Sample Unit Plan BIM Wall Layouts

32'-0"

47'-0"

15'-6"

8'-35 /8"

5'-0"

4'-83 /8"

3'-6"

3'-35 /8"

2'-35 /8"

2'-4"

16'-35/8" 8'-83/8" 4'-71/4"

15'-95 /8"

4'-35 /8"

10'-73 /4"

1'-3"

12'-35/8"4'-35/8"

3'-83/8"10"

3'-35/8"

4'-0"

10"

8"

8'-10"

2'-35/8"

7'-43/8"

* ALL DOOR FRAMES

OFFSET 4" U.N.O.

1'-9"

103/8"

2'-0" 27'-51/4"

4"

3'-0"

1'-8"

11'-83/8"

10'-0" 5'-0"

2'-63/4" 1'-4"2'-63/4"

5'-0" 5'-01/2" 12'-0" 3'-6"

3'-17/8"

3'-0"

2'-115/8"

3'-0"

115/8"

3'-0" 9'-115/8"

4'-0"

R1

R4

R6

R7

R2

R10

R9

R3

R6

R6

R6

R7

A A

KITCHEN

PANTRY REFRIG.

16'4" X 12'8"

M. BATH

W.I.C.

DEN10'11" X 11'4"

LIVING/DINING AREA16'3" X 17'10"

BR14'6" X 13'0"

MASTER BR16'0" X 15'0"

UNIT V1

AC

W/D

WH

S

SS

S

S

S

S

SS S

S SS

FLOOR V

WS-6

IntNLB-5-V IntN

LB

-7-V

IntN

LB

-6-V

IntNLB-1-V

IntNLB-8-V

IntN

LB

-2-V

IntNLB-4-V

IntN

LB

-9-V

IntNLB-3-V

1D

EM

-1

1D

EM

-2A

Bath

-1

WH-1

WH

-2

1Entry-1

Entr

y-2

Slide-1Slide-3

AC-1

AC

-2

1ExtLB-1-V

1In

tLB

-5-V

1In

tLB

-4-V

1In

tLB

-2-V

1In

tLB

-3-V

1In

tLB

-1-V

1CorLB-2-V1CorLB-1-V

32'-0"

15'-6"

8'-35 /8"

5'-0"

4'-83 /8"

3'-6"

3'-35 /8"

2'-35 /8"

2'-4"

16'-35/8" 8'-83/8" 4'-71/4"

15'-95 /8"

4'-35 /8"

10'-73 /4"

1'-3"

12'-35/8"4'-35/8"

3'-83/8"10"

3'-35/8"

4'-0"

10"

8"

8'-10"

2'-35/8"

7'-43/8"

* ALL DOOR FRAMES

OFFSET 4" U.N.O.

1'-9"

103/8"

2'-0" 27'-51/4"

4"

3'-0"

1'-8"

11'-83/8"

10'-0" 5'-0"

2'-63/4" 1'-4"2'-63/4"

5'-0" 5'-01/2" 12'-0" 3'-6"

3'-17/8"

3'-0"

2'-115/8"

3'-0"

115/8"

3'-0" 9'-115/8"

4'-0"

R1

R4

R6

R7

R2

R10

R9

R3

R6

R6

R6

R7

A A

KITCHEN

PANTRY REFRIG.

16'4" X 12'8"

M. BATH

W.I.C.

DEN10'11" X 11'4"


BR14'6" X 13'0"


UNIT V1

AC

W/D

WH

S

SS

S

S

S

S

SS S

S SS

FLOOR V

2D

EM

-1

2D

EM

-2A

2Entry-1

WS-6

IntNLB-5-V IntN

LB

-7-V

IntN

LB

-6-V

IntNLB-1-V

IntNLB-8-V

IntN

LB

-2-V

IntNLB-4-V

IntN

LB

-9-V

IntNLB-3-V

Bath

-1

WH-1

WH

-2

Entr

y-2

Slide-1Slide-3

AC-1

AC

-2

2CorLB-1-V 2CorLB-2-V

2ExtLB-1-V

2In

tLB

-5-V

2In

tLB

-4-V

2In

tLB

-3-V

2In

tLB

-2-V

2In

tLB

-1-V

32'-0"

15'-6"

8'-35 /8"

5'-0"

4'-83 /8"

3'-6"

3'-35 /8"

2'-35 /8"

2'-4"

16'-35/8" 8'-83/8" 4'-71/4"

15'-95 /8"

4'-35 /8"

10'-73 /4"

1'-3"

12'-35/8"4'-35/8"

3'-83/8"10"

3'-35/8"

4'-0"

10"

8"

8'-10"

2'-35/8"

7'-43/8"

* ALL DOOR FRAMES

OFFSET 4" U.N.O.

1'-9"

103/8"

2'-0" 27'-51/4"

4"

3'-0"

1'-8"

11'-83/8"

10'-0" 5'-0"

2'-63/4" 1'-4"2'-63/4"

5'-0" 5'-01/2" 12'-0" 3'-6"

3'-17/8"

3'-0"

2'-115/8"

3'-0"

115/8"

3'-0" 9'-115/8"

4'-0"

R1

R4

R6

R7

R2

R10

R9

R3

R6

R6

R6

R7

A A

KITCHEN

PANTRY REFRIG.

16'4" X 12'8"

M. BATH

W.I.C.

DEN10'11" X 11'4"


BR14'6" X 13'0"


UNIT V1

AC

W/D

WH

S

SS

S

S

S

S

SS S

S SS

FLOOR V

3D

EM

-1

3D

EM

-2A

3Entry-1

WS-6

IntNLB-5-V IntN

LB

-7-V

IntN

LB

-6-V

IntNLB-1-V

IntNLB-8-V

IntN

LB

-2-V

IntNLB-4-V

IntN

LB

-9-V

IntNLB-3-V

Bath

-1

WH-1

WH

-2

Entr

y-2

Slide-1Slide-3

AC-1

AC

-2

3CorLB-2-V3CorLB-1-V

3ExtNLB-1-V

3In

tLB

-5-V

3In

tLB

-4-V

3In

tLB

-3-V

3In

tLB

-2-V

3In

tLB

-1-V

G1

D

D

C1

D

DJ

D D

D

DC1

C1

D

DA1

C1

A1

D

D

D

C1

EB1

B1

B1

H1

D D D

G2

A2

C2

D

D

C2

D

D

DD

DD

C2

D

D

J

D

D

C2 D

C2

B2EB2 B2

H2

DD D A3

G3

D

DJ

D

D

C3

C3 C3

C3

D

DD

D D

D

D

E

B3

B3

C3

B3

H3

DDDD

D

FP_V1-2

Front

HDR (2) 362S162-54 HDR (2) 362S162-54HDR (3) 1000S162-54

HDR (2) 600S162-54

2

FP_V1-2

HDR (2) 600S162-54

7 5

/8"

SW

-330' -

8 3

/4"

7 5

/8"

SW-19' - 8 1/2" 17' - 0 1/2"

7 5

/8"

SW

-3

30' -

8 3

/4"

7 5

/8"

5 1

/4"

SW

-4

14' -

8 3

/4"

7 5

/8"HD-1

HD-1 HD-1 HD-1HD-1

HD-1

HD-2

HD-2

HD-2

HD-2

HD-2

HD-2

HD-2

SW-14' - 2 1/8" 13' - 1 3/4"

SW-12' - 9 1/2" 1 5/8"

3' - 2"SW-2

26' - 7 5/8" 6"HD-1

HD-1HD-1 HD-2

HD-2

7 5

/8" S

W-4

7' -

1 1

/2"

5 1

/4"

1 5

/8"

SW

-415' -

0 3

/8"

7 5

/8"

SW

-4

10' -

8 1

/8" 1 5

/8"

7 5

/8"

5 1/8" SW-211' - 1 3/4"

1 5/8"

HD-1 HD-1

HD-2D

FP_V1-2

Front

2

FP_V1-2

HDR (2) 362S162-54 HDR (2) 362S162-54HDR (3) 1000S162-54

HDR (2) 600S162-54

HDR (2) 600S162-54

FP_V1-2

Front

2

FP_V1-2

HDR (2) 362S162-54 HDR (2) 362S162-54HDR (3) 1000S162-54

HDR (2) 600S162-54

HDR (2) 600S162-54 Scale

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PO Box 28192Austin, TX 78755512-642-3989 office512-777-5987 [email protected]

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1/8" = 1'-0"1

1st Level Color 1/8" = 1'-0"

22nd Level Color

1/8" = 1'-0"3

3rd Level Color

1/4" = 1'-0"4

10-1st Level F.F. 1/4" = 1'-0"

520-2nd Level F.F.

1/4" = 1'-0"6

30-3rd Level F.F.

Wall Calculated Values

Type Type Mark Description Type CommentsWall

Thickness Length HeightSurface

Area Volume

1-Ext LB Wall_ 6" A1 6" Ext. Load Bearing Wall 600S162-43@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 6" 47' - 0" 10' - 3" 336 SF 167.88 CF

2-Ext LB Wall_ 6" A2 6" Ext. Load Bearing Wall 600S162-43@24"oc w/ 600T125-43 Track 6" 47' - 0" 10' - 3" 336 SF 167.88 CF


1-Cor LB Wall_ 6" B1 6" Cor. Load Bearing Wall 600S162-54@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 6" 48' - 0" 9' - 1" 402 SF 200.83 CF

2-Cor LB Wall_ 6" B2 6" Cor. Load Bearing Wall 600S162-43@24"oc w/ 600T125-43 Track 6" 48' - 0" 9' - 1" 402 SF 200.83 CF


1-Int LB Wall_ 3-5/8" C1 3-5/8" Int. Load Bearing Wall (2) 362S162-54@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 3 5/8" 56' - 7 3/4" 9' - 1" 515 SF 155.43 CF

2-Int LB Wall_ 3-5/8" C2 3-5/8" Int. Load Bearing Wall 362S162-68@24"oc w/ 362T125-43 Track 3 5/8" 56' - 7 3/4" 9' - 1" 515 SF 155.43 CF


Int NLB Wall_ 3-5/8" D 3-5/8" Int. Non-Load Bearing Wall 362S162-27@24"oc w/ 362T125-27 Track 3 5/8" 310' - 6" 9' - 1" 2,236 SF 675.56 CF

Int NLB Wall_ 6" E 6" Int. Non-Load Bearing Wall 600S162-27@24"oc w/ 600T125-27 Track 6" 5' - 3" 9' - 1" 48 SF 23.84 CF

1-Dem LB Wall_ 3-5/8" G1 3-5/8" Int. Load Bearing Wall (2) 362S162-43@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 3 5/8" 31' - 0" 9' - 1" 282 SF 85.06 CF

2-Dem LB Wall_3 5/8" G2 3-5/8" Dem. Load Bearing Wall 362S162-43@24"oc w/ 362T125-43 Track 3 5/8" 31' - 0" 9' - 1" 282 SF 85.06 CF


1-Dem LB Wall_ 6" H1 6" Dem. Load Bearing Wall (2) 600S162-43@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 6" 31' - 0" 9' - 1" 282 SF 140.79 CF

2-Dem LB Wall_ 6" H2 6" Dem. Load Bearing Wall 600S162-68@24"oc w/ 600T125-43 Track 6" 31' - 0" 9' - 1" 282 SF 140.79 CF


Int NLB Wall_ 8" J 8" Int. Non-Load Bearing Wall 800S162-33 @24"oc w/ 800T125-33 Track 8" 8' - 8 1/4" 9' - 1" 43 SF 28.96 CF

Grand total: 87 965' - 4 1/2" 7,718 SF 2,950.93 CF

Simpson CMSTC16 @ Ea Stud30" End LengthExterior Face of Wall

Simpson CC18 @ Ea Stud18" End LengthExterior Face of Wall

Corr

idor

Exte

rior

00-Foundation0"

10-1st Level F.F.0"

20-2nd Level F.F.10' - 5 1/2"

RB-Roof Bearing30' - 0"

18-1st Level T.P.9' - 1"

28-2nd Level T.P.19' - 6 1/2"

30-3rd Level F.F.20' - 11"

00-Foundation0"

10-1st Level F.F.0"

20-2nd Level F.F.10' - 5 1/2"


18-1st Level T.P.9' - 1"

28-2nd Level T.P.19' - 6 1/2"

30-3rd Level F.F.20' - 11"

1' -

6"

2' -

6"

CS18

CMST16

00-Foundation0"

10-1st Level F.F.0"

20-2nd Level F.F.10' - 5 1/2"


18-1st Level T.P.9' - 1"

28-2nd Level T.P.19' - 6 1/2"

30-3rd Level F.F.20' - 11"

10' - 3"

20' - 8 1/2"10' -

3"

10' -

3"

9' -

1"

9' -

1"

9' -

1"

9' -

1"

EX

TE

RIO

R

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RR

IDO

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'-0"

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13D Framing-3 Story Unit

3/16" = 1'-0"2

Section 1

3/16" = 1'-0"3

Front

3/16" = 1'-0"4

Rear

53D Framing-Level 1

3/16" = 1'-0"6

Left

DOOR & WINDOW HEADER SCHEDULE#10 SCREWS TOP & BOTTOMOF STUDS @ 12" O.C.

REFER TO SCHEDULE FOR TRACK SIZE

REFER TO SCHEDULE FOR STUD SIZE

#8 SCREWS TOP & BOTTOM EACH SIDEOF STUDS @ 12" O.C.

CORRID

OR WAL

LS

CONDITION SPAN MEMBER SUPPORT

(2) 362S162-54

EXTE

RIOR WAL

LS

PER

PEN

DIC

ULA

R

TO TR

USS

3'-0"

EXT

WAL

LS

SUPPORT

ING

ROOF

TRUSS

5'-0"

---

---

(2) 600S162-54

(2) 362S162-54

TRACK

(2) 600T150-43

---

---

(2) 600T150-43

(2) 600T150-435'-0"

12'-0"

FLOOR

THIRD

SECOND

FIRST

(2) 362S162-543'-0" (2) 600T150-43

(2) 362S162-543'-0" (2) 600T150-43

------

THIRD

SECOND

FIRST

5'-0" (2) 600S162-54 (2) 600T150-43

5'-0" (2) 600S162-54 (2) 600T150-43

------

THIRD

SECOND

FIRST

THIRD

SECOND

FIRST

5'-0"

5'-0"

12'-0"

12'-0"

(3) 800S200-68 (2) 600T150-43

(3) 800S200-68 (2) 600T150-43

(3) 800S200-68 (2) 600T150-43

(2) 362S162-54 (2) 600T150-43

(2) 362S162-54 (2) 600T150-43

(1) 600S162-43

(1) 600S162-54

(1) 600S162-68

(1) 600S162-43

(2) 600S162-43

(2) 600S162-54

(1) 600S162-43

(1) 600S162-54

(1) 600S162-68

---

---

(3) 600S162-43

(3) 600S162-54

(3) 600S162-68

THIRD

SECOND

FIRST

3'-0" (2) 362S162-54 (2) 362T150-43

3'-0" (2) 362S162-54

(1) 362S162-43

INTE

RIOR L

OAD

BEA

RIN

G WAL

LS

--- ------ ---

THIRD

SECOND

FIRST

6'-0" (2) 800S162-54

6'-0" (2) 800S162-54

--- ------ ---

(2) 362T150-43 (2) 362S162-43

(2) 362T150-43

(2) 362T150-43

(1) 362S162-68

(2) 362S162-68

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Door Schedule

Type CountRoughHeight

RoughWidth

R2 3 6' - 10" 2' - 4"

R3 3 8' - 2" 12' - 4"

Grandtotal: 6

6

Holddown Schedule

Image Mark Manufacturer Simpson H.D. Hilti AnchorsVertical Studsat Holddown

Screws toVerticalStuds Capacity Count

CMST16 Simpson 30" Length 1st-2ndFloor Ext. Walls

N/A N/A #10 FullPattern

4,600 LB 25

CS18 Simpson 18" Length 2nd-3rdFloor Ext. Walls

N/A N/A #10 FullPattern

1,235 LB 25

HD-1 Simpson S/HDU4 5/8" Diam. HAS ThreadedRod w/ 6" Embedment Setwith Hilti HY-200

(2)600S162-54Web-to-Web

(6) #14Screws

3,825 LB 9

HD-2 Simpson S/HDU6 5/8" Diam. HAS ThreadedRod w/ 6" Embedment Setwith Hilti HY-200

(2)600S162-54Web-to-Web

(12) #14Screws

6,125 LB 8

Grand total: 67

Window Schedule

Type CountRoughHeight

RoughWidth

A-60x60 6 5' - 0 1/2" 5' - 0 1/2"

Grand total: 6

Master_Wall Studs by type / length Summary

Member Type BIMSF_Container Count Length Total Length

362S162-27

362S162-27 IntNLB-8-V 6 1' - 10 7/8" 11' - 6 1/8"

362S162-27 42 2' - 2 7/8" 94' - 7"

362S162-27 225 9' - 0 3/4" 2040' - 1"

273 2146' - 2 1/8"

362S162-33

362S162-33 53 9' - 0 3/4" 480' - 6 5/8"

53 480' - 6 5/8"

362S162-43

362S162-43 1DEM-1 36 9' - 0 3/4" 326' - 5"

36 326' - 5"

362S162-54

362S162-54 90 9' - 0 3/4" 816' - 0 3/8"

90 816' - 0 3/8"

362S162-68

362S162-68 46 9' - 0 3/4" 417' - 1"

46 417' - 1"

600S162-27

600S162-27 Entry-2 9 9' - 0 3/4" 81' - 7 1/4"

9 81' - 7 1/4"

600S162-43

600S162-43 3ExtNLB-1-V 9 9" 6' - 10"

600S162-43 16 1' - 2 7/8" 19' - 11 5/8"

600S162-43 6 1' - 4 7/8" 8' - 5 7/8"

600S162-43 2CorLB-1-V 3 1' - 8 7/8" 5' - 2 7/8"

600S162-43 18 1' - 11" 34' - 8"

600S162-43 3CorLB-1-V 3 1' - 11 1/4" 5' - 10 1/8"

600S162-43 27 2' - 11 1/2" 80' - 2 1/2"

600S162-43 3ExtNLB-1-V 6 8' - 2 3/4" 49' - 4 1/2"

600S162-43 6 8' - 6 3/4" 51' - 4 1/2"

600S162-43 6 8' - 9 1/8" 52' - 6 7/8"

600S162-43 135 9' - 0 3/4" 1224' - 0 5/8"

600S162-43 41 10' - 2 3/4" 419' - 7"

276 1958' - 2 1/2"

600S162-54

600S162-54 6 3 1/2" 1' - 9 7/8"

600S162-54 1Entry-1 3 1' - 4 7/8" 4' - 2 7/8"

600S162-54 1CorLB-1-V 3 1' - 8 7/8" 5' - 2 7/8"

600S162-54 4 8' - 6 3/4" 34' - 3"

600S162-54 1CorLB-1-V 2 9' - 0 5/8" 18' - 1 3/8"

600S162-54 33 9' - 0 3/4" 299' - 2 1/2"

600S162-54 2ExtLB-1-V 6 9' - 4 3/4" 56' - 4 1/2"

600S162-54 2ExtLB-1-V 4 9' - 11 1/8" 39' - 8 1/2"

61 458' - 11 3/4"

600S162-68

600S162-68 2DEM-2A 18 9' - 0 3/4" 163' - 2 1/2"

600S162-68 1ExtLB-1-V 6 9' - 4 3/4" 56' - 4 1/2"

600S162-68 1ExtLB-1-V 8 9' - 11 1/8" 79' - 5 1/8"

32 299' - 0 1/8"

800S162-33

800S162-33 Bath-1 9 4' - 11 3/4" 44' - 10 1/4"

9 44' - 10 1/4"

Grand total: 885 885 7028' - 11 1/4"

Master_Wall Track, Header and Misc Summary

Type Type Mark Count Length Total Length

0200STR-33

0200STR-33 STR 48 471' - 11 1/2"

48 471' - 11 1/2"

362S162-54

362S162-54 HDR 14 70' - 0 3/8"

14 70' - 0 3/8"

362T125-43

362T125-43 TRK 30 339' - 10 1/2"

30 339' - 10 1/2"

600S162-54

600S162-54 HDR 4 2' - 7 1/4" 10' - 5"

4 10' - 5"

600T125-33

600T125-33 TRK 2 2' - 4" 4' - 8"

2 4' - 8"

600T125-43

600T125-43 TRK 52 669' - 5 3/4"

52 669' - 5 3/4"

1000S162-54

1000S162-54 HDR 9 13' - 1 3/4" 118' - 3 1/2"

9 118' - 3 1/2"

Grand total: 159 159 1684' - 8 5/8"

Area Schedule (Gross Building)

Level Area Type Area Perimeter

10-1st Level F.F. Gross Building Area 1500 SF 161' - 0"

20-2nd Level F.F. Gross Building Area 1500 SF 161' - 0"

30-3rd Level F.F. Gross Building Area 1500 SF 161' - 0"

Grand total: 3 4500 SF 483' - 0"

Wall Calculated Values

Type Type Mark Description Type CommentsWall

Thickness Length HeightSurface

Area Volume

1-Ext LB Wall_ 6" A1 6" Ext. Load Bearing Wall 600S162-43@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 6" 47' - 0" 10' - 3" 336 SF 167.88 CF



1-Cor LB Wall_ 6" B1 6" Cor. Load Bearing Wall 600S162-54@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 6" 48' - 0" 9' - 1" 402 SF 200.83 CF



1-Int LB Wall_ 3-5/8" C1 3-5/8" Int. Load Bearing Wall (2) 362S162-54@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 3 5/8" 56' - 7 3/4" 9' - 1" 515 SF 155.43 CF



Int NLB Wall_ 3-5/8" D 3-5/8" Int. Non-Load Bearing Wall 362S162-27@24"oc w/ 362T125-27 Track 3 5/8" 310' - 6" 9' - 1" 2,236 SF 675.56 CF

Int NLB Wall_ 6" E 6" Int. Non-Load Bearing Wall 600S162-27@24"oc w/ 600T125-27 Track 6" 5' - 3" 9' - 1" 48 SF 23.84 CF

1-Dem LB Wall_ 3-5/8" G1 3-5/8" Int. Load Bearing Wall (2) 362S162-43@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 3 5/8" 31' - 0" 9' - 1" 282 SF 85.06 CF



1-Dem LB Wall_ 6" H1 6" Dem. Load Bearing Wall (2) 600S162-43@24"oc w/ 200STR-33 LatBr @ 48"oc Both Sides 6" 31' - 0" 9' - 1" 282 SF 140.79 CF



Int NLB Wall_ 8" J 8" Int. Non-Load Bearing Wall 800S162-33 @24"oc w/ 800T125-33 Track 8" 8' - 8 1/4" 9' - 1" 43 SF 28.96 CF

Grand total: 87 965' - 4 1/2" 7,718 SF 2,950.93 CF

Fastener Connection Schedule

Application Fastener

Steel to Steel -Nonloadbearing(less than 33mil in thickness)

Minimum #6, sharp point, low-profile head.

Steel-to-Steel LoadbearingMinimum #8, self-drilling, low-profile head where gypsumboard orsheathing is to be installed; otherwise, a hex head can be used.

Hurricane ClipsMinimum #10, self-drilling, low-profile head where gypsumboard orsheathing is to be installed; otherwise, a hex head should be used.

Wood Bottom / Top PlateMinimum #12, piercing tip, bugle head fastener. Fastener should haveminimum penetrtion of 3 threads into metal or 3/4" into wood.

Hat ChannelMinimum #8, self-drilling, low-profile head where gypsumboard orsheathing is to be installed; otherwise, a hex head can be used.

Exterior TrimMinimum #8, sharp point/self drilling¹, bugle-head or trim-headfastener.

Plywood SheathingMinimum #8, sharp point/self drilling¹, bugle-head screw. Wingedscrews and pneumatic fasteners are also available.

Metal LathNail lath to wood sheathing or screw through foam backing to stud with #8minimum drill point, low profile.

Masonry Ties Minimum #8, sharp point/self drilling¹, hex-head screws.

Interior Trim#6 minimum, sharp point/pilot point¹, finish or trim-head screws. If woodblocking is installed use finishing nails.

Gypsum Board Minimum #6, sharp point/self drilling¹, bugle-head screws.

Cement Fiber BoardMinimum #8, sharp point/self drilling¹ , bugle head. Wingedscrews are also available.

Metal Veneer Minumum #10, self-drilling, neoprene washered hex head fastener.

¹ Use a sharp point for studs up to 33 mils and a self-drilling point for thicker steel.

Mils Gauge Color

33 20 White43 18 Yellow54 16 Green68 14 Orange97 12 Red

600 S 162 - 54

Example: 6" = 600 x 1/100 inches)All member depths are taken in 1/100 inches.Fora all "T" Sections, member depth is theinside-to-inside dimension.

Example: 1-5/8" = 1.625" = 162 x 1/100 inches)All flange widths are taken in 1/100 inches.

(Example: Stud or Joist Section = S)The four alpha characters utilized by thedesignator system are:S = Stud or Joist SectionT = Track SectionsU = Channel SectionsF = Furring Channel SectionsL = L-AngleOthers:CRC = Cold Rolled ChannelJR = JoistRiteSR = StudRiteUF = UltraFrameSTR = StrapBM = Specialty Brake Metal

Member Depth: Flange Width:

Member Type: Mils to Gauge Chart:

30 20 Pink27 22 Blue18 25 None

Unit Type Quantity Schedule

Building Quantity

Building A 1

Building B 1

Sample Unit Plan BIM Wall Layouts

Software

Transcript of Sample Unit Plan BIM Wall Layouts