Attachment VI - Modular Foundation.pdf

M O

D 'A' M

O D 'B'

M O

D 'C'

B

C

C

C

C

C

C

C

C

C C

A

68'-8"

CONCRETE STEMWALL OUTSIDE EDGE DIMENSION

'-3

CO

N

CR

ET

E

ST

EM

W

AL

L O

U

TS

ID

E

ED

GE

D

IM

EN

SI

O N

IN

CL

U

DE

D W

/ 1 /2

" M

AT

EL

IN

E

GR

O W

TH

E

AC

H M

AT

EL

IN

E

14'-1"

5' -1

1" 5'

-1 1"

5' -1

1" 5'

-1 1"

5' -1

1" 6'

-0

14'-1"11'-8"14'-1"14'-1"

14'-1"14'-1"11'-8"14'-1"14'-1"

'-7

BU

IL

DI

N G

W

ID

TH

IN

CL

U

DE

D

W / 1

/2 " M

AT

EL

IN

E

GR

O

W

TH

E

AC

H

M

AT

EL

IN

E

5' -1

1" 5'

-1 1"

5' -1

1" 6'

-0

8"

TY

P.

S

TE

M

W

AL

L

24"x36" CRAWL SPACE ACCESS OPENING WITH

WINDOW WELL INSTALLED AT TOP OF STEM WALL.

1' -6

TY

P.

F

O O

TE

R

8"x16" CRAWL SPACE VENT OPENING WITH WINDOW

WELL INSTALLED AT TOP OF STEM WALL.

C

C

C

C

1/ 2"

1/ 2"

69'-6"

CONCRETE FOOTER OUTSIDE EDGE DIMENSION

'-0

CO

N

CR

ET

E

FO

O

TE

R

O U

TS

ID

E

ED

GE

D

IM

EN

SI

O

N

IN

CL

U

DE

D

W / 1

/2 " M

AT

EL

IN

E

GR

O

W

TH

E

AC

H

M

AT

EL

IN

E

11'-4" 11'-4"

C C C C C

C C C C C

5' -1

1" 5'

-1 1"

A

A

A

11'-4"11'-4"11'-4"11'-4"

B

B B

D

AT

E:

D R

AW

N

B Y:

SC

AL

E:

JO

B

N O

LO

C

AT

IO

N

R

EV

IS

IO

N

1. 2. 3. 4.

F-1

FOUNDATION PLAN

#7

- U

SD

A

- A

RS

PR

OS

SE

R, W

A

JH

P 4-1

9-2

3/8

1' -0"

PR

OS

SE

R, W A

LEGEND

DBL STACKED CMU BLOCK AND POURED

CONCRETE FOOTER BELOW

DESIGN LOADS:

ROOF LIVE LOAD: 30 PSF

ROOF DEAD LOAD: 20 PSF

GROUND SNOW LOAD: 35 PSF

FLOOR LIVE LOAD: 50 PSF (2000 LB CONCENTRATED)

STORAGE ROOM: 125 PSF

WIND LOAD: 110 MPH, EXP. C (VULT)

SEISMIC DESIGN CATEGORY: D

PER "SMOD3668PROSSER" DRAWING

GENERAL NOTES:

1. SEE DRAWING SHEET F-1.1 FOR FURTHER

INFORMATION AND DETAILS ON

FOUNDATION SUPPORT SYSTEM.

2. TOTAL AREA OF VENTILATION OPENINGS

REDUCED TO 1/1,500 OF THE

UNDER-FLOOR AREA AS ALLOWED PER

OBC SECTION 1203.4.2 WHEN GROUND

SURFACE IS COVERED WITH CLASS I VAPOR

RETARDER MATERIAL AND THE OPENINGS

ARE PLACED SO AS TO PROVIDE CROSS

VENTILATION OF THE SPACE.

SHEET KEYNOTES:

A 33"x33"x10" CONCRETE FOOTER WITH

DOUBLE 8"x16"x8" CMU BLOCK STACKED

ABOVE TO BOTTOM OF BUILDING FRAME.

C 8"x8"x1/4" STEEL PLATE w/ (2) 1/2" DIA.

'L' RODS 8" LONG WELDED TO BOTTOM

OF PLATE w/ 1/4" FILLET FOR ENTIRE

CIRCUMFERENCE AND ANCHORED INTO

TOP OF STEM WALL. SEE DETAILS ON

SHEET F-3 FOR MORE INFORMATION.

F-1.1 B1

F-1.1 B4

F-1.1 B1

F-1.1 B2

F-1.1 B3

B 54"x54"x16" CONCRETE FOOTER WITH DOUBLE 8"x16"x8" CMU BLOCK STACKED

ABOVE TO BOTTOM OF BUILDING FRAME.

http://www.sustainablemodular.com/ AutoCAD SHX Text www.sustainablemodular.com

PROVIDE POSITIVE DRAINAGE UNDER UNIT.

UNDERGROUND UTILITY LOCATIONS ARE THE RESPONSIBILITY OF OTHERS. ALL UNDER-

GROUND UTILITY LOCATIONS MUST BE VERIFIED PRIOR TO ANY EXCAVATION.

7.

8.

OF THE FOUNDATION TO DETERMINE THE AMOUNT OF INCREASED WIDTH TO BE ADDED TO THE

NOMINAL DIMENSIONS SHOWN ABOVE.

SOILS ONLY.

REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE PLACED ON NON-EXPANSIVE

CAPACITY IS LESS THAN 2,000 PSF, THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR

SOIL BEARING CAPACITY SHOWN ON THIS PLAN IS ASSUMED. IF THE ACTUAL SOIL BEARING

MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNER.

THE FOUNDATION DIMENSIONS SHOWN ARE NOMINAL. AN INCREASE IN MODULE WIDTH SHOULD

BE EXPECTED DUE TO MODULE EXPANSION, SETTING TOLERANCES, ETC. THE FOUNDATION CON- TRACTOR SHOULD CONSULT WITH THE MANUFACTURER OF THE MODULES PROIR TO CONSTRUCTION

NOTE: ALL REQUIRED BUILDING AND/OR CONSTRUCTION PERMITS MUST BE APPLIED

FOR AND OBTAINED FROM THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO

ANY WORKED BEING DONE ON THE ABOVE SHOWN FOUNDATION DESIGN.

FOUNDATION NOTES:

6.

OF THIS FOUNDATION IS SUBJECT TO THE LOCAL JURISDICTION HAVING AUTHORITY.

THE WIND LOAD AND SOIL BEARING REQUIREMENTS OF THESE CODES. THE APPROVAL

ALTERNATIVE DESIGN OR METHOD OF CONSTRUCTION. THIS DESIGN MEETS OR EXCEEDS

THE FOUNDATION IS DESIGNED AS PER SECTION 104.11 OF THE 2018 IBC USING2.

5.

UNITS & 1/2" GROWTH. ACTUAL OVERALL WIDTH MAY INCREASE DUE TO SITE CONDITIONS,

OVERALL WIDTH DIMENSION IS NOMINAL AND IS BASED ON UNIT WIDTH x NUMBER OF

BEYOND THE CONTROL OF THE BUILDING MANUFACTURER.

MATERIAL, TOLERANCES. FAILURE TO REMOVE CLOSE-UP MATERIAL AND/OR OTHER FACTORS

4.

3.

IS REMOVED FROM UNDER THE BUILDING AND THAT THE GROUND IS LEVELED AND

IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY TO INSURE THAT ALL LOOSE DEBRIS

FIRMLY COMPACTED.

WITH ALL APPLICABLE STATE AND LOCAL CODES.

ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE1.

9. FOUNDATION SITE PREP IS TO BE COMPLETED BY OTHERS PRIOR TO ANY FOUNDATION WORK

TO BE DONE.

10. SMM IS NOT RESPONSIBLE FOR ANY FOUNDATION OR SETTLING ISSUES DUE TO NO GEOTECH

REPORT PROVIDED. ASSUMING MINIMUM 2,000 PSF SOIL BEARING CAPACITY

1'-6"

2' -4

GRADE @ CRAWL SPACE

EXTERIOR 'SMART' PANEL SIDING

5"

CONCRETE

STEMWALL

CONCRETE

SPREAD FOOTING

12" C-CHANNEL

8"

DAMPPROOFING

6 MIL. CLASS I

VAPOR BARRIER

5"(2) #4 HORIZONTAL

REBAR (3" CLEAR)

#4 VERTICAL REBAR

@ 36" O.C.

2"x4" KEY

1/4" BEARING PLATE W/ 1/2" DIA. 'L' RODS

8" LONG WELDED TO PLATE w/ 1/4" FILLET

FOR ENTIRE CIRCUMFERENCE

(3) #4 HORIZONTAL REBAR

SILL SEAL

2' -0

1'

-0

2x8 FLOOR JOISTS

1'-6"

2' -4

GRADE @ CRAWL SPACE

5" 5"

CONCRETE SPREAD FOOTING

SILL SEAL

8"

GRAVEL FILL

24"x36" VENT OPENING w/ COVERING

6 MIL. CLASS I

VAPOR BARRIER

GALVANIZED WINDOW

WELL w/ GRATED COVER

#4 VERTICAL REBAR

@ 36" O.C.

EXTERIOR HARDI PANEL SIDING

(2) #4 HORIZONTAL

REBAR (3" CLEAR)

1' -0

12" C-CHANNEL

2' -0

2x8 FLOOR JOISTS

2'-9"

2' -4

GRADE @ CRAWL SPACE

8"x8"x16" CMU

BLOCKED PIER

CONCRETE SQUARE FOOTING

M O

DU

LE

M

AT

E

LI

N E

1/2" TOLERANCE

1/2" THREADED ROD w/ WASHER

8'-0" O.C. FIRST ROD TO BE WITHIN

24" OF FRONT AND REAR BEAMS

4"x8"x16" SOLID

CMU CAP BLOCK

6 MIL. CLASS I

VAPOR BARRIER

SELF-ADHERED MEMBRANE AROUND

PIER. SECURE TO VAPOR BARRIER TO

PROVIDE COMPLETE SEAL

2x8 FLOOR JOISTS

12" C-CHANNEL

2x8 FLOOR JOISTS

FOOTING 'A'

NOTES:

1. WELD PLATES TO BE PLACED PER THE LOCATIONS AND

SPACING SHOWN ON THE FOUNDATION PLAN SHEET F-2.

8"

8"

4"

TYP.

1/

2"

TY

P.

6"

2"

1/4" STEEL PLATE

1/2" 'L' RODS 8" LONG WELDED TO PLATES w/

1/4" FILLET FOR ENTIRE CIRCUMFERENCE

PRESPECTIVE VIEWPLAN VIEW

4'-6"

2' -4

GRADE @ CRAWL SPACE

8"x8"x16" CMU

BLOCKED PIER

CONCRETE SQUARE FOOTING

M O

DU

LE

M

AT

E

LI

N E

1/2" TOLERANCE

1/2" THREADED ROD w/ WASHER

8'-0" O.C. FIRST ROD TO BE WITHIN

24" OF FRONT AND REAR BEAMS

4"x8"x16" SOLID

CMU CAP BLOCK

6 MIL. CLASS I

VAPOR BARRIER

SELF-ADHERED MEMBRANE AROUND

PIER. SECURE TO VAPOR BARRIER TO

PROVIDE COMPLETE SEAL

2x8 FLOOR JOISTS

12" C-CHANNEL

2x8 FLOOR JOISTS

FOOTING 'B'

CMU BLOCKS TO BE

CONCRETE FILLED

D

AT

E:

D R

AW

N

B Y:

SC

AL

E:

JO

B

N O

LO

C

AT

IO

N

R

EV

IS

IO

N

1. 2. 3. 4.

F-1.1

FOUNDATION NOTES &

DETAILS

#7

- U

SD

A

- A

RS

PR

OS

SE

R, W

A

MC

4-1 9-2

N.

T.S

PR

OS

SE

R, W A

B1

B2

B3

C3

SECTION DETAIL @ BUILDING ENTRANCES

SCALE: 1" = 1'-0"

SECTION DETAIL @ CRAWL SPACE VENT OPENING

SCALE: 1" = 1'-0"

SECTION DETAIL @ MATE LINE FOOTINGS

SCALE: 1" = 1'-0"

STEEL BEARING WELD PLATE DETAIL

SCALE: 3" = 1'-0"

B4 SECTION DETAIL @ MATE LINE FOOTINGS

SCALE: 1" = 1'-0"

http://www.sustainablemodular.com/ AutoCAD SHX Text www.sustainablemodular.com