Fairf

REVISIONS

NOTES 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. FOUNDATIONS DESIGNED TO BEAR ON SOIL WITH AN ALLOWABLE BEARING CAPACITY OF 2000 PSF. SOILS BELOW FOOTINGS TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR AND BELOW SLABS TO 90% OF THE STANDARD PROCTOR.

ARCHITECT'S / ENGINEER'S SEAL

3. COORDINATE WITH ELECTRICAL AND PLUMBING FOR SLAB PENETRATIONS. 4. DEPTH OF TURNDOWN MAY BE INCREASED FOR FIELD CONDITIONS.

18'

JAB 1'

9'

1/16" PERFT .

SLOPE MIN.

23'

14'-6" C L

19'-5"

C L

16" WIDE X 20" DEEP THICKENED SLAB FTG. REINFORCED WITH 3 - #4 CONTINUOUS, TYP.

PLAN 1 FOUNDATION SCALE: 1/8" = 1' - 0"

C L

3'-9 1/4"

31'-6"

7'-10 1/2"

40'

10" THICKENED SLAB WITH #4 AT 12" O.C. E.W.

7'-6 1/4"

43'

Tabloid (11" x 17")

CL 6"

C L

7'-1 1/2"

4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE

P.T. 6X6 SYP #2 POST WITH SIMPSON ABU66 POST BASE ON 18" X 18" X 12" DEEP PLAIN CONCRETE FOOTING, TYP.

8'

Scale: 1/8" = 1'-0"

C L

46'-4" 8"

1'

4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE

3'-3 1/4"

CL

15'-11"

NOTE: RUN PLUMBING & ELECTRICAL CONDUIT WITHIN THE SLAB FOR THE KITCHEN ISLAND, REFER TO 1ST FLOOR PLAN FOR LOCATION

18" WIDE X 10" DEEP THICKENED SLAB FTG. REINFORCED WITH 2-#4 CONTINUOUS, TYP.

1/16" PERFT .

SLOPE MIN.

4"

6'-6"

2'

4" 3000PSI CONC. SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 6 MIL VAPOR BARRIER ON 4" CRUSHED STONE

5'-6"

1'

4'

2'

9'

DRAWN BY:

16" WIDE X 20" DEEP THICKENED SLAB FTG. REINFORCED WITH 3 - #4 CONTINUOUS, TYP.

DATE: 12/4/2013

4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE

FOUNDATION PLAN

4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE

16" WIDE X 20" DEEP THICKENED SLAB FTG. REINFORCED WITH 3 - #4 CONTINUOUS, TYP.

25'

SIDING 4 SIDES

14'-1"

THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:

15'-2 1/2"

2'

12'-8 1/2"

2'

6'-4"

1'

6'-4"

8'

DETACHED GARAGE

85'

S1.0

REVISIONS

NOTES 1. HEADERS ARE SHOWN AT INTERIOR LOAD BEARING WALLS ONLY AND ARE TO BE 2 - 2X10 SYP #2, U.N.O. FURR DOWN HEADERS AT INTERIOR NON-LOAD BEARING WALLS

ARCHITECT'S / ENGINEER'S SEAL

2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O. 3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET. 4. FLOOR JOIST TO BE 16" I-JOIST AT 19.2" O.C. MAXIMUM. REFER TO SUPPLIER LAYOUTS FOR INFORMATION NOT SHOWN.

RB1 O.C. 16" X 6' @ T 2 # JOIS sp f ING 2x6 CEIL

FB2

FB7 TRUSS SUPPLIER/DESIGN FOR ROOF & CEILING LOADS

Scale: 1/8" = 1'-0"

FB7

Tabloid (11" x 17")

FB5

P.T. 2 X 8 SYP. #2 X8' @ 16" O.C.

STUD PACK SCHEDULE

BEAM SCHEDULE MARK

1

SIZE

LENGTH MATERIAL

NUMBER OF 2X4 STUDS

FB1

2 - 1 3/4" X 11 7/8"

21'

LVL

2 - 2X'S

2

FB2

3 - 1 3/4" X 24"

23'

3 - 2X'S

3

FB3

2 -2 X8

4'

LVL P.T. SYP #2

2 - LVL

3

FB4

9'

P.T. SYP #2 P.T. SYP #2

3 - LVL

4

FB5

2 -2 X8 2 -2 X8

FB6 FB7

2-2X8

5' 4'

P.T. SYP #2

2 -2 X8

H1

2 - 1 3/4" X 11 7/8"

10'

LVL

H2

2 - 1 3/4" X 11 7/8"

12'

LVL

H3

2 - 1 3/4" x 11 7/8"

10'

LVL

RB1

2 - 2 X 10

9'

SYP #2

RB2

2 - 1 3/4" X 9 1/4"

16'

LVL

RB3 RB4

2 - 2 X 10 2 -2 X8

9'

SYP #2 SYP #2

CB1

2-2X8

6'

CB2 CB3

3-2X8 3-2X8

9'

SYP #2 SYP #2

9'

SYP #2

CB4

3 - 2 X 10

12'

SYP #2

8'

8'

P.T. SYP #2

SECOND LEVEL FLOOR FRAMING PLAN SCALE: 1/8" = 1' - 0"

BEAM SIZE

THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:

P.T. 2 X 8 SYP. #2 X4' @ 16" O.C.

FB6

FB4

FB3

FLOOR FRAMING PLAN

P.T. 2 X 8 SYP. #2 X4' @ 16" O.C. H1

TRUSS SUPPLIER/DESIGN FOR ROOF & CEILING LOADS

RB3

TRUSS SUPPLIER/DESIGN FOR ROOF & CEILING LOADS

CB3

OPEN

2x8

RB2

sp f # 2 X9 ' AT 16 " CEIL O .C .

ING JOIS T

CB2

DATE: 12/4/2013

H2

SIDING 4 SIDES

FB1

DRAWN BY:

DESIGN FLOOR SYSTEM FOR LOADS FROM KNEE WALL.

DETACHED GARAGE

H3

JAB

5. PROVIDE EXTRA JOIST UNDER WALLS PARALLEL TO JOIST FRAMING DIRECTION.

S2.0

REVISIONS

2 x 8 SPF #2 X 13' AT 16" O.C.

2 x 6 SPF #2 X 7' AT 16" O.C.

2x 8 SPF #2

.C.

VAULT

NOTES

BEAM SCHEDULE MARK

SIZE

LENGTH MATERIAL

FB1

2 - 1 3/4" X 11 7/8"

21'

LVL

FB2

3 - 1 3/4" X 24"

23'

FB3

2-2X8 2 -2 X8 2 -2 X8 2 -2 X8

4'

LVL P.T. SYP #2

FB4

FB5

9'

8'

P.T. SYP #2 P.T. SYP #2

FB6 FB7

5' 4'

P.T. SYP #2

2 -2 X8

H1

2 - 1 3/4" X 11 7/8"

10'

LVL

H2

2 - 1 3/4" X 11 7/8"

12'

LVL

H3

2 - 1 3/4" x 11 7/8"

10'

LVL

RB1

2 - 2 X 10

RB2

2 - 1 3/4" X 9 1/4"

16'

LVL

RB3 RB4

2 - 2 X 10 2 -2 X8

9' 8'

SYP #2 SYP #2

CB1

2-2X8

6'

CB2 CB3

3-2X8 3-2X8

9'

SYP #2 SYP #2

9'

SYP #2

CB4

3 - 2 X 10

12'

SYP #2

FRAMING PLAN 1 CEILING SCALE: 1/8" = 1' - 0"

9'

P.T. SYP #2

SYP #2

1. HEADERS ARE SHOWN AT INTERIOR LOAD BEARING WALLS ONLY AND ARE TO BE 2 - 2X10 SYP #2, U.N.O. FURR DOWN HEADERS AT INTERIOR NON-LOAD BEARING WALLS 2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O. 3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET.

STUD PACK SCHEDULE BEAM SIZE

NUMBER OF 2X4 STUDS

2 - 2X'S

2

3 - 2X'S

3

2 - LVL

3

3 - LVL

4

JAB THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:

2x 8 SPF #2

X 13 ' AT

16"

O.C.

OPEN TO RAFTERS

Tabloid (11" x 17")

CEILING FRAMING PLAN

VAULT

Scale: 1/8" = 1'-0"

DRAWN BY:

O 16 "

DATE: 12/4/2013

' AT

SIDING 4 SIDES

2x 8 SPF #2

2x 8

X 10 F #2 X SP

DETACHED GARAGE

CB-1

X15' AT 1 6" O

.C .

VAULT

2x 8 SPF #2

X 14 ' AT

X 14 ' AT

16"

16"

O.C.

O.C.

X 9' AT1 6"

O.C.

VAULT

2x 6 SPF #2

X 13 ' AT 2x 8 SPF #2

VAULT

16"

O.C.

VAULT

ARCHITECT'S / ENGINEER'S SEAL

S3.0

REVISIONS

ARCHITECT'S / ENGINEER'S SEAL

CB4

X 20

16 ' AT

" O.C

.

OVER BUILD

#2 X 2X6 SPF 16' A T 16 " O.C

12 ' YP #2 X

2X6

#2 SPF

X

T 18 ' A

16" O

Scale: 1/8" = 1'-0"

.C.

2X6

SPF

13 #2 X

' AT

16 " O

.C.

22 '

2X8 SYP #2 X 16'

YP 8S 2X ' 12

.

X

' 22

#2

.

NOTES

BEAM SCHEDULE 2 X6

# SPF

16 7' AT 2X1

" O.C

.

MARK

2 - 1 3/4" X 11 7/8"

21'

LVL

FB2

3 - 1 3/4" X 24"

23'

FB3

2 -2 X8 2 -2 X8 2 -2 X8 2-2X8

4'

LVL P.T. SYP #2

9'

P.T. SYP #2

8'

P.T. SYP #2 P.T. SYP #2

FB5

1

ROOF FRAMING PLAN SCALE: 1/8" = 1' - 0"

LENGTH MATERIAL

FB1

FB4

RAFTER BEARING TYP.

SIZE

FB6 FB7

2 -2 X8

5' 4'

H1

2 - 1 3/4" X 11 7/8"

10'

LVL

H2

2 - 1 3/4" X 11 7/8"

12'

LVL

H3

2 - 1 3/4" x 11 7/8"

10'

LVL

RB1

2 - 2 X 10

9'

SYP #2

RB2

2 - 1 3/4" X 9 1/4"

16'

LVL

RB3 RB4

2 - 2 X 10 2 -2 X8

9' 8'

SYP #2 SYP #2

CB1

2-2X8

CB2 CB3

3-2X8 3-2X8

6' 9'

SYP #2 SYP #2

9'

SYP #2

CB4

3 - 2 X 10

12'

SYP #2

1. DECK ROOF WITH 7/16" APA RATED 24/16 SHEATHING. 2. SEE CEILING FRAMING PLAN FOR HEADER DESIGNATIONS.

P.T. SYP #2

STUD PACK SCHEDULE BEAM SIZE

NUMBER OF 2X4 STUDS

2 - 2X'S

2

3 - 2X'S

3

2 - LVL

3

3 - LVL

4

DRAWN BY:

JAB

.C. 16 " O

2X 8S

AT 16" O. C. #2 X 18 '

' AT

Tabloid (11" x 17")

ROOF FRAMING PLAN

X

2X6 SPF

2X8 SYP #2 X 16'

2X8 SPF #2 X 8' AT 16" O.C.

X 13

DATE: 12/4/2013

2X8 SYP #2 X 14'

2X 8

2X8 SYP #2 X 16'

SIDING 4 SIDES

.

DETACHED GARAGE

' X8 #2 SY P

" O.C

. " O.C

THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:

#2 X 2X6 SPF 16' A T 16" O

16" O .C. 2' AT 2X2 .

#2 X 2X6 SPF 21' A T 16 " O .C

RB2

6 AT 1

16 ' AT

2X8 SYP #2 X 18'

' 12

#2

P SY

X

X 7'

X 18

O.C.

T 16" X 1 7' A

#2 SPF 2 X6

2X8 SYP #2 X 6'

60"

#2

PF #2 2X8 S

2X

P SY

8 2X

#2 SPF 2X6

#2 SPF 2X6

.

2X8 SYP #2 X 14'

.C 16" O 0' AT 2X2 # F P 2X6 S

7' #2 X .

SPF 2X6 16" O.C AT

2X8 SYP #2 X 16'

# YP 8S 2X

8 2X

X 20 ' AT 1 6" O .C

#2 X 2X 6 SP F 21' A T 16 " O .C

62"

RB3

2X6 SPF #2

7' #2 X .

SPF 2X6 16" O.C AT

SP F #

SY P

#2

#2 X

2X8

9'

X

SPF 2X6 16 " O.C. 9 ' AT

2- 2x8 X 8'

2X8 SYP #2 X 8'

2X 8

88"

RB4 #2 X 2X6 S PF 6' AT 16" O .C.

9'

2X1

X

SPF #

#2 X 2X6 SPF 9' AT 1 6" O .C.

#2

61 1/2"

DOUBLE RAFTER

P SY

3' AT

8 2X

16" O .C.

RB1

2X6 SPF #2 X 7' AT 16" O.C.

2X8 SYP #2 X 9'

2X8 SPF #2 X 16'

2X6

2X8 SYP #2 X 8'

.C.

.

#2 SPF 2X6

S4.0