1

A

B

C

2 3 4 5 6 7 8 9 10 11 12 133.1

3' x 2' ACCESS3' x 2' ACCESS

3' x 2

' A

CC

ES

S

11'-11" (+ 1/8")

11'-11 1/8" (ACTUAL)

143'-8" (+2 1/2")

143'-10

1

2

" (ACTUAL)

11'-11" (+ 1/8")

11'-11 1/8" (ACTUAL)

11'-11" (+ 1/8")

11'-11 1/8" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/4")

11'-11 1/4" (ACTUAL)

11'-11" (+ 1/8")

11'-11 1/8" (ACTUAL)

3"

10'-8

1

2

" 11

5

8

"

4'-8

1 2

"

8'-0

"1

1'-5

"4

0'-0

"

5'-9"

4'-11

1

2

" 6'-11

3

4

"

8"±

ELEVATOR PIT AND

MACHINE ROOM SLAB PER

ELEVATOR PC DRAWINGS

1'-4

"

6'-0"

FOOTING @ STRINGER,

SEE 24/F-1.90

6'-0"

3'-0

"1

'-5

"

FOOTING @ STRINGER,

SEE 24/F-1.90

ANCHOR PLATE @ PIER,

SEE 1/F-1.90 (TYP)

2'-0"

TYP

5'-6

"

TY

P

1'-4" SQ

OR Ø (TYP)

3

F-1.90

TYP

10

'-0

"1

0'-0

"1

0'-0

"1

0'-0

"

4

F-1.90

1

F-1.90

TYP

@ PIER

8" S

TE

MW

AL

L

TY

P

4

F-1.90

4

F-1.90

EQ EQ

GRADE BEAM @ STAIR,

SEE 23/ F-1.90 (TYP)

8"

5'-8

3

8

"5'-5

3

8

"

14

'-0

"1

4'-0

"

EQ EQ

23'-10

1

4

"

5

F-1.90

3'-0

"1

'-5

"

GRADE BEAM @ STAIR,

SEE 23/ F-1.90 (TYP)

4' x 8

" V

EN

T

12

'-0

"2

8'-0

"

SINGLE STORY BUILDING FOUNDATION PER PC #04-116668

SEE SHEET F-2.11 (PC #04-116668) FOR DIMENSION, DETAILS,

NOTES AND OTHER INFORMATION

22

F-1.90

TYP @ ACCESS

WINGWALL ANCHOR PLATE,

SEE 26/F-1.91 (TYP)

6'-0

"6

'-0

"

6'-0

"6

'-0

"

5'-6

"

TY

P

1

F-1.91

ANCHOR PLATES

@ CORNER (TYP)

2

F-1.91

ANCHOR PLATES

@ MODLINES (TYP)

8" ANCHOR PLATE @ MODLINES,

SEE 13/F-1.91 (TYP)

8" ANCHOR PLATE

@ CORNERS,

SEE 13/F-1.91 (TYP)

15

F-1.90

TYP @

GRADE BM

8" ANCHOR PLATE @ SIDE WALLS,

SEE 13/F-1.91 (TYP OF 4)

2'-6

"

TY

P

2'-6"

TYP

MODULAR BUILDING

AREA TO BE OVER-EXCAVATED AND

REPLACED WITH ENGINEERED FILL

3'-0"

MIN

2'-0

"

MIN

EXISTING

GRADE

3'-0"

MIN

BUILDING PAD

1

1

F-1.00

FOUNDATION PLAN

SCALE: 3/16" = 1' - 0"

1FOUNDATION PLAN

FOUNDATION NOTES

FORMED EARTH

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

WALL-EXPOSED FACE

#5 OR SMALLER

#6 OR LARGER

WALL-UNEXPOSED FACE

LOCATION

2"

3"

2"

2"

3/4"

AMOUNT

1. MATERIAL: ALL REINFORCING STEEL SHALL BE BILLET STEEL PER ASTM A-615 GRADE 60. EXCEPT WELDED

REINFORCING STEEL SHALL BE ASTM A706 GRADE 60.

SPLICES: SEE 10/F-1.902.

3. REINFORCING FABRICATION AND PLACEMENT: FABRICATION AND PLACING OF REINFORCING

SHALL CONFORM TO THE "CODE OF STANDARD PRACTICE AND SPECIFICATIONS FOR PLACING

REINFORCEMENT OF THE CONCRETE REINFORCING STEEL INSTITUTE".

4.MINIMUM COVERAGE: ALL REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVERAGE WITH

CONCRETE:

1. BUILDING PAD SHALL BE OVER-EXCAVATED AND REPLACED WITH NEW COMPACTED FILL.

ALL SOIL PREPARATION SHALL BE AS INDICATED IN THE GEOTECHNICAL REPORT.

2. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING.

3. GEOTECHNICAL REPORT

PREPARED BY:HARRINGTON GEOTECHNICAL ENGINEERING, INC.

DATE:4/4/2019

PROJECT #:19-01-3793

4. ALLOWABLE BEARING PRESSURE = 2,500 PSF

5. PASSIVE PRESSURE = 250 PSF / FT OF DEPTH, COEFFICIENT OF FRICTION = 0.40.

CONCRETE NOTES

FURNISH AND INSTALL ALL CONCRETE WORK AS SHOWN ON THE DRAWINGS AND AS SPECIFIED.

VARIANCE IN CONCRETE SLAB SURFACE SHALL BE NO MORE THAN 1/16" IN 10 FEET

1.

EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN AND / OR THE DETAILS ON THE

DRAWINGS, ALL WORK INCLUDED IN THIS SECTION SHALL CONFORM TO THE APPLICABLE

PROVISIONS OF CODES AND STANDARDS.

2.

a)ALL WORK AND MATERIALS SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS,

AND CHAPTER 19A.

AMERICAN CONCRETE INSTITUTE (ACI): BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, ACI318-14.

b)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): THE SPECIFICATIONS AND

STANDARDS HEREINAFTER REFERENCED TO SHALL BE OF THE LATEST EDITION.

c)

CONCRETE FOUNDATION TESTS AND INSPECTIONS SHALL BE THE RESPONSIBILITY OF THE

ARCHITECT AND OR INSPECTOR.

3.

DESIGN MIXES SHALL BE AS SPECIFIED IN TITLE 24. CONCRETE STRENGTH AT 28 DAYS SHALL BE

AS FOLLOWS: NORMAL WEIGHT - 4,000 PSI (MIN), LIGHT WEIGHT - 3,000 PSI (MIN)

4.

FORMS SHALL BE SUBSTANTIAL, PLUMB, LEVEL, SQUARE, TRUE TO LINE, WATER TIGHT AND ACCURATE

TO THE DIMENSIONS REQUIRED.

5.

THE ARCHITECT/ENGINEER SHALL APPROVE LOCATION OF:6.

OPENINGS FOR MECHANICAL AND ELECTRICAL: PROVIDE FOR OPENINGS IN THE CONCRETE WITH

THE TRADE(S) INVOLVED AND INSTALL SLEEVES AS MAY BE REQUIRED.

a)

b)OPENINGS FOR VENT WELLS FOR UNDER FLOOR VENTILATION: PROVIDE FOR ALL OPENINGS IN

THE CONCRETE WITH THE TRADE(S) INVOLVED. INSTALL ALL SLEEVES AS MAY BE REQUIRED.

7.

8.

9.

10. AGGREGATE SHALL BE 3/4" TO 1 1/2" MAXIMUM SIZE BUT NOT MORE THAN 3/4 OF MINIMUM CLEAR BAR

SPACING

ALL CEMENT SHALL BE TYPE II PER ASTM C-150.

WATER / CEMENT RATIO = .50 MAX

11. ANCHOR BOLTS, DOWELS, REINFORCING STEEL, AND EMBEDDED ITEMS ARE TO BE SECURELY TIED IN

PLACE BEFORE CONCRETE IS POURED.

12.REFER TO ARCHITECTURAL, ELECTRICAL, AND MECHANICAL PLANS FOR SLEEVES, INSERTS CURBS,

DEPRESSED AREAS, AND ETC.

13. CONCRETE MIX REQUIRED: CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGN FOR FOOTINGS TO

PROFESSIONAL OF RECORD FOR APPROVAL PRIOR TO POURING CONCRETE.

REINFORCING NOTES

5,760 SF / 1500 = 3.84 SF OF VENT. REQUIRED

*PROVIDE CLASS 1 VAPOR BARRIER ON ENTIRE GROUND SURFACE

10.0 SF TOTAL VENTILATION (> 3.84 SF)

(2) - 3'x2' ACCESS VENTS (4.0 SF NET MIN) =

(1) - 3'x8" VENT (2.0 SF NET) =

8.0 SF NET

2.0 SF NET

BUILDING AREA = 5,760 SF

UNDER FLOOR VENTING CALCULATION

VENT CALCULATION - CLASSROOM

Burbank Unified

School District

11/9/2020

11220

No.

SILVER CREEK INDUSTRIES, INC.

2830 BARRETT AVE PERRIS, CALIFORNIA 92571

PHONE: 951-943-5393 FAX: 951-943-2211

SILVERCREEK

Building for the Next Generation

BU

RBAN

K U

SD

W

ALT D

ISN

EY ES

1220 W

O

RAN

GE G

RO

VE AVE, BU

RBAN

K, CA 91506

NAYJ. O EM RR

S T A

SS I ONROFP

ETSIG

IA NOFILA

RTCFOE

E

E R

DER ENGI

LA

REEN

CLARUTURTS

No. S4437

SCALE: NTS

AFOUNDATION OVER-EXCAVATION

14. SEE 13/F-1.90 FOR PIPES/SLEEVES THRU THE STEMWALL

6'-0

"

DSAD E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP: INC:REVIEWED FOR

SS FLS ACS

DATE:

✔ ✔ ✔

03-119964

11/20/2020

FOUNDATION

DETAILS

3" M

IN

TY

P

FT

G

LAP

PER SCHD

10/-

36"

BOTTOM OF FTG

TOP OF FOOTING

(4)#5

ST

EM

W

ALL

FTG REINFORCING PER PLAN

(2) #5

48" LAP EA SIDE

(4) #5

REINFORCING

PER PLAN

18" (M

IN

) A

CC

ES

S

24" (M

AX

) A

CC

ES

S

d

2-1/2" MIN.

6d MIN.

d

4

d

M

I

N

.

6

d

M

I

N

.

4

"

M

I

N

.

4

5

°

"d"

12

d

4" M

IN

.

4d

TYP. REINF. BENDING DETAIL

STIRRUP AND TIE HOOK STANDARD HOOK

6d

MIN.

6d

MIN.

6d MIN.

FOR #7 BARS OR SMALLER

6d MIN.

BAR SIZE, No.

MINIMUM FINISHED

BEND DIAMETER

(a)

3 THROUGH 8

9 THROUGH 11

14 AND 18

6d

8d

10d

b

b

b

STANDARD HOOKS FOR PRIMARY

REINFORCEMENT

BAR SIZE, No.

MINIMUM FINISHED

BEND DIAMETER

(b)

3 THROUGH 5

6 THROUGH 8

4d

6d

b

b

STANDARD HOOKS FOR STIRRUPS

AND TIE REINFORCEMENT

(a) MEASURED ON INSIDE OF BAR

(b) MEASURED ON INSIDE OF BAR

BAR

SIZE

#3

#4

#5

#6

#7

#8

22

29

36

43

63

72

"L"

LAP SPLICE

LENGTH

(INCHES)

USE LAP SPLICE LENGTH INDICATED ON THIS TABLE FOR

ALL SPLICES UNLESS OTHERWISE NOTED.

LAP SPLICE LENGTHS ARE IN ACCORDANCE WITH ACI 318

AND CORRESPOND TO GRADE 60 BARS EMBEDDED IN

NORMAL WEIGHT CONCRETE (f'c = 3000 PSI).

CLEAR SPACING OF BARS BEING DEVELOPED OR

SPLICED SHALL NOT BE LESS THAN 2x"DB", CLEAR

COVER SHALL NOT BE LESS THAN "DB".

WELDED WIRE MESH IN LIGHT WEIGHT CONCRETE SHALL

BE LAPPED NOT LESS THAN 8".

"TOP BARS" SHALL BE DEFINED AS ANY HORIZONTAL

REINFORCING BAR GREATER THAN 12" ABOVE THE

BOTTOM OF THE FOOTING.

28

38

47

56

81

93

"L"

LAP SPLICE

LENGTH

(INCHES)

(TOP BARS)

"L"

"D

B"

CLEAR SPACING 2x"DB"1 1/2" MIN, 6" MAX AT

NON-CONTACT LAP

6" L

AP

6"

6"

8"

AREA WAY WALL

#4 REBAR

STD. 90° HOOK TYP

#5 AT CURB

LINE OF BLDG.

21

-

PATH OF

TRAVEL (SEE

NOTE)

36"6"

24

"

GRATE SPACING 1"

MAXIMUM EXCEPT 1/2"

IN PATH OF TRAVEL

NOTE:

OPENING IN GRATE MUST BE

ORIENTED PERPENDICULAR

TO PATH OF TRAVEL.

GRATE:

TYPE W11-4 - ADA

TYPE W19-4 - STD

W/1" x 3/16" BARS

1

7

611

9

18

TYPICAL REINFORCEMENT BENDING SCALE : 1 1/2"=1'-0"

20

PIER SCALE : 1"=1'-0"

24

23

22VENT PLAN SCALE :1 1/2"=1'-0"

21VENT SECTION SCALE :1"=1'-0"

10LAP SPLICE TABLE SCALE : 3"=1'-0"

8REINFORCING AT CORNERS/INTERSECTIONSCALE : 3/4"=1'-0"

VENT / ACCESS OPENING SCALE : 1"=1'-0"

CRAWL SPACE PAD

6"24"

GRATE SPACING 1" MAX,

EXCEPT 1/2" IN PATH OF TRAVEL

(SEE 22/-)

1 1/2"x1 1/2"x1/4" ANGLE FRAME

(GALV) 3 SIDES W/ 45° MITER WELDED

CORNER

3/16

FINISH SURFACE

1 1/4" x 1 1/4" x 1/4" ANGLE

w/#10 STS AT 12" OC AND WITHIN

4" OF EACH END

#4 @ 12" OC LOCATED AT

CENTER LINE OF WALL

#4 @ 18" OC

3/8" Ø x 5" LONG HEX HEAD A307

BOLT @ 2'-0" OC MAX. (MIN. 2

ANCHORS AT EA. PIECE OF ANGLE

18" M

IN

SE

E 6/-

12" M

IN

FOOTING PER PLAN

6

-

3"

CLR

.

16

14

F-1.90

18" (M

IN

)

1 1/2"

3" CLR.

TYP

WING WALL

#5 VERT w/STD HOOK

@ 12" OC EA FACE

30"

#5 HORZ @ 12" OC EA FACE

FLOOR BEAM PER PLAN

(3) #5 AT TOP OF WALL

GRADE BEAM REINFORCING

PER 15/-

GRADE BEAM

SEE 15/-

B.O. FTG.

ALIGN w/BLDG FTG

3" C

LR

.

TY

P..

ADJACENT GRADE

VAPOR RETARDER,

PER 11/-

18"( M

IN

)

2"

5"

3"

CLR

PIER PER PLAN SEE 16/-

#3 TIE @ 8" OC

(3) #3 TIES @ TOP

(1 1/2" O.C.)

#6 VERT w/STD HOOK

(TOTAL OF 6)

1 1/2" 5" 1 1/2"

3"

3"

6"x8"x3/8" EMBED

PLATE w/(2) 3/4" DIA x

8" LONG STUDS

1/4 3

FLOOR BEAM PER PLAN

30"

GRADE BEAM

SEE 15/-

GRADE BEAM

REINFORCING SEE 15/-

B.O. FTG.

ALIGN w/BLDG FTG

3"

CLR

.

3" CLR

TYP.

ADJACENT GRADE

VAPOR

RETARDER,

PER 11/-

INT. GRADE LINE

PERIMETER

FOOTING

FLOOR

FRAMING

6" M

IN

MECHANICALLY

FASTEN W/ CONC.

SREWS W/ NEOPRENE

WASHERS @ 24" O.C.

MAX. & SEAL W/ TAPE

& CAULKING (TYP)

CLASS 1 CRAWLSPACE VAPOR RETARDER

INT. PIER FOOTING

SEAL ALL

SEAMS W/

SEAM TAPE

6" MIN. LAP

TYP.

WRAP VAPOR

RETARDER

AROUND PIER,

TYP.

SEALANT/

ADHESIVE

SCALE: 3/4" = 1' - 0"

CRAWL SPACE VAPOR RETARDER

Burbank Unified

School District

11/9/2020

11220

No.

SILVER CREEK INDUSTRIES, INC.

2830 BARRETT AVE PERRIS, CALIFORNIA 92571

PHONE: 951-943-5393 FAX: 951-943-2211

SILVERCREEK

Building for the Next Generation

BU

RBAN

K U

SD

W

ALT D

ISN

EY ES

1220 W

O

RAN

GE G

RO

VE AVE, BU

RBAN

K, CA 91506

NAYJ. O EM RR

S T A

SS I ONROFP

ETSIG

IA NOFILA

RTCFOE

E

E R

DER ENGI

LA

REEN

CLARUTURTS

No. S4437

25 15

13

19

ADJACENT GRADE

1 1/2"

CLR

.

STEM WALL PER PLAN

#4 VERT @ 18" OC

(ALTERNATE)

30"

#5 HORZ @ 12" O.C.

EQEQ

(4) #5 HORZ @ TOP OF

STEMWALL W/ 1 1/2" CLR

BETWEEN BARS

(5) #5 T&B

18" M

IN

24"

8"

3" C

LR

VAPOR

RETARDER,

PER 11/-

18"

1"

MIN

3"

CLR

#4 TIES @ 12" O.C.

GRIDLINE

STAIR FOOTING SCALE: 3/4" = 1' - 0"

TYPICAL LANDING GRADE BEAM SCALE : 1/2"=1'-0"

3"

CLR

3'-0" x 6'-0"

STAIR FOOTING

3"

CLR

1'-4"

8"

8"

8"

4"

9"

MIN

1"

12"

MIN

STRINGER

8"x4"x1/4"x0'-8"

LONG (LLH)

1/4" CAP PLATE

3/4"x6" SLOT

5/8"x2" A307 M.B. W/

NUT AND 2" SQ

PLATE WASHER

3/4"x6" SLOT

5/8"Ø x 18"(MIN) F1554 (GR

36) ANCHOR ROD w/ 2-NUTS

@ TOP & 2-NUTS & 1-3x3x3/8

SQ WASHER AT BOTTOM

#4 @ 14" OC

EACH WAY

F.F.

2"

6"

EM

B.

CONCRETE

SLAB (BY

OTHERS)

3x3x3/8

PLATE

WASHER

3/16 2

3/16 2

18" D

EE

P x

36" W

ID

E

12"

EM

BE

D.

3"

CLR

.

12"

MIN

HSS COL.

FINISH GRADE

2-#5 T&B

#3 TIES AT 8" OC

DR

Y P

AC

K

1 1/2"±

3"

CLR

.

3"

CLR

25

-

PER PLAN

3

4PERIMETER FOOTING AND WALL SCALE : 1"=1'-0"

WINGWALL SCALE : 1"=1'-0"

5FOOTING AND WALL AT SEPARATION SCALE : 1"=1'-0"

PIER PER PLAN

#3 TIE,

(3) AT TOP

(1) @ 8" OC

#6 VERT

(TOTAL OF 6)

EMBED PLATE

(ABOVE)

PIER PER PLAN

#3 TIE,

(3) AT TOP

(1) @ 8" OC

EMBED PLATE

(ABOVE)

2

"

C

L

R

2"

CLR

LAP TIES

6" MIN.

#6 VERT

(TOTAL OF 6)

PIER SECTION SCALE : 1"=1'-0"

SLEEVE THRU STEMWALL

STAIR BASE PLATE SCALE : 1"=1'-0"

ADJACENT GRADE

GRADE BEAM AT STAIR, PER 23/-

12" M

IN

EM

BE

DM

EN

T

3/4" DIA F1554 (GR 36) THREADED

ROD w/ 3x3x3/8 PLATE WASHER

(TYP OF 4)

9"EQEQ

9"

EQ

EQ

12x12x1" BASE PLATE

CJP

(3) #4 TIES AROUND

ANCHOR RODS

HSS STAIR COLUMN

CONC COVER AT COLUMN

WHERE BELOW GRADE

#3 TIES AROUND

COLUMN @ 12" OC

1 1/2" +/- NON-SHRINK

GROUT (5,000 PSI MIN.

@ 28 DAYS)

3"

MIN

1"

CIRCULAR TIES

TOP OF STEMWALL

#5 T&B OF OPENING WHERE

MULTIPLE SLEEVES OCCUR

12"

TYP

6"

TYP

SLEEVE THRU STEMWALL

(10" DIA MAX) (MIN 1" LARGER THAN PIPE)

BOTTOM OF FOOTING

TOP OF FOOTING

3"

MIN

SCALE : 1"=1'-0"

ADJACENT GRADE

1 1/2"

CLR

.

30"

18" M

IN

2 STORY BLDG FOOTING

SEE 4/-

8"

VAPOR

RETARDER,

PER 11/-

1"

MIN

GRIDLINE

8" 8" 8"

1 STORY

BLDG FTG

SEE PC#

04-116668

#5 @ 18" OC

ADJACENT GRADE

VAPOR

RETARDER,

PER 11/-

8"

CLR

24"

18" M

IN

A COLD JOINT

WITH 3.5"x1.5"

KEYWAY MAY

BE PROVIDED

AT THIS

LOCATION

18"

NOTE:

SEE 17/S-7.90 FOR BASE PLATE AT STRINGER,

PROVIDE NON-SHRINK GROUT BELOW BASE

PLATE AT PAVING (AS NEEDED)

(4) #6 @ BOTTOM

24"

3" C

LR

TY

P.

18"

(4) #6 @ TOP

#4 TIES @ 10" O.C.

B.O. FTG.

ALIGN w/BLDG FTG

18" M

IN

.

GRADE BEAM SCALE : 1"=1'-0"

"L

"

SE

E 1

0/-

"L"

SEE 10/-

"L"

SEE 10/-

"L

"

SE

E 1

0/-

CORNER INTERSECTION ALT. CORNER

CORNER BAR TO

MATCH WALL

REINFORCEMENT

"L"

SEE 10/-

WING WALL

"L"

SEE 10/-

30"

DSAD E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP: INC:REVIEWED FOR

SS FLS ACS

DATE:

✔ ✔ ✔

03-119964

11/20/2020

3" 4" 3"4"

1'-2"

10" 12"10"

3"

12"

ST

D H

OO

K

1 3/8" (GR 50) PLATE

#7 (A706) w/STD HOOK, 2 EACH SIDE

OF PLATE (4 TOTAL)

#4 DOWEL, BAR SHALL BE DEVELOPED

TO BOTTOM OF FTG (TYP OF 2)

5"

TYP

#8 (A706) w/STD HOOK, 3 EACH SIDE OF

PLATE, BAR SHALL BE DEVELOPED TO

BOTTOM OF FTG (6 TOTAL)

8"

1 3/8" (GR 50) PLATE

1/4

CJP

TYP

TYP

3/8

3/8

1"

TYP

#8 (A706) w/STD HOOK, BAR SHALL BE

DEVELOPED TO BOTTOM OF FTG (6 TOTAL)

#7 (A706) w/STD HOOK, 2 EACH SIDE

OF PLATE (4 TOTAL)

11

-

ANCHOR PLATE PER 13/-

REINFORCING WELDED TO

ANCHOR PLATE PER 13/-

MODULE FLOOR STRUCTURE PER

PLAN

HSS JOIST/BLKG

4"

BOTTOM OF FTG OR

PERIMETER FOOTING

12

-

8

-

ANCHOR PLATE PER

13 OR 14/-

REINFORCING WELDED

TO ANCHOR PLATE PER

13 OR 14/-

BOTTOM OF FTG OR

PERIMETER FOOTING

HSS JOIST/BLKG,

SEE 27A/S-1.90

#4 x 48" (A706), TYP OF 2,

SEE 27A/S-1.90

FLOOR BEAM PER PLAN

TOP OF STEMWALL

TOP OF FTG

12

-

ANCHOR PLATE PER 13/-

FLOOR BEAM PER PLAN

HSS JOIST/BLKG

BM FLANGE

TO PLATE

2 PLACES

3/8 3

7/16

PLATE EACH SIDE OF

HSS, SEE 27A/S-1.90

7/16

EACH

PLATE

FLOOR BEAM PER PLAN

HSS JOIST/BLKG

PLATE EACH SIDE OF

HSS, SEE 27A/S-1.90

ANCHOR PLATE PER 13/-

3/8 3

SECTION ELEVATION

EACH

PLATE

A B

BM FLANGE

TO PLATE

3" 4" 3"4"

1'-2"

10" 12"10"

3"

12"

ST

D H

OO

K

1 3/8" (GR 50) PLATE

#7 (A706) w/STD HOOK, 4 EACH SIDE

OF PLATE (8 TOTAL)

#4 DOWEL, BAR SHALL BE DEVELOPED

TO BOTTOM OF FTG (TYP OF 2)

5"

TYP

#8 (A706) w/STD HOOK, BAR SHALL BE

DEVELOPED TO BOTTOM OF FTG

(12 TOTAL)

1'-4"

1 3/8" (GR 50) PLATE

1/4

CJP

TYP

TYP

3/8

3/8

#8 (A706) w/STD HOOK, BAR SHALL BE

DEVELOPED TO BOTTOM OF FTG (12 TOTAL)

#7 (A706) w/STD HOOK, 4 EACH SIDE

OF PLATE (8 TOTAL)

9

-

3"

4"

1'-2

"

3"

4"

1'-4"

1 1/2"5"1 1/2" 5" 3"

1 3/8" (GR 50) PLATE

#8 (A706) w/STD HOOK, BAR

SHALL BE DEVELOPED TO

BOTTOM OF FTG (12 TOTAL)

FLOOR BEAM PER PLAN

HSS JOIST/BLKG

7/16

PLATE EACH SIDE OF

HSS, SEE 27A/S-1.90

7/16

EACH

PLATE

FLOOR BEAM PER PLAN

HSS JOIST/BLKG

PLATE EACH SIDE OF

HSS, SEE 27A/S-1.90

ANCHOR PLATE

PER 10+27/-

3/8 3

SECTION

ELEVATION

EACH

PLATE

A

B

3/8 3

2"

EA

HOLE

1 1/8" DIA HOLE FOR

PLUG WELD, TYP

3/8 3

1 1/2"

ANCHOR PLATE

PER 10+27/-

EACH

HOLE

BM FLANGE

TO PLATE

BM FLANGE

TO PLATE

BM FLANGE

TO PLATE

ANCHOR PLATE,

SEE 9,10+27/-

(4) #3 HAIRPINS,

36" LEGS (MIN)

REBAR WELDED TO

PLATE, SEE 9+10/-

FLOOR BEAM PER PLAN

HSS JOIST/BLKG

PLATE EACH SIDE OF

HSS, SEE 27A/S-1.90

29

-

FOUNDATION

DETAILS

F-1.91

8

9

10

11

1

2

3

5

1420

22

12 6

16

1319

"FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS PROVIDED

THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE ARCHITECT

(STRUCTURAL ENGINEER) SOIL ENGINEER. SUBJECT TO THE APPROVAL OF THE DIVISION

OF THE STATE ARCHITECT. IN SUCH CASE THE MINIMUM FORMWORK SHOWN ON THE

DRAWINGS IS MANDATORY TO INSURE CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO AND

DURING THE PLACING OF CONCRETE."

WIDTH SHOWN ON

DRAWINGS + 2"

6

"

AFTER SET CLEAN TO

REMOVE LAITANCE & SCUM

CONT. MIN. CLEAN-OUT

FORMWORK NOT PERMITTED

BELOW GRADE UNLESS FULLY

FORMED 3-1/2" STARTER WALL

REQ'D FOR FTG'S BELOW GRADE

FORMWORK

SPECIFICATIONS

APPLICABLE

2" PLANKING TYP.

STAKES NOT PERMITTED

WITHIN FOOTING SECTION

CURB OR STARTER WALL

CONC. FILL TO BE

PLACED BEFORE

FOOTING IS

POURED. PLACE

SAME WIDTH AS

FOOTING & FULL

WIDTH OF PIPE

TRENCH

FOOTING. (NO PIPES THIS AREA)

STEM WALL

SLEEVE, TYP.

NO DIGGING

FOR PIPE

TRENCH

PARALLEL TO

FTG. BELOW

THIS LINE

1

2

24"

MA

X.

24"

MA

X.

4" M

IN

6" M

IN

18"

MIN

TOP OF STEM WALL

BOT OF FTG

2" M

IN

9"

BOT OF FTG

18"

MIN

18"

MIN

3"

MIN

NOTES:

ALL PIPES SHALL BE ENCASED IN

SLEEVES W/ 1" CLEAR SPACE AROUND

PIPE. SEAL AND MAKE WATERTIGHT

WITH PLASTIC MATERIAL (REF CPC

SECTION 313.10 SLEEVES)

IF PIPE IS IN PLACE PRIOR TO POURING

CONCRETE, WRAP PIPE WITH 1" GLASS

WOOL OR POLYSTYRENE TAPE BEFORE

POURING CONCRETE IN LIEU OF

SLEEVES

1.

2.

MINIMUM FORM WORK (UNLESS FULLY FORMED)

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

PIPE SLEEVE DETAIL

SCALE : 1/4 = 1'-0"

25

26

27

29

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

ANCHOR PLATE AT CORNER

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

8"

8"

ANCHOR PLATE PER 13+16/-

FOUNDATION STEM WALL

24"

OUTLINE OF BUILDING

FRAME (DASHED)

32"

CONNECTION TO MODULE

FRAME PER 12/-

CONNECTION TO

MODULE FRAME

PER 12/-

C

B

OH

ANCHOR PLATE AT MODULE LINE

SCALE : 1"=1'-0"

CONNECTION TO MODULE

FRAME PER 12/- (TYP)

MODULE LINE

ANCHOR PLATE PER 13+16/-

24"

8"

24"

FOUNDATION

STEMWALL

24"

ANCHOR PLATE PER 26/-

OUTLINE OF BUILDING

FRAME (DASHED)

CONNECTION TO MODULE

FRAME PER 29/- (TYP)

C

B

OH

SCALE : 1"=1'-0"

MODULE TO ANCHOR PLATE CONNECTION (8" WIDE ANCHOR PLATE)

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

SECTION AT WINGWALL ANCHOR PLATE

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

SECTION THRU 8" ANCHOR PLATE

SCALE : 1"=1'-0"

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

ANCHOR PLATE ELEVATION (8" ANCHOR PLATES)

8" WIDE ANCHOR PLATE ELEVATION

ANCHOR PLATE AT STEMWALL

18

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

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

ANCHOR PLATE ELEVATION (WINGWALL ANCHOR PLATE)

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

WINGWALL ANCHOR PLATE ELEVATION

WINGWALL ANCHOR PLATE (PLAN)

MODULE TO WINGWALL PLATE CONNECTION

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

30

23

Burbank Unified

School District

11/9/2020

11220

No.

SILVER CREEK INDUSTRIES, INC.

2830 BARRETT AVE PERRIS, CALIFORNIA 92571

PHONE: 951-943-5393 FAX: 951-943-2211

SILVERCREEK

Building for the Next Generation

BU

RBAN

K U

SD

W

ALT D

ISN

EY ES

1220 W

O

RAN

GE G

RO

VE AVE, BU

RBAN

K, CA 91506

NAYJ. O EM RR

S T A

SS I ONROFP

ETSIG

IA NOFILA

RTCFOE

E

E R

DER ENGI

LA

REEN

CLARUTURTS

No. S4437

DSAD E P A R T M E N T O F G E N E R A L S E R V I C E S

DIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECTDSADIVISION OF THE STATE ARCHITECT

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP: INC:REVIEWED FOR

SS FLS ACS

DATE:

✔ ✔ ✔

03-119964

11/20/2020