plot plan not to scale crookstondesigns · e plan up d.01 d.11 sheet: scale: sheet title: project...

12026.00

NOT FOR CONSTRUCTION SAMPLE PLANNOT FOR CONSTRUCTION SAMPLE PLANNOT FOR CONSTRUCTION SAMPLE PLAN

NOT FOR CONSTRUCTION SAMPLE PLAN

UP

D.01

D.11

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CrookstonDesigns.comPAGE 1 COVER PAGE

PAGE 2 MAIN FLOOR PLAN

PAGE 3 FOUNDATION/BASEMENT PLAN

PAGE 4 UPPER FLOOR PLAN

PAGE 5 ELEVATIONS

PAGE 6 ELEVATIONS

PAGE 7 SECTIONS & DETAILS

PAGE 8 LEGEND AND NAILING SCHEDULE

PAGE 9 ELECTRICAL

PLOT PLANNOT TO SCALE

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1

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DESCRIPTION

1712 E

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4341

Plan #

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1/4" = 1'

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copyright © Crookston Custom Designs 6/7/2014

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DOOR SCHEDULENUMBER QTY FLOOR DIMENSIONS R/O COMMENTSD01 3 1 (2) 30"X80"X1 3/8" IN 62X82 1/2D02 1 1 108"X96"X1 3/4" L 110X98 1/2D03 1 1 216"X96"X1 3/4" L 218X98 1/2D04 1 1 28"X80"X1 3/8" R IN 30X82 1/2D05 1 1 32"X80"X1 3/8" L IN 34X82 1/2D06 1 1 35 1/2"X80"X1 3/8" R IN 37 1/2X82 1/2D07 1 1 36"X80"X1 3/4" L EX 38X82 1/2D08 1 1 36"X80"X1 3/4" L IN 38X82 1/2D09 1 1 36"X80"X1 3/8" L EX 38X82 1/2D10 1 1 36"X80"X1 3/8" L IN 38X82 1/2D11 2 1 36"X80"X1 3/8" R IN 38X82 1/2D12 1 1 72"X80"X1 3/4" L EX 74X82 1/2D13 1 1 72"X98"X1 3/4" L EX 72X98D14 3 2 (2) 24"X80"X1 3/8" IN 50X82 1/2D15 3 2 30"X80"X1 3/8" R IN 32X82 1/2D16 2 2 32"X80"X1 3/8" L IN 34X82 1/2D17 1 2 32"X80"X1 3/8" R IN 34X82 1/2D18 1 2 36"X80"X1 3/8" L IN 38X82 1/2

WINDOW SCHEDULENUMBER QTY FLOOR DIMENSIONS R/O DESCRIPTION COMMENTSW01 1 1 48"X48"LS 48X48 LEFT SLIDINGW02 3 1 60"X48"LS 60X48 LEFT SLIDINGW03 1 1 72"X60"LS 72X60 LEFT SLIDINGW04 3 2 42"X54"SH 42X54 SINGLE HUNGW05 1 2 48"X24"LS 48X24 LEFT SLIDINGW06 3 2 48"X48"FX 48X48 FIXED GLASSW07 1 2 48"X54"SH 48X54 SINGLE HUNGW08 2 2 60"X48"LS 60X48 LEFT SLIDINGW09 1 2 72"X48"LS 72X48 LEFT SLIDING

W02

W03D13

W02 W02 D12

W01

D07

D03

D02

D09

D08

D11 D05

D01

D01

D06

D04

D11D10

D01

D11 D05

W02 W02 D12

DW

W02 W02 D12W02 W02 D12W02 W02 D12

D09

W02 W02 D12W02 W02 D12

D11D10

W02 W02 D12W02 W02 D12

D11D10

WH

WH

REF.REF.

D11D10

W02 W02 D12W02 W02 D12

D11D10

UP

11'-4" x 12'-1"

14'-3" x 17'-10"19'-11" x 16'-0"

8'-5" x 7'-8"7'-11" x 7'-8"

25'-2" x 13'-6"

41'-0" x 27'-6"

29'-7" x 7'-7"

7'-7" x 45'-5"

2069 sq ft

15'-0" x 12'-1"

1'-0"

3'-0"

2'-0"

7'-0"

4'-0"

12

'-0"

38

'-0"

30'-0"

0'-3"

5'-0"6'-0"19'-0"

8'-0"

8'-0"

7'-0"

53

'-0"

38

'-0"

15

'-0"

7'-0"

5'-0"

6'-8"

5'-4"

14

'-0"

72'-0"

23'-0" 11'-8" 7'-4" 30'-0"

3'-8" 5'-0" 3'-0"6'-0" 5'-0" 12'-0"

53

'-0"

7'-0"

29

'-0"

17

'-0"

72'-0"

30'-0"28'-0"14'-0"

7'-6"6'-0"8'-0"6'-0"2'-6"5'-0"18'-0"5'-0"2'-6"9'-0"2'-6"

5'-0 1

/2"

6'-6"6'-6"

5'-0 1

/2"

15'-11 1/2"

3'-8"

12

'-1 1

/2"

5'-10 1/2"8'-6"12'-3 1/2"

28

'-0"

GARAGE

PORCH

LIVING AREA

PORCH

D.01

D.11

MASTER BDRM

LAUNDRY

DINING

KITCHEN

FAMILY

MASTER BATH UTILITY

SHEET:

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2MAIN FLOOR

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12026.00



26'-8" x 27'-4"

2486 sq ft

10'-0" 10'-0" 9'-6"0'-6"

7'-6"

0'-6"

12

'-6"

12

'-0"

12

'-6"

0'-6"

7'-6"

14'-0" 21'-8" 6'-2" 4'-4" 25'-10"

16

'-8"

8'-4"

18

'-6"

5'-4"

14

'-2"

53

'-0"

17

'-0"

29

'-0"

7'-0"

72'-0"

53

'-0"

9'-9"

15

'-0"

38

'-0"

72'-0"

14'-0" 28'-0" 30'-0"

54'-3" 8'-9" 8'-9"0'-3"

GARAGE

LIVING AREA

F1 = 1'-8"X10" CONTINUOUS FOOTING WITH (2) #4 BARSF2 = 1'-6"X1'-6"X10" FOOTING WITH (2) #4 BARS EACH DIRECTION PROVIDE 10" DIA. CONCRETE PIER WITH (4) #4 BARS TO EXTEND TO 6" MIN ABOVE FINALE GRADE

F1

F1

F1

F1

F1

F1

F1

F1

F1

F1

F1F1

F2

F2 F2F2

F2

F2

F2

F2

F2F2F2

H1 = SIMPSON HPAHD22

H1

H1

H1 H1H1

H1 H1 H1 H1

H1

H1 H1

D.01

D.04

D.04

D.03

SHEET:

SCALE:

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757-2

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801-0

230

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3

FOUNDATION

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FO

UN

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DESCRIPTION

1712 E

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4341

Plan #

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1/4" = 1'

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STOCK PLAN


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12026.00



DN

W07

D16

D15

D14

W05

W08 W08 W09

W06W06W06

D16D17

D15D14

D14

D15

D18

W04W04W04

D15

D14

D16D17

W05

D15

D14

D15

D14

RE

F.

D16D17

D18

D15

W07

5'-2" x 12'-6"

9'-0" x 10'-1"

19'-10" x 23'-2"

17'-8" x 19'-11"

12'-0" x 13'-9"11'-11" x 13'-9"

29'-6" x 13'-6"

1988 sq ft

17'-5" x 9'-7"

5'-2 1/2"3'-7"

18'-0"

58'-0"

12'-9" 7'-3" 12'-4" 5'-4" 20'-4"

3'-4" 6'-0" 11'-0"3'-6" 5'-0" 3'-10"4'-0" 5'-0" 3'-9"

47'-0"

13'-0"

10'-5"

9'-0

"1

4'-7"

4'-0

"4

'-0

"1

0'-5"

1'-0

"

8'-0

"

10'-0"

38'-0"

24'-0"

14'-0"

58'-0"

30'-0"18'-0"10'-0"

4'-6"4'-0"4'-6"4'-0"4'-6"4'-0"4'-6"5'-0"3'-6"9'-6"3'-0"4'-0"3'-0"

4'-4

"

6'-9

"6

'-9

1/2

"

15'-0"8'-8"

6'-4

"

17'-8 1/2"

20'-0"

OPEN BELOW

LIVING AREA

Future Deck

D.01

MASTER BDRM

MASTER BATH

CLOSET

BEDROOM BEDROOM

FAMILY

DOOR SCHEDULENUMBER QTY FLOOR DIMENSIONS R/O COMMENTSD01 3 1 (2) 30"X80"X1 3/8" IN 62X82 1/2D02 1 1 108"X96"X1 3/4" L 110X98 1/2D03 1 1 216"X96"X1 3/4" L 218X98 1/2D04 1 1 28"X80"X1 3/8" R IN 30X82 1/2D05 1 1 32"X80"X1 3/8" L IN 34X82 1/2D06 1 1 35 1/2"X80"X1 3/8" R IN 37 1/2X82 1/2D07 1 1 36"X80"X1 3/4" L EX 38X82 1/2D08 1 1 36"X80"X1 3/4" L IN 38X82 1/2D09 1 1 36"X80"X1 3/8" L EX 38X82 1/2D10 1 1 36"X80"X1 3/8" L IN 38X82 1/2D11 2 1 36"X80"X1 3/8" R IN 38X82 1/2D12 1 1 72"X80"X1 3/4" L EX 74X82 1/2D13 1 1 72"X98"X1 3/4" L EX 72X98D14 3 2 (2) 24"X80"X1 3/8" IN 50X82 1/2D15 3 2 30"X80"X1 3/8" R IN 32X82 1/2D16 2 2 32"X80"X1 3/8" L IN 34X82 1/2D17 1 2 32"X80"X1 3/8" R IN 34X82 1/2D18 1 2 36"X80"X1 3/8" L IN 38X82 1/2

WINDOW SCHEDULENUMBER QTY FLOOR DIMENSIONS R/O DESCRIPTION COMMENTSW01 1 1 48"X48"LS 48X48 LEFT SLIDINGW02 3 1 60"X48"LS 60X48 LEFT SLIDINGW03 1 1 72"X60"LS 72X60 LEFT SLIDINGW04 3 2 42"X54"SH 42X54 SINGLE HUNGW05 1 2 48"X24"LS 48X24 LEFT SLIDINGW06 3 2 48"X48"FX 48X48 FIXED GLASSW07 1 2 48"X54"SH 48X54 SINGLE HUNGW08 2 2 60"X48"LS 60X48 LEFT SLIDINGW09 1 2 72"X48"LS 72X48 LEFT SLIDING

SHEET:

SCALE:

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Phone: (4

35)

757-2

906

Fax

: (8

66)

801-0

230

DRAW

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BY:

DATE

6/7/2014

4SECOND FLOOR PLAN

-

UP

PE

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PL

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DESCRIPTION

1712 E

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12026.00



612

612

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612

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6/7/2014

5

FRONT

RIGHT

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DESCRIPTION

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12026.00



612

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612

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612

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SHEET:

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Phone: (4

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757-2

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Fax

: (8

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DRAW

ING

S P

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VID

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BY:

DATE

6/7/2014

6LEFT

BACK

-

DESCRIPTION

1712 E

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4341

Plan #

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0'-7

3/4

"

0'-10"

4'-0

"

8'-1

1/8

"1

'-0

5/8

"9

'-1

1/8

"

NOT TO SCALE

4" CONCRETE SLAB

4" GRAVEL

DOUBLE 2X6

TOP PLATES

FULL WALL BLOWN

INSULATION R-22

1/2" SHEETROCK

104-5/8" 2X6

STUDS @ 16" O.C.

2X6 BOTTOM PLATES

7/16" SHEETING NAIL

EDGES WITH 8d NAILS

@ 6" O.C. AND FIELD

NAIL @ 12" O.C. UNLESS

NOTED OTHERWISE

1/2" SHEETROCK

DOUBLE 2X6

TOP PLATES

2X6 STUDS @ 16" O.C.

1/2" SHEETROCK

FULL WALL BLOWN

INSULATION R-22

2X6 BOTTOM PLATES

3/4" T&G FOOR

SHEETING

7/16" SHEETING NAIL

EDGES WITH 8d NAILS

@ 6" O.C. AND FIELD


NOTED OTHERWISE

RIM BOARD SEE D.07

11-7/8" FLOOR JOIST

FULL HEIGHT SHAPED

BLOCKING SEE D.06

BOUNDARY NAILING

5/8" OSB ROOF SHEETING NAIL

EDGES @ 6" O.C. AND FIELD NAIL @

12" O.C. UNLESS NOTED OTHERWISE

PRE-ENGINEERED ROOF TRUSSES

WALL SECTIOND.01

BLOWN INSULATION R-50

SIMPSON H1 @

EACH TRUSS

FOOTING SEE FOUNDATION

PLAN BOTTOM OF FOOTING

MUST BE BELOW FROST DEPTH

2% SLOPE MIN.

#4 "J" BARS @ 2' O.C.

EXTEND INTO FOUNDATION

WALL 12" MIN. (6" MIN. HOOK)

GRADE TO 6" MIN BELOW

TOP OF FOUNDATION WALL

8" CONCRETE FOUNDATION

WALL WITH HORIZONTAL

#4 BARS @ 18" O.C. FIRST

BAR AT 4" FROM TOP AND

BOTTOM PLACE VERTICAL

BARS AT 16" O.C.

DO NOT SCALE

2" RIDGED BOARD

INSULATION

ANCHOR BOLT SEE DETAIL D.02

10" LONG 1/2" Ø A 307

"J" BOLT @ 32" O.C.

EMBEDDED 7" MIN.

2X TREATED SEAL

PLATE

SILL SEAL

NUT WITH 3/16"X3"X3"

PLATE WASHER &

STANDARD WASHER

ANCHOR BOLT DETAILD.02

NOT TO SCALE

2X TREATED

BOTTOM PLATE

FOOTING SEE

FOUNDATION PLAN

1/2" Ø SIMPSON TITEN HD

BOLTS EMBEDED 3" MIN @

6'-0" MAX. O.C. SPACING

D.03INTERIOR FOOTING DETAIL

NOT TO SCALE

GARAGE FOUNDATION DETAILD.04

(2) CONTINUES #4 BARS

NOT TO SCALE

1'-8"X10" CONCRETE

FOOTING

4" CONCRETE SLAB

#4 "J" BARS @ 2' O.C.

EXTEND INTO FOUNDATION

WALL 12" MIN. (6" MIN. HOOK)

8" CONCRETE FOUNDATION

WALL WITH HORIZONTAL

#4 BARS @ 24" O.C. FIRST

BAR AT 4" FROM TOP AND

BOTTOM PLACE VERTICAL

BARS AT 24" O.C.

4" GRAVEL

10" LONG 1/2" Ø A 307

"J" BOLT @ 32" O.C.

EMBEDDED 7" MIN.

2X TREATED SEAL

PLATE

SILL SEAL

NUT WITH 3/16"X3"X3"

PLATE WASHER &

STANDARD WASHER

BEAM

FLOOR JOIST

2X6 BOTTOM PLATES

3/4" T&G FOOR

SHEETING

7/16" SHEETING NAIL

EDGES WITH 8d NAILS

@ 6" O.C. AND FIELD


NOTED OTHERWISE FULL WALL BLOWN

INSULATION R-22

PRE-ENGINEERED TRUSS DESIGNED BY OTHER

HANGER BY TRUSS

MANUFACTURER

2X MEMBER ATTACHED TO

EACH STUD WITH (2) 16d NAILS

7

3

1

5

9' WALL WINDOW OPENINGD.10

4

3

1 = DOUBLE 2X6 TOP PLATES2 = HEADER PER FRAMING PLAN3 = 2X6 CRIPPLE4 = 2X6 KING STUD5 = 2X66 = 2X6 @ 16" O.C.7 = 2X6 BOTTOM PLATE8 = (104-5/8") 2X6 STUDS @ 16" O.C.9 = EXTERIOR SHEETING

2

4

5

8

6

56

6

AA

5

9

5

29

2

5

2

5

5

6

1

6

9

5

1 1

1/3 1/3 1/3

1/2

1/2

1/3 1/3 1/3

1/3

1/3

1/3

ALLOWABLE HOLE ZONEMAXIMUM ALLOWABLE V CUT

ALLOWABLE HOLES IN FULL HEIGHT BLOCKINGD.06

DO NOT SCALE

BOUNDARY

NAILING @ ALL

SHEETING EDGES

D.07FLOOR TO FLOOR DETAIL

DOUBLE 2X6

TOP PLATES

7/16" SHEETING NAIL

EDGES WITH 8d NAILS

@ 6" O.C. AND FIELD


NOTED OTHERWISE

RIM BOARD

3/4" T&G FOOR

SHEETING

FLOOR

JOIST

NOT TO SCALE

2X6 BOTTOM

PLATES

TYPICAL STAIR SECTIOND.11

NOT TO SCALE

MA

X.

MIN.

MIN. 3/4" OVER

HANG MAX. 1-1/4"

LANDING

D.08LOWER TRUSS CONNECTION

NOT TO SCALE

BEAM

FLOOR JOIST

2X6 BOTTOM PLATES

3/4" T&G FOOR

SHEETING

7/16" SHEETING NAIL

EDGES WITH 8d NAILS

@ 6" O.C. AND FIELD


NOTED OTHERWISE FULL WALL BLOWN

INSULATION R-22

PRE-ENGINEERED TRUSS DESIGNED BY OTHER

HANGER BY TRUSS

MANUFACTURER

2X MEMBER ATTACHED TO

EACH STUD WITH (2) 16d NAILS

D.09LOWER TRUSS CONNECTION

DOUBLE 2X

TOP PLATES

ROOF JOIST @ 24" O.C.

BOUNDARY

NAILING

BLOCKING

FLOOR SHEETING

16d NAILS @ 6" O.C.

ALTERNATE SIDES

BEARING WALL DETAILD.05

NOT TO SCALE

SHEET:

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7

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DESCRIPTION

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12026.00



WH

REF.

DW

W?? WINDOW OPENING

DOOR OPENING

DOUBLE SWINGDOOR OPENING

REFRIGERATOR

LAUNDRY WASHER &DRYER

DISH WASHER

WALL OVEN

COOK RANGE WITHOVEN

DOUBLE KITCHENSINK

SINGLE UTILITY SINK

BATHROOM SINK

TOILET

BATH TUB WITHSHOWER

LARGE SOAKER TUB

SHOWER

WATER HEATER

PEDESTAL SINK

FORCED AIRFURNACE

INSERT FIRE PLACE

WOOD STOVE

D??

D??

i. Corrosion-resistant staples with nominal 7/16-inch crown or 1-inch crown and 11/4-inch length for 1/2-inch sheathing and 1-inch length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).

j. Casing (11/2 ″ × 0.080″) or finish (11/2 ″ × 0.072″) nails spaced 6 inches on panel edges, 12 inches at intermediate supports.

k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports.

l. For roof sheathing applications, 8d nails (21/2 ″ × 0.113″) are the minimum required for wood structural panels.

m. Staples shall have a minimum crown width of 7/16 inch.

n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.

o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing.

p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports.

a. Common or box nails are permitted to be used except where otherwise stated.

b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.

c. Common or deformed shank (6d - 2″ × 0.113″; 8d - 21/2 ″ × 0.131″; 10d - 3″ × 0.148″).

d. Common (6d - 2″ × 0.113″; 8d - 21/2 ″ × 0.131″; 10d - 3″ × 0.148″).

e. Deformed shank (6d - 2″ × 0.113″; 8d - 21/2 ″ × 0.13 1″; 10d - 3″ × 0.148″).

f. Corrosion-resistant siding (6d - 17/8 ″ × 0.106″; 8d - 23/8 ″ × 0.128″) or casing (6d - 2″ × 0.099″; 8d - 21/2 ″ × 0.113″) nail.

g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.

h. Corrosion-resistant roofing nails with 7/16-inch-diameter head and 11/2-inch length for 1/2-inch sheathing and 13/4-inch length for 25/32-inch sheathing.

FASTENING SCHEDULE

CONNECTION FASTENINGa, m LOCATION CONNECTION FASTENINGa, m LOCATION

1. Joist to sill or girder 3 - 8d common (21/2″ × 0.131″) toenail 20. 1″ diagonal brace to each stud and plate 2 - 8d common (21/2″ × 0.131″) face nail

3 - 3″ × 0.131″ nails 2 - 3″ × 0.131″ nails

3 - 3″ 14 gage staples 3 - 3″ 14 gage staples

2. Bridging to joist 2 - 8d common (21/2″ × 0.131″) toenail each end 21. 1″ × 8″ sheathing to each bearing 3 - 8d common (21/2″ × 0.131″) face nail

2 - 3″ × 0.131″ nails 22. Wider than 1″ × 8″ sheathing to each bearing 3 - 8d common (21/2″ × 0.131″) face nail

2 - 3″ 14 gage staples 23. Built-up corner studs 16d common (31/2″ × 0.162″) 24″ o.c.

3. 1″ × 6″ subfloor or less to each joist 2 - 8d common (21/2″ × 0.131″) face nail 3″ × 0.131″ nails 16″ o.c.

4. Wider than 1″ × 6″ subfloor to each joist 3 - 8d common (21/2″ × 0.131″) face nail 3″ 14 gage staples 16″ o.c.

5. 2″ subfloor to joist or girder 2 - 16d common (31/2″ × 0.162″) blind and face nail 24. Built-up girder and beams 20d common (4″ × 0.192″) 32″ o.c. face nail at top and bottom staggered on opposite sides

6. Sole plate to joist or blocking 16d (31/2″ × 0.135 ″) at 16″ o.c. typical face nail 3″ × 0.131″ nail at 24″ o.c.

3″ × 0.131″ nails at 8″ o.c. 3″ 14 gage staple at 24″ o.c.

3″ 14 gage staples at 12″ o.c. 2 - 20d common (4″ × 0.192″) face nail at ends and at each splice

3- 16d (31/2″ × 0.135″) at 16″ o.c. braced wall panels 3 - 3″ × 0.131″ nails

Sole plate to joist or blocking at braced 4 - 3″ × 0.131″ nails at 16″ o.c. 3 - 3″ 14 gage staples

wall panel 4 - 3″ 14 gage staples at 16″ o.c. 25. 2″ planks 16d common (31/2″ × 0.162″) at each bearing

7. Top plate to stud 2 - 16d common (31/2″ × 0.162″) end nail 26. Collar tie to rafter 3 - 10d common (3″ × 0.148″) face nail

3 - 3″ × 0.131″ nails 4 - 3″ × 0.131″ nails


8. Stud to sole plate 4 - 8d common (21/2″ × 0.131″) toenail 27. Jack rafter to hip 3 - 10d common (3″ × 0.148″) toenail

4 - 3″ × 0.131″ nails 4 - 3″ × 0.131″ nails


2 - 16d common (31/2″ × 0.162″) end nail 2 - 16d common (31/2″ × 0.162″) face nail

3 - 3″ × 0.131″ nails 3 - 3″ × 0.131″ nails


9. Double studs 16d (31/2″ × 0.135″) at 24″ o.c. face nail 28. Roof rafter to 2-by ridge beam 2 - 16d common (31/2″ × 0.162″) toenail

3″ × 0.131″ nail at 8″ o.c. 3 - 3″ × 0.131″ nails

3″ 14 gage staple at 8″ o.c. 3 - 3″ 14 gage staples

10. Double top plates 16d (31/2″ × 0.135″) at 16″ o.c. typical face nail 2 -16d common (31/2″ × 0.162″) face nail

3″ × 0.131″ nail at 12″ o.c. 3 - 3″ × 0.131″ nails

3″ 14 gage staple at 12″ o.c. 3 - 3″ 14 gage staples

Double top plates 8 - 16d common (31/2″ × 0.162″) lap splice 29. Joist to band joist 3 - 16d common (31/2″ × 0.162″) face nail

12 - 3″ × 0.131″ nails 4 - 3″ × 0.131″ nails


11. Blocking between joists or rafters to top plate 3 - 8d common (21/2″ × 0.131″) toenail 30. Ledger strip 3 - 16d common (31/2″ × 0.162″ ) face nail at each joist

3 - 3″ × 0.131″ nails 4 - 3″ × 0.131″ nails


12. Rim joist to top plate 8d (21/2″ × 0.131″) at 6″ o.c. toenail 1/2″ and less 6dc, 1

3″ × 0.131″ nail at 6″ o.c. 31. Wood structural panels and particleboardb 23/8″ × 0.113″ nailn

3″ 14 gage staple at 6″ o.c. Subfloor, roof and wall sheathing (to framing)

13. Top plates, laps and intersections 2 - 16d common (31/2″ × 0.162″) face nail 13/4″ 16 gageo

3 - 3″ × 0.131″ nails 19/32″ to3/4″ 8dd or 6de

3 - 3″ 14 gage staples 23/8″ × 0.113″ nailp

14. Continuous header, two pieces 16d common (31/2″ × 0.162″) 16″ o.c. along edge 2″ 16 gage staplep

15. Ceiling joists to plate 3 - 8d common (21/2″ × 0.131″) toenail

5 - 3″ × 0.131″ nails 7/8″ to 1″ 8dc

5 - 3″ 14 gage staples 11/8″ to 11/4″ 10dd or 8de

16. Continuous header to stud 4 - 8d common (21/2″ × 0.131″) toenail Single floor (combination subfloor-underlayment 3/4″ and less 6de

17. Ceiling joists, laps over partitions 3 - 16d common (31/2″ × 0.162″) min., face nail to framing) 7/8″ to 1″ 8de

(see Section 2308.10.4.1, Table 2308.10.4.1) Table 2308.10.4.1 11/8″ to 11/4″ 10dd or 8de

4 - 3″ × 0.131″ nails 32. Panel siding (to framing) 1/2″ or less 6df

4 - 3″ 14 gage staples 5/8″ 8df

18. Ceiling joists to parallel rafters 3 - 16d common (31/2″ × 0.162″) minimum,

face nail 33. Fiberboard sheathingg 1/2″ No. 11 gage roofing nailh

(see Section 2308.10.4.1, Table 2308.10.4.1 ) Table 2308.10.4.1 6d common nail (2″ × 0.113″ )

4 - 3″ × 0.131″ nails No. 16 gage staplei

4 - 3″ 14 gage staples 25/32″ No. 11 gage roofing nailh

19. Rafter to plate 3 - 8d common (21/2″ × 0.131″) toenail 8d common nail (21/2″ × 0.131″ )

(see Section 2308.10.1, Table 2308.10.1 ) 3 - 3″ × 0.131″ nails No. 16 gage staplei

3 - 3″ 14 gage staples 34. Interior paneling 1/4″ 4dj

3/8″ 6dk

PLAN SYMBOLS

SHEET:

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DATE

6/7/2014

8

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DESCRIPTION

1712 E

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WP

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4

GFCI

3WP

SD

DC

SD

DM

A

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AV Control

C5/TVC5 TV

T

SP SP

EP

DESCRIPTIONSYMBOL

ELECTRICAL - DATA - AUDIO LEGEND

Ceiling Fan

Ventilation Fans: Ceiling Mounted, Wall Mounted

Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage

Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce

Chandelier Light Fixture

240V Receptacle

110V Receptacles: Duplex, Weather Proof, GFCI

Switches: Single Pole, Weather Proof, 3-Way, 4-Way

Switches: Dimmer, Timer

Audio Video: Control Panel, Switch

Wall Jacks: CAT5, CAT5 + TV, TV/Cable

Telephone Jack

Intercom

Smoke Detectors: Ceiling Mounted, Wall Mounted

CO/Smoke Detectors: Ceiling Mounted, Wall Mounted

Thermostat

Door Chime, Door Bell Button

Speakers: Ceiling Mounted, Wall Mounted

Electrical Breaker Panel

CO/SD

Fluorescent Light Fixture

CO/SD

DW

WH

WH

REF.REF.

UP

R

R

R

R

RRR

CO

CO/SD

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D.01

D.11

DN

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CO/SD

CO

COCO

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230

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DATE

6/7/2014

9

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MAIN FLOOR

SECOND FLOOR

DESCRIPTION

1712 E

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4341

Plan #

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plot plan not to scale crookstondesigns · e plan up d.01 d.11 sheet: scale: sheet title: project...

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