Page 1

REVISIONS

65'-8 1/2" 10'-9"

43'-11 1/2"

NOTES 5"

8'-7 3/4"

12'

11'-2"

DATE: 3/20/2014

SIDING 4 SIDES

36'

11'

4" STEP

Scale: 1/8" = 1'-0" Tabloid (11" x 17") 25K 10'-1 1/2"

10'-1 1/4"

8"

8"

4'-8"

SLOPE 1/16" PER FOOT, MIN.

25K

25K

HELICAL PIER AND ULTIMATE CAPACITY. TYP. 21'

25K

18"H X 24"W MIN. CRAWL SPACE ACCESS DOOR NOTE: ACCESS DOOR LOCATED PER BUILDER PER SITE CONDITIONS

9'-4 3/4"

9'-4 3/4"

9'-4 1/2"

9'-4 3/4" 56'-4"

8"X8" HELICAL PIER AND ULTIMATE CAPACITY. TYP. 57'

10'-5"

65'-3 1/2" 96'-8 1/2"

1. THE HELICAL PILE CONTRACTOR SHALL BE EXPERIENCED IN PERFORMING DESIGN AND CONSTRUCTION OF HELICAL PILES AND SHALL FURNISH ALL MATERIALS, LABOR, AND SUPERVISION TO PERFORM THE WORK. 2. HELICAL PILES SHALL BE INSTALLED AT THE LOCATIONS INDICATED ON THE FOUNDATION DRAWINGS. ULTIMATE LOAD CAPACITY OF INSTALLED PILES SHALL MEET OR EXCEED THE VALUES INDICATED ON THE FOUNDATION PLAN. 3. ALLOWABLE TOLERANCES -CENTERLINE OF HELICAL PILES SHALL NOT BE MORE THAN 3 INCHES FROM PLAN LOCATION. -HELICAL PLIE PLUMBMESS SHALL BE WITHIN 2 DEGREES OF DESIGN ALIGNMENT. -TOP ELEVATION OF HELICAL PILE SHALL BE WITHIN +1 INCH TO -2 INCHES OF THE DESIGN VERTICAL ELEVATION.

4. THE CONTRACTOR SHALL PROVIDE THE OWNER COPIES OF HELICAL PILE INSTALLATION RECORDS. THESE INSTALLATION RECORDS SHALL INLCUDE, BUT ARE NOT LIMMITED TO, THE FOLLOWING INFORMATION. -NAME OF PROJECT AND CONTRACTOR -NAME OF CONTRACTOR'S SUPERVISOR DURING INSTALLATION -DATE AND TIME OF INSTALLATION -NAME AND MODEL OF INSTALLATION EQUIPMENT. -TYPE OF TORQUE INDICATOR USED. -LOCATION OF HELICAL PILE BY ASSIGNED INDENTIFICATION NUMBER -ACTUAL HELICAL PILE TYPE AND CONFIGURATION - INCLUDING LEAD SECTION (NUMBER AND SIXE OF HELIX PLATES), NUMBER AND TYPE OF EXTENSIONS (MANUFACTUREER'S SKU NUMBERS) -HELICAL PILE INSTALLATIN DURATION AND OBSERVATIONS -TOTAL LENGTH OF INSTALLED HELICAL PLE -CUT-OFF ELEVATION -INCLINATION OF HELICAL PILE -INSTALLATION TORQUE AT ONE-FOOT INTERVALS FOR THE FINAL 10 FEET -COMMENTS PERTAINING TO INTERRUPTIONS, OBSTRUCTIONS, OR OTHER RELEVANT LOAD CAPACITIES 5. FOUNDATIONS ARE DESIGNED TO SUPPORT THE HOUSE, GARAGE, AND ATTACHED PORCHES WITHOUT SUPPORT FROM THE SOIL. tHE SOIL MAY SUBSIDE UNDER DRIVEWAYS, SIDEWALKS, CONCRETE PADS, AND LANDSCAPED AREAS WITHOUT INDICATING FAILURE OF THE FOUNDATION.

FOUNDATION PLAN

2 S5.0

9'-4 3/4"

9'-4 1/2"

2'

FOUNDATION PLAN

1 S5.0

9'-0 1/4"

13'

13'

18'-0 1/2"

25' 20'-5"

40K

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

7 S5.0

5 1/2"

#3 AT 18" O.C.

50K

18'-8 1/2"

7'-7 1/2"

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

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

11'-2"

9'-11 3/4"

3'-4"

7'-1 3/4"

DETACHED GARAGE

3'-4 1/4"

2'-0 1/2"

4'-4 3/4" 8'-0 3/4"

3 s5.0

9'-0 1/4"

6 S5.0

SLOPE 1/16" PER FOOT, MIN.

8'-7"

5'-5"

8'-7 1/4"

25K

DRAWN BY: JENNY BURGER

17'-3 1/2" 8'-7 3/4" 5'-2"

36'

4'-7"

10'-4" 10'-4" 5'-2"

6'-3 1/2"

22'-4"

4'-8 3/4"

PER FOOT 9'-11 1/2"

1'-3 1/4"

25K

25K

TYP. 13'-10"

5 S.5.0

4'-1"

9'-10"

#4 AT 14" O.C.

9'-10"

3'-11"

1'-4" 4'-2 3/4"

21'

40K

11'

1/4" SLOPE

25K

6. THIS FOUNDATION DESIGN APPLIES ONLY TO THE PROJECT KNOWN AS "LOT 351 VICKERY".

25K

10'-9 3/4"

25K

4'-8" 8'-9 3/4"

5. HELICAL PIERS TO HAVE AN ULTIMATE CAPACITY OF 40K U.N.O.

17'-3 1/2"

15'-8"

4. PROVIDE FOUNDATION VENTILATION AND ACCESS DOOR AS REQUIRED BY CODE.

9'-10"

10'-10"

10'-4 1/2"

8" TYP.

3. COORDINATE WITH METHANE ABATEMENT SYSTEM DESIGNED BY OTHERS.

1

ARCHITECT'S / ENGINEER'S SEAL

25K

2. SEE ARCHITECTURAL PLANS FOR ALL INTERIOR PARTITION DIMENSIONS.

25'

10'-9 3/4"

10'-10"

1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.

2X8 LET IN

11'

4'-8 1/2"

43'-3 1/2"

S1.0


REVISIONS

P.T. 2 X 11 X10 SY P ' AT 16" #2 O.C.

ARCHITECT'S / ENGINEER'S SEAL

SLOPE

DATE: 3/20/2014

SIDING 4 SIDES

4" STEP

DETACHED GARAGE

1/4 "

DRAWN BY: JENNY BURGER

PER FOOT

1

MARK FB1

SIZE 2 - 1 3/4" X 16"

LENGTH 9'

MATERIAL LVL

FB2

2 - 1 3/4" X 16"

4'

LVL

FB3

3 - 1 3/4" X 16"

11'

LVL

FB4

2 - 1 3/4" X 16"

7'

LVL

FB5

2 - 1 3/4" X 16"

4'

LVL

FB6

2 - 1 3/4" X 16"

7'

LVL

FB7

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

25'

LVL

CB1

3 - 1 3/4" X 24"

27'

LVL

RB1

3 - 2 X 12

11'

SYP #2

RB2

3 - 1 3/4" X 11 1/4"

18'

LVL

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

BEAM SIZE

NUMBER OF 2X4 STUDS

NOTES 1. FLOOR JOIST TO BE 16" I-JOIST AT 19.2" O.C. MAXIMUM. REFER TO SUPPLIER LAYOUTS FOR INFORMATION NOT SHOWN.

2 - 2X'S

2

3 - 2X'S

3

2 - LVL

3

2. PROVIDE EXTRA JOIST UNDER WALLS PARALLEL TO JOIST FRAMING DIRECTION."

3 - LVL

4

3. DECK FLOOR WITH 3/4" T & G SHEATHING. 4. DROPPED GIRDERS TO BE 3 - 1 3/4" X 11 1/4" LVL.

FIRST LEVEL FLOOR FRAMING PLAN

STUD PACK SCHEDULE

BEAM SCHEDULE

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

Scale: 1/8" = 1'-0" Tabloid (11" x 17")

S2.0


REVISIONS

ARCHITECT'S / ENGINEER'S SEAL

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

BRICK COL. ALIGNS WITH FACE OF BRICK

1'-4"

NOTE: ALIGN POST COL. ON SCREEN PORCH SO THAT FACE OF BOXED BEAM CAN WRAP THE BRICK COL. SEE ELEVATIONS

5"

FACE OF STUD BEYOND

RB1

2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O.

1

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

STUD PACK SCHEDULE

MARK FB1

SIZE 2 - 1 3/4" X 16"

LENGTH 9'

MATERIAL LVL

BEAM SIZE 2 - 2X'S

2

FB2

2 - 1 3/4" X 16"

4'

LVL

3 - 2X'S

3

FB3

3 - 1 3/4" X 16"

11'

LVL

FB4

2 - 1 3/4" X 16"

7'

LVL

FB5

2 - 1 3/4" X 16"

4'

LVL

FB6

2 - 1 3/4" X 16"

7'

LVL

FB7

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

25'

LVL

CB1

3 - 1 3/4" X 24"

27'

LVL

RB1

3 - 2 X 12

11'

SYP #2

RB2

3 - 1 3/4" X 11 1/4"

18'

LVL

NUMBER OF 2X4 STUDS

2 - LVL

3

3 - LVL

4

NOTE: CEILING HEIGHTS FIRST FLOOR (TYP.) 10' SECOND FLOOR (TYP.) 9'

DRAWN BY: JENNY BURGER

DATE: 3/20/2014

SIDING 4 SIDES

DETACHED GARAGE

Scale: 1/8" = 1'-0" Tabloid (11" x 17")

SECOND LEVEL FLOOR FRAMING PLAN

FB2

FB3

FB6

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

BEAM SCHEDULE

FB1

FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS

FB7

FB4

FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS

FB5

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

FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS

FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS

4. FLOOR JOIST TO BE 16" I-JOIST AT 19.2" O.C. MAXIMUM. REFER TO SUPPLIER LAYOUTS FOR INFORMATION NOT SHOWN.

RB2

3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET.

S2.1


REVISIONS

ARCHITECT'S / ENGINEER'S SEAL

BEAM SCHEDULE MARK FB1

SIZE 2 - 1 3/4" X 16"

LENGTH 9'

MATERIAL LVL

FB2

2 - 1 3/4" X 16"

4'

LVL

FB3

3 - 1 3/4" X 16"

11'

LVL

FB4

2 - 1 3/4" X 16"

7'

LVL

FB5

2 - 1 3/4" X 16"

4'

LVL

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

DETACHED GARAGE

2 X 8 SPF #2 X 3' AT 16" O.C.

STUD PACK SCHEDULE 2 - 2X'S

2

FB7

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

25'

LVL

3 - 2X'S

3

2 - LVL

3

3 - LVL

4

3 - 1 3/4" X 24"

27'

LVL

RB1

3 - 2 X 12

11'

SYP #2

RB2

3 - 1 3/4" X 11 1/4"

18'

LVL

OPEN TO RAFTERS

Scale: 1/8" = 1'-0" Tabloid (11" x 17")

2 X 6 SPF #2 X 4'' AT 16 " O. C.

#2 X 2 X 8 SP F 13' A T 16 " O .C

CLG SLOPING

9' AT 2X1

2X8 9' AT SPF 16" O .C. #2 X

. #2 X 2 X 8 SP F 17' A T 12 " O .C

CLG SLOPING

6' HIGH WALL

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

6' KNEEWALL

3'-6"

SPF #

1

PF .C. 6S O 2 X T 16" 'A 6 X 2 # SLOPE CLG.

2X8 CLG SLOPING

6' KNEEWALL SLOPE CLG.

SLOPE CLG.

6' KNEEWALL

12"

CLG SLOPING

OPEN TO RAFTERS

SLOPE CLG.

CB1

O .C.

6' HIGH WALL

6' HIGH WALL

.

#2 X 2 X 8 SP 13' A F T 16 " O .C

.

CB1

CEILING FRAMING PLAN

LVL

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

7'

6' KNEEWALL

2 - 1 3/4" X 16"

.

NUMBER OF 2X4 STUDS

FB6

#2 X 2 X 8 SP F 17' A T 12 " O .C

BEAM SIZE

SIDING 4 SIDES

3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET.

DATE: 3/20/2014

2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O.

DRAWN BY: JENNY BURGER

NOTES

S3.0


REVISIONS

ARCHITECT'S / ENGINEER'S SEAL

BEAM SCHEDULE

25'

LVL

CB1

3 - 1 3/4" X 24"

27'

LVL

RB1

3 - 2 X 12

11'

SYP #2

RB2

3 - 1 3/4" X 11 1/4"

18'

LVL

2

PF X6S

16" O

.C.

2X8 SYP #2 X 8'

10' #2 X SPF . 2 X 6 16" O.C AT

2X6

# SPF

16 0' AT 2X2

2X8 SYP #2 X 16' 10 #2 X SPF . 2 X 6 16" O.C AT

" O.C

.

2X8 SYP #2 X 16'

'

# SPF

2

16" O

.C.

16" O

2X6

1

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

2X8 SYP #2 X 16'

SLOPE CLG.

STUD PACK SCHEDULE BEAM SIZE

NOTES

6' KNEEWALL

21' #2 X . SPF 2 X 6 16" O.C AT

7' AT 2X1

.

SPF #

" O.C

SPF #

2X

T 16 20' A

SLOPE CLG.

21 #2 X SPF . 2 X 6 16" O.C AT

2X6

5' AT 2X1 SPF #

# SPF

2X1

5' AT

2X6

2X6

DOUBLE

12" O

.C.

2-2X8 SPF #2

DOUBLE

2X6 SP AT 1 F #2 X 1 6" O 3' .C.

12" O

2X8 SYP #2 X 3'

DOUBLE

.C.

.C.

2X6

' AT X 20

2 X 6 SPF #2 X 11' AT 16" O.C.

NUMBER OF 2X4 STUDS

2 - 2X'S

2

3 - 2X'S

3

1. DECK ROOF WITH 7/16" APA RATED 24/16 SHEATHING.

2 - LVL

3

2. SEE CEILING FRAMING PLAN FOR HEADER DESIGNATIONS.

3 - LVL

4

'

6' KNEEWALL

DRAWN BY: JENNY BURGER

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

' AT

DATE: 3/20/2014

FB7

29 #2 X

Scale: 1/8" = 1'-0" Tabloid (11" x 17")

ROOF FRAMING PLAN

LVL

SIDING 4 SIDES

7'

DETACHED GARAGE

2 - 1 3/4" X 16"

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

FB6

2 - 2X8 SPF #2

6' KNEEWALL

LVL

6' KNEEWALL

4'

.C.

LVL

16" O

7'

2 - 1 3/4" X 16"

5' AT

2 - 1 3/4" X 16"

FB5

2X1

FB4

SPF #

LVL

2X6

11'

2X6 SP AT 1 F #2 X 1 6" O 5 .C. '

LVL

.C.

4'

3 - 1 3/4" X 16"

16" O

2 - 1 3/4" X 16"

FB3

7' AT

FB2

2 X 6 SPF #2 X 15' AT 16" O.C.

OVERBUILD

2X1

MATERIAL LVL

SPF #

LENGTH 9'

2X6

SIZE 2 - 1 3/4" X 16"

2X6 SP AT 1 F #2 X 1 6" O 3 .C. '

MARK FB1

S4.0

11 x 17 FOST  

ENGINEER'S DRAWINGS

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