BASIC TRAINING CLASS - ISOMETRIC

S15 - GIRTS & SAGRODSS14 - GRATING AND DECKINGS13 - STAIR TOWER WALL RAILS12 - STAIR TOWER HANDRAILS11 - STAIR TOWERS10 - EMBEDS AND ANCHORSS9 - HANDRAIL AT MEZZANINES8 - ROD BRACINGS7 - CANOPY SECTIONSS6 - HIP ROOF FRAMING, SECTIONS AND GRATING STAIRS5 - COLUMN SCHEDULES4 - ELEVATION LINE 1.9 AND MEZZANINES3 - ELEVATION LINE 3, TRUSS AND BRACE LINE DS2 - ROOF FRAMNING PLANS1 - SECOND FLOOR FRAMING PLANCOVER

- ISOMETRIC -BASIC TRAINING CLASS

S1

27-6

3

2

1

27-6

7-613

-96-3

10-0 15-0

25-0 25-0 25-0 20-0A B C D EA.3

20-0

20-0

15-0

7-67-6

1.9

2.1

6-313

-97-6

SECOND FLOORElevation: 114-6 (U.N.)

3-0

3-0

11-68-6

2-0W18x3

5

W12x2

2

W14x4

3

W16x3

6

W8x48

W8x48

W8x48

W8x48

W10x49

W10x49

W10x49

W10x49

W10x49

W10x49

W8x48

W18x40 W18x40

W18x40 W18x40

W18x35

W18x35W18x35

W18x35

W14x4

3

W16x2

6

W16x26

W16x26

W16x26

W12x2

2(28

.6K)

(28.6K

)(28

.6K)

(28.6K

)

HSS4x4x

1 / 4

HSS5x5x

3 / 8

HSS4x4x

1 / 4

W10x2

6W1

0x26

W10x2

6W1

0x26

W10x2

6W1

0x26

W10x2

6W1

0x26

W10x2

6

W10x2

6W1

0x26

W10x2

6W14x26

W14x26

W14x26

W14x26

W18x3

5

W21x4

4W2

1x44

2-L6x4x 3/8

WT8x13

(-3)

AS7

S7B

S6A

W16x3

6

W12x3

5

W8x31

W8x31

S2

27-6

20-0

1

A

15-0

1.9

20-0

2.1

ED

27-6

25-0B C

25-0

3

25-0

2

W8x31

W8x31

W8x48

W10x49

W8x48

W8x48

W10x49

W10x49

W10x49

W10x49

W10x49

W8x48

W8x48

W21x4

4W2

1x44

24K4

24K4 24K4

W16x26 W16x26W16x26

W18x35

W18x35W8x21

W16x2

6W1

6x26 W1

6x26

W16x2

6

W18x4

0W1

8x40

HSS5x5x

3 / 8

HSS4x4x

1 / 4

(Web Normal)

(Web Normal)

(Web Normal)

(Web Normal)

(Web

Norm

al)

(Web

Norm

al)

(Web

Norm

al)

(Web

Norm

al)

(+91 /

2)(+

91 /2)

(+91 /

2)(+

91 /2)

(+91 /

2)(+

91 /2)

(+91/2)(+91/2)(+91/2)

W12x26

W12x26

W12x26

W12x26

C10x1

5.3

C10x1

5.3

C10x1

5.3

C10x1

5.3

W12x2

6

W12x2

6

W12x2

6

W12x2

6

HSS4x4x 1/4

5-0 5-0 5-0 5-0(-2-0)

(-2-0)

W14x22

W14x22

10-0 10-05-0

10-0 10-05-0

6-07-6

6-07-6

ROOF FRAMING PLANElevation: 126-0 (U.N.)

TRUSSS3

20-0

S3

A A.3 B C D

10-0 15-0 25-0 25-06-0

9

25-0

4-2 4-2 4-2 4-2 4-2 4-2

4-0 3-54

3

2-L3x3x 1/4

2-L3x3x 1/4

2-L3x3x 1/4

2-L3x3

x1 /4

2-L3x3

x1 /4

2-L3x3

x1 /4

2-L3x3

x1 /4

2-L3x3

x1 /4

2-L3x3x

1 / 4

2-L3x3x

1 / 4

2-L3x3x

1 / 4

24K4 24K4 W18x35

9

6-0

WT4x9 WT7x11

(STEM DOWN)

Elevation: 126-0

Elevation: 114-6

Elevation: 99-2

ROOF FRAMING

SECOND FLOOR

ANCHOR PLAN

Elevation: 126-0ROOF FRAMING

ELEVATION GRID 3

TRUSS

BRACE LINE D

W8x21

W6x15

3 2.1

20-0

W18x40

PIPE 5 STD

PIPE 5 STD

W10x4

9 W8x31

W8x3115-4

11-6

9

7

W14x43

W10x4

9

W10x4

9

W8x48

W8x48

W18x35W18x40W18x40

2-L6x4x3 / 8

2-L6x4x3 / 8

2-L6x4x 3/8W8x3

1

W8x31

HSS6x4

x1 / 4

HSS6x4x 1/4

12-612-6

CB

S4

D E D E

1.9

2.1

20-015

-03 Joist Extension

W14x30W8x31

3-03-0

3-03-0

3-0W14x30W8x31

W12x2

6

W12x2

6

10K1

10K1

10K1

10K1(-2

1 / 2)

(-21 / 2

)

HSS4x4x

1 / 4

(Above)

HSS4x4x

1 / 4

(Above)

PIPE 6 STD

PIPE 6 STD

Joist Extension

6-0

3-0 2-6

4-013

-9

STAIR

MEZZANINEElevation: 107-8 (U.N.) ELEVATION GRID 1.9

ROOF FRAMINGElevation: 126-0

SECOND FLOORElevation: 114-6

MEZZANINEElevation: 107-8

ANCHOR PLANElevation: 99-2

20-0

2-6

2-0

2-6W14x30

W8x31

W8x31

W12x35

W12x26

W12x26

W12x26

W12x26W14x22

W12x26

W12x26

PIPE 6

STD

HSS4

x4x1 / 4

21 /2

S5

D1, D3B1, B3

A1, A2, A3C1, C2, C3

B2 D1.9, D2.1 D2 E1.9, E2.1 E1.9, E2.1 E1COLUMNSSLOPING

ROOFELEV. VARIES

ELEV. 114-6SECOND FLOOR

LANDINGELEV. 107-8

BOTTOM OFBASE PL 99-2

BASE PL (WxLxT)

BASE PL TYPE

CAP PLATE

REMARKS

W10

x49

(W8x

48 -

B3)

W8x

48

W8x

31

BOLTED SPLICEELEV. 110-0

16 x 16 x 11/2 10 x 10 x 1 10 x 10 x 1 AS REQUIRED 10 x 10 x 3/4 AS REQUIRED 10 x 10 x 11/4 TYPE D

HSS5

x5x3

/ 8

PIPE

6 ST

D

HSS4

x4x1

/ 4

HSS4

x4x1

/ 4

PIPE

5 ST

D

A B B A C D

5 x 5 x 1/4 5 x 5 x 1/4AS REQUIRED AS REQUIRED AS REQUIRED

11/211/2

11 /2

11 /2

W

L

TYP. BASE PLATE(PARALLEL TO FLANGE)

(PARA

LLEL T

O WEB

)

A (1" DIA ANCHOR BOLT)

B TYP. BASE PLATE(3/4" DIA ANCHOR BOLT)

(PARA

LLEL T

O FLA

NGE)

W

(PARALLEL TO WEB)L2

2

6 33

6

336

68

101-4

810

1-4

B.P. AT GRIDLINE (E,1)11/4" THICK PLATE

(1" DIA ANCHOR BOLT)C

1-141/2

3/4" THICK PLATE(3/4" DIA ANCHOR BOLT)C B.P. AT SLOPING COLUMNS

S6

GRATED STAIR HIP ROOFElevation: 107-8 (U.N.)

SECTION

18" C/CSHEAR STUD1/2" DIA.

PL 1/4"1-0

6

A

EL: 107-91/4

13-912-10

(14 TREADS @ 11")

EL: 100-0

7-91 / 4

(15 RI

SERS

@ 63

/ 16")

4-0

11 /4

1 1/2

WP

WP

D E20-0

4-9 4-9 4-9 4-91-0

W12x22

W10x12

W10x12

W10x12

W10x12

W10x1

2 W10x1

2

W10x1

2 W10x1

2

4-94-9

1-04-9

4-9

20-0

W12x2

2

W12x14

1.91

(TOS 11

4-6)

W8x31

HSS4x4x

1 / 4

11

S7

2-0 2-0

W14x26

A


ANCHOR PLANElevation: 99-2

ROLLED CANOPY SECTION A

PIPE 5 STD

W14x26

W14x26


Elevation: 99-2ANCHOR PLAN

Elevation: 107-8MEZZANINE

PIPE 5

STD

PIPE 5

STD

ROLLED CANOPY ELAVATION B

W10x2616-6 Rolling Radius

ROLLED CANOPY PLAN

A

12-0

1

1.9

5 SPA @ 2-25/8 = 11 11/827/8

W10x2

6

W10x2

6

W10x2

6

W10x2

6

W10x2

6

W10x2

6W2

1x44

W14x26

W14x26

13-9

8

S8

RB11/2RB11/2

3 2 1


ROOF FRAMING PLAN

101 / 2

101 / 2

4-04-0TB11/2X6

CV31/2

27-6 27-6

Elevation: 126-0

BRACE LINE A

S9

2.1

8

3-6

13 /4

11 /411/4 5

21 /2

21/2

1-9

1-6

4-2 MAX SPACING

1-6

11 /4

LEFT END T.O.S.

RIGHT END T.O.S.

GRAB BAR FS

RIGHT RETURN W.P.

TYPICAL BASE PLATE

PIPE 11/2 STD U.N.

ON GAGE LINE

4

63

TYP 1/2 RBTYPICAL GRAB BAR

STAIR HANDRAIL

D E

MEZZANINEElevation: 107-8

15-0

1-9 4-2 MAX SPACING 1-9

1-93-6

6

PL1/4x4TOE PLATE FS

PIPE 11/2 STD U.N.

L6x4x3/8SECTION A:A

AA

P-END POST

T.O.S.LEFT END

T.O.S.RIGHT END

CLIP ANGLE CONNECTION

2.1

20-0

GUARDRAIL ON

S10

1-0

3 / 4

11 /2

TO BE

ND3

66

3

6

5" LENGTH

INSIDE WALL

1-6

STD EMBED PLATE

6 REQ'D1/2 RND BAR

45.00°

11/4 3 11/44

1/2 STUD TYP.

L4x4x3/8

STD BEARING ANGLE 31-0

3

Ø FROM BASE PLATE SCHEDULETYP. ANCHOR ROD

S11

1

7-8(13

RISE

RS)

7-8(13

RISE

RS)

12-31/4

12-31/4115/16(NS/FS RETURN)

6-0(NS RETURN)

5-011/16(FS RETURN)

1-115/16(FS RETURN)

1-0(NS RETURN)

115/16

1 1/2NOSING

W.P.

1/2 SETBACK ON RETURN LEGTHSWELDED CLIP ANGLE CONNECTIONS

COPE RETURNS AS NEEDEDC12x20.7 STRINGERS

W.P.

W.P.

W.P.

W/ FLOOR CLIPBOLT TO FLOOR Elevation: 99-2

Elevation: 114-6

Elevation: 106-10

STAIR TOWER

(-7-8)(+

7-8)

W14x22

C12x20.7

8-0(BEWTEEN EXT. STRINGERS)

9-4

18-31

/ 4

1-105-01-018

-0

7-2

14-29

/ 16

8

STAI

R

BOTH ENDSSTD EMBED PLATE

STAI

R

A

STAIR TOWER

1

ELEVATION 106-10 U.N.

25-0 WALL HEIGHTBOTTOM OF WALL 99-2

S12

1

AB PLANElevation: 99-2


1-9

4-2 MAX SPACING

1-9

1-0RETURN 1-9

3-6

115/16RETURN

P-END

LOWER RAILCONNECT TO END SPLICE

PIPE 11/2 STD U.N.INTERIOR STRINGERS

RETURN TO POSTGRAB BAR

STAIR TOWER HANDAILS

1

1-9

4-2 MAX SPACING

1-91-115/16

RETURN

1-93-6

P-END

UPPER RAILCONNECT TOEND SPLICE

RETURN TO POSTGRAB BAR4

63

TYP 1/2 RBTYPICAL GRAB BAR

S13

1

4-0

7-0

2-0

3-0

6" SETBACKRETURN TO WALL 5 EQ. SPACES

WALL BRACKET

PIPE 11/2 STD U.N.

CNTR ON RETURNWALL BRACKET

RETURN TO WALL

WEST WALL RAIL

1

1-6 SETBACKRETURN TO WALL

3-0

EAST WALL RAIL

CNTR ON RETURNWALL BRACKET

4 EQ. SPACESWALL BRACKET

RETURN TO WALL

PIPE 11/2 STD U.N.

S14

D E

3-03-0

3-03-0

3-0

3-0 3-0

4-0

3-57/8

RETURNCNTR ON

FIT/CUT GRATING AS NEEDED11/2x3/16 19-W-4

20-0

MEZZ GRATING LAYOUT

10K1

10K1

10K1

10K1

A

1 1-44-4

4-44-4

18-0

3-02

21 /2

3-0x18-01.5B DECKING 18GA

TYP BEARING ANGLE

JOIST TO CONCRETE

STAIR TOWER ROOF

S15

A B C D

5-05-0

5-05-0

4-32-7

12-612-61-0 1-0

1-0 1-0

L3x3x1/4FLOOR CLIP TYP

B

B

C

C

ON GRID 3

GIRTS C10x15.3 TYP

A A

1/2 SAGROD TYP

2

2 13/45

BENT SAGRODSECTION C:C

5

B & TPLATE WASHER

BEARING

SECTION B:BSTRAIGHT SAGROD

1-3

3

A

SECTION A:A

25-0 25-0 25-0

GIRTS & SAGRODS

BASIC TRAINING CLASS - ISOMETRIC

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