)

HV

AC

E

XH

AU

ST

CF

M

HV

AC

E

XH

AU

ST

SP

WG

HV

AC

E

XH

AU

ST

AF

F (IN

)

ITEM

NO

03.1 1 EVAPORATOR COIL 1 FS REQ'D 03.1

04.1 1 EVAPORATOR COIL - WALK-IN FREEZER 1 FS REQ'D 04.1

07 2 SINK, HAND, WALL MOUNT (1) EXISTING RELOCATED, (1) NEW, PROVIDED BY RPS, INSTALLED BY GC 0.5 34 0.5 34 1 24 07

09 1 SOILED DISHTABLE 1.5 FS REQ'D 09

12 1 PRE-RINSE FAUCET, WALL MOUNT PROVIDED BY RPS, INSTALLED BY GC 0.5 40 0.5 40 12

13 1 WAREWASHER, DOOR TYPE, HIGH TEMP PROVIDED BY RPS, INSTALLED BY GC 0.5 73.25 0.5 42.25 1.5 FS REQ'D 13

17 3 FAUCET, BACKSPLASH MOUNT PROVIDED BY RPS, INSTALLED BY GC 0.5 40 0.5 40 17

18 5 DRAIN, LEVER HANDLE, W/ OVERFLOW PROVIDED BY RPS, INSTALLED BY GC 2 FS REQ'D 18

26 1 EXHAUST HOOD 10X20 2100 .818 96 26

29 1 OVEN-STEAMER, COMBINATION, BOILERLESS, GAS PROVIDED BY RPS, INSTALLED BY GC 0.75 1.5 FS REQ'D 0.75 98 29

0.75

29.1 1 WATER FILTRATION SYSTEM PROVIDED BY RPS, INSTALLED BY GC FOR USE W/ ITEM #29 29.1

30 1 TILT SKILLET PROVIDED BY RPS, INSTALLED BY GC 0.5 26.5 0.5 26.5 0.75 91 12.25 30

31 1 OVEN, CONVECTION, GAS PROVIDED BY RPS, INSTALLED BY GC 0.75 80 23 31

32 1 FLOOR TROUGH 4 -1 32

36 1 DROP-IN, HOT WELLS 1 FS REQ'D 36

37 1 DROP-IN, HOT/COLD UNIT 0.5 FS REQ'D 37


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DISCLAIMER

GENERAL NOTES

SPECIAL CONDITIONS NOTESGRAB-N-GO

REFRIGERATED

CASE-PARTIAL HEIGHT


63"H

EXISTING THREE

COMPARTMENT

SINK

EXISTING

HAND SINK

OUTDOOR

ROOF MOUNT


WITH ARCHITECT

OVERHEAD

DOOR

NOTE ANOTE A

NOTE B, K, L

NOTE C

NOTE A, L

NOTE A

NOTE A

NOTE G


Chicago, IL 60622224-717-1999

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C A R L S O N E L E M E N T A R Y S C H O O L KEY PLAN

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