myspaceengineering.com€¦ · RECEIVED APPROVAL 1 X ERECTOR FIELD REVISIONS ARCHITECT CONTRACTOR...

RECEIVED APPROVAL

1

X

ERECTOR

FIELD

REVISIONS

ARCHITECT

CONTRACTOR

SENT APPROVAL

SHOP NOTES:

SHOP PAINTCH. BY:

DATE

JOB NO.: SHT. NO.:

DR. BY:

UNLESS NOTED

ARCH./ENGINEER

HOLESBOLTS

JOB NAME:

LOCATION:

SURFACE PREP.

UNLESS NOTED

CUSTOMER:

1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A53 GRADE B.4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.

AB1------

13/16"DIA

04-03-2017---

TC 3/4" DIA A325N

2

3

HSS10x10x3 / 8

HSS8x8x3 / 8

HSS8x8x3 / 8 W10x33

W10x33 W10x45

W10x33

HSS10x10x3/8

HSS10x10x1/2

HSS10x10x3/8

HSS8

x8x3 / 8

W10x45

HSS12x12x5 / 8

HSS12x12x5 / 8

HSS12x12x5 / 8

HSS12x12x5 / 8

HSS12x12x5 / 8

HSS8x8x3/8

W12x45

HSS12x12x5 / 8

W10x33W10x33

W10x33

W10x33

W10x33

W10x33

W10x33

W10x33

W10x33

W12x87

W10x33

W10x33

HSS12x12x5 / 8

HSS12x12x5/8

HSS12x12x5/8

HSS12x12x5/8

HSS12x12x5/8

HSS8x8x3/8

W10x33

W10x33

W10x33

HSS12x12x5/8

HSS12x12x5 / 8

W10x45

W12x65 W10x33 W10x33

W10x33 W10x33

HSS10x10x3 / 8

HSS10x10x 3/8

W10x33

W12x65

W12x65

W10x39

W10x33

W10x33

W10x33

W10x33

HSS12x12x 3/8

HSS12x12x3 / 8

HSS12x12x 3/8

HSS12x1

2x5 / 8

HSS12x12x5 / 8

W10x45

W10x45

W10x49

W10x39

W10x45

W10x39

HSS10x10x3 / 8

B/BP EL: 80-11

B/BP EL: 99-6 B/BP EL: 99-6

B/BP EL: 99-6 B/BP EL: 99-6

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 80-7

B/BP EL: 93-8

B/BP EL: 93-8

B/BP EL: 93-8

B/BP EL: 93-8

B/BP EL: 94-4

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 93-11

B/BP EL: 93-11

B/BP

EL: 93

-11

B/BP EL: 80-8

B/BP EL: 80-8

B/BP EL: 94-4

B/BP EL: 93-8

B/BP EL: 94-4

B/BP EL: 93-9

B/BP E

L: 93-9

B/BP EL: 93-9

B/BP EL: 93-9

B/BP EL: 80-7

B/BP EL: 93-11

B/BP EL: 92-2

B/BP EL: 92-9

B/BP EL: 80-11

B/BP EL: 99-6

B/BP EL: 92-5

B/BP EL: 80-11

B/BP EL: 98-11

B/BP EL: 98-11 B/BP EL: 80-11

B/BP EL: 80-11

B/BP EL: 80-11

B/BP EL: 80-11

B/BP EL: 80-11

B/BP EL: 80-11

RA

RA

Q

P R S T U

R3

7

5

6

8

14

15

R2

R1

RR

L

M

N

F

J

0.5

RS

13-103/4

13-103/4

10-69 / 16

10-69 / 16

15-9

7-6

25-3

26-11

1 / 16

23-31 / 4

26-8

19-4

16-0

16-0

15-10

15-10

12-05 / 8

13-6

2

7-6

13-11

1 / 16

21-101/1615-11

20-0

17-0

10-13/4 15-41/4 24-6 2-2 18-8 10-51/4FIELD VERIFY

10-2

FIELD VERIFY

58-09 / 1

6

20-45 / 1

6

20-12-8

1 / 8

32-9

32-9

9-0

7-6

9-8

12-10 1/4

10-0

22-0

22-0

14-8

13-4

14-0

42-6

32-9

32-9

9-0

9-0

77

7 7 66

6 6

6 6

66

77

7 7

81/2 81/2

81 / 281 / 2

81 / 281 / 2

81/2 81/2

77

7 7

77

7 7

88

8 8

88

8 8

77

7 7

77

7 7

77 7

7

81/2 81/2

81 / 281 / 2

81/2 81/2

81 / 281 / 2

77

7 7

7 7

77

77

7 7

77

77

77 7

7

77

77

81 / 281 / 2

81/2 81/2

77

77

77

77

81/281/2

81/2

81/2

7 7

77

7 7

77

81 / 281 / 2

8 1/28 1/2 7 7

77

8 8

88

8 8

88

5 521 / 2

21 / 2

77

77

71/271/2

71 / 271 / 2

7 7

77

7 7

77

7 7

77

7 7

77

7 7

77

7 7

77

77

77

77

77

77

77

77

77

77

77

77

77

66

66

77

77

77

77

77

77

8 1/28 1/2

81 / 281 / 2

81 / 281 / 2

8 1/28 1/2

81 / 281 / 2

81 / 281 / 2

8 1/28 1/2

8 1/28 1/2

88 1/2

8 1/2

81 / 281 / 2

8 1/28 1/2

8

81 / 281 / 2

88

88

88

88

88

88

81 /2

81 /28

81/2 81/2

7 7

44

881 /281 /

2

81/281/2

7 7

77

77

77

77 7

7

77

77

66 6

6

CHOR

D 22-0

CHORD 22-0

37-1

39-13/16

8-15 / 1

6

71-11/2

15-213/16

8-2 3/8

13-05/8

8-61/4

61-65/8

6-4

11-31/2

4-0

39-97

/ 8

20-115

/ 1637

-105 / 8

57-91 / 1

6

92-101/2

38-915/16

10-0

28-6

19-6

9-0

13-6

16-47 / 1

6 12-05 / 8

32-05/16

3-91 / 1

6

71/2 71/2

71 / 271 / 2

71/2 71/2

71 / 271 / 2

4 421 / 221 / 2

19-0

5 1/26 1/2 63 / 16

513 / 16

100°

52.22°

105°

75°

105°

67.5°

37.5°30°

60°

45°

50°

50°

80°

72.5°

16.64°

16.64°

10°

40°40°

40°

40°

10°

11.12°

12

13

16

17

18

H.5

9

1

1.5

2

2.5

3

4

10.5

G.5

Q

11

10

A

BC

D

E

G

H

K

RH

RL

R=76-0

ANCHOR BOLT PLAN

F/EX.

F

G

A5

W

B

A2

A1

W

D

M

A4

W

W

A2

G

W

L

S

G

RQ

A6

A3

A5

G

G

V

M

T

KX

W

W

W

G

J

P

C

A

B

B

G

N

G

G

N

W

C

C

G

G

U

A

B

B

A

G

W

W

W

H

E

Q

GW

BOBP(BOTTOM OF BASE PLATE ELEVATION)= 94-3 (U.N.O.)

XX

(REF. DWG. S100)PLAN NOTES:1. INDICATES ANCHOR BOLT SETTING DETAIL.2. FOR SETTING DETAILS REFER SHEET AB2,AB3,AB4.

18

P

P

P

P

A

B/BP

EL: 9

4-31 / 1

6

B/BP EL: 94-23/4

F

SAMPLE DRAWING: ANCHOR BOLT PLAN

JOB NO.:

LOCATION:

ARCH./ENGINEER

ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.

MADE DATECKDDESCRIPTIONREV

HOLESUNLESS NOTED

DATE

UNLESS NOTEDBOLTS

CH. BY: ---

AB112

---

CUSTOMER:

SURFACE PREP.

3/4" Dia A325N TC 13/16"DIA

SHT. NO.:

JOB NAME:

DR. BY:

SHOP PAINT

0

61/ 2

PROJ

ECTI

ON9

EMBE

DMEN

T2

4 4

44

11/ 2

ANCHOR BOLT SETTING DETAIL-A(REF DETAIL:S200) (TOTAL-58)

PLATE WASHERW/ 1/4" THICKLEVELING NUT

A563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 3/4" DIA. AB1

HEAVY HEX NUT

SEE PLANCOLUMN & ORIENTATION

PLATE WASHER(NS/FS) TYP.PL 1/4"x2"x2"

CENTER LINECOLUMN

CENT

ER LI

NECO

LUMN

EL:SEE PLANB.O.B.P.

GROUTNON-SHRINK

USE TEMPLATE F1 FOR THIS SETTING

PW1

2

61/ 2

PROJ

ECTI

ON9

EMBE

DMEN

T

11/ 2

6 4 4

44

TYP. 1/4



EL:SEE PLANB.O.B.P.

ANCHOR BOLT SETTING DETAIL-B(REF DETAIL:S200) (TOTAL-04)

HEAVY HEX NUTSEE PLAN

COLUMN & ORIENTATION

CENTER LINECOLUMN

CENT

ER LI

NECO

LUMN


GROUTNON-SHRINK


PW1

11/ 2

9EM

BEDM

ENT

61/ 2

PROJ

ECTI

ON

2

41/241/2

41/ 2

41/ 2

EL:SEE PLANB.O.B.P.



(TOTAL-21)(REF DETAIL:S200)ANCHOR BOLT SETTING DETAIL-C


HEAVY HEX NUT

CENTER LINECOLUMN

CENT

ER LI

NECO

LUMN


GROUTNON-SHRINK


PW1

9EM

BEDM

ENT

2

11/ 2

61/ 2

PROJ

ECTI

ON

41/2 2

41/ 2

41/ 2

EL:SEE PLANB.O.B.P.



HEAVY HEX NUT


CENT

ER LI

NECO

LUMN


CENTER LINECOLUMN

ANCHOR BOLT SETTING DETAIL-D(REF DETAIL:S200) (TOTAL-02)

GROUTNON-SHRINK


PW1

2

61/ 2

PROJ

ECTI

ON9

EMBE

DMEN

T

11/ 2

221

/ 22

221/2

2

(TOTAL-02)


EL:SEE PLANB.O.B.P.

(REF DETAIL:S200)


ANCHOR BOLT SETTING DETAIL-E

HEAVY HEX NUT


CENTER LINECOLUMN

CENT

ER LI

NECO

LUMN



GROUTNON-SHRINK

PW1

11/ 2

61/ 2

PROJ

ECTI

ON

2

9EM

BEDM

ENT

41/2 41/2

51/ 2

51/ 2

HEAVY HEX NUT


ANCHOR BOLT SETTING DETAIL-FA563 NUTS ANCHOR BOLT W/F1554 GRADE 36(4) 3/4" DIA. AB1

(TOTAL-02)(REF DETAIL:S200)

EL:SEE PLANB.O.B.P.



CENT

ER LI

NECO

LUMN

CENTER LINECOLUMN


GROUTNON-SHRINK

PW1

11/ 2

61/ 2

PROJ

ECTI

ON

2

101 / 2

EMBE

DMEN

T

51/2 51/2

51/ 2

51/ 2

ANCHOR BOLT SETTING DETAIL-G


(TOTAL-104)(REF DETAIL:S200)

EL:SEE PLANB.O.B.P.


HEAVY HEX NUT


PLATE WASHER(NS/FS) TYP.PL 5/16"x21/2"x21/2"

CENT

ER LI

NECO

LUMN

CENTER LINECOLUMN


GROUTNON-SHRINK

PW2

11/ 2

7PR

OJEC

TION

2

101 / 2

EMBE

DMEN

T

51/2 51/2

51/ 2

51/ 2


EL:SEE PLANB.O.B.P.

ANCHOR BOLT SETTING DETAIL-H(TOTAL-02)(REF DETAIL:S200)


HEAVY HEX NUT


CENTER LINECOLUMN

CENT

ER LI

NECO

LUMN

GROUT

NON-SHRINK



PW2

61/2 61/2

61/ 2

61/ 2

11/ 2

61/ 2

PROJ

ECTI

ON

2

101 / 2

EMBE

DMEN

T


CENTER LINECOLUMN

CENT

ER LI

NECO

LUMN


HEAVY HEX NUT


EL:SEE PLANB.O.B.P.

ANCHOR BOLT SETTING DETAIL-J(TOTAL-61)(REF DETAIL:S200)

GROUTNON-SHRINK



PW2

11/ 2

7PR

OJEC

TION

2

101 / 2

EMBE

DMEN

T

61/ 2

61/ 2

6 61/2 61/2

TYP. 1/4


ANCHOR BOLT SETTING DETAIL-K(TOTAL-03)(REF DETAIL:S200)

EL:SEE PLANB.O.B.P.


HEAVY HEX NUT

CENTER LINECOLUMN

CENT

ER LI

NECO

LUMN


GROUTNON-SHRINK



PW2

SAMPLE DRAWING: ANCHOR BOLT SETTING DETAILS

HOLES PAINT DRAWN CHECKED SHEET # JOB #

UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR

APPROVAL/FABRICATION/REVISION

REV DATE DESCRIPTIONREFERENCE

AB3

1AB1

2

6PR

OJEC

TION

1-6

EMBE

DMEN

T

6 6

44

TYP.3/16

3/16

SEE PLANCOLUMN ORIENTATION

ELEVATION SEE PLANBOT. OF BASE PLATE

GROUT2" NON-SHRINK

F1554 GRADE 55(4) 1" DIA.

CENTER LINECOLUMN

CENT

ER LI

NECO

LUM

N

PLATE WASHER (NS/FS)PL 3"x3"x3/8"(8) 1PW5

(REF. DESIGN DWG. 6/S-501 & 7/S-501) (TOTAL-09) ANCHOR BOLT SETTING DETAIL-A

(USE TEMPLATE 2TP5 FOR THIS SETTING)

BASE PLATE THICKNESS: 1"

1AB1

6PR

OJEC

TION

1-6

EMBE

DMEN

T

2

88

51/2 51/2 11 TYP.3/16

3/16

CENT

ER LI

NECO

LUM

N

CENTER LINECOLUMN



GROUT2" NON-SHRINK



ANCHOR BOLT SETTING DETAIL-B(TOTAL-ONE) (REF. DESIGN DWG. 6/S-501 & 7/S-501)

F1554 GRADE 55(6) 1" DIA.

BRACEVERTICAL


1PW5

1AB1

51/2

51/ 2

51/ 2

51/2

1-6

EMBE

DMEN

T

6PR

OJEC

TION

2

TYP. 3/16



ANCHOR BOLT SETTING DETAIL-C(TOTAL-04) (REF. DESIGN DWG. 6/S-501 & 7/S-501)

CENT

ER LI

NECO

LUM

N CENTER LINECOLUMN

PLATE WASHER (NS/FS)PL 3"x3"x3/8"(8)

GROUT2" NON-SHRINK

F1554 GRADE 55(4) 1" DIA.



1AB21-0

EMBE

DMEN

T

43/ 4

PROJ

ECTIO

N

11/ 2

41/ 2

41/ 2

2 2

TYP. 3/16

3/16


CENTER LINECOLUMN

CENT

ER LI

NECO

LUM

N

GROUT11/2" NON-SHRINK ELEVATION SEE PLAN

BOT. OF BASE PLATE

F1554 GRADE 55(4) 3/4" DIA.

(USE TEMPLATE 2TP7 FOR THIS SETTING)(REF. DESIGN DWG. 6/S-501 & 7/S-501)

ANCHOR BOLT SETTING DETAIL-E(TOTAL-05)


BASE PLATE THICKNESS: 3/4"

1PW6

1AB31-6

EMBE

DMEN

T

43/ 4

PROJ

ECTIO

N

11/ 2

5 5 10

55

TYP.3/16

3/16



BOT. OF BASE PLATE

F1554 GRADE 55(6) 3/4" DIA.

CENTER LINECOLUMN

CENT

ER LI

NECO

LUM

N

(TOTAL-ONE) ANCHOR BOLT SETTING DETAIL-F

(REF. DESIGN DWG. 6/S-501 & 7/S-501)(USE TEMPLATE 2TP1 FOR THIS SETTING)

PLATE WASHER (NS/FS)PL 2"x2"x1/4"(12)

BRACEVERTICAL

CL HSS


1PW7

1AB41-6

EMBE

DMEN

T

71/ 2

PROJ

ECTIO

N

21/ 2

1-0666

6TYP.3/16

3/16


(USE TEMPLATE 2TP2 FOR THIS SETTING)(REF. DESIGN DWG. 6/S-501 & 7/S-501) (TOTAL-05)

ANCHOR BOLT SETTING DETAIL-G

GROUT21/2" NON-SHRINK


F1554 GRADE 55(6) 11/2" DIA.

CENTER LINECOLUMN

CENT

ER LI

NECO

LUM

N

PLATE WASHER (NS/FS)PL 31/2"x31/2"x1/2"(12)

L HSSBRACEVERTICAL

C


1AB4

6 6

66

71/ 2

PROJ

ECTIO

N1-

6EM

BEDM

ENT

21/ 2

TYP. 3/16

3/16

CENT

ER LI

NECO

LUM

N

CENTER LINECOLUMN

ANCHOR BOLT SETTING DETAIL-H(USE TEMPLATE 2TP3 FOR THIS SETTING)

(TOTAL-03) (REF. DESIGN DWG. 6/S-501 & 7/S-501)

GROUT21/2" NON-SHRINK


F1554 GRADE 55(4) 11/2" DIA.

PLATE WASHER (NS/FS)PL 31/2"x31/2"x1/2"(8) 1PW7


1AB243/ 4

PROJ

ECTIO

N1-

0EM

BEDM

ENT

11/ 2

41/ 2

41/241/2

41/ 2

TYP. 3/16

3/16

(REF. DESIGN DWG. 6/S-501 & 7/S-501)ANCHOR BOLT SETTING DETAIL-D

(USE TEMPLATE 2TP6 FOR THIS SETTING)(TOTAL-44)



BOT. OF BASE PLATE

F1554 GRADE 55(4) 3/4" DIA.

CENTER LINECOLUMN

CENT

ER LI

NECO

LUM

N



SAMPLE DRAWING: ANCHOR BOLT SETTING DETAILS

RECEIVED APPROVAL

ERECTOR ARCHITECT

CONTRACTOR

SENT APPROVAL

SHOP NOTES:

SHOP PAINTCH. BY:

DATE

JOB NO.: SHT. NO.:

DR. BY:

UNLESS NOTED

ARCH./ENGINEER

HOLESBOLTS

JOB NAME:

LOCATION:

SURFACE PREP.

UNLESS NOTED

CUSTOMER:

E2000------

TC 3/4" DIA A325N 13/16"DIA

---

1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=42ksi).4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.

B

(SEQ#

2)EX

ISTING

LEVEL

KEY P

LAN

FIELD

1

2

3

REVISIONS4

215C2

W10x33

216C1

HSS10x10x3/

8

216C2

HSS10x10x1/

2

218C

3HS

S10x1

0x3 / 8

219C

2HS

S8x8x3/

8

213C1

HSS12x12x5/

8

214C1

HSS12x12x5/

8

219C

3HS

S8x8x

3 / 8

210C1

W12x87

206C1

HSS12x12x5/

8

202C1

HSS12x12x5/

8

207C1

W10x45

208C1

W12x65

209C1

W10x33

209C2

W10x33

205C1

W10x33

205C2

W10x33

201C2

W10x33

200C2

W12x65

204C1

W12x65

203C1

W10x39

200C1

W10x33

211C1

W10x45212C1

W10x49

215C1

W10x39217C1

W10x45

217C3

W10x39

218C1

HSS10x10x3/

8

234B1

W12x26

234B3

W14x22

234B

2W1

4x22

233B

2W2

1x50

233B

1W2

1x55

232B

2W2

1x55

232B

1W2

1x68

231B

2W2

1x73

231B

1W2

1x73

230B

3W2

1x93

230B1W21x44

230B

2W2

1x83

229B

2W2

1x55

229B

1W2

1x50

228B

2W2

1x50

228B

1W2

1x50

226B

1W2

1x62

225B

2W2

1x62

237B4(EL: 99-6)

W18x50

224B

3W2

1x44

225B

1W2

1x44

223B

3 W10x1

222

3B4

W10x1

222

4B2

W12x1

9

222B1W21x44

221B

3W1

0x12

222B

2W1

0x12

220B2

W18x35

223B

1W1

0x12

223B

2W1

8x40

236B

4(EL

: 99-6

)W1

8x40

238B

1(EL

: 99-6

)W1

8x40

238B

2(EL

: 99-7

)W1

8x35

237B

3(EL

: 99-7

) W10

x12

232B3(EL: 92-73/16)W24x55 231B3(EL: 92-67/8)W24x62 230B4(EL: 92-613/16)W24x62 229B3(EL: 92-65/8)W24x62 228B3(EL: 92-73/16)W24x62 224B1(EL: 92-7)W24x76218C2

HSS10x10x3/

8

217C2

W10x45

212C2

W10x49

220B1W12x19

220B3W18x35

235B1(EL: 99-6)

W18x50236B3(EL: 99-6)

W18x50

221B

2W1

8x35

221B

1W1

8x40

236B

1(EL

: 99-6

)W1

8x40

220B

4W1

0x12

221B

1W1

8x40

222B

3W1

8x40

236B

2(EL

: 99-6

)W1

8x40

201C1

W10x30201C1

W10x30

201C1

W10x30207C2

W10x30

233B

3W2

1x50

228B4

W8x18 226B2W8x18227B2

W8x18

227B1

W8x18

227B

3 W8x1

8 227B4W8x18

235B3(EL: 99-6)

W8x10

235B

2(EL: 9

9-6) W8

x10

238B

4(EL

: 99-6

)W1

8x40

237B1(EL: 99-6)

W8x10238B3(EL: 99-6)

W8x10

239B

1(EL

: 99-7

)W1

8x35

239B

2(EL

: 99-7

)W1

0x12

237B

2(EL

: 99-7

)W1

8x35

237B

3(EL

: 99-7

) W10

x12

239B3(EL: 9

6-61/2)

W10x12

239B4(EL: 96-61/

2)C12x20.7

240B2

(EL: 96-61

/ 2)

(EL: 95-31

/ 4)C12x20.7

240B1(EL: 9

6-61/ 2)

(EL: 97-93

/ 4)

C12x20.7

240B3(EL: 96-61

/ 2)

W14x22

219C

1HS

S6x6x

1 / 4

247B1(EL: 96-61

/ 2)

(EL: 95-31

/ 4)

C12x20.7

RA

R3

7

5

H

G

K

RR

RL

9-0

9-0

20-1

15-1015-10

7-01 / 2

10-113

/ 1615

-41 / 4

13-39/16

9-0

17-51 / 2

12-05/8

11-21 / 2

2-218

-8

16-0 16-0 19-4 26-8

31-615/16

32-05 / 1

6

13-4

14-0

16-6

9-8

4-65-0

8-48-28-08-08-08-07-117-117-013/168-93/16 2-10

8-21/45-73/47-24-101/45-113-1 5-03/86-94-313/163-103/8

6-36-8

4-99/16

2-7

6-597 / 16

6

2-10

5-01/16

4-15/8

7-17 / 8

4-11 / 8

1-87 / 1

67-97 / 1

6

31-17 / 8

4-10

15-3

4-11

0

10-2 F.V.

CHORD 22-0

CHORD 22-0

73 / 4

7-01 / 2

1-0

1-0

4-3

16.64°

16.64°

22.5°

67.5°

62.5°

52.5°

9.99°

72.5°

RA

3

R2

L

M

1 94 10.51.5 2 2.5

H.5

X-5

PX-

2T

S

G.5

RU

Q

R=76-0

11

10

0.5

12

13

N

(SEQ

#2)

(REF

. DW

G. N

O. S

101)

TOP

OF S

TEEL

ELE

VATI

ON =

94-4

(U.N

.O)

MAI

N L

EVEL

FR

AMIN

G P

LAN

(HANGER)

(HANGER)

(HANGER)

PLAN

NOT

ES:

1. [X

X] IN

DICA

TES N

UMBE

R OF

3 /4"

DIA.

x3" H

EADE

D ST

UDS E

QUAL

LY SP

ACED

O

N BE

AMS [

U.N.

O.].

2.

IN

DICA

TES M

OMEN

T CON

NECT

ION.

3. FO

R M

ISCEL

LANE

OUS P

LAN

REFE

R E2

001.

4. F.V

. INDI

CATE

S FIEL

D VE

RIFY

.

5.

I

NDIC

ATES

1" D

ia A4

90N

CONN

ECTIO

N BO

LTS.

6.

IND

ICAT

ES 1"

Dia

A490

SC CO

NNEC

TION

BOLT

S.

(HANGER)

W18x50 108B1(EL:99-7)

[30]

[30]

[40]

[40]

[40]

[34]

[28]

[30]

[30]

[30]

[20]

[20]

[20]

[20]

[20]

[20]

[20]

[20]

[10]

[10]

W14x22

1 E2002

2 E2002

(EL:97-93/ 4)

C LOF S

PLICE

SEQ#

2SE

Q#2B

1 2

1

1

1

22

TOP &

BOTT

OM

FLANG

ETO

P & BO

TTOM

FLA

NGE

1

1

1

1

22

2

2

1

11

2 FW200

0

1 FW200

0

R1

4

11-0

8-20

174

1FW

2001

4 2 FW200

14

218C

3HS

S10x1

0x3 / 8

219C

2HS

S8x8x

3 / 8

219C

3HS

S8x8x

3 / 8

241B1

W14x30

241B2

W12x14

241B3

W12x14

241B3

W12x14

241B3

W12x14

240B4

W12x14

244M

7

9-10

20-1

0.5

01.5

H.5

G.5

5-01/ 4

5-01/ 4

5-01/ 4

5-01/ 4

103 / 4

PAR

TIAL

FR

AMIN

G &

MIS

CEL

LAN

EOU

S PL

AN(S

EQ#2

)TO

P OF

STE

EL E

LEVA

TION

= 10

9-11

(U.N

.O)

(REF

. DW

G. N

O. S

102)

8 ES2000

SAMPLE DRAWING: STEEL FRAMING PLAN

RECEIVED APPROVAL

X

X

ERECTOR

FIELD

REVISIONS

ARCHITECT

CONTRACTOR

SENT APPROVAL

SHOP NOTES:

SHOP PAINTCH. BY:

DATE

JOB NO.: SHT. NO.:

13/16"DIADR. BY:

UNLESS NOTED

ARCH./ENGINEER

HOLESBOLTS

JOB NAME:

LOCATION:

SURFACE PREP.

UNLESS NOTED

CUSTOMER:


KEY PLAN

A

B

C

D

FOR FIELD USE

1001C1W12x120

1003C1W12x120

1011C1W12x87

3023C1W12x58

3022C1W12x106

3020C1

W12x87

3024C1W12x

87

3021C1W12x120

1020C1W12x106

3019C1W12x136

3018C1W12x120

1019C1

W12x87

3015C1W12x136

3016C1W12x152

3017C1W12x96

3013C1

W12x963012C1W12x152

1000C1

W12x136

1021C1W10x33

1020C2W12x72

3025C4HSS6x6x1/2

3025C2HSS6x6x1/2

3025C3HSS6x6x3/8

3025C1HSS6x6x1/4

3026C1HSS6x6x1/4

3026C2HSS6

x6x1 / 4

3047B3

W18x46

3049B1

W16x31

3050B1

W16x31

3039B1

W18x35

3040

B4W2

4x55

3045

B3W2

4x55

3051

B2W2

4x68

3038B3 W16x31

3040B3

W21x44

3046B1

W21x44

3058B1

(+114-7 1/2)

HSS12x6x 3/8

3048B1

W14x22

3049B2

W12x14

3048B4

W10x15

3049B4

W10x153049B4

W10x15

3050B2W10x15 3049B3

W10x153048B3

W10x153048B2

W10x15

3047B2

W14x22

3047B2

W14x22

3047B4

W14x22

3047B1

W12x16

3046B4

W12x143046B3

W12x143046B2

W12x143045B4W12x14

3040B2

W14x22

3040B1

W14x22

3039B4

W12x16

3039B3

W12x14

3039B2

W12x143038B4

W12x14

1023B2 W18x35

4011B4 W18x35

3052B2 W18x40

1047B4 W18x40 3053B3 W18x40

3050B3 W24x68

3044B1 W16x45

3042B1 W16x45 3051B4 W21x44

3051B4 W21x44

3053

B2W2

1x50

3052B1

W21x50

1024

B4W2

4x68

1032

B1W2

1x48

1038

B1W2

1x48

W8x13

W8x13

W8x13W8x1

3

3041

B2W1

8x35

9013

B4W1

8x35

3042

B3W1

8x35

3041

B3W2

1x83

3043B3 W14x22

3042B2 W12x14

3043B1 W14x22

3041

B4W8

x13

3045

B2C=

3 / 4W1

6x31

3045

B1C=

3 / 4W1

6x31

3044

B4C=

3 / 4W1

6x31

3044

B3C=

3 / 4W1

6x31

3044

B2C=

3 / 4W1

6x26

3050

B4W1

0x15

3051

B3W1

0x15

9013

B4W1

8x35

3053

B1W1

6x26

3054

B4W1

2x19

3054

B1W1

2x19

3054

B2W1

2x19

3054

B3W1

2x19

3053

B4W1

2x19

3055B2W21x68

1052

B3

W24x7

6

3056B3W12x19 30

56B2

W14x2

2

3055

B4W1

2x14

3056

B1W1

2x14

3029B5 W18x503057B2W14x22

3057

B3W1

0x12

3056

B4W1

0x12

1052

B2(+1

13-7)

W12x1

4

W14x223029B4 (+113-7) W10x15 W1

0x12

3052B4 (+113-7) W10x15

(+113-31/2)W8x31

(+113-31/2)W8x31

B_27

(+113

-31 / 2)

W8x31

3051

B1(+1

13-31 / 2

)W8

x31HSS12x6x 3/8

1022C1HSS6

x6x3 / 8

1049B1

W21x55

1050B1(+113-7)

W14x43

1052B4 W10x

33

1052B1

(+113-7)W10x15

1050B2

(+113-

7)W10x

15

3057

B4(+1

13-7)

W10x1

5

3043

B2 W12x1

430

57B1

W10x1

5

3055B3 W10x15 3055B1 W10x153055B1 W10x15

3058B2 (+112-4) HSS18x6x5/8

3058B5

(+112-4)HSS12x6x3/8

D

E

F

G

G.5

G.6

H

11.92 1.82.8

0.7

0.5

0.4

0.3

9-62-2

7-4 18-0

13-5 5/8

8-6 3/8

15-5 5/8

30-0

30-0

15-0

3-11

11-1

1-1

31-03 / 4

7-4

2-10

2-3 1/4

6-6

2-41 / 2

5-75 / 1

6

1-211

/ 16

4-67 / 8

8-210

-51 / 8

22-11/4

30-0

10-33 / 1

6

6-10

6-915/16

3-915

/ 1611

-51 / 2

5-6

28-0

5-11 / 2

5-11 / 2

5-11 / 2

5-11 / 2

5-11 / 2

5-11 / 2

6-0

6-0

6-02-2

3 / 43-6

2-92-4

1 / 2

22-0

8-11 1/4

11-51 / 2

13-101/8

7-0 9-6 9-6 9-0 9-0

19-73/8

3-43 / 4

3-020-03/4

4-111/2 4-117/16

1-61/4

2-113 / 44-2

1 / 8

4-65/8 11-33/4 25-4

1-2

1-2

8-11 1/4

5-1 1/4

1-11 1/8

2-23 / 4

3-6

2-5 1/4

1-11

1-05 / 8

3-63 / 4

3-91 / 4

1-63 / 4

3-11

10-01 / 4

4-71 / 4

6-101/8 7-0 9-3 9-9 9-0 9-0

11-51 / 2

60°

TRUE NORTH

SECOND FLOOR FRAMING PLAN - AREA C

PLAN NOTES:1. FOR MISCELLANEOUS PLAN REFER SHEET E3012. (XX) INDICATES THE NUMBER OF 3/4"x 51/2" SHEAR STUDS UNIFORMLY DISTRIBUTED ALONG THE TOP FLANGE OF THE BEAM [U.N.O.]3. INDICATES MOMENT CONNECTION4. INDICATES 3/4" Dia A325SC CONNECTION BOLTS

(TOP OF STEEL ELEVATION) = 114-91/2 (U.N.O.)(REF.DWG.S112.C)

1

PLAN NORTH

3

K.9

M.1M

2.5

AREA

-BM

ATCH

LINE

AREA

-C

AREA-CAREA-D MATCHLINE

(30)

(14)

(14)

(14)

(14)

(14)

(22)

(24)

(24)

(24)

1ES300

ES3002

4ES300

ES3005

6ES300

ES3007

5ES301

ES3007

ES300

9ES300

8

ES30010

ES3015

1ES301

ES3012

3ES301

4ES301

5ES301

6ES301

5ES301

ES3016

5ES301

5ES301

ES3016

6ES302

(SEQ#1)

(SEQ#

1)

(SEQ#

1)(SE

Q#1)

(11)

(19)

(11)

(28)

(33)

(11) (11

)

(6)

(11)

(16)

(SEQ#

1)

(SEQ#1)

22

5. INDICATES 1" Dia A325SC CONNECTION BOLTS 2

2 22

2

2

6ES301

1E304

6ES301

E3042

1E305

2E305

J.9

(8)

(8)

(17) (35)

(32)(19)

OPNG.6

(12)

STAIR OPNG.

TYP.

1ES301

TYP.

TYP.

ES3008

TYP.

TYP.

2ES302

E3062

2 2

ES3027

TYP.

OPNG.

OPNG.

OPNG.

(SEQ#3)

TYP.

ES3035

TYP.

TYP.

3ES303

ES30110

SIM.

6. INDICATES 2"ø HOLES IN HSS FOR CLOSED CELL SPRAY APPLIED FOAM INFILL *

*

*

*

SAMPLE DRAWING: STEEL FRAMING PLAN

1056B1

(EL: 152-8)C10x15.3

1055B1

(EL: 152-8)C10x15.3

1050

B1(EL

: 152

-8)C1

0x15

.3

1051

B1 (EL: 1

52-8)

C8x1

1.5

1053B1(EL: 152-8)

C8x11.51054

B1(EL

: 152

-8)C8x1

1.5 1037

B1 C10x

15.3

1023B1C8x11.5

1047B1(EL: 152-8)

C8x11.5

1017B

1C8

x11.5

1017B1C8x11.5

1017B1C8x11.5104

6B1 (EL

: 152-8

)

C10x1

5.3

1023B

1C8

x11.5

1023B1C8x11.5 1023B1

C8x11.5 1024B1

C8x11.5

1040B

1

C8x11

.51034B1

C10x15.3

1024B

1

C8x11

.5

1024B1

C8x11.5 1024B1

C8x11.51052B1

(EL: 152-8)

C10x15.3

1049B1

(EL: 152-8)C10x15.3

1017B1C8x11.5

1031

B1C1

0x15

.3

1048B1 (EL: 152-8) C8x11.5

1006C1C8x11.5

1009C1C8x11.5

W14x43

W14x43

1021B1

C10x15.3

1024B

1C8

x11.5

1029B1

C8x11.5

1016B

1C8

x11.5

1016B1C8x11.51016B1

C8x11.5

1017B1C8x11.5

1023B

1C8

x11.5

1026B1 C8x11.5

1023B1C8x11.5

1017B

1C8

x11.5

1017B1C8x11.51017B1

C8x11.5

1025B1C8x11.5

1204S1

1036B1C10x15.3

1035B1C10x15.3

1038B1

C10x15.3

1039B1 C10x15.3

1033B1

C10x15.3

1041B1C10x15.3

1019

B1

C10x

15.3

1018B1C10x15.3

1027B1

C10x15.3

1020B1

C10x15.3

1022B1

C10x15.3

1030B1 C10x

15.31032B1C10x15.3

1173R

1

1174R1

1178R1

1176R1

1180R1

1177R1

1179R1

1171R

1

1181R1

1213M1

1028

B1W1

0x22

1045B1 C8x11.5

1044B1 C8x11.5

1042

B1C8

x11.5

1043

B1C8

x11.5

1218M11218M1

1178R1

1203S1

1172R1

1173R

1

1171R11171R1

1171R1

1171R

1

1171R1 1171R1

1171R1

5 6

J

H

25-0

22-0N.T.S.

11-11 14-0

3-410

22

3-0

5-9TYP.

3-1TYP.

8-1

2-8 3-6 5-9

14-6

4-31 / 2

1-0

5-9TYP.

3-1TYP.

1-2 1-6

3-6TYP.

5-9TYP.

4-31 / 2

1 3/16TYP.

21 /2

5-92-0

3-9

15 /16

15 /16

33 / 4

13/16TYP.

6

6

6

66

6

6

6

6

6 7/8

6

117 / 16

6

113 / 4

3-6

1-2 1-3

1-21-6

1-2

313/ 16

81 /2

7-05-4

3-10

5-43 / 1

63 / 1

6

(EXIST.)

(EXIST.)

0°

45°

90°

135°

180°

225°

270°

315°

0°

45°

90°

135°

180°

225°

270°

315°

292.5°

247.5°

202.5°

T/LANDING EL. 152-91/4 T/LANDING EL. 149-91/4

ES1002

ES1003

E1071

E1072

ES1004

(REF.DWG. 32A8-04)TOP OF STEEL EL: 149-8 (U.N.O.)

FRAMING PLAN @ EL: 149-8

(EXIST.)

(EXIST.)

UP

W14x111

W14x111

1ES100 TYP.

1TYP.

ES100

1SIM. ES100

PLAN NOTES:1. FOR GRATING PLAN REFER SHEET E1032. FOR STAIR ELEVATION REFER SHEET E107

E105HOLES PAINT DRAWN CHECKED SHEET # JOB #

UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE A-253

----------

SAMPLE DRAWING: FRAMING PLAN


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR



E100

103C1W12x53

104C1W12x53

105C1W12x40

100C1W12x53

101C1W12x53

102C1W12x40

106B3 W8x24 106B4 W8x24

106B2 W8x24106B1 W8x24

107B

2(E

L: 11

1-3)

W8x

24

107B

1W

8x24

108B

1(E

L: 11

1-3)

W8x

24

A B C

1

2

7-6 19-101/2

16-0

5 /8

7-6 19-101/2

16-0

5 /8

A B C

1

2

3E101

E1011

2E101

1E102

2E102

TOP OF ELEVATION: 108-0 (U.N.O.)(REFER DESIGN DWG. NO. S-201)

STRUT FRAMING PLAN

1. INDICATES BRACE BAYS.PLAN NOTE:

103C1W12x53

104C1W12x53

105C1W12x40

100C1W12x53

101C1W12x53

102C1W12x40

109B3 W14x22 117B1 W16x67

116B1 W16x67109B1 W14x22

108B

2W1

2x26

111B

1W1

6x45

115B

1W1

2x26

110B

1W1

2x26

112B

1W1

6x45

113B

1W1

2x26

114B

1W1

2x26

109B2 W10x15

109B2 W10x15

121B3 C6x8.2 121B4 C6x8.2121B5 C6x8.2

116B2 W14x26

116B2 W14x26

116B2 W14x26

116B2 W14x26

133B2 C6x8.2 121B4 C6x8.2 121B5 C6x8.2

133B1C6x8.2 121B4 C6x8.2 121B5 C6x8.2

131B6 C6x8.2 121B4 C6x8.2 121B5 C6x8.2

121B3 C6x8.2 121B4 C6x8.2 121B5 C6x8.2

131B5 C6x8.2121B4 C6x8.2

121B5 C6x8.2

131B2C6x8.2

121B4 C6x8.2

121B3 C6x8.2121B4 C6x8.2

121B5 C6x8.2

121B1 C6x8.2

121B2 C6x8.2120B5 C6x8.2

120B4 C6x8.2

120B2 C6x8.2

120B2 C6x8.2

120B2 C6x8.2

120B2 C6x8.2

120B2 C6x8.2

120B3 C6x8.2

120B2 C6x8.2

120B2 C6x8.2

120B1 C6x8.2

131B1 C6x8.2

131B1C6x8.2

132F

R1C6

x8.2

131B

3C6

x8.2

131B

4C6

x8.2

A B C

1

2

7-6 19-101/2

16-05 / 8

7-6 19-101/2

16-05 / 8

4-0 3-6 5-01/2 4-71/2 4-71/2 5-7

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

83 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

1-93 / 8

2-31 / 8

1-93 / 8

1-01 / 8

11-0

1-03 / 4

1-37 / 1

6 1-51 / 1

6

1-71-0

3 / 41-9

3 / 8

513/ 16

1-51 / 1

61-7

1-103 / 8

1-6

1-6513/16

1-103 / 8

1-27 / 8

1-6

915/ 16

A B C

1

2


FRAMING PLAN ELEV.-119-1(REFER DESIGN DWG. NO. S-201)TOP OF ELEVATION: 119-1 (U.N.O.)

ES1005

TYP.

TYP.1

ES100

ON SHEET ES100REFER TYP.DETAIL

1E101

2E101

3E101 E102

1

2E102

TYP.ES100

7

103C1W12x53

104C1W12x53

105C1W12x40

100C1W12x53

101C1W12x53

102C1W12x40

119B1 (EL: 132-3) W10x22117B2

(EL: 132-3)

W8x18

117B2

(EL: 130-103/16)

W8x18 118B3 (EL: 130-103/16) W10x22

118B

1(E

L: 13

1-1)

W8x

24

117B

4

(EL:

130-

103 /

16)

(EL:

132-

3)

W10

x22

117B

3(E

L: 13

0-10

3 /16

)(E

L: 13

2-3)

W10

x22

118B

2(E

L: 13

0-0)

S10x

35

1

2

A B C7-6 19-101/2

16-0

5 /8

7-6 19-101/2

16-0

5 /8

66

1-0

2-91/2

A B C

1

2

4ES100

2ES100

ES1003

TOP OF ELEVATION: VARIES (U.N.O.)(REFER DESIGN DWG. NO. S-201)

ROOF FRAMING PLAN

E102E102

E1011

21

2E101


103C1W12x53

104C1W12x53

100C1W12x53

101C1W12x53

119B4 W12x26

119B4 W12x26

118B4 W12x26

118B4 W12x26

119B

2W

16x4

0

119B

3

W16

x40

A B

1

2

7-616

-05 /

8

7-6

7-6

1-05

/ 8

TOP OF ELEVATION: 136-9 (U.N.O.)(REFER DESIGN DWG. NO. S-201)

FRAMING PLAN ELEV.-136-9

3D VIEW

3D VIEW OPPOSITE

SAMPLE DRAWING: STEEL FRAMING PLANS


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR



E101

103C

1W

12x5

3

104C

1W

12x5

3

105C

1W

12x4

0

106B3 W8x24 106B4 W8x24

109B3 W14x22 117B1 W16x67121B1(EL: 119-1)(EL: 119-1)C6x8.2

119B4 W12x26

119B1 W10x22117B2 W8x18

123VB1

L3x3x 5/16123VB

2

L3x3x

5 / 16

124VB2

L3x3x 5/16124VB1

L3x3x5/16

128VB1

HSS5x5x 1/4

A B C

10-11

1 /2

11-1

13-2

4-103 /

86-2

5 /8

10-11

1 /2

11-1

13-2

4-6

5-21 /

45-9

1 /4

9-111/4 9-111/4

3-9 3-9

715/ 1

6

1-45 /

16

1-45 /

1610

1 /4

1-1 7/8

1-1 13/16

515/16

515/16

915 / 16

10 1/2101 / 2

9 15/16

5 15/16

5 15/16

1 1

17-1 2-91/2

1277/1631.79

813/16

1236.29

813/16

12

36.29

1257/826.07

1257/826.07

EL: 97-01/2B.O.B.P.

EL: 132-3T/STEEL

EL: 119-1T/STEEL

EL: 108-0T/STEEL

EL: 97-01/2B.O.B.P.

EL: 132-3T/STEEL

EL: 119-1T/STEEL

EL: 108-0T/STEEL

T/STEELEL: 136-9

E101ELEVATION VIEW ALONG GRIDLINE-1

(REF. ERECTION SHEET# E100)(REF. DESIGN DWG. NO.1/S301)

1

TYP.CONNECTION BOLTS3/4" DIA. A325N

TYP.GUSSET PLATE3/8" THICK

A325N BOLT.3/4" DIA.

TYP.WORK POINT

TYP.WORK POINT

7-6 19-101/2

100C

1W

12x5

3

101C

1W

12x5

3

102C

1W

12x4

0

106B2 W8x24106B1 W8x24

116B1 W16x67109B1 W14x22

119B4 W12x26

117B2 W8x18 118B3 W10x22

123VB3

L3x3x5/16123VB4

L3x3x 5/16

124VB1

L3x3x5/16124VB2

L3x3x 5/16

125VB2

L3x3x5 / 16125VB1

L3x3x 5/16

1PW2(EL: 97-11/2)(EL: 97-11/2)PL1/4x21PW2(EL: 97-01/4)(EL: 97-01/4)PL1/4x2

A B C

10-11

1 /2

5-1013

/ 16

11-93 /

1611

-1

11-1

10-11

1 /2

11-93 /

16

5-25 /

165-9

3 /16

4-103 /

86-2

5 /8

5-51 /

26-3

11/ 1

6

9-111/4 9-111/4

6

515/16

63/16 6 3/16

6

5 15/16

515/165 15/16

61 / 86 1/8

61 / 86 1/8103 /

16

103 /

161-4

5 /16

1-45 /

16

715/ 1

6

715/ 1

61 1

2-91/2

1269/16

28.78

1269/1628.78

1257/826.07

1257/8

26.07

1263/16

27.20

1263/1627.20

B.O.B.P.

EL: 108-0T/STEEL

T/STEEL

T/STEEL

T/STEEL

EL: 97-01/2

EL: 119-1

EL: 136-9

T/STEELEL: 108-0

T/STEELEL: 119-1

T/STEELEL: 130-103/16

B.O.B.P.EL: 97-01/2

EL: 130-103/16

E101 (REF. ERECTION SHEET# E100)(REF. DESIGN DWG. NO.2/S301)

2


TYP.GUSSET PLATE3/8" THICK

ELEVATION VIEW ALONG GRIDLINE-2

TYP.A325N BOLT3/4" DIA.

TYP. WORK POINT

TYP.WORK POINT

7-6 19-101/2

103C

1W

12x5

3

100C

1W

12x5

3

107B2 W8x24

108B2 W12x26

119B2 W16x40

127VB2

HSS4x4x 1/4127VB1

HSS4x4x1 / 4

126VB1

L3x3x 5/16

126VB2

L3x3x5 / 16

1 21 216-05/8

14-21 /

27-1

017

-8

14-21 /

27-1

017

-8

8-05/16 8-05/16

8-2

1-0 13/16 1-013 / 16

1-03 /

16

1-03 /

16

8-21-41-4

16-4

88 5/16

8 5/1685 / 16

1-31/ 4

1-3 5/16

12

107/842.18

12

107/842.18

111/16

1242.65

111/16

12

42.65

EL: 97-01/2

EL: 119-1

EL: 136-9T/STEEL

T/STEEL

B.O.B.P.

EL: 111-3T/STEEL

EL: 97-01/2

EL: 119-1

EL: 136-9T/STEEL

T/STEEL

B.O.B.P.

EL: 111-3T/STEEL


TYP.GUSSET PLATE

3/8" THICK

E101 (REF. ERECTION SHEET# E100)(REF. DESIGN DWG. NO.A/S302)

3 ELEVATION VIEW ALONG GRIDLINE-A

TYP.PLATE EACH SIDE OF WEB

3/8" THICK STIFFENER

A325N BOLT. 3/4" DIA.

TYP.WORK POINT

129M3

129M1

129M2129M4

130M1 130M2 130M3

A B C

1

A

A

B

B

C

C

1 1

2 2

7-6

16-05 /

8

7-6 19-101/2

16-05 /

8

4-215/16

1/83-57/8

1/8 1/84-107/16 5-45-03/8

1/84-73/8

4-215/161/8

3-57/81/8

5-03/81/8

4-73/81/8

4-73/81/8

5-915/16

5-013

/ 16

1 /8

9-107 /

16

2-71 /

8 1 /8

10-81 /

41 /

83-1

1 /2

19-101/2

3

1-11

47 /8

47 /821 /

4

3

3

21 /4

1-61/2

1-61/2

1-61 /

21-6

1 /2

3) INDICATE CHECKERED PLATE SPAN. 2) INDICATE CHECKERED PLATE. 1) FOR FRAMING PLAN REFER SHEET E100. PLAN NOTE:

TOP OF CHECKERED PLATE ELEVATION: 119-11/4 (U.N.O.)CHECKERED PLATE PLAN

(REFER DESIGN DWG. NO. S-201)

TYP.6

ES100

TYP.6

ES100

PERIPHERYALONGTYP.

1ES100

SPAN

SPANSP

AN

SPAN

SPAN

SPAN

SPAN

ES1006

TYP.

ES1006

TYP.

SPAN

SPAN

ES1006

TYP.

OPENINGAROUNDTYP.

1ES100

7ES100

7ES100

122HB6L3x3x1 / 4

122HB1

L3x3x1 / 4

122HB2

L3x3x1 / 4

122HB3L3x3x1 / 4

122HB4

L3x3x1 / 4

122HB5L3x3x1 / 4

A

A

B

B

C

C

1

2 2

1

2

7-6 19-101/2

16-05 / 8

16-05 / 8

7-6 19-101/2

4-101/2 15-0

3-53 / 4

5-01/2

6-46-2

7 / 8

2-1013

/ 165-1

03 / 16

7-35 / 8

511/16 4-613/16 14-10

22

2

22

5

31 / 251 / 8

23 / 4

27 / 8

49 / 1663 / 8

3

213 / 1633 / 8

55 / 16

311 / 16

1275/8

32.41

1275/8

32.41

126

26.48

126

26.48

12

89/1635.51

12

89/1635.51

(REFER DESIGN DWG. NO. S-201)TOP OF HORIZONTAL BRACE ELEVATION: 118-111/2 (U.N.O.)

HORIZONTAL BRACING PLAN

BOLTS (TYP.)3/4" DIA. A325N

1) FOR FRAMING PLAN REFER SHEET E100. PLAN NOTE:

ON SHEET ES100REFER TYP.DETAIL

SAMPLE DRAWING: BRACING VIEWS & PLANS

RECEIVED APPROVAL

X

ERECTOR

REVISIONS

ARCHITECT

CONTRACTOR

SENT APPROVAL

SHOP NOTES:

SHOP PAINTCH. BY:

DATE

JOB NO.: SHT. NO.:

DR. BY:

UNLESS NOTED

ARCH./ENGINEER

HOLESBOLTS

JOB NAME:

LOCATION:

SURFACE PREP.

UNLESS NOTED

CUSTOMER:


E5005

13/16"DIA

------

3/4" DIA A325N

B

C0

FIELD

X

5000

C1W

12x4

0

5005

C2W

27x1

61

5005

C1W

27x1

94

5004

C1W

27x1

94

5003

C1W

27x1

94

5002

C1W

27x1

94

5001

C2W

27x1

94

5001

C1W

27x1

94

5000

C2

W18

x119

5030

C1HS

S8x8

x1 /4

5053B1W16x265052B2W16x26

5057B3W10x335057B3W10x33

5080VB6

C8x11.5

5069V

B3

C8x11

.5

5068VB2

C8x11.5

5068V

B1

C8x11

.5

5069VB1

C8x11.5

5069VB2

C8x11.5

5068V

B6

C8x11

.5

5068VB2

C8x11.5

5068VB3

C8x11.5 5068V

B1

C8x11

.5

5047B1W18x46

5071VB5

C4x4.5

5071VB6

C4x4.5

5071VB4

C4x4.5

5051B4W14x22 5052B1W14x22 5053B2W16x26 5054B2W16x315054B1W16x26

5046B3W14x22

5059G7W8x28

5059G7W8x28

5059G7W8x28

5059G7W8x28

5064G6W8x28

5059G8W8x28

5059G8W8x28

5059G8W8x28

5059G8W8x28

5059G8W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G1W8x28

5060G2W8x28

5060G2W8x28

5060G2W8x28

5060G2W8x28

5060G2W8x28

5060G3W8x28

5060G3W8x28

5060G3W8x28

5060G3W8x28

5060G3W8x28

5062G5W8x28

5062G5W8x28

5062G5W8x28

5064G5W8x28

5060G4W8x28

5068VB4

C8x11.5

5092

C1W

27x1

61

5091

C1W

27x1

94

5090

C1W

27x1

94

5089

C1W

27x1

94

5088

C1

W27

x194

5087

C1W

27x1

94

5086

C1W

27x1

94

5085

C1W

18x1

19

5056B4W10x335057B5W10x33

5080V

B2

C8x11.

5 5083VB3

C8x11.5

5081VB4

C8x11.55081V

B5

C8x11.

5 5081VB6

C8x11.5

5082VB1

C8x11.5

5059G7W8x28 5062G5W8x28

5059G7W8x28 5062G5W8x28

5059G8W8x28 5060G1W8x28 5060G1W8x28 5060G2W8x28 5060G3W8x28

5059G7W8x28

5062G5W8x28

5075M5

5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17

5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17

5078VB1

C4x4.5

5072M17 5072M17 5072M17

5072M17

5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17 5072M17

5072M17

5072M17

5072M17 5072M175072M17 5072M175072M17 5072M175072M17 5072M175072M17 5072M17

5072M17

5072M17

5072M17

5072M17

5072M17

5072M17 5072M17

5072M17 5072M175072M17 5072M175072M17 5072M175072M17 5072M175072M17

5072M17 5072M175072M17 5072M175072M17 5072M175072M17

5072M17

5072M17

5072M17

5072M17

5072M17

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M11

5072M13

5072M13

5072M13

5072M13

5072M13

5072M13

5084M3

5084M3

5084M3

5084M3

5084M3

5084M3

5084M3

5084M3

5069VB2

C8x11.5

5107B1W16x405107B2W16x405107B3W16x405107B4W16x405107B4W16x405108B1W16x40

5108B2W16x40

G.20D.80 E.30 F.30E.80 F.70D.55 G.60

41-417-111/2

20-715/1620-81/161-0

GIRT LINE

11 /2

36-9

1-5 11/161-51

1 / 16

83 / 8 10 15/16

18-011

/ 16

18-85 /

16

9 9

1-01 /

8

1-01 /

8

2-01 /

8

2-01 /

81-01 /

8

1-01 /

8

1-01 /

8

1-31/2GIRT LINE

15-0

7-31 /

24-2

1 /2

9-09-0

9-09-0

7-87 /

8

5-58-7

2-01 /

811

-117 /

88-6

5-6

16-01 /

431

-51 /4

30-515

/ 16

15-87 /

16

14-5

12-6

14-0

9-09-0

9-09-0

7-87 /

8

41-11

51-87 /

8

11 /2

14-5

11 /4

10-81/2 10-81/2 10-81/2 10-81/2

18-31/2 18-9 21-5 21-5 22-6 22-5 22-81/2

7-811

/ 16

1-35 /

16

7-811

/ 16

1-35 /

16

101 / 4

9 3/4

10 1/4

911 / 16

5

101 / 4

9 3/4

5

1-1

81 /2

1-19 / 16

8

10 1/4

911 / 165

101 / 16

9 9/16

5 10 1/16

101 / 16

9 5/895 / 8

5

10 1/16

99 / 16

5

8 7/16

87 / 168 3/8

83 / 8

8

81 /2

1-0 15/161-19 / 16

1-08-0

5-04-0

1-51/2GIRT LINE

5-04-0

43/16 61/4

57 /16

35 /8

TYP. ATBOTH END1/4 4


1/4

1/4

1/4

1/4


TYP. ATBOTH END 1/4 4



















1/4

1/41/4

1/41/4

1/41/4

1/4

1/4

1/4

1/4

1/41/4

1/41/4

1/4

1/4

1/41/4

1/41/4

1/41/4

1/4

12

107/1640.96

12

107/1640.96

12

107/1640.97

81/16

1233.97

81/16

1233.97

81/16

1233.97

81/16

12

33.97

81/16

12

33.97

81/16

1233.97

81/4

1234.5781/4

1234.57

81/4

1234.57

81/4

1234.57

81/4

12

34.57

81/4

12

34.57

89/16

1235.61

89/16

1235.61

89/16

12

35.61

89/16

12

35.57

89/16

1235.57

89/16

1235.57

1 ELEVATION VIEW(REF. ERECTION SHEET# E5000)

(REF. DESIGN DWG.# C/S4.06 & E/S4.06)E5005

B.O.B.P.EL:99-01/2

EL:135-91/2T/STEEL

ERECTION BOLTA307 TYP.

H.10 J

EL:113-6GIRT

EL:126-0GIRT

EL:140-0GIRT

EL:149-0GIRT

EL:158-0GIRT

EL:167-0GIRT

EL:176-0GIRT

EL:185-0GIRT

EL:154-0GIRT

EL:168-0GIRT

EL:182-0GIRT

EL:113-6GIRT

EL:128-6GIRT

EL:140-0GIRT

EL:149-0GIRT

EL:158-0GIRT

EL:167-0GIRT

EL:176-0GIRT

EL:185-0GIRT

EL:154-0GIRT

EL:168-0GIRT

EL:182-0GIRT

CL OF SPLICECL OF SPLICECL OF SPLICE CL OF SPLICECL OF SPLICE

CL OF SPLICECL OF SPLICE CL OF SPLICE

EL:192-87/8T/STEEL

EL:162-6T/STEEL

EL:131-5T/STEEL

EL:192-87/8T/STEEL

EL:99-1B.O.B.P.

EL:99-1B.O.B.P. B.O.B.P.

EL:99-01/2B.O.B.P.EL:99-1ERECTION BOLT

A307 TYP.

EL:183-811/16T/STEEL

EL:183-811/16T/STEEL

FOR DETAIL VIEWSEE 1/ES5003

FOR DETAIL VIEWSEE 1/ES5003 FOR DETAIL VIEW

SEE 2/ES5003(TYP.)

(TYP.)

(SIM.)







5033

C1HS

S8x8

x5 /16

5014

C1W

12x3

0

5014

C2W

12x3

0

5015

C1W

12x3

0

5015

C2W

12x4

5

5066VB2

C4x4.5

5066VB3

C4x4.55066VB1

C4x4.5

5040B1W16x265039B2

W14x225038B3W14x225037B4

W16x31

5062G2W8x185058G5W8x24 5077G2W8x21

5077G1W8x21

5058G6W8x21

5058G6W8x215058G5W8x24

5076B1W12x14

5076B2W12x14

5076B3W12x14 5076B4W12x14

5079VB1

C4x4.5

5079VB2

C4x4.5

5079VB3

C4x4.5

5062G2W8x18

C C.40 C.65 C.95 D.4528-7 23-0 23-0 21-0

8-91 /

214

-51 /2

1-0GIRT EXTENSION

36-9

7-61 / 4

5-113 / 4

3 5/835 / 8

1-0 5/16

1-51 / 4

1-05/ 16

1-65 / 81-6 5/8

11-6 11-6

10-95 /

817

-58-6

3 /8

8GIRT EXTENSION1-0

GIRT LINE

19-51 /

217

-31 /2

7

7

6 6

1-5 3/8







1/4

1/4

1/4

1/4

1/4

1/4 1/4

1/4

12

3/81.71

12

5/161.42

12

111/842.87

12

111/842.87

12

111/842.87

12

71/1630.37

12

9/162.67

12

615/1630.14

12

71/1630.37

2 ELEVATION VIEW(REF. ERECTION SHEET# E5000)(REF. DESIGN DWG.# E/S4.02)

E5005

EL: 135-91/2T/STEEL

EL:127-0GIRT

EL:113-6GIRT

EL:99-01/2B.O.B.P. B.O.B.P.

EL:99-01/2

EL: 135-91/2T/STEEL

ES50016 TYP.

EL:121-01/4T/STEEL

ERECTION BOLTA307 TYP.

GIRTEL:118-6

T/STEELEL: 121-01/4

GIRTEL:127-0

8ES5001

8ES5001

EL:134-7T/STEEL

EL:134-7T/STEEL

SAMPLE DRAWING: BRACING & GIRT ELEV. VIEWS


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE S-412

----------

2010

C1W

12x5

0

2020

C1HS

S5x5

x1 /4

2102B1 W16x26

2159B1W12x19

2064

C1W

12x5

0

2220VB1

HSS4x4x 1/4 2221VB1

HSS4x4x1 / 4

2218VB1

HSS4x4x

1 / 4 2219VB1

HSS4x4x 1/4

13 14

15-51 /

212

-311/ 1

6

14-91 /

28

1-11/2 2-91/8 3-0 4-0 4-0 4-0 4-0 2-33/8

25-212-7 12-7

6

6

4-25 /

16

3 /4

3 /4 3/16 6

3/16 6

3/16 43/16 4

3/16 43/16 4

3/16 63/16 6

3/16 93/16 9

3/16 43/16 4

3/16 63/16 6

3/16 43/16 4

3/16 63/16 6

12

113/843.54

12

117/844.75

101/4

12

40.51

101/4

1240.51

121/4

1.17

HOLE(TYP.)13/16" ø ERECTION PIN

ERECTION BOLT(TYP.)3/4" DIA. A307

EL:100-11/2B.O.B.P.

EL:114-7T/STEEL

SIM.DETAIL VIEW-1

FOR DETAIL REFER

EL:126-41/2T/STEEL EL:126-1011/16

T/STEEL

EL:114-7T/STEEL

T/POSTEL: 131-1

T/POSTEL: 131-1

ELEVATION VIEW

(REF. DESIGN DWG. NO.17/S513)(REF. ERECTION SHEET# E200 & E203)E208

1

2013

C1HS

S5x5

x1 /4

2012

C1HS

S6x6

x1 /4

2156B1W21x44

2099B1W8x18

2217VB1

HSS4x4x1 / 4

2216VB1

HSS4x4x 1/4

JK J.84-9 13-1

13-10

1 /2

13-2

3 /4

413

-2

101 /

2

3/16 93/16 9

3/16 93/16 9


3/16 6


3/16 6

3/16 93/16 9

1291/1637.08

1281/235.30

ELEVATION VIEW

(REF. DESIGN DWG. NO.16/S513)(REF. ERECTION SHEET# E200 & E203)E208

2ERECTION BOLT(TYP.)

3/4" DIA. A307


EL:99-11/2B.O.B.P.

T/STEELEL:126-2

T/STEELEL:113-0

T/STEELEL:126-2

T/STEELEL:113-0

2029

C1HS

S7x7

x1 /4

2030

C1HS

S7x7

x1 /4

2195B1 W16x26

2184B1 W12x19

2095B1 W10x12

2224VB1

HSS4x4x1/4

2223VB1

HSS4x4x1 / 4

2222VB1

HSS4x4x 1/4

C G.916-10

2-19/16 3-113/16 3-111/4 3-113/16 2-1013/16

81 /16

6

5

3 /4

13-10

1 /2

14-113

/ 16

4-101 /

8

13-10

1 /2

14-29 /

164-1

01 /4

4-93 /

16

4-101 /

16

3/16 93/16 9

3/16 93/16 9

3/16 93/16 9

3/16 93/16 9

3/16 93/16 9


3/16 6


3/16 6


3/16 6

121/16

0.25

121/16

0.21

1235/1615.33

12

101/1640.01

12

99/1638.51

L

EL: 131-1115/16T/STEEL

T/STEELEL: 127-113/16

B.O.B.P.EL: 99-11/2

T/STEELEL: 113-0

T/STEELEL: 132-013/16

EL: 127-29/16T/STEEL

B.O.B.P.EL: 99-11/2

T/STEELEL: 113-0

E2085

(REF. ERECTION SHEET# E200,E203 & E205)(REF. DESIGN DWG. NO.21/S513)

ELEVATION VIEW

T/POSTEL: 136-10

T/POSTEL: 136-10



2044

C1HS

S51 /

2x51 /

2x1 /

4

2045

C1W

12x4

5

2205B1 W16x26

2124B1 W12x19

2066

C1W

12x4

5

2237V

B1

HSS51 / 2x5

1 / 2x1 / 4

2236VB1

HSS5 1/2x5 1/2x 1/4

C.8C.1

3 /4

68

15-0

10-57 /

1610

-01 /16

14-41/2

3/16 93/16 9


3/16 6

3/16 93/16 9

3/16 93/16 9


3/16 6

81/2

12

35.31

1115/16

12

44.88

T/STEELEL: 133-10

B.O.B.P.EL: 98-41/2

E2084

(REF. ERECTION SHEET# E200 & E205)(REF. DESIGN DWG. NO.10/S513)

ELEVATION VIEW

T/STEELEL: 123-915/16

T/STEELEL: 113-41/2



SIM.DETAIL VIEW-1

FOR DETAIL REFER

2043

C1HS

S4x4

x1 /4

2039

C1HS

S4x4

x1 /4

2120B1W12x16

2233VB1

HSS5x5x 1/4

192017-11

8 3-9 3-9 4-0 4-0 1-9

3 /4

14-3

4-111 /

2

3/16 93/16 9


3/16 6

1293/1637.38



E208 (REF. ERECTION SHEET# E200)(REF. DESIGN DWG. NO.11/S513)

ELEVATION VIEW3

EL:112-71/2T/STEEL

T/POST

B.O.B.P.EL:98-41/2

EL: 117-7

2053

C1HS

S51 /

2x51 /

2x1 /

4

2050

C1HS

S51 /

2x51 /

2x1 /

4

2129B1 W12x14

2210B1 W12x14

2244VB1

HSS51 / 2x5

1 / 2x1 / 4

21 2217-10

3-0 4-0 4-0 4-0 2-10

14-11

1 /2

20-43 /

43-1

1 /4

6

14-11

1 /2

19-10

1 /2

3-71 /

2

6

3/16 93/16 9


3/16 6

3/16 93/16 9

12 3/81.67

103/4

1241.90

EL:133-21/2T/STEEL

T/POST

B.O.B.P.EL:98-41/2

EL: 136-10T/POSTEL: 136-10

EL:133-83/4T/STEEL

E208 (REF. ERECTION SHEET# E200 & E205)(REF. DESIGN DWG. NO.20/S513)

ELEVATION VIEW6



EL:113-4T/STEEL

B.O.B.P.EL:98-41/2

EL:113-4T/STEEL

SAMPLE DRAWING: VERTICAL BRACING ELEV. VIEWS


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE A-253

----------

1072B1W12x26

1195FR1

1134B1W12x14

1135B1W12x14

1048C1HSS4x4x1/4

W10x12

1239M1

1305M1

1207M1

1216M1

1358M1L3x3x1/4 1382M1

5-8 4-4 8-9 19-41/2

A A.2 A.4 B C.4

2-45-3 5 3-10 6

17-8

4

3-71/2

4

TYP. 3/16 1.53/16 1.5

L TO LTYP. 3/16

3/16

TYP. AT BOTHEND OF ANGLE 3/16

1269/16

28.61

EL: 99-8

BLEACHER FRAMESL4X4X1/2 BETWEEN

T/STEEL

FRAME

(U.N.O.)3/8" THICK PLATE

3/8" THICK PLATE

DECK (4" TOTAL THICKNESS)21/2" CONC. OVER 11/2" METAL

O.C. (33/8" EMBED.)HY-270 EPOXY ANCHORS @ 16" L4X3X1/4" (LLV) W/ 3/8"Ø HILTI

ON ES101DETAIL VIEW-3

FOR DETAIL REFER

EL: 82-0F/FLOOR

1E105 (REF. ERECTION SHEET# E100)

(REF. DESIGN DWG. NO.5/A253)

ELEVATION VIEW

EL: 100-0F/FLOOR

VENEERMASONRY

INSULATION

STUD WALL

FOR PIECEMARK SEE AB PLAN3/4" THICK BEARING PLATE

(U.N.O.)

A307 BOLTS TYP.WT5X6 WITH (4) 1/2"Ø

WALL8" CMU

WALL6" CMU

(SEQ#2) SEE ELEV. VIEWFOR PIECEMARK

3/8" THICK PLATE

Section A-ASEE PLANFOR PIECEMARK

3/8" THICK PLATESHOP ATTACHED WITHL3"x3"x1/4"

L3x3x1/4 EOS ANGLES

A

A EL: 84-8T/ANGLE

PIECEMARK SEE PLANL3x3x1/4 EOS ANGLES

WITH L4x3x1/4(LLV)3/8" THICK PLATE

EPOXY ANCHORS(6" EMBED.)3/4" Ø HILTI HY-2701/2" PLATE WITH (4)

1025

C1HS

S10x

10x5 /

16

1032

C1HS

S5x5

x1 /4

1189FR1

1072B1W12x26

1131B1W12x14

1124B1W12x19

1236M1

1302M1

1213M1

1257M1

A.14-9 4-4 8-9 19-41/2

2-44-4 5 3-10 6

17-8

4

71/2

101 /

2

L TO LTYP. 3/16

3/16

TYP. 3/16 1.53/16 1.5

1269/16

28.61

A.2 A.4 B C.4

EL: 99-8


T/STEEL

FRAME


3/8" THICK PLATE

DECK (3" TOTAL THICKNESS)W.W.F. OVER 0.6C24 METAL 21/2" CONC. WITH 6X6 W1.4xW1.4

O.C. (33/8" EMBED.)HY-270 EPOXY ANCHORS @ 16"L4X3X1/4" (LLV) W/ 3/8"Ø HILTI

EL: 82-0F/FLOOR

2E105


ELEVATION VIEW

EL: 100-0F/FLOOR

VENEERMASONRY

INSULATION

STUD WALL

EL: 81-11/2B.O.B.P.


(REF. ERECTION SHEET# E100)

WALL6" CMU

WALL8" CMU

EL: 84-9T/ANGLE


FOR DETAIL REFER


(U.N.O.)L3x3x1/4

1025

C1HS

S10x

10x5 /

16

1042

C1HS

S5x5

x1 /4

1191FR1

1128B1W12x19

1129B1W12x14

1238M1

1304M1

1215M1

1257M1

4-9

417

-8

63-1054-4 2-4

19-41/28-94-4

71/2

101 /

2

L TO LTYP. 3/16

3/16

TYP. 3/16 1.53/16 1.5

1269/16

28.61

A.1 A.2 A.4 B C.4

EL: 99-8


T/STEEL

FRAME


3/8" THICK PLATE



EL: 82-0F/FLOOR

3E105


ELEVATION VIEW

EL: 100-0F/FLOOR

VENEERMASONRY

INSULATION

STUD WALL

EL: 81-11/2B.O.B.P.



WALL8" CMU

WALL6" CMU

EL: 84-9T/ANGLE


FOR DETAIL REFER


(U.N.O.)L3x3x1/4

1021

C1HS

S10x

10x5 /

16

1039

C1HS

S5x5

x1 /4

1191FR1

1127B1W12x14

1126B1W12x19

1237M1

1303M1

1214M1

1257M1

4-9

417

-8

63-1054-4 2-4

19-41/28-94-4

71/2

101 /

2

L TO LTYP. 3/16

3/16

TYP. 3/16 1.53/16 1.5

1269/16

28.61

A.1 A.2 A.4 B C.4

EL: 99-8


T/STEEL

FRAME


3/8" THICK PLATE



EL: 82-0F/FLOOR

4E105


ELEVATION VIEW

EL: 100-0F/FLOOR

VENEERMASONRY

INSULATION

STUD WALL

EL: 81-11/2B.O.B.P.



WALL8" CMU

WALL6" CMU

EL: 84-9T/ANGLE


FOR DETAIL REFER


(U.N.O.)L3x3x1/4

SAMPLE DRAWING: AUDITORIUM SITTING ELEV. VIEWS


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE S-412

----------

2045

C1W

12x4

5

2046

C1W

12x4

5

2205B1

W16x26

2206TR1W12x87

2188TR1W12x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2255

VB1

W12

x26

2257V

B1

W12x26

2256VB1

W12x26 2256V

B1

W12x26

2256VB1

W12x26 2256V

B1

W12x26

2256VB1

W12x26 2256V

B1

W12x26

2256VB1

W12x26

2256V

B1

W12x26

2254VB1

W12x26

2067

C1W

12x4

5

2066

C1W

12x4

5

C.8G.262-0

7-0 6-0 6-0 6-0 6-0 6-0 6-0 6-0 6-0 7-0

25-11

7 /16

9-061 /

16

95/16

1237.88

8

12

33.69

8

1233.69

8

12

33.69

8

1233.69

8

12

33.69

8

1233.69

8

12

33.69

8

1233.69

95/16

12

37.88

E207ELEVATION VIEW

EL: 124-315/16

EL: 133-315/16

EL: 98-41/2B.O.B.P.

3(REF. DESIGN DWG. NO.1/S513)

(REF. ERECTION SHEET# E203 & E205)

DETAIL VIEW-1FOR DETAIL REFER TYP.

CONNECTION BOLT3/4" DIA. A325N

DETAIL VIEW-1FOR DETAIL REFER

CNTR/TOP CHORD

CNTR/BOT. CHORD

EL: 133-10T/TRUSS

OPP.

2ES200

2011

C1W1

2x50

2010

C1W1

2x50

2154TR1 W12x96

2145TR1 W12x35

2064

C1W1

2x50

2065

C1W1

2x50

2247VB1

W12x26 2249VB1

W12x26

2248

VB1

W12x2

6

2250VB1

W12x26

2250VB1

W12x26

2251VB1

W12x26

2250VB1

W12x262249VB1

W12x26

2249VB1

W12x26

2252VB1

W12x26

2253VB1

W12x26

2248

VB1

W12x2

6

2248

VB1

W12x2

6

2248

VB1

W12x2

6

2248

VB1

W12x2

6

2248

VB1

W12x2

6

2248

VB1

W12x2

6

2248

VB1

W12x2

6

2248

VB1

W12x2

6

2146TR1 W12x35

2153TR1 W12x96

7-77/8 7-77/87-77/87-77/87-77/87-77/87-77/87-77/8

76-61/2

7-75/87-77/8

9-017

-63 /8

30-71/2TOP CHORD SPLICE

45-11TOP CHORD SPLICE

38-33/8BOTTOM CHORD SPLICE

38-31/8BOTTOM CHORD SPLICE

61 /8

103/16

1240.39

103/16

12

40.39

103/16

1240.39

103/16

12

40.39

103/16

1240.39

103/16

12

40.39

103/16

1240.39

103/16

12

40.39

103/16

1240.39

103/16

12

40.31

G.5C.4

EL: 116-77/8

TYP.CONNECTION BOLT3/4" DIA. A325N



1E207

(REF. DESIGN DWG. NO.4/S513)(REF. ERECTION SHEET# E200 & E203)

ELEVATION VIEW

ES2002

CNTR/TOP CHORDEL: 125-77/8

B.O.B.P.EL: 99-11/2

CNTR/BOT. CHORD

ES2015

TYP.

OPP.

T/TRUSSEL: 126-2

2053

C1HS

S51 /

2x51 /

2x1 /

4

2054

C1HS

S51 /

2x51 /

2x1 /

4

2212B1 W16x26

2132B1W14x22

2246VB1

HSS51 / 2x51 / 2x

3 / 8

2245VB1

HSS5 1/2x5 1/2x 5/16

C.1 D.1

3 /4

818

-915/ 1

615

-99 /16

3-10

15-2

19-51 /

23-1

0

7

22-81/2

91/2 3-21/2 3-0 4-0 3-0 4-0 4-0 81/2

3/16 93/16 9


3/16 6


3/16 6

3/16 93/16 9

3/16 93/16 9

125/16

1.59

12101/4

40.47

12711/1632.60



E207 (REF. ERECTION SHEET# E200 & E205)(REF. DESIGN DWG. NO.18/S513)

ELEVATION VIEW2

EL: 136-10

EL:98-41/2B.O.B.P.

EL:133-0T/STEEL

T/POST

T/STEELEL:114-21/16T/STEEL

EL:113-61/2

EL:133-0T/STEEL

EL: 136-10T/POST

EL:98-41/2B.O.B.P.

SAMPLE DRAWING: VERTICAL BRACING ELEV. VIEWS


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE S-512, S-513 & S-514

----------

2. "*" INDICATES "CUT TO SUIT AT FIELD".1. N.T.S. INDICATES "NOT TO SCALE".ERECTOR NOTE:-

13EOD

SEE PLAN

9-0

N.T.S

.

3/16

3/16

3/16

12

113/1642.97

ROOF DECKMETAL

JOIST

PIECEMARK SEE PLANEACH GUSSET PLATE

HSS3X3X1/4" BRACE AT

FIELD CONDITIONVARIES PER

SEE PLANPIECEMARK

L4x4x1/4

ROOF DECKMETAL

JOIST

CONNECTION BOLT(TYP.)3/4" DIA. A325N

SEE ELEVATIONSTEEL TRUSS

GUSSET PLATE1/2" THICK


(REF. DESIGN DWG. NO.7/S513)ES201

5(REF. ERECTION SHEET# E207 & E204)

SECTION VIEW

L4x4x1/4

EL:SEE PLANT/STEEL

TO TOP CHORD OF JOIST.ACTUAL FIELD CONDITION AND WELDFIELD CUT HSS DIAGONAL BRACE PERERECTOR NOTE:

DECK SUPPORT

C.4

ROOF DECKMETAL

JOIST

SEE PLANSTEEL BEAM

BRACEHSS PARAPET

EL: SEE PLANT/STEEL

EL: 131-1T/POST

ES2011

(REF. ERECTION SHEET# E203)SECTION VIEW

ES201(REF. DESIGN DWG. NO.3/S512)

2(REF. ERECTION SHEET# E202)

SECTION VIEW

METAL DECKCONCRETE OVER

FOR PIECEMARK SEE PLANANCHORS @ 24" O.C. (55/8" EMBED)

5/8" DIA. HILTI HY-270 EPOXYCONT. L4x4x3/8 LEDGER WITH CMU WALL

EL: 99-8T/ANGLE

PIECEMARK SEE PLANO.C. (55/8" EMBED.)HIT-HY 270 ANCHORS @ 2'-0"L4X4X1/4 WITH 1/2"Ø HILTI

CMU WALL

(REF. DESIGN DWG. NO.3/S514)

ROOF DECK

ES2013


MASONRY VENEER

INSULATION

PIECEMARK SEE ELEVATION VIEWO.C. (63/4" MIN. EMBED.)

EPOXY ANCHORS @ 24"DIA. HILTI HY-270

GALV. L7X4X3/8 WITH 3/4"

SEE ELEVATION VIEWB/ANGLE

CMU WALLO.C. (63/4" MIN. EMBED.)EPOXY ANCHORS @ 24"

DIA. HILTI HY-270GALV. L7X4X3/8 WITH 3/4"

INSULATION

MASONRY VENEER

SECTION VIEW(REF. ERECTION SHEET# E209)

4


TYP. ATEACH END 3/16

3/16ROOF DECKMETAL

JOIST

L4X4X1/4

BRACE AT EACH JOISTL3X3X1/4 KICKER

CL

T/POSTEL: 117-7

INFILLMETAL STUD

BRACEHSS PARAPET

T/STEELEL:SEE PLAN

STUD WALLMETALSHEATHINGWALL

SEE PLANSTEEL BEAM


SECTION VIEW


* 2288M1

JOIST

ROOF DECKMETAL

SEE PLANSTEEL BEAM


7ES201

WITH STEEL BEAMSHOP ATTACHED

HSS4x3x1/4 3/16

L4x4x1/4

SEE PLAN

SEE PLANFOR PIECEMARKSTEEL BEAM

T/STEEL

WITH STEEL BEAMSHOP ATTACHED

HSS4x21/2x1/4

ES2018


3/16


9

ROOF DECKMETAL

L4X4X1/4

SEE PLANSTEEL BEAM

JOIST SHEATHINGWALL

(REF. ERECTION SHEET# E201)ES201SECTION VIEW

SEE PLANT/STEEL

BRACEHSS PARAPET

INFILLMETAL STUD

EL: 117-7T/POST

LC

STUD WALLMETAL

2288M1

BRACE AT EACH JOISTL3X3X1/4 KICKER

*

3/16

3/16

3/16

3/16

TYP. 3/16

JOIST


SEE PLANT/STEEL

PLATE1/4" THICK2289M1



BRACE @ 5'-0" O.C.L3X3X1/4 KICKER

*

10

LC

2288M1

3/16

3/16

3/16

3/16

TYP.3/16

2289M1

PLATE1/4" THICK

SEE PLANT/STEEL

SEE PLANFOR PIECEMARK

STEEL BEAM

JOIST

BRACE @ 5'-0" O.C.L3X3X1/4 KICKER

*

LC


12ES201

2288M1

DECK SUPPORTPROVIDED FORHSS4x21/2x1/4


3/16

3/16

3/16

3/1612111/16

7.88

(REF. ERECTION SHEET# E201)11

ES201SECTION VIEW

T/POSTEL: 117-7

SEE PLANSTEEL BEAM

SHEATHINGWALL

STUD WALLMETAL

INFILLMETAL STUD

ROOF DECKMETAL

BRACEHSS PARAPET


*@5'-0" O.C.

L3x3x1/4 KICKER BRACE


JOIST

EL: SEE PLANT/STEEL

2288M1

2289M1

PLATE1/4" THICK


3/16

3/16

1269/16

28.59

ROOF DECKMETAL

T/STEEL


@5'-0" O.C.L3x3x1/4 KICKER BRACE

EL: SEE PLAN

EL: 117-7


SEE PLANSTEEL BEAM

SHEATHINGWALL

STUD WALLMETAL

*

T/POST


BRACEHSS PARAPET

INFILLMETAL STUD

SECTION VIEW13ES201

JOIST

PLATE1/4" THICK

2289M1*

(SHOP ATTACED w/BEAM)HSS4x21/2x1/4

2288M1

6

1/2

SEE PLANSTEEL BEAM

EL: SEE PLANT/STEEL

SEE ANCHOR BOLT PLANWITH (2) 3/4"Ø F1554 ANCHOR ROD

3/4" NON-SHRINK GROUT3/4" THICK BEARING PLATE OVER

OVER A METAL DECKCONCRETE SLAB

JOINT1/2" EXPANSION

ES20114 SECTION VIEW

(REF. ERECTION SHEET# E202)(REF. DESIGN DWG. NO.28/S512)

2148B1W12x26

2300M1L4x4x3/8

10EOD3/16

ATTACHED WITH STEEL BEAMTHICK CLOSURE PLATE SHOPHSS7"x5"x1/4" WITH 1/4"EL: 124-0

ATTACHED PLATE1/2" THICK SHOP

T/STEEL

K

ES201SECTION VIEW15


2147B1W12x26

2300M1L4x4x3/8

6EOD 3/16

T/STEEL

ATTACHED PLATE1/2" THICK SHOP

ATTACHED WITH STEEL BEAMTHICK CLOSURE PLATE SHOP

HSS7"x5"x1/4" WITH 1/4"EL: 124-0

A.1

ES201SECTION VIEW16


SAMPLE DRAWING: SECTION VIEWS

ES101HOLES PAINT DRAWN CHECKED SHEET # JOB #

UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE S-511 & S-512

----------

1249M1 3/16

LONG CENTERED ON SPLICEPLATE 1/4"X13/4"X8"

FOR PIECEMARK SEE PLANSTEEL CHORD ANGLESDIAPHRAGM

FOR PIECEMARK SEE PLANSTEEL CHORD ANGLES

DIAPHRAGM

TYPICAL SPLICE DETAIL(REF. DESIGN DWG. NO.7/S511)

6EOD

71/ 2

1/4

CL


JOIST

SEE PLANFOR PIECEMARKL4x4x1/4

EL: 124-0T/STEEL

ES1011


10EOD

71/ 2

1/4

T/STEELEL: 124-0

JOIST

SEE PLANFOR PIECEMARKL4x4x1/4


CL

ES1012


CL

T/STEEL


STEEL BEAM

SEE PLAN

Ø A325N BOLTSPLATE WITH (4) 3/4"

1/2" SHOP ATTACHED

PLATES(2) 3/8" STIFFENER

SHOWN FOR CLARITY.GRANDSTAND NOT NOTE:



SECTION VIEW

1183FR1

1067B1W12x26

TYPICALCONNECTION BOLT(2)3/4" DIA. A325N

T/STEEL

EL: 91-213/16

FRAME

EL: 92-3

PLATE3/8" THICK

T/PLATE FRAMEATTACHED WITHHSS4x4x1/4 STUB

CL

6ES101 (REF. ERECTION SHEET# E100)

SECTION VIEW


STIFFENER PLATE3/8" THICK

1184FR1

1068B1W12x26

FRAMEATTACHED WITHHSS4x4x1/4 STUB


FRAME

PLATE3/8" THICK

LC

T/STEEL

EL: 91-213/16

EL: 92-3

T/PLATE

SECTION VIEW(REF. ERECTION SHEET# E100)ES101

7SHOWN FOR CLARITY.GRANDSTAND NOT NOTE:STIFFENER PLATE

3/8" THICK

CONNECTION BOLTS TYP.WITH (4) 3/4" DIA. A 325N 3/8" STEEL BASEPLATE

SEE PLANFOR PIECEMARKHSS4x4x1/4


EL: 99-8

CONNECTION BOLT TYP.3/4" DIA. A325N

T/STEELSEE PLANFOR PIECEMARKSTEEL BEAM


EL: 99-5T/STEEL

CL



SECTION VIEW

A A 23/ 8

8

31/ 2

311

/ 2

BASE PLATE3/8" THICK

SEE PLANFOR PIECEMARKHSS COLUMN


SHOWN FOR CLARITY.STEEL FRAME NOT NOTE:

LC

LC

TYP.CONNECTION BOLT3/4" DIA. A325N

Section A-A

1172FR1

1064B1W12x26


T/PLATE

EL: 92-3

EL: 91-213/16

T/STEEL

CL

PLATE3/8" THICK

FRAME



ES1018 SECTION VIEW


STIFFENER3/8" THCIK

1168FR1

1063B1W12x26

ES1019


T/PLATE


EL: 92-3

EL: 91-213/16

T/STEEL

CL

PLATE3/8" THICK

FRAME



STIFFENER3/8" THCIK

1141B1W12x14

1142B1W12x14

1378M1

1379M11/4

B-U4a-GF

B-U4a-GF

BACKER BAR3/8" THICK

EL: 99-8T/STEEL

BACKER BAR3/8" THICK

(REF. ERECTION SHEET# E101)4

ES101SECTION VIEW

WITH FRAMESHOP ATTACHEDHSS4x4x1/4 STUB



STEEL FRAME

SEE PLANFOR PIECEMARK3/8" THICK PLATE

(REF. ERECTION SHEET# E101)DETAIL VIEW-1

4

BOLTS AT TOP OF TUBE(2) 3/4"Ø A325N

3/8" PLATE WITH

WITH FRAMESHOP ATTACHEDHSS4x4x1/4 STUB


STEEL FRAME SEE PLANFOR PIECEMARK3/8" THICK PLATE

DETAIL VIEW-2(REF. ERECTION SHEET# E101)


STEEL BEAM

DG

BOLTS AT TOP OF TUBE(2) 3/4"Ø A325N

3/8" PLATE WITH

1257M1

1389M1

2-9

3

1-6

TYP. 3/16

TYP. 3/16

3/16

TYPICAL DETAIL VIEW- 3(REF. ERECTION SHEET# E105 THRU E111)


TYP.EACH TREADL3X3X1/4 @

EACH TREADL3X3X1/4 @

BLEACHER SUPPORT FRAMEAT 4'-0" MAX. SPACING BETWEEN

L3X3X1/4 DIAGONAL ANGLE BRACE


STEEL PLATE TYP.1'-9" X 3/8" CONT.

NOT SHOWN FOR CLARITY.STEEL BEAM AND WT STUB ARENOTE:

BLEACHER SUPPORT FRAMESAT 4'-0" MAX. SPACING BETWEEN

L3X3X1/4 DIAGONAL ANGLE BRACE

ON ES101BRACE SPLICE DETAIL

REFER TYPICAL

ON ES101DETAIL VIEW-4REFER TYPICAL

3/16" SHIM PLATE

1257M1BOLT (TYP.)1/2" ø A307

FRAMEW12x53

EACH TREADL3X3X1/4 @

(TYP.)WT5x6

BLEACHER SUPPORT FRAMESAT 4'-0" MAX. SPACING BETWEEN L3X3X1/4 DIAGONAL ANGLE BRACE

TYPICAL DETAIL VIEW- 4(REF. ERECTION SHEET# ES101)


STEEL PLATE TYP.1'-9" X 3/8" CONT.

1390M13/16

LONG CENTERED ON SPLICEBENT PLATE 1/4"X2"X8"

FOR PIECEMARK SEE PLANANGLE BRACEL3X3X1/4 DIAGONAL

FOR PIECEMARK SEE PLANANGLE BRACE

L3X3X1/4 DIAGONAL

TYPICAL DIAGONAL BRACE SPLICE DETAIL

SAMPLE DRAWING: SECTION & DETAIL VIEWS

RECEIVED APPROVAL

X

X

X

ERECTOR

FIELD

REVISIONS

ARCHITECT

CONTRACTOR

SENT APPROVAL

SHOP NOTES:

SHOP PAINTCH. BY:

DATE

JOB NO.: SHT. NO.:

DR. BY:

UNLESS NOTED

ARCH./ENGINEER

HOLESBOLTS

JOB NAME:

LOCATION:

SURFACE PREP.

UNLESS NOTED

CUSTOMER:

ES2000------

TC 3/4" DIA A325N 13/16"DIA

---

1. ALL W-SHAPES & WT SHAPES SHALL CONFORM TO ASTM A992 GR50 UNLESS NOTED OTHERWISE.2. ALL CHANNELS, S-SHAPES, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36.3. ALL ROUND HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=42ksi).4. ALL RECTANGULAR HOLLOW STRUCTURAL SECTIONS SHALL CONFORM TO ASTM A500 GRADE B (Fy=46ksi).5. ALL WELDING TO BE DONE IN ACCORDANCE WITH ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL, OF LATEST ISSUE, UNLESS NOTED OTHERWISE.

1

242M10

3 /4

CLR3/16

TACK WELD

L5x5x5/16 CONT w/11/16"x3"VERT SLOTTED HOLES 2'-0" OC

ES2000 (REF. ERECTION SHEET# E2001)

T/STEELEL: 94-4

5/8"ø x 24"DEFORMED BAR

ANCHORS @ 24" OC

C3x4.1 (3" LG) w/ 20 GA PLATE TOP AND BOT AT EA BOLT-PLACE TOES TOWARD L5x5 AND TACK WELD TO L5x5 AFTER BOLT IS INSTALLED


FOR PIECEMARK SEE PLAN5" THICK

CONCRETE SLAB

5/8"ø HILTI HAS-E ROD ANCHORS @ 2'-0" OC w/ HILTI HIT HY70 ADHESIVE, EMBED 61/4". INSTALL AT MIDHEIGHT OF SLOTTED HOLE. GREASE END OF ROD IN SLAB AND DO NOT INSTALL NUT

3

STEEL BEAM SEE PLAN

SECTION VIEW

L5x5x5/16

R

9

215/16

3/16

FOR PIECEMARKSEE PLAN

5" THICKCONCRETE SLAB1/4" THICK

BENT PLATE

HANGER SEE PLAN

STEEL BEAM SEE PLAN

STEEL BEAM SEE PLAN

3/8" THICK STIFFENER PLATE

METAL STUD

T/STEELEL:SEE PLAN

T/STEELEL:SEE PLAN

(REF. DESIGN DWG. NO.2/S303)(REF. ERECTION SHEET# E2001)ES2000

SECTION VIEW1

5" THICKCONCRETE SLAB

U71/2 111/2

3/16 2-63/16 2-6

3/4x6x12EMBED PLATESEE EMBED PLAN

STEEL BEAMSEE PLAN

CONCRETE PIER

STEEL BEAMSEE PLAN

FOR PIECEMARK SEE PLAN

3/8" THICK PLATE CONT.

T/STEELEL: 99-7

(REF. DESIGN DWG. NO.15/S302)ES2000 (REF. ERECTION SHEET# E2001)

4 SECTION VIEW

L5x5x5/16

3/16

3/16

2

R

FOR PIECEMARKSEE PLAN COLUMN

SEE PLAN

STEEL BEAM SEE PLAN

SECTION VIEW

EL:SEE PLANT/STEEL


METAL STUD


L5x5x5/16


244M10L5x5x5/16

4EOS

1/4 2-121/4 2-12

C

STEEL BEAMSEE PLAN

L

(REF. ERECTION SHEET# E2001)ES2000SECTION VIEW6


(ERECT POUR STOP ON CENTER OF CURTAIN WALL OPENING)

C11

EOS

STEEL BEAMSEE PLAN

1/4" THICK BENT PLATE



L 5" THICK CONCRETE SLABWITH METAL DECK

FOR DECK DIRECTION CO-ORDINATE WITH DECK DRAWING

EOSSEE PLAN

LC

16GA THICKPOUR STOP

STEEL BEAMSEE PLAN


5" THICK CONCRETE SLABWITH METAL DECK

FOR DECK DIRECTION CO-ORDINATE WITH

DECK DRAWING

244M5

1-9

N.T.S

.1-

9N.

T.S.

TYP. 3/16

3/16

TYPICAL SECTION FOR OSHA SAFETY CABLE PLATES FIELD WELDS TO THE COLUMN

STEEL BEAMSEE PLAN

CL

1/4" PLATETYP.

HSS COLUMNSEE PLAN

T/STEELEL:SEE PLAN

T/SLAB

5" THICK CONCRETE SLABWITH METAL DECK

244M7

G.5103/4EOD

3/16 3-123/16 3-12

3/8" THICK BENT PLATE 11/2" ROOF DECK

STEEL BEAMSEE PLAN

SECTION VIEWES2000 (REF. ERECTION SHEET# E2000)

8(REF. DESIGN DWG. NO.28/S304)

5/8"ø HILTI HAS-E ROD WITH HILTI HY70 ADHESIVE

EMBEDMENT 61/4"

TYP. EACHANGLE 1"

RETURNTOP & BOTT.

1/4

STEEL BEAMSEE PLAN

ES2000 (REF. ERECTION SHEET# E2001)SECTION VIEW9

L5x3x5/16

3/4 DIA A325N BOLTS

T/STEELSEE PLAN

3/4" THICKEMBED PLATEFOR PIECEMARKSEE EMBED PLAN

CAST IN PLACEWALL

ERECTOR NOTE:CONNECTION NEED TO BE FULLY TENSIONED AFTER WELDING THE CONNECTION ANGLES TO THE EMBED PLATE.

TYP. EACHANGLE 1"RETURNTOP & BOTT.

1/4

3/4" THICKEMBED PLATE

FOR PIECEMARKSEE EMBED PLAN

SEE PLANT/STEEL

STEEL BEAMSEE PLAN

3/8" THICK BENT PLATE(NS/FS)

3/4 DIA A325N BOLTS

ES2000 (REF. ERECTION SHEET# E2001)10 SECTION VIEW

ERECTOR NOTE:CONNECTION NEED TO BE FULLY TENSIONED AFTER WELDING THE CONNECTION ANGLES TO THE EMBED PLATE.

CAST IN PLACEWALL

SAMPLE DRAWING: SECTION VIEWS

J

KEY PLAN

E C

D

G

F

H

B

A

302M3(EL: 120-81/16)

W24x68

302M3(EL: 120-81/16)

W24x68302M3

(EL: 120-81/16)W24x68

302M2(EL: 106-01/16)W16x26

300EM2

(EL: 118-83/8)

300EM2

(EL: 118-83/8)

300EM2

(EL: 118-83/8)

300EM2(EL: 118-83/8)

300EM2

(EL: 118-83/8)

300EM2(EL: 118-83/8)

300EM2

(EL: 118-83/8)

300EM2

(EL: 118-83/8)

300EM1(EL: 104-83/8)

302M3(EL: 120-81/16)

W24x68

302M2(EL: 106-01/16)W16x26

300EM1(EL: 104-83/8)

300EM1(EL: 104-83/8)

300EM1(EL: 104-83/8)

302M1(EL: 110-01/4)

W16x36

301M2(EL: 119-09/16)W16x26300EM1(EL: 117-87/8)

301M1(EL: 110-81/16)W16x26

300EM1(EL: 109-43/8)

300EM1

(EL: 122-57/8)

301M3(EL: 123-99/16)W16x26

301M1(EL: 110-81/16)W16x26

300EM1

(EL: 109-43/8)

300EM3

(EL: 108-83/8)

300EM2(EL: 108-83/8)

300EM1

(EL: 122-57/8)

301M4(EL: 123-99/16)W16x26

146-4

5-4

146-4

5-4

63-6

14-4

10-0

12-2

63-6

14-4

10-0

12-2

GC

GA

GA

GA.5

GA.5

HE

HE

H1

H1

J4

J4

J3

J3

J2

J2

J1

J1

6-4OPNG.

16-0OPNG.

16-0OPNG.

16-0OPNG.

16-0OPNG.

6-4OPNG.

7-83/8OPNG.

4-4OPNG.

7-83/8OPNG.

19-8OPNG.

22-0

3-7OPNG.

3-7OPNG.

PLAN NORTH TRUE NORTH

TOP OF EMBED ELEVATION= VARIES(REFER DESIGN DWG. NO. S1.19)

3) TOP OF EMBED PLATE ELEVATION REFER PLAN.2) OPNG. INDICATES CLEAR OPENING.1) ALL EMBEDS ARE LOCATED AT CENTER OF BEAM LINTEL.PLAN NOTES:

LINTEL AND LINTEL EMBED PLAN AREA-J

XX4) INDICATES DOOR / WINDOW NUMBER.

MATCH LINE

SHEET-E10REFER

MATCH LINE

SHEET-E12REFER

J105C

SF73

SF73

SF73

SF73

J105D

MECH

SF59

5) INDICATES MECHANICAL LINTEL.MECH

MECH

MECH

SAMPLE DRAWING: LINTEL & EMBED PLAN


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE A101b,A101c,A101d & S406

13/16" DIA.

50M

150

M1

50M

150

M1

50M

150

M1

50M

150

M1

26 2818-101/2

24-8

1 /2

18-1

127

-827

-51 /

2

3-4

OPNG

3-4

OPNG

3-4

OPNG

3-4

OPNG

3-4

OPNG

3-4

OPNG

3-4

OPNG

3-4

OPNG

G

D

E

H

F

1) OPNG. INDICATES CLEAR OPENING.PLAN NOTES:

(REF. DWG. A101b)LINTEL PLAN AREA-B

51M

1

50M

1

4-0

3-4

Z

Y.7

Y.4

Y.2

21 23

4-31

/ 2

19-11/2 14-01/26-81/2

3-4

OPNG

2-0

OPNG

2420.7


(REF. DWG. A101c & A102c)LINTEL PLAN AREA-C

53M

1

54M1 56M1 55M1

50M

1

52M1

19-0

20-2

46-6 84-6

20-2

12-8

5-4OPNG

6-4

OPNG

8-0OPNG

6-0OPNG

6-0OPNG

3-4

OPNG

19-0

51-4

NTS

27-0

Q

R

V.2

W

X

V.2

W

AREA

-AM

ATCH

LIN

EAR

EA-D

10.152.3

X

1

LINTEL PLAN AREA-D(REF. DWG. A101d)


CLEAR OPENINGSEE PLAN

12"BEARING

12"BEARING

(PCMK SEE PLAN)ANGLE LINTEL

TYPICAL ANGLE LINTEL DETAIL

(PCMK SEE PLAN)ANGLE LINTELVENEER

MASONRY

ANGLE TO BEAR ON MASONRY VENEER 12” EACH SIDE. TYP. U.N.O.NOTE:

47B1 W16x4024EP1

(EL: 113-93/8)24EP1(EL: 113-93/8)

49M1

9-8 6-0 6-4

7-81

/ 2

12 13 13.5 14

B

A.6 43/ 1

6

613 /

16

4-0 6-0

21-0OPNG

LINTEL PLAN AREA-B


(REF. DWG. A101b)CLEAR OPENING

SEE PLAN12"

BEARING12"

BEARING

3/88

613/16 43/16

TYP 1/4 91/4 9

REFER DWG. 14/S406

(PCMK SEE PLAN)BEAM LINTEL

TYPICAL BEAM LINTEL DETAIL

EL: 113-93/8T/EMBED

AT 32” O.C.1/2” DIA.x0’-5” H.S.A.

C

LINTEL

BRICK VENEER

FACE SHELLS

L C

A.6

L

EL: 113-93/8

BEAR ON BRICKEA. END OF TUBE AND EXTEND 1'-0" BEYOND L5x3x3/8xCONT. (LLV)

BRICK OPENINGHSS10x2x1/4 (LFH)xLENGTH OF

B/STEEL

REFER DWG. 13/S406SECTION VIEW

EL: 113-93/8B/STEEL

SAMPLE DRAWING: LINTEL PLAN & DETAIL VIEWS


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR


REV DATE DESCRIPTIONREFERENCE A410,A411 & A420

----------

J.1J.1J

LENGTHLINTEL TOTAL

4'-0"4'-0"6'-0"6'-0"6'-0"6'-0"

2269M12335M12335M12335M12335M1

(REF. DESIGN DWG. NO. A410,A411 & A420 )

ONE2269M1ONE

QUANTITYSR. NO. DOOR NO.

4"

PIECEMARK

LINTEL SCHEDULE

211

OPENING

211.124"1

BEARING

3'-0"x7'-0"3'-0"x7'-0"

FRAME TYPE

6" ONE2283

A

6" ONE228.146" ONE228.256" ONE228.36

A

J

LENGTHLINTEL TOTALQUANTITYSR.

NO. WINDOW TAG PIECEMARKOPENING

1

BEARING

6'-4" 2336M15'-0"x9'-0" 6" ONE03

(REF. DESIGN DWG. NO. 6/A411)LINTEL SCHEDULE

3'-0"x7'-0"3'-0"x7'-0"3'-0"x7'-0"3'-0"x7'-0"

BEARINGSEE SCHEDULE

OPENINGSEE TABLE

BEARINGSEE SCHEDULE

2FRAME THICKNESS

2FRAME THICKNESS

HEAD

A

A

MASONRY4"x4"

MASONRY4"x4"

TYPICAL LINTEL SECTION VIEW

SEE LINTEL SCHEDULEFOR LINTEL PIECEMARK

ENTIRE PERIMETER OF FRAMESEALANT - BOTH SIDES TYPICAL FRAME

HOLLOW METAL

MASONRY4"x4"x4"

HEAD

SEE LINTEL SCHEDULEFOR LINTEL PIECEMARK

WT4 STEEL LINTEL TYPICALCORNER BEAD

@ 12" O.C.12" METAL STUDS5/8" GYP. BD. ON

DRAINER TYP.MORTAR NET

Section A-A

SAMPLE DRAWING: LINTEL VIEW & SCHEDULE

Jan 2

1 202

003

:34:31

PM

1036S11035S1

1051

HR1

1052HR11051HR2 1052HR2

1050HR21049HR1

1048HR1

1048

HR2

1061GR1 1060GR2 1060GR11060GR31060GR4 1059GR2 1059GR1

1049

HR2

1050

HR1

1061GR3

1062GR1

1061GR2 1060GR5

1060GR6

1037SR1

1063GR2 1063GR1

1038SR1

1038SR2

1038SR3

1037SR2 1039SR1

1070M5

1070M5

1062GR3 1062GR21061GR6

1061GR5

1061GR4

1062GR5

1062GR6 1062GR4

8-0

19-2

9-0

17-10

19-2 17-10

9-0

8-0

16-0

14-27/16 4-119/16

13/ 16

2-1013

/ 1613

-03 / 8

7-01/2 3-9 6-1111/16 13/16113/16

5-61/8

1-103/43/16

1-611/16 2-27/8 2-1113/16 2-91/4 29/163/16 3/16 3/16 3/16

2-05/16 111/2

11 / 42-1

17 / 8

7-117 / 8

4-1113

/ 163 / 1

61 / 1

61 / 1

61 / 8

14-111/16 2-1113/16

3/16

2-1113/16

3/16

2-27/8

3/16

2-1113/16

3/16

2-1113/16

3/16

2-83/16

3/162-1113/16

3/162-1113/16

3/162-1113/16

3/162-1113/16

3/162-1013/16 1/16

1 / 16

3-05 / 1

63-1

15 / 89-0

2-111 / 1

63 / 16

4-013

/ 16

3 / 16

5-113 / 8

11 / 4

3 / 16

3 / 16

3/16

3-0 3-0 3-0

11-101/215 TREADS @ 91/2=11-101/2

61/8

3-0 11-101/215 TREADS @ 91/2=11-101/2

91/2

5-01 / 2

2-111 / 2

1 / 2

3-0CL

EAR W

IDTH

4

1 / 42-1

11 / 21 / 4

2-31/2

3/161-83/8

2-01/8 1-1115/16

11-1 2-21/2 1-5 111/2 11-111/21-3 10

1-61-6

3 1

14-25/8

15-43 /

4N.

T.S.

5-91/8

1-61 / 8

1-61 / 4

1-117 / 8

113 / 4

119/16 4-0

5-31 / 2

5-41 / 4

5-31/2 1-101/4

D

C

C

A B

B

D

1

3

4

STAIR

(H-R)

(H-R)

(H-R)

(H-R) (H-R)

(H-R)

BRIDGE LANDING PLATFORM PLAN(REF. DWG.1/S-502)

(H-R)

(H-R)

(H-R)

(H-R)

2. (H-R) INDICATE HANDRAILS.1. FOR FRAMING PLAN REFER E101

PLAN NOTES:

4

1

A

7ES100ES100

8

ES1004

STAIR

(H-R)

(H-R)(H-R)

(H-R)(H-R)

(H-R)

CLSTAIR

13ES100

6ES101

WORK FLOATBACK FACE OF

TYP.CLSPLICE

OF CLSPLICE

OF

13ES100

TYP.

4E105

1E105

TYP.

CLOF SPLICE

C OF S

PLICE

L

C OF S

PLICE

L

SPAN

SPAN

ES1009

TYP.

8ES101

TYP.

TYP.

9ES101

TYP.

2ES100TYP.

4. INDICATE GRATING SPAN.3. INDICATE GRATING.

ES1017

TYP.

1

ISO VIEWHOLES PAINT DRAWN CHECKED SHEET # JOB #

UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR



E107

A2.4

SAMPLE DRAWING: STAIR & GRATING PLATFORM

1/8

1/4

51/2

NOSING

2 11TYP

TYP

TYP

B-U4a-GF

G

1/8 11/2

1/8 3/4- 11/2

RECEIVED APPROVAL

2

X

X

ERECTOR

REVISIONS

ARCHITECT

CONTRACTOR

SENT APPROVAL

SHOP NOTES:

SHOP PAINTCH. BY:

DATE

JOB NO.: SHT. NO.:

DR. BY:

UNLESS NOTED

ARCH./ENGINEER

HOLESBOLTS

JOB NAME:

LOCATION:

SURFACE PREP.

UNLESS NOTED

CUSTOMER:


STAIR-C

A325N-TC 13/16"

TYP. STAIR SPLICE DETAIL

TYP. HANDRAIL SPLICE DETAIL

ERECTION BOLT

ERECTION NOTE:REMOVE PLATES AFTERFINAL WELDING IS DONE.

TYP STAIR TREAD DETAIL

1/8" PANS

FIELD

1

501S1HSS16x4x 1/2

503S1HSS16x4x 1/2

513M7

515M3

508HR1

505HR1

506HR1

509HR1

512B1 HSS6x6x3/16

502S

1HS

S16x4

x1 / 2

515M2515M1

514M8

514M7514M6514M5

514M4

514M3514M2514M1513M9

513M8

500S

1HS

S16x4

x1 / 2513M6513M5

513M4513M3513M2

513M1512M8512M7512M6

512M5

512M4

504H

R150

7HR1

510HR1

511HR1

512M3

28-010W1

15-6

12-0

4-68-6

12-81 / 2

12 TR

EADS

@ 11

=11-0

4-0LA

NDIN

G11

TREA

DS @

11=1

0-1

9-47/8STAIR WIDTH @ LEVEL-2

11-73/4STAIR WIDTH @ LEVEL-1

8

4

4

4-87/16 4-87/16

2-311

2-211

1-3

101/2 41/16

4

11 /2

51-97 / 1

6

WB

C

WC

C.5

D

CL OF HANDRAIL

LEVEL-1EL:100-0

EL:114-0LEVEL-2

EL:107-0LANDING

DOWN

DOWN

REF.DWG. BP4-S2.8

STAIR-C PLAN@ 114-0(EL:114-0)

3 E5002 E50

0

1 E500

95.093°

EDGE OF SLAB

EDGE OF SLAB

4 x 2-11 (515M4).6C 22GA G-60 DECK

501S1

HSS16x4x 1/2

503S1

HSS16x4x 1/2513M7515M3

508HR1

505HR1

512B2HSS6x6x3/16512B1

HSS6x6x3/16

515M2

515M1514M8

514M7514M6

514M5514M4

514M3514M2

514M1513M9

513M8

513M6513M5

513M4513M3

513M2513M1

512M8512M7

512M6512M5

512M4

510HR1 511HR1

512M3

8

61 / 4

12 RI

SERS @

7=7-0

12 RI

SERS @

7=7-0

51-99/1628-25/8 23-615/16

3-06

3-6

41 / 2

24-103/8

4

2 NOSING

2 NOSING

13-51/4 11-51/8

41 / 2 TYP

3/16

3 SIDES 1/4

TYP @ BOTH ENDS 1/4

12

75/832.35

12

75/832.35

TOP OF FOOTING

1" GROUT AND 3/4" BASE PLATEBY OTHERS

EMBED PLATEBY OTHERS

EL-114-0

EL-107-0

HANDRAIL SPLICE

1 STAIR-C SECTIONE500 (REF.ERECTION SHEET # E500)

HANDRAIL SPLICE

STAIR SPLICE

REFER TYP.STAIRSPLICE DETAIL

EL-100-0

CL

LC

LC

ERECTION NOTE:REMOVE SEAT ANGLEAFTER WELDING.

506HR1

509HR1

12 RI

SERS @

7=7-0

12 RI

SERS @

7=7-0

2 EMBED

MENT

INFLO

OR SL

AB

11

1111

11

3-0 (TYP)

3-0 (TYP)

21 / 2LAN

DING S

LAB

25 / 8

2 (TY

P)EM

BEDM

ENT

EMBE

DMEN

T23 / 8

(TYP

)

TYP 3/16

STAIR-C SECTION

EL-107-0

2E500 (REF.ERECTION SHEET # E500)

EL-114-0

EL-100-0

EL-106-91/2TOP OF HSS BEAMS

513M7515M3512B2512B1

502S1

HSS16x4x 1/2515M2

515M1514M8

514M7514M6

514M5514M4

514M3514M2

514M1513M9513M8

500S1

HSS16x4x 1/2

513M6513M5

513M4513M3

513M2513M1

512M8512M7

512M6512M5512M4

504HR1

507HR1

512M3

12-0D C.5

12 RI

SERS @

7=7-0

61 / 4

8

12 RI

SERS @

7=7-0

24-91/16

2 NOSING

2 NOSING

13-47/16 11-45/8

63-6 3-0

12 TREADS @ 11 = 11-0

84-0LANDING

11 TREADS @ 11 = 10-1

83/16

3 SIDES 1/4

12

75/832.47

12

75/832.47

STAIR-C SECTION

EL-107-0

3E500 (REF.ERECTION SHEET # E500)

1" GROUT AND 3/4" BASE PLATEBY OTHERS

TOP OF FOOTING

REFER TYP.STAIRSPLICE DETAIL

EMBED PLATEBY OTHERS

EL-114-0

STAIR SPLICE

HANDRAIL SPLICE

EL-100-0

CL

CL

SAMPLE DRAWING: STAIR PLAN & ELEV. VIEW

001-

H2M

C12x

10.6

001-

H1C7

x9.8

2 3

F

1-1

8-4

CLEA

R W

ALL

1-1

7-2 12 TREADS AT 11 = 11-0 4-9

1-0

3 4-4 24

TYP.

3 4-4 2

4-9

23-

81/ 2

CLEA

R W

IDTH

73-

81/ 2

CLEA

R W

IDTH

2

22-11CLEAR WALL

43-

91/ 2

2-3 3-0

1-0

11

12 TREADS AT 11 = 11-0

PLAN-B400 STAIR #1 LEVEL 1

1) ALL STAIR STRINGER MATERIAL: MC 12x10.6 UNO.PLAN NOTE:

UP

UP

O.H.

1

2

6

5

4

3WALLMETAL STUD

001-HR1

001-HR1

001-S2 / 001-R2

001-W2 / 001-WR2

001-S1 / 001-R1

001-W1 / 001-WR1

13

13

A

C

E

W16x31

W12

x26

W16x77

001-

H2M

C12x

10.6

001-

H1C7

x9.8

1-1

3-2

8-4

CLEA

R W

ALL

20-10CLEAR WALL

1-0

3 4-5 24-109-1 11 TREADS AT 11 = 10-1

3 4-5 24-105-1

73-

81/ 2

CLEA

R W

IDTH

22

3-81

/ 2CL

EAR

WID

TH

7-9

7

3-2 1-017-3

F

32

(EXI

STIN

G) W

21x4

4

(EXISTING)

(EXI

STIN

G) (EXI

STIN

G) W

21x5

0

(EXISTING)

UPUP

UP

O.H.



12 TREADS AT 11 = 11-0 11 TREADS AT 11 = 10-1

L EXISTING BEAM CL EXISTING BEAM C

WALLMETAL STUD

3

4

5

618

9

7

17

TOS EL: 25-33/4

L EXISTING BEAM C

001-W3 / 001-WR3

001-S3 / 001-R3

001-S4 / 001-R4001-S2 / 001-R2

001-W4 / 001-WR4001-W2 / 001-WR213

13

A

C

E

001-HR2

001-HR2

W16x77

W16x31

W12

x26

W12

x26

001-

H2M

C12x

10.6

001-

H1C7

x9.8

8-4

CLEA

R W

ALL

11 TREADS AT 11 = 10-1

1-1

1-020-10CLEAR WALL

3 4-5 24-105-11

3-2

3-81

/ 2CL

EAR

WID

TH2

3-81

/ 2CL

EAR

WID

TH2

4-5

5-11

2

7

4-10

3

2-11 5-8 16-5

7

3-2

3-2 1-0

UP

O.H.



11 TREADS AT 11 = 10-1

F

(EXI

STIN

G)

UP

2 3

(EXISTING)

(EXISTING)

UP

11 TREADS AT 11 = 10-1

L EXISTING BEAM CL EXISTING BEAM CL EXISTING BEAM C L EXISTING BEAM C

WALLMETAL STUD

(EXI

STIN

G)

4

6

9

7

8

10

5

3TOS EL: 38-93/4

(EXI

STIN

G) W

21x4

4

(EXI

STIN

G) W

21x5

0

001-S6 / 001-R6

001-W6 / 001-WR6

001-S5 / 001-R5

001-W5 / 001-WR5

001-S4 / 001-R4

001-W4 / 001-WR413

13 C

E

A

001-HR2

001-HR2

SHT. NO.:

JOB NAME:

DR. BY:

SHOP PAINT

ARCH./ENGINEER

LOCATION:

JOB NO.:

HOLESUNLESS NOTED

DATE

UNLESS NOTEDBOLTS

CH. BY: ---

ME2

---

CUSTOMER:

SURFACE PREP.

0

SAMPLE DRAWING: STAIR PLAN

001-S4

W12x26

W12x26

W12x26

001-R3

001-R8

001-S3

001-R6

001-R4

001-R7

001-S6

001-S8

001-S5

001-S7

001-CP3001-CP4

001-CP4

001-CP4

001-CP4

001-R5

001-CP3

001-CP3

001-CP3

001-RP6

001-RP6

001-RP6

001-RP5

001-RP5

001-RP5

001-RP8

001-RP8

001-RP8

001-CP6

001-CP6

001-CP6

001-RP7

001-RP7

001-RP7

001-RP4 001-RP3

001-CP2

001-CP5

001-CP5

001-CP5

001-CP1

001-RP2

001-RP16

2 3

3-2 20-10CLEAR WALL

1-025-0

2NL

2NL

2NL2NL

2NL

2NL

11

3 4-4 2

3 4-5 24-10

4-9

3 4-54-10

3 4-54-10

5-5 65-11

5-5 65-11

5-5 65-11

7-613

R @

615/ 1

6=7-6

6-912

R @

63 /4=

6-96-9

12 R

@ 63 /

4=6-9

6-912

R @

63 /4=

6-96-9

12 R

@ 63 /

4=6-9

6-912

R @

63 /4=

6-96-9

12 R

@ 63 /

4=6-9

15-0

13-6

13-6

13-6

7-613

R @

615/ 1

6=7-6

7-2

4-7 1-4

1-1

22-11

6

2NL

2NL

20-6

(13)

(12)

(11)

(11)

(11)

(11)

(11)

(EXISTING)

(11)

(EXISTING)

(EXISTING)

LEVEL 05EL: 66-4

LEVEL 04EL: 52-10

LEVEL 03EL: 39-4

LEVEL 02EL: 25-10

A SECTION VIEW

LEVEL 01EL: 10-10

(7) 001-LP1(2) 001-LP2

(7) 001-LP3(2) 001-LP4

(7) 001-LP3(2) 001-LP4

(7) 001-LP3(2) 001-LP4

12 R

@ 63 /

4=6-9

001-S2

001-R2

001-R1

001-S1

001-RP1

001-S14

W12x26

W12x26

W16x26

W12x19

001-R10

001-R13

001-R14

001-R9

001-S10

001-S9

W12x26W12x26

001-CP4

001-CP3001-S13

001-CP4

001-CP3

001-CP3

001-RP6

001-RP8

001-CP6

001-RP7

001-S11

001-S12

001-R11

001-RP10

001-RP9

001-RP11

001-RP7

001-CP8001-RP13

001-R12

001-RP15

001-CP10

001-RP14

001-RP12001-LP7

2 3

3-2 20-10CLEAR WALL

1-025-0

14-0

11-4

11-4

13-6

7-33 /

813

R@63 /

4=7-3

3 /8

6-85 /

812

R@6

3 /4=

6-85 /

85-8

10 R@

613/ 1

6=5-8

5-810

R@613

/ 16=

5-86-9

12 R@

63 /4=

6-96-9

12 R@

63 /4=

6-9

2NL2NL

2NL

2NL

3 4-5 24-10

23 4-14-6

23 4-95/85-25/8

5-5 65-11

5-5 106-3

5-44-10 6

4-10 2-63/8

7-43/8

6-10 63/87-43/8

2-101 /

28

3-61 /

2

5-67/8

91/2

6

7-13/8 9-0 8-105/8

9

2NL

2NL

68°

SECTION VIEWB

LEVEL 05EL: 66-4

EL: 79-10LEVEL 06

EL: 93-10LEVEL 07

EL: 105-2LEVEL 7.5

EL: 116-6LEVEL 08

12 R

@ 63 /

4=6-9

(EXISTING)

(EXISTING)

(EXISTING)

(EXISTING)

(7) 001-LP8(2) 001-LP9

(11)

(11)

(11)

(12)

(9)

(9)

(2)

TREAD STEEL STAIR68°LAPEYER ALTERNATING

(BY OTHERS)ROOF HATCHBLOCKING UNDER

(BY OTHERS)ROOF HATCH

(EXISTING)(EXISTING)

EXPANSION ANCHORS (2) 1/2"øx3" EMBED KB32) ANCHOR BASE OF STAIR W/ (2) 1/2"øx3" LAG BOLTS1) ANCHOR TOP OF STAIR W/LAPEYER STAIR INSTALLATION

(7) 001-LP3(2) 001-LP4

(7) 001-LP5(2) 001-LP6

001-CP7

001-CP9

001-CP5

SHT. NO.:

JOB NAME:

DR. BY:

SHOP PAINT

ARCH./ENGINEER

LOCATION:

JOB NO.:

HOLESUNLESS NOTED

DATE

UNLESS NOTEDBOLTS

CH. BY: ---

ME2

---

CUSTOMER:

SURFACE PREP.

0SAMPLE DRAWING: STAIR ELEV. VIEW

Jan 2

3 202

012

:45:

16

SHT. NO.:

JOB NAME:

DR. BY:

SHOP PAINT

ARCH./ENGINEER

LOCATION:

JOB NO.:

ALL WELDING TO BEDONE IN ACCORDANCEWITH ANSI/AWS D1.1,STRUCTURAL WELDINGCODE - STEEL, OF LATESTISSUE, UNLESS NOTEDOTHERWISE.

MADE DATECKDREV

HOLESUNLESS NOTED

DATE

UNLESS NOTEDBOLTS

CH. BY: ---

ME2

---

CUSTOMER:

SURFACE PREP.

ADESCRIPTION

BAREA

AAREA

HAREA

GAREA

FAREA

EAREA

SEQ#34

KEY PLAN

DAREA

AREA CSTAIR#02

0

0

ST2-34101

ST2-34103

N34101

ST2-34102

R34102ST2-34104

R34101

(SEQ#34M)STAIR# 023D VIEW

C12x20.7 (STRINGER)

C12x20.7 (STRINGER)

C12x20.7 (STRINGER)

C12x20.7 (STRINGER)

TYP.W/ (2) 3/8" ø A307 BOLTS,11/4" x 3/16" (15W4)

TYP.W/ (2) 3/8" ø A307 BOLTS,

11/4" x 3/16" (15W4)

11/4" x 3/16" (15W4)

C34003HSS12x12x5/16

B34003 (EL: 17-93/4) W16x67B34012 (EL: 17-93/4) W18x106

ST2-3

4101

ST2-3

4103

B34102 (EL: 9-03/4) C12x20.7

C34101HSS3x3x1/4

C34103HSS3x3x1/4

C34102HSS3x3x1/4

B34101 C8x11.5C34102

HSS3x3x1/4

N34101

ST2-3

4102

ST2-3

4104

F34101

F34102

A.7

A.6

25.1

1-5

3-0CLEAR WIDTH

15 TR

EADS

@ 0-

11 =

13-9

3-0LA

NDIN

G LE

NGTH

1-03-0CLEAR WIDTH

1-0

11 /8

132-9

15-5

3-06

16 TR

EADS

@ 0-

11 =

14-8

1-0

8-0LANDING WIDTH

3-11/2 3-11/2

1/81/8 2-113/8315/16

1-89/16 2-117/8

69 /16

F/ FLOOR = 0-0

ME2A

T/ LANDING = 8-83/4

1

C12x

20.7(

STRIN

GER)

C12x

20.7(

STRIN

GER)

2ME2B

UP

SHEAR TAB3/8" THICK

C12x

20.7(

STRIN

GER)

C12x

20.7(

STRIN

GER)

1ME2C

UP

11/4" x 3/16" (15W4)

T/ LANDING = 18-0

ME2B1 2

ME2A

3/8" THICK PLATE

TOP OF STEEL ELEVATION = 8-71/2 (U.N.O.)

2. INDICATES GRATING. 1. INDICATES DIRECTION OF GRATING SPAN.PLAN NOTES:

(REFER DESIGN DWG. NO. 7/A234)

02 STAIR PLAN - AREA D(SEQ#34M)

SAMPLE DRAWING: STAIR PLAN


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR



E109

S1.3 A

AND REMOVE ALL BLEMISHES. PRIME AND PAINT. 2)GUARDRAILS ARE TO BE GROUND SMOOTH ALL WELD JOINTS PAINT. MOUNT 2'-10" ABOVE FINISH FLOOR AND STEPS. ALL WELD JOINTS AND REMOVE ALL BLEMISHES. REIME AND 1) HANDRAILS ARE TO BE 11/2" DIAMETER, GROUND SMOOTH GENERAL NOTE:

1075B1W14x22

W12x19

1190S1

1036B1C12x20.7

1142B1C10x15.3

1191S1

1193H1

PIPE 11/2 STD

1192H1

PIPE 1 1/2 STD

1198

C1PI

PE 3

STD

SA S522-61/2

3-6

TYP.

2-10

TYP.

11TREAD

63/ 1

6RI

SER

3NO

SING

3

2

16 TREADS @ 0-11=14-8 1-0

11/2

17 R

ISERS

@ 0-

63/ 1

6 = 8-

87/ 8

3

8-33/8

6 7-93/8LANDING

4

11TREAD

63/ 1

6RI

SER

3NOSING

3-6

TYP.

2-10

TYP.

17 TREADS @ 0-11=15-7 6

18 R

ISERS

@ 0-

63/ 1

6=9-

31/ 8

6-51/2

6 5-111/2LANDING

5-101/8

6

31-0

1-0

1-0

TYP 3/16

TYP.3/16

1263/4

29.28

1263/429.30

-RAIL

-RAIL

C12x20.7-STRINGER

W/ 5" EMBEDMENTHUS EZ SCREW ANCHOR

3/4" DIA. HILTI KWIK TYP.TO STRINGER SHOP ATTACHED 1/4" BENT PLATE F/FLOOR

EL:0-0

SEE PLANC6x8.2

EL: 8-87/8TOP/LANDING

T/STEELEL: 8-117/8

C12x20.7-STRINGER

ATTACHED TO STRINGERHSS3x3x3/8 SHOP

EL:18-0TOP/FIN. FLOOR

ELEVATION VIEWE1092


TO STRINGERSHOP ATTACHEDC6x8.2

ON SHEET 1/ES101REFER DETAIL VIEW-1

CL GRAB RAIL

CL GRAB RAIL

RAILGRAB

GRAB RAIL

1020

C1HS

S6x6

x1/ 4

HSS3

x3x1

/ 4

1075B1W14x22

W14x22

1036B1C12x20.7 1142B1

C10x15.3

1191S1

1201M1

1199M1

1195H1

PIPE 11/2 STD

SA S5

63/ 1

6RI

SER

17 TREADS @ 0-11=15-7

4

6

22-61/2

11TREAD

3NOSING

2-10

TYP.

6 5-111/2LANDING

6-51/2

18 R

ISERS

@ 0-

63/ 1

6=9-

31/ 8

1-0

5 6

4-03/4

99/16

6

1-0

4-03/4

1

9-61/2

1263/429.30

-WALL RAIL

T/STEELEL:8-117/8

C12x20.7-STRINGER

12 GA BENT PLATE

12 GA BENT PLATE


EL:18-0TOP/FIN. FLOOR

T/STEELEL:17-6

ELEVATION VIEWE1093


TYP.WAGNER#3419

ERECTOR TO LAG BOLT INTO.STUDS AT EACH WALL BRACKET LOCATION FOR THE STUD INSTALLER ADD WOOD BLOCKING BETWEEN NOTE:

1023

C1HS

S6x6

x1/ 4

1190S1

1036B1C12x20.7

1142B1C10x15.3

1194H1

PIPE 11/2 STD

1198

C1PI

PE 3

STD

M_870

SA16 TREADS @ 0-11=14-8

17 R

ISERS

@ 0-

63/ 1

6 = 8-

87/ 8

3

8-33/8

7-93/8LANDING

6

2-10

TYP.

63/ 1

6RI

SER

11TREAD

3NOSING

2

9-57

/ 83

1-0

6

2-81/2

4-0

4-0

4-0

2-81/2

515/16

1-0

5 1

TACK WELD 11

1263/429.28

F/FLOOREL:0-0 BOBP

EL: -0-6

-WALL RAIL

T/STEELEL: 8-117/8

C12x20.7-STRINGER

TYP.TO STRINGER SHOP ATTACHED 1/4" BENT PLATE

W/ 5" EMBEDMENTHUS EZ SCREW ANCHOR

3/4" DIA. HILTI KWIK


ELEVATION VIEWE1091


TYP.WAGNER#3419ERECTOR TO LAG BOLT INTO.

STUDS AT EACH WALL BRACKET LOCATION FOR THE STUD INSTALLER ADD WOOD BLOCKING BETWEEN NOTE:

SHOP ATTACHED C6x8.2

12 GA PAN

ON SHEET 1/ES101REFER DETAIL VIEW-1 (OPP.)

SAMPLE DRAWING: STAIR & HANDRAIL ELEV. VIEWS

CHECKER

JOB #

SHEET # :

DATE

DATE

ELEVATION VIEW & PLAN

E601

DESCRIPTION:

SCALE

REV

DETAILER

REVIS

ION DE

SCRIP

TION

617HR1

620HR2

615HR1 615HR3

615HR2

11 / 2

4 TREADS AT 1-0 = 4-0

4-8

11 / 2

31 / 16

4-7

1-0

1-0

86-84 TREADS AT 1-0 = 4-01-10

1-0

6-8

51/16

8-03

31/167-0

4-10

9-5

E601

E601

2

1

E601

3

DD

C

DE

L HR SPLICE

UPFINISH FLOOREL:102'-6"SLAB

EL:100'-0"

STAIR VIEW-1(REF.DWG.NO. 2/A3.11) (SEQ#6)

E1

E2

620HR2

615HR2

5 RISE

RS AT

6=2-6

6RIS

ER

1-0RUN

1-104-7 1-1 1-0 4 RUNS AT 1-0=4-0

2-103-4

2-10

2-6

6

6

2-9 1/2

2-9 1/211/2

21/2

12626.57

DDDE

T/SLAB

8" BOND BEAM

EL: 102-6

11/2"ø MTLGAURDRAIL

PRECAST CONCRETECAP.

EL: 100-0

F/FLOOR

WALL BASE

11/2"ø METAL HANDRAILS

WALL RAIL WITH SUPPORT ATEVERY 4'-0" O.C. MAX

CMU WALL BEYOND

STEP BEYOND

(REF. DESIGN DWG. NO. C/A3.11)

ELEVATION VIEWE601 (REF.ERECTION SHEET # E601)

3

WALL BRACKET WAGNER # 1765TYP.

11/2" WALL RAIL PIPE

WALL BRACKET WAGNER # 1765

TYP.615HR2

Section A-A

620HR2615HR1

615HR3DD DE

2-10

2-10

1-0 1-1

7-0 33/16

4-7

2-8

8

8

21 /2

4 RUNS AT 1-0=4-01-0

1-0RUN

6RIS

ER

6 TYP.

491/16

12626.57

WALL

11/2" ø METALGUARDRAILS

1/2" ø METALBALUSTERS

EL: 102-6

11/2" ø PIPE

T/SLAB


EL: 100-0

F/FLOOR

HR SPLICE

11/2" ø METALHANDRAIL PRECAST CONC.

CAP

E601 (REF.ERECTION SHEET # E601)1 ELEVATION VIEW

(REF. DESIGN DWG. NO. D/A3.11)

DETAIL VIEW TYP.REFER SHEET 1/ES600


624M7

624M7

617HR1620HR2

615HR3

E2E1

2-62-8

8

4-4

4-10

7-731/16

4-8

2-6

8-0

51 /2

3

2-88

21 /2

4

9-5

T/SLAB


11/2" ø PIPE

SLEEVE FOR REMOVABLE GUARDRAIL TYP.

1/2" ø METALBALUSTERS TYP.

EL: 100-0EL: 100-0

F/FLOOREL: 102-6

T/SLAB

F/FLOOREL: 102-6


2 ELEVATION VIEWE601

(REF. DESIGN DWG. NO. D/A3.11 & D/A1.3)(REF.ERECTION SHEET # E601)

T/GUARDRAILEL: 105-10



SLEEVE FOR REMOVABLE GUARDRAIL TYP.

SAMPLE DRAWING: STAIR,WALL RAIL & GUARD RAIL VIEWS


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR



E107

A2.4

KEY PLAN

SEQ#2SEQ#3

SEQ#1

AND REMOVE ALL BLEMISHES. PRIME AND PAINT. 2)GUARDRAILS ARE TO BE GROUND SMOOTH ALL WELD JOINTS PAINT. MOUNT 2'-10" ABOVE FINISH FLOOR AND STEPS. ALL WELD JOINTS AND REMOVE ALL BLEMISHES. REIME AND 1) HANDRAILS ARE TO BE 11/2" DIAMETER, GROUND SMOOTH GENERAL NOTE:

1022C1

HSS6x6x 1/4

1023C1

HSS6x6x1 / 4

1024C1

HSS3x3x 1/4

1204H1

PIPE 1 1/2 STD

1196H1PIPE 1 1/2 STD

13-03/

4

12-7

S2

S1

6-67/

8LA

NDIN

G

5 TRE

ADS @

0-11

= 4-7

6-215/16

71/8

1-71/

2

33/8

1-0

1-0

1-0

5 TRE

ADS @

0-11

= 4-7

1-071/

2

21/2

21/2

(SEQ#1)STAIR PLAN AT ELEVATION 0-0 (STAIR-B)

NORTH

(REFER DESIGN DWG. NO. 2/A2.4)

FINISH FLOOR= 0'-0"

FINISH FLOOR= -3'-4"

SA

S4

(UP)

(UP)

STAIR-B

L RAILC

L RAILC

1E107

E1072

CONCRETE STAIR

1204H1

PIPE 1 1/2 STD

S4

11TREAD

611/ 1

6RIS

ER

6 RISE

RS @

0-611

/ 16 =

3-4

11 5 TREADS @ 0-11 = 4-7

2-10

TYP.

11

1-0

1-0

2-6

2-6

11 3/46

6

81/2

5

ELEVATION VIEW E107 (REF. ERECTION SHEET# E107)1

EL:-3-4T/SLAB

EL: 0-0T/SLAB


TYP.WAGNER#3419

1196H1

PIPE 11 / 2 STD

S4

5 TREADS @ 0-11 = 4-7 11

6 RISE

RS @

0-611

/ 16 =

3-4

2-10

TYP.

11TREAD

611/ 1

6RIS

ER

11 81/2

6

2-6

2-6

113 / 4

1-0

1-0

5 6

T/SLABEL: 0-0

T/SLABEL:-3-4

ELEVATION VIEW E107 (REF. ERECTION SHEET# E107)2


TYP.WAGNER#3419

SAMPLE DRAWING: WALL RAIL ELEV. VIEWS

CHECKER

JOB #

SHEET # :

DATE

DATE

E606

DESCRIPTION:

SCALE

REV

DETAILER

REVIS

ION DE

SCRIP

TION

ELEVATION VIEW

616HR2

616HR3

DA DE4-8 3-6 41-6 7-0

6

3-4

6 14 RUNS AT 3-0=42-0 6-0

2-33/8 2-33/8

8" BOND BEAM


F/FLOOREL:102-6

11/2"ø METALGUARDRAIL

STRAIGHT SHAFT COL.

PRECAST RISER.

F/FLOOREL:118-4

PEMB RAKE BEAM

11/2"ø METALHANDRAIL TYP.

REFER SHEET 2/E606DETAIL VIEW

(REF.ERECTION SHEET # E605)(REF. DESIGN DWG. NO. 1/A3.9 & 18/S4.5)

ELEVATION VIEW1E606

616HR24

27/16

1-1111

/ 16

2-91/4

1-0

27/16

113/84

2-10

4

1-33/8


3/8" BASE PLATE W/ (2) 1/2" DIA. HILTIKWIK BOLT III WITH2" EMBEDMENT.

C L PIPE

L PIPEC11/2"ø METALPIPE

DETAIL VIEW(REF. DESIGN DWG. NO. B/A3.11)

E6062

(REF.ERECTION SHEET # E605)

2-88

21 /2

2-0 2-0CL AISLE 11/2" ø METAL GUARDRAILS

(PCMK.SEE PLAN)

1/2" ø METALBALUSTERS

PRECAST CONC.CAP

E606(REF. DESIGN DWG. NO. B/A1.3)

ELEVATION VIEW(REF.ERECTION SHEET # E605)

4



F/FLOOREL: 102-6

616HR2

616HR3

1015/16

14 RUNS AT 3-0=42-0

6

41-6

3-4

6-0

7-0 3-6

6

4-8

111/4

DM

8" BOND BEAM

PRECAST RISER

F/FLOOR

F/FLOOR

STRAIGHT SHAFT COL.


REFER SHEET 2/E606

EL:118-4

DETAIL VIEW

PEMB RAKE BEAM


EL:102-6

11/2"ø METALGUARDRAIL

DR

3 ELEVATION VIEWE606 (REF.ERECTION SHEET # E605)

(REF. DESIGN DWG. NO. 1/A3.9 & 18/S4.5)

OPP.

SAMPLE DRAWING: HANDRAIL ELEV. VIEWS

1132

G1

1142

G1

1126G1

1125G1

1124G1

1126G1

1125G1

1124G1

1126G11125G11124G1

1126G

1

1125G

1

1124G

1

1126G1

1125G1

1124G1

1126G1

1125G1

1130G1 1129G1 1128G1

1137G1

1138G1

1136G1

1139G1

1140G1

1141G1

1133

G111

33G1

1133

G1

1135

G1

1134

G1

1126G

11125G

11124G

1

1126G1

1125G1

1124G1

1126G1

1125G1

1126G1

1125G1

1124G1

1126G1

1125G1

1124G1

1126G1

1125G1

1124G1

1124G1

1124G1

1129G11128G1

11-11 14-0

25-0

17 /8ED

1 7/8ED

17 / 8ED

1 7/8ED

1 7/8ED

17/8ED

1 7/8ED

17/8ED

17 / 8ED

1 7/8ED

1 7/8ED

17/8ED

17 / 8ED

17/8ED

21 /2

ED

17 /8

ED

2-11 13/16

3/16

3/16

1-3 5/8

3/16

2-11 13/16

3/16

2-1113/16

3/161-35/8

3/16

2-1113/16

3 / 16

2-111

3 / 16

3 / 16

1-35 / 8

3 / 16 2-111

3 / 16

3 / 16

2-11 13/16

3/16 1-3 5/83/16

2-11 13/16

101 / 2

1 / 82-1

113/16

3/16

1-35/8 3/1

62-1

113/16

2-111

3 / 16 3 / 161-3

5 / 8

3 / 162-111

3 / 16

3/16

2-1113/16

3/16

2-1113/16

3/16

2-1113/16

2-31/2

3/16

101 / 2

3/16

3/16

1-35/8

3/16

2-1113

/16

1 / 8

2-111

3 / 16

3 / 161-35 / 8

3 / 16

2-111

3 / 16

2-1113/16

3 / 16

3/16

1-35/8

3/16

2-1113/163/16

2-11 13/163/16

1-3 5/8

3/16

2-11 13/16

3/16

2-11 13/163/16 1-3 5/8

3/16

2-11 13/16

3 / 16

2-111

3 / 16

3 / 16

1-35 / 8

3 / 16

2-111

3 / 16

3-10

5-51 / 2

3/162-1113/16

3/16

2-1113/16

3/16

2-1113/16

3/16

2-31/2 2-31/2

3/16

1-99/16101/4

3-53 / 1

6

3/16

3-97/8

1-103 /

4

3 / 16

2-1113

/ 161 / 2

3/16

2-11 13/16

3/16

1-7 3/16 3/4

2-11 13/16

5-51/8

2-1113/16

3/16

2-1113

/16

911/16 47/8

2-05/163/16

911/16 47/8

1-911/16

2-05/16

215/ 16

213/ 16

1-15/8

21 /2

1-103/16

105/16

3 / 16

3 / 16

39/16 61/8

3/16

3-03 / 8

93 /8

H

J

6

90°

45°

225°

315°

135°

270°

180°

315°

270°

135°

90°

180°

225°

45°

0°292.5°

247.5°

TOP OF GRATING EL: 149-91/4 (U.N.O.)GRATING PLAN

PLAN NOTES:1. FOR FRAMING PLAN REFER SHEET E100

UP


UNLESS NOTED

LOCATION

PROJECT

ARCHITECT

CONTRACTOR



E107

A2.4SAMPLE DRAWING: GRATING PLAN

174M1173M1

164M2

174M2

12-10

11/16 6-37/16 6-37/16 11/16

6-41/2 6-41/2

1GAP

1-01 /

22-

213/ 1

62-

213/ 1

62-

213/ 1

63

67-

51

8-0

1-01 /

22-

213/ 1

62-

213/ 1

62-

213/ 1

63

6-21/2 6-21/2

12-13/8

5

2

3-9

EMBE

DMEN

T

65 /8

1GAP

6-37/166-37/16 11/1611/16

12-10

65 /8

11 /16

13 /4

65 /8

11/16

11 /4

1/4

1/4

GATE PINTYP.SLEEVE IN CONC.PAVEMENT

FOR CANE BOLTS

11/2, "B" DECKINFILL; TYP PER GATESEE DETAIL SHEETSPIPE 8" STD PIPE 8" STD

DUMPSTER GATE ELEVATION VIEW

FINISH FLOOREL: 0-0

1E110E110

1OPP.

ERECTOR NOTE:- REMOVE COLLAR FROM EXISTING POST.

(EXISTING POST) (EXISTING POST)

NOTE: COLLARS ARE NOT SHOWN FOR CLARITY

1

PIPE 8" STD

(REF.ERECTION SHEET # E107)

1/2" THICK PLATE

GATE FRAME

E110ELEVATION VIEW

WELD ON BARREL HINGE (#782002)(HardwareSource.com)

4 PLACES

SHT. NO.:

JOB NAME:

DR. BY:

SHOP PAINT

ARCH./ENGINEER

LOCATION:

JOB NO.:

HOLESUNLESS NOTED

DATE

UNLESS NOTEDBOLTS

CH. BY: ---

ME2

---

CUSTOMER:

SURFACE PREP.

0

SAMPLE DRAWING: DUMPSTER GATE VIEWS

FOR FIELD USE

4019B2 W27x102

5029L1

4027HR1PIPE 11/2 STD

5022HR2

J.M

2-4

3-0

61/16

7-6

2-41

/ 42-

41/ 4

1-41

/ 22-

83

111 / 2

12 R

UNGS

@ 1-

0 = 12

-03-

61/ 2

31/2TYP.

2-813-0

3-6

515/16

571

/ 2

5

310

1 / 2

TYP.

CL RUNGS

STEEL CAGE LADDER

SIDE RAILS

T/PLATFORMEL: 721-7

A

A

EL:708-7FINISH/FLOOR

BAR 2"x1/4" INTERMEDIATE HOOP(TYP).

BAR 3"x1/4"TOP HOOP

BAR 3"x1/4"BOTTOM HOOP

1E507

LADDER ELEVATION VIEW(REF. ERECTION SHEET# E506)

3/8" THK PLATE W/(2) 5/8" DIA. A325N BOLTS

1" DIA.STEEL RUNGS

C4x5.4

11/2"x1/4" BARS

PIPE 11/2 SCH 80

FIELD NINSTALA36 CACOAT G

FIELD FIELD 11/16" DAT BOL

4019B2W27x102

5012B2W27x129

5008B2W27x129


5029L1


5022HR2

7.12-21/2

1-5 1-52-10

1-6 1-6

81/2 81/21-5

7-6

2-41

/ 42-

41/ 4

1-41

/ 22-

83

111 / 2

12 R

UNGS

@ 1-

0 = 12

-03-

61/ 2

5

3-6

13-0

571

/ 2

2-6

7-0

6

1 / 2 TYP.

2-71/2

TYP.

1" DIA.STEEL RUNGS

STEEL CAGE LADDER

CLADDER L

EL:708-7FINISH/FLOOR

EL: 721-7T/PLATFORM

Section A-A

1-L5x3x3/8x21/2 LONGW/(1)- 1/2" DIA. ANCHOR ROD WITH HILTI HY200 ADHESIVE(31/2" EMBED IN CONCRETE)

PIPE 11/2 STD

11/2"x1/4" BARS, TYP.

1/2" DIA. A307 BOLTS IN 9/16"x 11/4" LONGSLOT HOLES IN ANGLE WITH5/16" THK PLATE WASHER

C4x5.4SIDE RAILS

3/8" THK PLATE

SAMPLE DRAWING: CAGED LADDER VIEWS

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