dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action...

145
Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected – see remarks, E: Not reviewed, IO: Information Only Sacramento Regional County Sanitation District 8521 Laguna Station Road Elk Grove, California 95758 Project Heavy Equipment Maintenance Building - Contract 4343 Date September 12, 2017 Reviewer Carollo Engineers, Inc. — AECOM — David Hollinger Sub No. 05 10 00 - 01 Resubmittal #: 1 Subject Structural Metal Framing, Anchor Bolts, Shop Welding Procedures and Welder Qualifications Spec 05 10 00 REVIEWER COMMENTS Item No. Comment # Section/Sample Reviewer’s Comments SUB Action Code Only Contractor’s Comments 1 1.01.C.1.b No exception taken to Deviation #1. Follow all requirements for fabrication and inspection in accordance with AISC shop certification. IO 2 1.03.A.3 No exception taken to Deviation #2. AISC certification is acknowledged. Provide inspections as indicated in the project documents and in accordance with AISC shop certification requirements. IO 3 1.03.A.6 No exception taken to Deviation #3. Submit certified mill test reports under separate cover. IO 4 Sheet No. 46A, 53A and 58A All CJP welds to be demand critical welds in accordance with AISC 341-10, per Sheet 97S-506, Sheet Note 2. B 5 Refer to additional comments made directly on shop drawings. B

Transcript of dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action...

Page 1: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected – see remarks, E: Not reviewed, IO: Information Only

Sacramento Regional County Sanitation District 8521 Laguna Station Road

Elk Grove, California 95758

Project Heavy Equipment Maintenance Building - Contract 4343

Date September 12, 2017

Reviewer Carollo Engineers, Inc. —

AECOM — David Hollinger

Sub No. 05 10 00 - 01 Resubmittal #: 1

Subject Structural Metal Framing, Anchor Bolts, Shop Welding Procedures and Welder Qualifications

Spec 05 10 00

REVIEWER COMMENTS

Item

No.

Comment

#

Section/Sample Reviewer’s Comments SUB Action

Code Only

Contractor’s Comments

1 1.01.C.1.b No exception taken to Deviation #1. Follow all requirements for fabrication and inspection in accordance with AISC shop certification.

IO

2 1.03.A.3 No exception taken to Deviation #2. AISC certification is acknowledged. Provide inspections as indicated in the project documents and in accordance with AISC shop certification requirements.

IO

3 1.03.A.6 No exception taken to Deviation #3. Submit certified mill test reports under separate cover.

IO

4 Sheet No. 46A,

53A and 58A

All CJP welds to be demand critical welds in accordance with AISC 341-10, per Sheet 97S-506, Sheet Note 2.

B

5 Refer to additional comments made directly on shop drawings.

B

Page 2: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected – see remarks, E: Not reviewed, IO: Information Only

Sacramento Regional County Sanitation District 8521 Laguna Station Road

Elk Grove, California 95758

Review is for general compliance with contract documents. No responsibility is assumed by Carollo for correctness of quantities, dimensions, and details. No deviation or variation is accepted unless specifically addressed in these review comments. Refer to Section 01 33 00 for additional requirements. The Contractor shall assume full responsibility for coordination with all other trades and deviations from contract requirements.

Page 3: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

COLUMN ANCHOR BOLT SETTING PLAN

A.2

3

A

B.5

1

C

A.6

1.2 2 4 4.8

5

B.8

B

A.5

A.3

Tekla

Str

uctu

res

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E1a

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S-102 JGM

CDC

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1 For Field Use 08/23/2017

1 For Field Use 08/02/2017

A For Approval 06/01/2017

REV DESCRIPTION DATE

2'-1

70

'-8

46AHSS6X6X58/

90'-0

10

'-10

DET 2

E1b

14'-94

'-9

DET 2

E1b

SEE E1b FOR DETAILS #1 THRU #6

DET 2

E1b

DET 2

E1b

DET 2

E1b

DET 6

E1b

1'-1122'-827'-821'-11'-111

'-9

10

'-1

10

'-7

15

'-5

15

'-2

80AW14X132

DET 1

E1b

58AHSS6X6X58/

DET. 4

E1b

68AW14X132

DET 1

E1b

69AW14X132

DET 1

E1b

69AW14X132

DET 1

E1b

DET 1

E1b

48AW14X132

DET. 3

E1b53AHSS6X6X58/

10AHSS6X6X38/

DET 1

E1b60AW14X132

DET 1

E1b

12AW14X132

78AW14X132

DET 1

E1b

7AHSS6X6X38/

50AHSS6X6X38/

1AHSS6X6X38/

3AHSS6X6X38/

DET. 5

E1b

41AHSS6X6X58/

DET 1

E1b

68AW14X132

DET 1

E1b

5AW14X132

Page 4: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

DETAIL 1

E1a

PL1 12/ "X16 x 1'-4

A A

4

W14X132

BASE PLATE SIZEAPPROVER VERIFY

ok per approval66

4

1'-234/

1'-2

58/

DETAIL 2E1a

B B

PL1 12/ "X14 X 1'-2

5

HSS6X6X38/

5

55

A - A

WALL

-1'-1012/

ELEV +/- 0'-0FIN FLOOR LINE

2'-0

1'-0

AB-1ASTM F1554 GR 554-1"ALL THREAD RODx1'-7 12/

PLATE WASH 14/ x3x0'-3

WALLAS OCCURS

ASTM F436STD CUT WASHER

11

2/G

RO

UT

5P

RO

JE

CT

DETAIL 5E1a

10

AND BOLTSC/L OF COLUMN

PL1 12/ "X18 X 3'-0

3

ORIENTATIONSEE PLAN FORVIEW IS ROTATED

HSS6X6X58/

6

E E

6

31010

1'-8

DETAIL 3E1a

10

PL1 12/ "X18 X 3'-0

4

6

1

10

53AHSS6X6X58/

C C

ORIENTATIONSEE PLAN FORVIEW IS ROTATED

REF: C1/S-504 & C1/S-506

6

1'-4

3103

6

B - B

11

2/G

RO

UT

PLATE WASH 14/ x3x0'-3

AB-1ASTM F1554 GR 554-1"ALL THREAD RODx1'-7 12/

REF:B3/S508

ELEV +/- 0'-0FIN FLOOR LINE

-1'-1012/

5P

RO

JE

CT

2'-0

ASTM F436STD CUT WASHER

1'-0

DETAIL 4E1a

6

PL1 12/ "X18 X 3'-0

58AHSS6X6X58/

D D

ORIENTATIONSEE PLAN FORVIEW IS ROTATED

66

1

1'-4

3 3101010

4

C - C

ELEV +/- 0'-0FIN FLOOR LINE

-1'-1012/

AB-2 (GALVANIZED)ASTM F1554 GR 1058~1-14/ "ALL THREAD RODx2'-3 12/

H666X6 SHEAR KEYAS REQUIRED FOR THEPROVIDE A BLOCK OUT

HSS6X6X58/

PLATE WASH 34/ x3x0'-3

5

PLATE WASH 12/ x3x0'-3

55AHSS4X4X38/

2'-0

11

2/G

RO

UT

1'-6

11

55 5

6P

RO

JE

CT

119

DETAIL 6E1a

F F

ORIENTATIONSEE PLAN FORVIEW IS ROTATED

66

31010103

1'-8

D - D

2'-0

ELEV +/- 0'-0FIN FLOOR LINE

PLATE WASH 12/ x3x0'-3

11

AB-2 (GALVANIZED)ASTM F1554 GR 1058~1-14/ "ALL THREAD RODx2'-3 12/

H666X6 SHEAR KEYAS REQUIRED FOR THEPROVIDE A BLOCK OUT

PLATE WASH 34/ x3x0'-355

57AHSS4X4X38/

58AHSS6X6X58/

p37

p73

11

2/G

RO

UT

1'-6

11

6P

RO

JE

CT

5510

9

E - E

H666X6 SHEAR KEYAS REQUIRED FOR THEPROVIDE A BLOCK OUT

11

41AHSS6X6X58/

ELEV +/- 0'-0FIN FLOOR LINE

-1'-1012/

AB-2 (GALVANIZED)ASTM F1554 GR 1058~1-14/ "ALL THREAD RODx2'-3 12/

PLATE WASH 34/ x3x0'-3

PLATE WASH 12/ x3x0'-3

43AHSS4X4X38/

1'-6

11

2/G

RO

UT

2'-0

55

6P

RO

JE

CT

1055

1'-35

F - F

ELEV +/- 0'-0FIN FLOOR LINE

11

-1'-1012/

AB-2 (GALVANIZED)ASTM F1554 GR 1058~1-14/ "ALL THREAD RODx2'-3 12/

H666X6 SHEAR KEYAS REQUIRED FOR THEPROVIDE A BLOCK OUT

PLATE WASH 34/ x3x0'-3

PLATE WASH 12/ x3x0'-3

p44

p18

46AHSS6X6X58/45A

HSS4X4X38/

55 55

2'-0

11

2/G

RO

UT

1'-6

14/

6P

RO

JE

CT

51'-3

REF:A1/S-504 & C2/S-506

Tekla

Str

uctu

res

North

REF:B1/S508

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E1b

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S-102 JIM

CDC

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

North

REF: C1/S-504 & C1/S-506

REF:A1/S-504 & C2/S-506

1 For Field Use 08/23/2017

1 For Field Use 08/02/2017

A For Approval 06/01/2017

REV DESCRIPTION DATE

Page 5: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1.2

MEZZANINE FLOOR FRAMING PLAN

B.8

A.6

42 4.8

B.5

C

A.3

B

3

1 5

A.5

A.2

A

A - A

E - E

B - B

C - C

D - D

Tekla

Str

uctu

res

56A

W18X

119

47A

W18X

119

40MPL38/ "X15

WALL PLATESSEE E7 FOR

1'-2

58/

98MFL12/ "X10

15A

W12X

35

1'-9

18A

W10X

33

15A

W12X

35

27A W18X119

53AHSS6X6X58/

80AW14X132

16A

W12X

35

21A

W1

0X

33

15

'-5

16A

W12X

35

33A

W12X

35

WALL PLATESSEE E8 FOR

15A

W12X

35

4'-3

97MPL12/ "X9 18/

59A

W18X

119

15A

W12X

35

58AHSS6X6X58/

60AW14X132

12" CMU WALL

13A

W12X

35

41AHSS6X6X58/

14A

W12X

35

26A W18X1191

8A

W10X

33

7AHSS6X6X38/

25A W18X119

93MPL12/ "X9 18/

16A

W12X

35

78AW14X132

1'-7

916

/

51A

W18X

119

FOR WALL PLATESSEE E7,E8 AND E9

53

8/

68AW14X132

12" CMU WALL

32A W18X119

68MPL12/ "X5 716/

68AW14X132

3'-2

40M PL38/ "X15

4'-2

14/

40MPL38/ "X15

70

'-8

A A

35A W12X35

4'-258/

21'-1

49A

W18X

119

44A

W18X

119

4'-0

916

/

40MPL38/ "X15

5AW14X132

69AW14X132

TOP OF STEEL =+11'-534/

WALL PLATESSEE E9 FOR

4AC12X30

8'-0

9MPL12/ "X9 18/

21A

W1

0X

33

30MFL12/ "X11

95MPL12/ "X9 18/

38A W12X58

4'-9

20A

W12X

35

20A

W12X

35

35A W12X35

20A

W12X

35

48AW14X132

34A W12X35

34A W12X35

16A

W12X

35

12" CMU WALL

18A

W10X

33

19A W12X35

33A

W12X

35

29A W18X119

21A

W1

0X

33

50AHSS6X6X38/

46AHSS6X6X58/

1AHSS6X6X38/

3AHSS6X6X38/

12AW14X132

69AW14X132

Nort

h

A A

6AC12X30

17AW12X35

22'-8

2AC12X30

8AC12X30

31MFL12/ "X11

34MFL12/ "X11

99MFL12/ "X10

3'-2

96MPL12/ "X9 18/

94MPL12/ "X9 18/

109MFL12/ "X11

11AW16X67

24AW16X67

40MPL38/ "X15

40MPL38/ "X15

40MPL38/ "X15

B

B

C

C

4'-0

10

'-1

D D

E E

94MPL12/ "X9 18/

30AW16X67

62AW12X58

61AW12X58

38A W12X58

40M PL38/ "X15

4'-4

18/

2'-1

3'-10

58/

4'-212/

4

4'-0

34/

8'-0

10

'-10

20A

W12X

35

90'-0

4'-834/

10

'-7

15

'-2

1'-1114'-927'-81'-11

4'-258/4'-258/4'-258/

53

8/7

'-8

58/

4'-1

3'-2

12/

1'-4

78/

1'-0

14/

4'-2

14/

4'-2

14/

4'-2

14/

4'-2

1'-2

34/

PL

AT

ES

FO

R

HA

ND

RA

IL

14/45°

CJP TYPT&B FLANGE 14/

45°

CJP TYPT&B FLANGE

61A W12X58

98MFL12/ "X10

W16X67

WALL PLATESSEE E9 FOR

1138/1158/

1'-11

34/

1'-4

14/

WALL PLATESSEE E9 FOR

W16X67

109MFL12/ "X11

1'-11

34/

1'-138/1158/

1'-4

14/

31MFL12/ "X11

W16X67

1'-4

14/

WALL PLATESSEE E7 FOR

21A

1158/

p80

1'-138/

1'-11

34/

1'-0

14/

1'-9716/

C12X30

WALL PLATESSEE E8 FOR

93MPL12/ "X9 18/

93M

91316/1158/

1'-0

34/

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E2

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S102

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 6: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

STEEL PLACEMENT PLAN AT +17'-4

B.8

A.6

3

4.8

A.3

B.5

1

1.2

2 4 5

C

B

A.5

A.2

A

A - A

Tekla

Str

uctu

res

1'-8

16M L4X4X38/ (B)

15M L4X4X38/ (A)

16M L4X4X38/ (B)

12

" C

MU

66A W18X50

15M L4X4X38/ (B)

34/ x 0'-2 14/A325N_TC

27'-8

21'-1

15

'-2

21'-1

72A W18X50

1'-8

5AW14X132

15M L4X4X38/ (A)

16M L4X4X38/ (B)

16M L4X4X38/ (A)

23A W18X50

15M L4X4X38/ (B)

69AW14X132

15M L4X4X38/ (B)

12AW14X132

16M L4X4X38/ (A)

77A W18X50

60AW14X132

69AW14X132

15M L4X4X38/ (B)

16M L4X4X38/ (A)

10

'-10

16M L4X4X38/ (B)

15M L4X4X38/ (A)

WALL

22A W18X50

12

" C

MU

89A W18X50

15M L4X4X38/ (B)

16M L4X4X38/ (A)

16M L4X4X38/ (A)

15M L4X4X38/ (B)

32

'-11

71A W18X50

15M L4X4X38/ (A)

76A W18X50

16M L4X4X38/ (B)16M L4X4X38/ (A)

80AW14X132

14'-9

48AW14X132

68AW14X132 68A

W14X132

78AW14X132

34/ x 0'-2 12/A325N_TC

22'-8

Nort

h

A

A

WALL

16M L4X4X38/ (A)

1'-11

16M L4X4X38/ (B)

32

'-11

15M L4X4X38/ (A)

15M L4X4X38/ (A)

16M L4X4X38/ (B)

15M L4X4X38/ (A)

15M L4X4X38/ (B) 16M L4X4X38/ (B)

15M L4X4X38/ (A) 15M L4X4X38/

1'-1114'-922'-827'-81'-11

1'-9

4'-9

10

'-1

10

'-7

15

'-5

2'-1

90'-0

70

'-8

1'-11

1'-8

1'-8

W18X50

+17'-4

1 x 0'-3A490SC_TC

C12X20.7

W14X132

p86

16M

p86

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E3

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S104

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 7: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

STEEL PLACEMENT AT +23'-0

21

A.5

C

1.23 4 4.8

5

A.3

B.8

B.5

B

A.6

A.2

A

A - A

B - B

Tekla

Str

uctu

res

5AW14X132

9AW12X53

3'-812/

A A

2'-1

15

'-5

12

"CM

U

90'-0

69AW14X132

3'-1114/3'-5 3'-1114/

4'-9

3'-1114/

104MPL12/ "X15T & B FLANGE

WALL

4'-0

12

"CM

U

12AW14X132

3'-1114/

60AW14X132

69AW14X132

73AW12X53

80AW14X132

B

B

78AW14X132

68AW14X13268A

W14X132

48AW14X132

31AW12X53 67A

W12X5375AW12X53

9AW12X53

AA

4'-0

78/ 4'-0 3'-9 3'-7

27'-8

4'-03'-418/

4'-0

10

'-7

3'-53'-5

2'-1

12/

14'-9

1'-11

22'-8

22'-8

10

'-10

105MPL12/ "X13T & B FLG

104MPL12/ "X15T & B FLG

14'-921'-11'-11

1'-9

10

'-1

15

'-2

70

'-8

1'-1127'-821'-11'-11

2'-1

12/

4'-0

4'-0

4'-0

4'-0

4'-0

2'-1

12/

2'-1

12/

10

12/

11

8/

66

2'-03'-73'-74'-03'-93'-93'-812/3'-1134/3'-1114/3'-52'-0

12"CMU

516/3-SIDES

6

ANC BOLT

78/ "x10

1'-11

+23'-0

104MPL12/ "X15

104MPL12/ "X15

8

516/3-SIDES

1138/1158/

358/638/

31

2/

138/

ANC BOLT

78/ "x10

105MPL12/ "X13

516/3-SIDES

ANC BOLT

78/ "x10

24LH10

12"CMU

+23'-0

6

8

31

2/

105MPL12/ "X13

516/3-SIDES

6

1158/938/

1p

31

2/

1'-9

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E4

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S104

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 8: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

B.5

ROOF FRAMING PLAN

3

A.3

A.2

B.8

5

A.6

1 1.2 2 4 4.8

C

B

A.5

A

A - A

F - F

D - D

B - B

E - E

Tekla

Str

uctu

res

51ML6X4X58/

47ML6X4X58/

25MFL78/ "X4TYPICAL

54ML6X4X58/

DOWN

51ML6X4X58/

12

" C

MU

24

LH

10

24

LH

10

24

LH

10

62ML6X4X58/

80AW14X132

41ML6X4X58/

54ML6X4X58/

24

LH

10

62ML6X4X58/

24

LH

10

B

B

28ML6X4X58/

27'-8

24

LH

10

17ML4X4X38/

58ML6X4X58/

48AW14X132

12AW14X132

17ML4X4X38/

24

LH

10

41ML6X4X58/

60AW14X132

68AW14X132

34/ x 0'-2 14/A325N_TCTYPICAL

51ML6X4X58/

24

LH

10

24

LH

10

69AW14X132

4'-758/

62ML6X4X58/

53ML6X4X58/

24

LH

10

24

LH

10

26ML6X4X58/

21ML6X4X58/

62ML6X4X58/

Nort

h

24

LH

10

1pFL12/ "X8

58ML6X4X58/

2'-3

126ML6X4X58/

47ML6X4X58/

24

LH

10

32ML6X4X58/

2ML6X4X58/

2'-3

19ML6X4X58/

17ML4X4X38/

24

LH

10

24

LH

10

36ML4X4X38/

121ML6X4X58/

24

LH

10

20ML6X4X58/

25MFL78/ "X4TYPICAL

4'-612/

37ML6X4X58/

4'-612/

24

LH

10

67ML6X4X58/

12" CMU

52ML6X4X58/

24

LH

10

20ML6X4X58/

35ML6X4X58/

14'-9

35ML6X4X58/

85AW18X86

24

LH

10

2'-3

28ML6X4X58/

24

LH

10

66ML6X4X58/

12" CMU

21ML6X4X58/

24

LH

10

24

LH

10

24

LH

10

24

LH

10

24

LH

10

24

LH

10

24

LH

10

24

LH

10

24

LH

10

24

LH

10

24

LH

1024

LH

10

24

LH

10

24

LH

1024

LH

10

24

LH

10

24

LH

10

24

LH

10

69AW14X132

85AW18X86

85AW18X86

28AW18X86

64AW18X86 70A

W18X8668AW14X132

78AW14X132

5AW14X132

78ML6X4X58/

1ML6X4X58/

18ML6X4X58/

32ML6X4X58/

32ML6X4X58/

32ML6X4X58/

37ML6X4X58/

48ML6X4X58/

37ML6X4X58/

37ML6X4X58/

49ML6X4X58/

41ML6X4X58/

126ML6X4X58/

126ML6X4X58/

126ML6X4X58/

41ML6X4X58/

41ML6X4X58/

18ML6X4X58/

64ML6X4X58/

26ML6X4X58/

26ML6X4X58/

26ML6X4X58/

46ML6X4X58/

36ML4X4X38/

47ML6X4X58/

47ML6X4X58/

35ML6X4X58/

36ML4X4X38/

46ML6X4X58/

51ML6X4X58/

36ML4X4X38/

46ML6X4X58/

52ML6X4X58/

57ML6X4X58/

67ML6X4X58/

65ML6X4X58/

1pFL12/ "X8

TYPICALJOIST SEAT

TYPICALJOIST SEAT

DOWN

ATYP

ATYP

B

B

516/516/

TYP ANGLE TOCOL CAP

D

D

74AW18X86

2'-3

21ML6X4X58/

5'-5

25MFL78/ "X4TYPICAL

78ML6X4X58/

54ML6X4X58/

62ML6X4X58/

53ML6X4X58/

53ML6X4X58/

58ML6X4X58/

3ML6X4X58/

90'-0

21ML6X4X58/

13ML4X4X38/

21ML6X4X58/

21ML6X4X58/

21ML6X4X58/

20ML6X4X58/

20ML6X4X58/

20ML6X4X58/

20ML6X4X58/

78ML6X4X58/

78ML6X4X58/

78ML6X4X58/

22'-8

78ML6X4X58/

28ML6X4X58/

28ML6X4X58/

28ML6X4X58/

28ML6X4X58/

28ML6X4X58/

54ML6X4X58/

54ML6X4X58/

54ML6X4X58/

54ML6X4X58/

53ML6X4X58/

53ML6X4X58/

53ML6X4X58/

58ML6X4X58/

58ML6X4X58/

58ML6X4X58/

8ML4X4X38/

7ML4X4X38/

62ML6X4X58/

62ML6X4X58/

62ML6X4X58/

25MFL78/ "X4TYPICAL

10ML4X4X38/

1'-1121'-11'-11

70

'-8

4'-64'-62'-34'-612/4'-612/4'-7916/4'-758/4'-758/4'-7916/2'-33'-103'-103'-103'-105'-5

25MFL78/ "X4 x 0'-6

24LH10

34/ X 0'-2 34/A325SC

34/ x10" ANCHOR BOLT

24LH10

L6X4X58/

F

F

PLATE TO JOIST 25MFL78/ "X4

34/ X 0'-2 14/A325SC

34/ X 0'-2 34/A325SC

25MFL78/ "X4 x 0'-6

24LH10

25MTOP OF PLATE

PLATE TO JOIST

31

6/

E

E

+25'-024LH10

25MFL12/ "X8 x 1'-8

12/ " MAX

6

8

6

+25'-0

W12X53

L6X4X58/

8

+23'-0

34/ "x10" ANCHOR BOLT

2'-0

1pFL12/ "X8 x 1'-8

24LH101010

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E5

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S104

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

david.hollinger
Rectangle
christian.castro
Callout
DETAIL SHEET NOT PROVIDED
Page 9: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

ELEVATION ON GRID A.2

+23'-0

4

+0'-0

31.2

+26'-6"1/2

1

+25'-0

24.8

5

+11'-5"3/4

+17'-4

A - A

B - B

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

Str

uctu

res

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E7

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S102

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

612/

77AW18X50

26ML6X4X58/

10

11

2'-0

52ML6X4X58/

2'-3

47ML6X4X58/

2'-03'-1114/

11

2'-3

2'-0

10

3'-9

35ML6X4X58/

52ML6X4X58/

912/

3'-10 4'-7916/

2'-1158/

3'-5

51ML6X4X58/

1'-4

14/

2'-1158/2'-1158/

35ML6X4X58/

A

A

10

25

'-0

11

1'-8

3'-4

3'-62'-3

27'-8

10

4'-612/

10

2'-0

105MPL12/ "X13

11

'-5

34/

10 2'-1012/

47ML6X4X58/

30AW16X67

10

51ML6X4X58/

102MPL58/ "X40

31MFL12/ "X11

103MPL58/ "X40

34MFL12/ "X11

17ML4X4X38/

19ML6X4X58/ 26M

L6X4X58/

17ML4X4X38/

26ML6X4X58/

26ML6X4X58/

36ML4X4X38/

17ML4X4X38/

46ML6X4X58/

47ML6X4X58/

49ML6X4X58/

47ML6X4X58/

35ML6X4X58/

46ML6X4X58/

36ML4X4X38/

17ML4X4X38/

51ML6X4X58/

36ML4X4X38/

46ML6X4X58/

57ML6X4X58/

36ML4X4X38/

10

BB

1'-8

73AW12X53

3'-6

8

21'-1

3'-7 3'-7

23AW18X50

3'-10

14'-9

105MPL12/ "X13

3'-9

8

2'-3

2'-0

10 1'-412/

2'-0

2'-1012/

31AW12X53

2'-1158/

4'-612/

112'-2 912/

912/

1'-71516/

612/612/

5'-10

14/

1010 1'-8

3'-1134/

912/

2'-3

612/

3'-1114/

67AW12X53

105MPL12/ "X13

82'-1158/912/

4'-612/

66AW18X50

112/

72AW18X50

75AW12X53

2'-0

5'-8

4'-64'-612/2'-34'-7916/

3'-7

9'-314/

1'-1012/

2'-10102'-1010

612/

912/2'-1012/1'-82'-1012/101191516/10

10

1110102'-2102'-22'-210

4'-63'-10 4'-758/3'-10

2'-03'-812/

22'-8

3'-93'-812/3'-1114/3'-1114/3'-1114/2'-03'-53'-53'-53'-5

1'-11

34/

1'-111'-11

2'-0

516/

14/

1158/

516/516/

516/

8

78/ "x10" ANCHOR BOLT

PL58/ "X40

FL12/ "X11

1'-4

14/

51

4/

1'-11

34/

1'-0

34/

3'-4

1'-138/

2

34/ x 0'-2 14/A325N_TC

516/516/

TYP

24

LH

10

24

LH

10

17ML4X4X38/

36ML4X4X38/

Page 10: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

ELEVATION ON GRID 1.2

+11'-5"3/4

+26'-6"1/2

A.2B.5 A.5

+0'-0

C

B.8 B A.6 A.3

A

+17'-4

+23'-0

+25'-0

A - A

B - B

C - C

D - D

Tekla

Str

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res

4'-6

4'-0

5'-8

11'-8716/

99MFL12/ "X4 34/

98MFL12/ "X4 34/

6MPL58/ "X25

4'-6

4'-0

2AC12X30

12MPL58/ "X40

5'-10

14/

1'-11

34/

2'-0

11MPL58/ "X40

4'-04'-0

95MPL12/ "X8 18/

96MPL12/ "X8 18/

4'-6

17'-014/

A

A

8AC12X30

3ML6X4X58/ 121M

L6X4X58/

25

'-0

6MPL58/ "X25 6M

PL58/ "X25

6MPL58/ "X25 6M

PL58/ "X25

4MPL58/ "X25

93MPL12/ "X8 18/

94MPL12/ "X8 18/ 97M

PL12/ "X8 18/B

B

C

C

D

D

4'-4

+25'-0

+25'-0

1ML6X4X58/

2ML6X4X58/

AT STRUT

34/ "x10-12/ " ANCHOR BOLT

AT ANGLE ONLY

34/ "x10" ANCHOR BOLT

4'-0

20'-038/

4'-6

2'-112/

4'-6

10'-0

104MPL12/ "X15

4'-6

6AC12X30

4'-0

4'-6

9AW12X53

4'-64'-6

104MPL12/ "X15

4AC12X30

11AW16X67

11

'-5

34/

31'-81316/

1'-6

12/

37'-034/

20'-012/

6'-312/10'-02'-378/10'-010'-010'-010'-012/

1'-6

12/

4'-04'-02'-112/

4'-44'-64'-6

5'-834/4'-1078/

3'-4

1'-4

14/

PL58/ "X40

FL12/ "X10

1058/

3'-4

516/

14/45°

CJP

516/

516/516/

1'-11

34/

78/ "x10" ANCHOR BOLT

1158/

53

4/

14/

1'-4

14/

W16X67

1138/

34/

2

1'-0

14/

14/45°

CJP

78/ "x10" ANCHOR BOLT

516/516/

C12X30

10

14/

10

34/

1158/91316/

2'-1

14/

1'-0

14/

1'-0

34/

20M

AT STRUT

34/ "x10-12/ " ANCHOR BOLT

212/PROJ

33

4/

34/ "x10" ANCHOR BOLT

2PROJ

33

4/

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E8

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S102

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

david.hollinger
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david.hollinger
Arrow
david.hollinger
Rectangle
david.hollinger
Rectangle
david.hollinger
Arrow
Page 11: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

ELEVATION ON GRID B.8

+17'-4

+11'-5"3/4

5

34.8

1

21.24

+0'-0

+23'-0

+25'-0

+26'-6"1/2

A - A

Tekla

Str

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res

10

1158/

412/

4'-538/

2'-1158/

37ML6X4X58/

10412/ 10

126ML6X4X58/

30MFL12/ "X6 12/

37ML6X4X58/

32ML6X4X58/

1'-21516/

2'-10

41ML6X4X58/

110MPL58/ "X40

110MPL58/ "X40

2'-10

9'-1

10

126ML6X4X58/

32ML6X4X58/

2'-1158/

4'-612/

41ML6X4X58/

126ML6X4X58/

1158/

18ML6X4X58/

32ML6X4X58/

32ML6X4X58/

2'-1158/

41ML6X4X58/

37ML6X4X58/

37ML6X4X58/

48ML6X4X58/

41ML6X4X58/

126ML6X4X58/

41ML6X4X58/

18ML6X4X58/

109MFL12/ "X6 12/

A

A

10

10'-0

11

'-5

34/

10 10

4'-538/

102'-1158/

5'-10

14/

2'-1012/

2'-0

1091516/

10

4

10 2'-1010

5'-8

10

10'-0

10

5716/

2'-2 2'-1012/2'-2 10102'-2

4'-7916/

1'-0

34/

25

'-0

10

24AW16X67

3@4'-64'-612/4'-613'-1078/4'-7916/4'-64@3'-10

3'-278/10102'-10102'-1010101'-82'-1012/102'-1012/91516/1010102'-1158/1010101010102'-210103'-278/

1'-0

14/

2'-1

516/

516/

516/

14/45°

CJP

2

1'-138/

78/ "x10" ANCHOR BOLT

W16X67

1158/

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E9

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S102

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

david.hollinger
Arrow
david.hollinger
Rectangle
Page 12: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

ELEVATION ON GRID 4.8

+0'-0

+17'-4

A.2

A

A.3

+11'-5"3/4

B

C

B.8 B.5A.6 A.5

+23'-0

+25'-0

+26'-6"1/2

B - B

Tekla

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res

65ML6X4X58/

78AW14X132

5'-834/

37'-034/

A

A

B

B

4'-6

11'-8716/

11

'-5

34/

17'-014/

4'-6

AT STRUT

34/ "x1012/ " ANCHOR BOLT

66ML6X4X58/

1'-4

104MPL12/ "X15

1'-42'-8

104MPL12/ "X15

64ML6X4X58/

80AW14X132

AT ANGLE ONLY

34/ "x10" ANCHOR BOLT

4'-6

9AW12X53

4'-1078/

4'-4

4'-6

4'-45

'-8

2'-81'-4

67ML6X4X58/

2'-0

5'-10

14/

25

'-0

31'-81316/

20'-038/ 20'-012/

1'-512/

4'-6

2'-81'-42'-81'-41'-42'-82'-82'-81'-41'-42'-81'-41'-512/

4'-64'-64'-64'-6 4'-6

4'-6

A - A

212/ PROJ

24LH10

24LH10

33

4/

AT STRUT

34/ "x10" ANCHOR BOLTL6X4X58/

TOP OF 25ML6X4X58/

25MFL78/ "X4PLATE TO JOIST

25M

PLATE TO JOIST

34/ 0'-2 12/A325SC X

C

C

34/ 0'-2 34/A325SC X

316

/

L6X4X58/

34/ "x10" ANCHOR BOLT

33

4/

2PROJ

34/ X 0'-2 14/A325SC

25MTOP OF PLATE

PLATE TO JOIST

316

/

C - C

25MFL78/ "X4 X 0'-6

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 E10

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

DESIGN DWG REF:

CHECK DATE:

DRAWN:

CHECKED:

S102

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1 For Field Use 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 13: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected
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SHOLLENBARGER - BORELLO, INC. (dba)
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GOLDEN STATE STEEL
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2250 S. GOLDEN STATE BLVD.
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FOWLER, CA. 93625 PH (559)834-6209
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HEAVY EQUIPMENT MAINTENANCE BBUILDING
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SACRAMENTO,CALIFORNIA
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JIM
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7-2017
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MEZZANINE GUARDRAIL PLACEMANT PLAN
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17-411
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1
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9
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1
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M
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F
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C
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U
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R
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N
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S
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70'-8
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2'-1
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15'-2
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15'-5
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10'-7
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10'-1
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10'-10
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4'-9
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1'-9
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C
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B.8
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B.5
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B
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A.6
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A.5
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A.3
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A.2
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A
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1'-2`W
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4'-2
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4'-2`4
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4'-2`4
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4'-2`4
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4'-2`4
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1'-0`4
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3'-2
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11`W
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1'-7`W
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1'-7`8
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1'-7
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1'-4`W
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2'-9`8
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4'-1
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4'-0`W
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4'-0`9
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5`6
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7'-8`0
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5`6
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3'-10`0
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4'-0
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4'-4`2
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1'-7`9
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8'-0
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RAIL 120A
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RAIL 120B
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RAIL 121A
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RAIL 121B
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REMOVABLE RAIL
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RAIL122A
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FACE OF CONNECTING PLATE TYPICAL
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2
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COORDINATE ENDS
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OF RAILS WITH STAIR
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RAILS
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4'-9`4
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3'-2`4
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1'-7
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1'-3`8
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3'-5`W
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4
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7`5%%P
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4'-9`4
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3'-2`4
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1'-7
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1'-3`8
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3'-5`W
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4
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7`5%%P
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1'-3`4
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`4
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9
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6`4
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`P`4x4 KICKBOARD
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2`8"`OSTD PIPE SLEVE
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REMOVABLE RAIL
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`8" STIFFNER PLATE
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W18x119
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W18x119
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3'-6
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3'-6
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MEZZANINE GUARDRAIL PLACEMENT PLAN
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A
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B
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B
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A
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A
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SECT.
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A-A
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SECT.
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B-B
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1
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APPROVED
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CDC
Page 14: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected
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JOB NUMBER
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DRAWN BY:
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DATE:
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DRAWING NUMBER
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DATE:
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CHECKED BY:
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SHOLLENBARGER - BORELLO, INC. (dba)
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GOLDEN STATE STEEL
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2250 S. GOLDEN STATE BLVD.
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FOWLER, CA. 93625 PH (559)834-6209
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HEAVY EQUIPMENT MAINTENANCE BBUILDING
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SACRAMENTO,CALIFORNIA
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JIM
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7-2017
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MEZZANINE GUARDRAIL PLACEMANT PLAN
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17-411
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E16
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1
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REVISION
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A
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FOR APPROVAL
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7-2017
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BY
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CDC
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D
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F
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N
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U
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D
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1
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2
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9
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1
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N
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A
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A
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I
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E
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M
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I
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R
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C
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S
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O
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N
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T
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E
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T
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T
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U
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T
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I
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S
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O
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F
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E
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L
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C
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E
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O
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N
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I
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T
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C
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U
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R
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T
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N
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S
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22'-0
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10'-10
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11'-2
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11'-2
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9'-8
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1'-6
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1'-6
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9'-8
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4'-10
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4'-10
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4'-10
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4'-10
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3'-0
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1'-6
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1'-6
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A
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A
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A
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A
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COORDINATE WITH ROOF LADDER
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`C OF LADDER
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A
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5
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6
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3'-0
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1'-0
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1'-0
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1'-0
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9
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1`8
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6
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1`8
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9
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1`8
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6
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1`8
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3
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3
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4`7
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1`8`OSTD PIPE
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6`W
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TOP OF ROOFING
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4-`W`Ox9"ALL THREAD SET IN EPOXY
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GUARDRAIL PLACEMENT PLAN AT PARAPET LADDER
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CAGED LADDER BY OTHERS
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SECT.
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A-A
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MINIMUM
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SLOPING ELEV VARIES
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RAIL 123A
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RAIL123A
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1
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APPROVED
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CDC
Page 15: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1014/THRU SLOT

HSS6X6X38/ x 13'-214/

-1

'-10

12/

212/3

12

'-11

34/

A

A

112/

PL58/ "X6 1316/ x 0'-9p170

12'-534/

12

'-5

34/

RD

B

B FL12/ "X6 12/ x 0'-6 12/p56

North

5

61

2/34/

2

12/

13'-414/

EL11'-534/

1'-1012/NO PAINT

3

12

'-8

34/

12'-534/

12

'-5

34/

RD

61

2/

FL58/ "X8 12/ x 0'-9 12/p5

31

4/

1316/Ø

3

12

'-11

34/

C

C

31

4/

212/

34/

1014/ SLOT @ NS

43

4/

34/

3

12

'-8

34/

5

A - A

516/

PL1 12/ "X14 x 1'-2BP4

1 316/Ø

5

55

516/516/

1916/

B - B

516/516/

516/516/

38/38/

PL58/ "X6 1316/ x 0'-9p170

FL58/ "X8 12/ x 0'-9 12/p5

516

/

55

16

/

434/312/

31

4/

C - C

14/

FL12/ "X6 12/ x 0'-6 12/p56

31

4/

61

2/

612/

314/314/

Tekla

Str

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res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

1A 1 HSS6X6X3/8 13'-2 1/4"340 A500-GR.B- SQ-2

p5 FL5/8"X8 1/2"1 0'-9 1/2"14 A36

p56 FL1/2"X6 1/2"1 0'-6 1/2"6 A36

p170 PL5/8"X6 13/16"1 0'-9"11 A36

BP4 PL1 1/2"X14"1 1'-2"83 A572-50

TOTAL WEIGHT THIS DRAWING 455

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 1A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:06/20/20

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 16: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2

1014/

A

A

34/

HSS6X6X38/ x 13'-214/

31

4/

1012/

41

2/3

4/3

4/

A - A

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MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

1A1

Qty. In Assembly

HSS6X6X3/8 A500-GR.B-46 1 13'-2 1/4" 3608 340

Page 17: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

33

4/

TOP SURFACENO PAINT

L6X4X58/ x 19'-1178/

17

'-5

14/

15

'-5

516

/

19

'-5

14/

19

'-1

17

8/

13

'-1

15

16

/

12

'-5

516

/

10

'-1

15

16

/

9'-5

516

/

7'-1

15

16

/

6'-5

516

/

4'-1

15

16

/

3'-5

516

/

1'-1

15

16

/

55

16

/

0

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ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 1M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

1M 1 L6X4X5/8 19'-11 7/8"399 A36 SQ-2

m13 ROD3/4"13 0'-10"1 A307

3/4_HEAVY_HEX_NUT26 0

TOTAL WEIGHT THIS DRAWING 400

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 18: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

4

(3) 1 X 1'-6 STUD

FL12/ X8 x 1'-8

282 8

A - A

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NO PAINT

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

1 1p

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

1p 38 FL1/2"X8" 1'-8"862 A36 SQ-2

114 STUD 1" DIA 1'-6"171

TOTAL WEIGHT THIS DRAWING 1033

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 19: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

C12X30 x 14'-7A

A

3

1316/Ø 1316/

Ø

14'-512/112/

RD

33

3

33

112/

A - A

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BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

2A 1 C12X30 14'-7"437 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site6

TOTAL WEIGHT THIS DRAWING 437

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 2A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 20: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

33

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TOP SURFACENO PAINT

1'-6 8'-5

11

16

/

1'-01116/1'-5516/ 2'-5

11

16

/

L6X4X58/ x 11'-0716/

21

2/

1'-6 9'-1

111

16

/

1'-6 6'-1

111

16

/

3316/

33

16

/

RD

1'-6 5'-5

11

16

/

1'-6 3'-1

111

16

/

9316/

1'-0

38/

3

FL58/ "X4 x 0'-6p2

516/

5316/

1-SIDE ONLYSHOP NOTE

1'-034/

7

30.31°

123

916

/

12/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 2M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

2M 1 L6X4X5/8 11'-0 7/16"220 A36 SQ-2

p2 FL5/8"X4"1 0'-6"4 A36

m13 ROD3/4"8 0'-10"1 A307

3/4_HEAVY_HEX_NUT16 0

TOTAL WEIGHT THIS DRAWING 226

Page 21: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

13'-414/

A

AFL12/ "X6 12/ x 0'-6 12/p56

EL11'-534/

North

212/

B

B

-1

'-10

12/

FL58/ "X9 x 1'-1p194

55

112/

12/HSS6X6X38/ x 13'-214/112/

1'-1012/ NO PAINT

12'-534/ 3

12'-534/

12

'-5

34/

RD 212/

1'-434/ THRU SLOT

3

3

12

'-8

34/

3

12

'-11

34/

5

C

C

1316/Ø

11'-1114/

11

'-11

14/

RD

34/

34/

10916/ SLOT

3

12

'-2

14/

3

12

'-5

14/

3

12

'-8

14/

3

12

'-11

14/

3

B - B

5

38/38/

12/12/

PL58/ "X7 1316/ x 1'-2 12/p127

34/

FL58/ "X9 x 1'-1p194

12/12/

17

8/

38/38/

55

716

/

412/34/

33

8/

34/

1916/A - A

5

PL1 12/ "X14 x 1'-2BP4

5

1 316/Ø

5

5

C - C

FL12/ "X6 12/ x 0'-6 12/p56

31

4/

14/

31

4/

61

2/

314/314/

612/

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

3A 1 HSS6X6X3/8 13'-2 1/4"340 A500-GR.B- SQ-2

p56 FL1/2"X6 1/2"1 0'-6 1/2"6 A36

p127 PL5/8"X7 13/16"1 1'-2 1/2"20 A36

p194 FL5/8"X9"1 1'-1"21 A36

BP4 PL1 1/2"X14"1 1'-2"83 A572-50

TOTAL WEIGHT THIS DRAWING 470

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 3A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 22: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

34/

1'-434/SLOT AT FS

A

A

HSS6X6X38/ x 13'-214/

33

8/1

78/

10916/

41

2/3

4/3

4/

10916/

34/

34/

41

2/

A - A

Tekla

Str

uctu

res

MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

3A1

Qty. In Assembly

HSS6X6X3/8 A500-GR.B-46 1 13'-2 1/4" 3608 340

Page 23: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-6

7'-0

58/

FL58/ "X4 x 0'-6p2

21

2/

X

X

33

4/

6

318/

L6X4X58/ x 16'-414/

9

16

'-1

18/

1'-1034/

15

'-4

18/

1'-1034/

13

'-5

38/

1'-6

11

'-6

58/

1'-6

10

'-0

58/

1'-6

8'-6

58/

1'-6

5'-6

58/

1'-6

4'-0

58/

2'-02

'-6

58/

658/

65

8/

RD

516/

3

1'-614/

12/

31

2/

730.25°

12

1'-1116/5316/

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

3M 1 L6X4X5/8 16'-4 1/4"326 A36 SQ-2

p2 FL5/8"X4"1 0'-6"4 A36

m13 ROD3/4"9 0'-10"1 A307

3/4_HEAVY_HEX_NUT18 0

TOTAL WEIGHT THIS DRAWING 332

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 3M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 24: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

C12X30 x 14'-5916/

14'-4116/

3

112/

RD

1316/Ø

A

A

3

1316/Ø

3 3

3

3

112/

A - A

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 4A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

4A 1 C12X30 14'-5 9/16"434 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site6

TOTAL WEIGHT THIS DRAWING 434

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 25: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2

PL58/ X25 x 2'-378/

1'-9

410 978/

2'-1

2

4

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

4M 1 PL5/8"X25" 2'-3 7/8"124 A36 SQ-2

m17 ROD7/8"6 0'-10"2 A307

7/8_HEAVY_HEX_NUT12 0

TOTAL WEIGHT THIS DRAWING 125

ALL HOLES ARE 1516/ UON

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 4M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 26: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

FL58/ "X3 12/ x 0'-9p77

F

F

+2

6'-6

12/

3

12

'-8

34/

FL58/ "X3 12/ x 0'-9p77

+2

3'-0

B

B

71116/

18

'-2

38/

1

A

A

38/38/

12/

FL58/ "X3 12/ x 0'-9p77

38/38/

2

North

3

C

C

E

E

B

B

G

G

D

DW18X86 x 1'-9 12/w71

-1

'-10

12/

14/45°

CJPTYP

14/45°

CJPTYP

14/45°

CJPTYP

38/38/

TYP

38/38/

3'-878/

28

'-2

78/

H

H

+1

1'-5

34/

1316/ "Ø

1316/ "Ø

1316/ "Ø

BSIM

B

12'-534/ 12

'-5

34/

RD

12/

22

1'-9

12/

11'-438/

3'-878/

3

12/1'-6

34/ 34/ 58/

1'-1012/

NO PAINT

3

916/

2.8

12

12/

2.3

12

58/

8'-034/

26

'-3

18/

W14X132 x 28'-278/112/

1'-638/

17

'-6

11

16

/

2'-9916/

16

'-0

516

/

1'-7

13

'-2

34/

11'-734/

11

'-7

34/0

11'-014/

24

'-0

12'-534/

12

'-5

34/

58/578/1'-538/

2'-038/

28'-5

516/

38/

75

16

/7

516

/

10'-8316/17'-61116/

71

16

/3

12/

10

15

16

/

3

12

'-8

34/

3

12

'-11

34/

3

12

'-11

34/

3

24

'-3

32

4'-6

1'-638/

27

'-9

12/

312/

314/

8516/

18

'-3

93

8/

W18X86 x 1'-9 12/w71

PL58/ "X10 916/ x 1'-5 38/p3

13'-7

26

'-6

14/

3

27

'-6

14/

PL58/ "X10 916/ x 1'-6p103

1 116/Ø

p48

p48p48

p48

1316/ "Ø

p48

p123

p123p123

p123

p69

p105 p48 p48

p48

3

12

'-2

14/

11'-1114/

11

'-11

14/

RD

93

8/

8'-018/

26

'-3

18/

1'-638/

17

'-6

11

16

/

2'-9916/

16

'-0

516

/

1'-7

13

'-2

34/

11'-734/

11

'-7

34/

6

3

26

'-9

14/

3

27

'-0

14/

3

27

'-3

14/

3

12

'-5

14/

3

12

'-8

14/

3

12

'-11

14/

F - F

FL58/ "X7 x 1'-0 12/p105

38/38/

TYP

516/516/

TYP

FL58/ "X7 x 1'-0 12/p69

1316/Ø

7

11

16

/1

'-0

12/

11

16

/3

21

4/3

916

/

11516/3516/516/516/

75

16

/

B - B

75

8/

PL12/ "X7 116/ x 1'-0 12/p48

PL12/ "X7 116/ x 1'-0 12/p48

516/516/

516/516/

TYP

7116/

7 516

/

11

16

/1

'-0

12/

11

16

/

9116/

516/516/

H - H

11

2/

FL58/ "X3 12/ x 0'-9p77

31

2/

2

7916/7316/

316/

G - G

PL58/ "X14 58/ x 1'-2 34/p81 (BEND)

516/

1'-234/

C - C

2

1916/

PL12/ "X7 116/ x 1'-0 12/p48

PL12/ "X7 116/ x 1'-0 12/p48

PL58/ "X10 916/ x 1'-6p103

516/516/

516/516/

516/516/

TYP

938/

516/516/

11

16

/

516/516/ 1916/

31

2/

516

/

11

2/

11

16

/1

'-0

12/

7

738/

D - D

615

16

/

p124

p124

FL34/ "X7 x 1'-0 18/p123

FL34/ "X7 x 1'-0 18/p123

FL34/ "X5 14/ x 1'-4 38/p124

53

8/

p124

p124 p124

53

8/

738/738/

514/

E - E

FL34/ "X7 x 1'-0 18/p123

31

2/

FL34/ "X7 x 1'-0 18/p123

W18X86 x 1'-9 12/w71

738/

HOLES2"AROUNDNO PAINT

1116/

11

4/10

15

16

/

11

4/1

'-0

18/

7

738/

234/234/

71

16

/

14/

A - A

1 316/Ø

PL1 12/ "X16 x 1'-4BP9A572-50

6

38/38/

516/516/

38/38/

44

6

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

5A 1 W14X132 28'-2 7/8"3729 A992 SQ-1/BEV-1

p3 PL5/8"X10 9/16"1 1'-5 3/8"31 A36

p48 PL1/2"X7 1/16"8 1'-0 1/2"12 A36

p69 FL5/8"X7"1 1'-0 1/2"15 A36

p77 FL5/8"X3 1/2"3 0'-9"6 A36

p81 PL5/8"X14 5/8"1 1'-2 3/4"38 A36

p103 PL5/8"X10 9/16"1 1'-6"32 A36

p105 FL5/8"X7"1 1'-0 1/2"15 A36

p123 FL3/4"X7"4 1'-0 1/8"17 A36

p124 FL3/4"X5 1/4"6 1'-4 3/8"17 A36

BP9 PL1 1/2"X16"1 1'-4"109 A572-50

w71 W18X861 1'-9 1/2"154 A992

TOTAL WEIGHT THIS DRAWING 4175

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 5A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 27: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

3

1316/Ø

A

A

1316/Ø

9'-6316/112/

RD

33

33

C12X30 x 9'-71116/

112/

A - A

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 6A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

6A 1 C12X30 9'-7 11/16"289 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site6

TOTAL WEIGHT THIS DRAWING 289

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 28: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

4

4RD

1'-4 7'-0

21

'-9

PL58/ X25 x 10'-0

4

10

'-0

1'-4 9'-8

1'-4 8'-4

2

1'-4 5'-8

1'-4 4'-4

1'-4 3'-0

1'-4 1'-8

2'-1

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 6M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

ALL HOLES ARE 1516/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

6M 5 PL5/8"X25" 10'-0"2659 A36 SQ-2

m17 ROD7/8"80 0'-10"9 A307

7/8_HEAVY_HEX_NUT160 1

TOTAL WEIGHT THIS DRAWING 2668

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 29: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

B

B

FL12/ "X6 12/ x 0'-6 12/p56CENTERED

12'-534/ 12

'-5

34/

RD

5

A

A

North

13'-414/

FL58/ "X9 x 1'-1p194

HSS6X6X38/ x 13'-214/

61

2/

12/112/

3

5

12'-534/

12

'-5

34/

3

12

'-8

34/

33

12

'-11

34/

31

4/

3

12

'-11

34/

34/

3

12

'-8

34/

3

12

'-8

34/

1 116/Ø

3

12

'-11

34/

PL58/ "X10 116/ x 1'-3p87

11'-1134/

11

'-11

34/

RD

10916/ SLOT

3

112/

3

12

'-2

34/

3

12

'-5

34/

34/

34/

1'-5SLOT

38/38/

B - B

1916/ PL58/ "X10 116/ x 1'-3p87CENTERED

12/12/

6

12/12/

38/38/

FL58/ "X9 x 1'-1p194

3

1716/

15

16

/4

116

/

55

16

/

4916/

5

A - A

PL1 12/ "X14 x 1'-2BP4

5

1 316/Ø

516/

55

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

7A 1 HSS6X6X3/8 13'-2 1/4"340 A500-GR.B- SQ-2

p56 FL1/2"X6 1/2"1 0'-6 1/2"6 A36

p87 PL5/8"X10 1/16"1 1'-3"27 A36

p194 FL5/8"X9"1 1'-1"21 A36

BP4 PL1 1/2"X14"1 1'-2"83 A572-50

TOTAL WEIGHT THIS DRAWING 477

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 7A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 30: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

HSS6X6X38/ x 13'-214/

31

4/

1'-5SLOT AT FS

A

A

34/

2

10916/THRU SLOT

34/

41

2/3

4/

A - A

Tekla

Str

uctu

res

MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

7A1

Qty. In Assembly

HSS6X6X3/8 A500-GR.B-46 1 13'-2 1/4" 3608 340

Page 31: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

112/

RD

1316/Ø

3

9'-412/

1516/Ø

A

A

33

3

33

C12X30 x 9'-6

112/

A - A

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 8A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

8A 1 C12X30 9'-6"285 A992 SQ-2

7/8"Ø A325N_TC BOLT 0'-2 1/2" Site3

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site3

TOTAL WEIGHT THIS DRAWING 285

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 32: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

34'-978/

W12X53 x 34'-1138/

TOP SURFACENO PAINT

1316/Ø

1316/Ø

112/

RD

33

112/

3

3 3

3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 9A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

9A 2 W12X53 34'-11 3/8"3711 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site12

TOTAL WEIGHT THIS DRAWING 3711

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 33: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

12'-534/ 12

'-5

34/

RD

1'-5SLOT

FL12/ "X6 12/ x 0'-6 12/p56CENTERED

14/

North 31

4/

12/

3

PL58/ "X5 916/ x 0'-9p191

1316/Ø

34/

1516/Ø

3

12

'-1

13

4/

A

A

B

B

61

2/

5

HSS6X6X38/ x 13'-214/112/

5

12'-234/

12

'-2

34/

13'-414/

EL11'-534/

3

12

'-8

34/

3

10916/SLOT

1'-112/SLOT

3

12

'-5

34/

31

4/

3

12

'-8

34/

3

12

'-1

13

4/

112/

1316/Ø

31

4/34/

14/

10916/SLOT AT FS

11'-1114/

11

'-11

14/

RD

1'-112/SLOT

34/

21

8/

34/

31

4/

61

2/

3

12

'-2

14/

3

12

'-5

14/

3

12

'-8

14/

3

12

'-11

14/

B - B

PL58/ "X5 916/ x 0'-9p191CENTERED

FL58/ "X10 x 1'-3p97CENTERED

PL58/ "X6 1316/ x 1'-0p6CENTERED

38/38/

38/38/

38/38/

38/38/

38/38/

5

38/38/

15

16

/

5

41

16

/

312/

516

/

5

A - A

PL1 12/ "X14 x 1'-2BP1

516/

55

5

Tekla

Str

uctu

res

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

10A 1 HSS6X6X3/8 13'-2 1/4"340 A500-GR.B- SQ-2

p6 PL5/8"X6 13/16"1 1'-0"14 A36

p56 FL1/2"X6 1/2"1 0'-6 1/2"6 A36

p97 FL5/8"X10"1 1'-3"27 A36

p191 PL5/8"X5 9/16"1 0'-9"9 A36

BP1 PL1 1/2"X14"1 1'-2"83 A572-50

TOTAL WEIGHT THIS DRAWING 480

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 10A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 34: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

A

A

HSS6X6X38/ x 13'-214/

12

1'-5

21

8/3

4/

1'-112/

1'-5

31

8/

10916/

34/

10916/

34/

41

2/

A - A

Tekla

Str

uctu

res

MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

10A1

Qty. In Assembly

HSS6X6X3/8 A500-GR.B-46 1 13'-2 1/4" 3608 340

Page 35: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1316/Ø

3

A

A

1316/Ø

258/

3

14'-6316/112/

RD

W16X67 x 14'-71116/

3

3 33

33

258/

3

PL58/ "X8 1516/ x 1'-4 14/p94

4'-112/10'-6316/

A - A

738/

PL58/ "X8 1516/ x 1'-4 14/p94

31

2/3

38/38/

1316/ "Ø

33

3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 11A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

11A 1 W16X67 14'-7 11/16"977 A992 SQ-2

p94 PL5/8"X8 15/16"1 1'-4 1/4"24 A36

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site8

TOTAL WEIGHT THIS DRAWING 1000

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 36: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

9

1516/Ø

4

10

'-0

1'-4 9'-8

1'-4 8'-4

1'-4 7'-0

1'-4 5'-8

1'-4 4'-4

1'-4 3'-0

1'-4 1'-8

4

4

PL58/ X40 x 10'-0

21

'-6

92

Tekla

Str

uctu

res

ALL HOLES ARE 1516/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

11M 1 PL5/8"X40" 10'-0"851 A36 SQ-2

m17 ROD7/8"32 0'-10"2 A307

7/8_HEAVY_HEX_NUT64 0

TOTAL WEIGHT THIS DRAWING 853

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 11M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 37: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

12/

G

G

516/516/

North

1316/ "Ø

W18X86 x 1'-9 12/w71

1'-438/

112/

1316/ "Ø

+2

3'-0

3

24

'-6

+2

5'-0

1'-1

78/

+1

1'-5

34/

-1

'-10

12/

W14X132 x 26'-812/

D

D

E

E

B

B

38/38/

C

C

38/38/

FL58/ "X3 12/ x 0'-9p77

F

F

FL58/ "X3 12/ x 1'-0p109

14/45°

CJPT&B FLG

38/38/

14/45°

CJPT&B FLG

12/

34/

1'-9

12/

112/

9'-11316/1'-638/16'-0516/

2'-212/ 26

'-8

12/

2

34/

2

38/

38/

11

12/1'-338/12/

1'-1112/

9'-11316/17'-61116/

12/1112/58/

33

1'-1012/NO PAINT

1'-0

24

'-9

5'-658/

23

'-9

71116/

18

'-2

38/

1'-638/

17

'-6

11

16

/

2'-9916/

16

'-0

516

/

1'-438/

13

'-2

34/

11'-1038/

11

'-10

38/

3

24

'-3

11'-014/ 24

'-0

3

12

'-11

34/

3

12

'-8

34/

3

12

'-5

34/

12'-234/ 12

'-2

34/

RD

93

8/

p105

1316/ "Ø

p123p123

p48

p123

W18X86 x 1'-9 12/w71

PL58/ "X10 916/ x 0'-11p76

p48

11'-014/

24

'-0

1'-1112/

FL58/ "X3 12/ x 0'-9p77

p123p48

p48p61

3

12

'-8

34/

PL58/ "X10 916/ x 1'-3 38/p113

p48

24'-0 24

'-0

RD

p48

p48

1316/ "Ø

2'-212/

12'-234/

12

'-2

34/

3

93

8/

12/

75

8/7

58/

112/

3

24

'-3

3

24

'-6

3

24

'-3

3

24

'-6

3

12

'-5

34/

3

12

'-11

34/

1'-0

24

'-9

5'-658/

23

'-9

8716/

18

'-2

38/

1'-558/

17

'-5

15

16

/

2'-10116/

16

'-0

516

/

1'-378/

13

'-2

14/

11'-1038/

11

'-10

38/

E - E

516/516/

TYP

FL58/ "X7 x 1'-0 12/p69

FL58/ "X7 x 1'-0 12/p105

7116/

11516/

3

358/

39

16

/2

14/

65

8/

F - F

516/516/

PL12/ "X7 116/ x 1'-0 12/p48

PL58/ "X10 916/ x 0'-11p76

p48

516/516/

516/516/

7916/

71

2/

31

2/

7316/

11

16

/1

116

/

7116/

316/

316

/

1'-0

12/ 7

18/

938/

B - B

p48

313

16

/

31

2/

p48

516/516/

516/516/

11

16

/1

'-0

12/

11

16

/

11

18/

7116/

13

4/

938/

316/

13

4/

75

16

/7

516

/3

12/

38/38/

516/516/

A - A

1 316/Ø

38/38/

PL1 12/ "X16 x 1'-4BP2

6 6

44

G - G

758/

PL12/ "X13 78/ x 1'-3 14/p61

516/

516/

1'-1

78/

14/

758/

38/

38/

611

16

/

C - C

14/

2- FL34/ "X5 14/ x 1'-4 38/p124

3- FL34/ "X5 14/ x 1'-4 38/p124

738/738/

5916/5916/

53

8/5

38/

313

16

/

FL34/ "X7 x 1'-0 18/p123

53

8/

D - D

313

16

/5

38/

FL34/ "X7 x 1'-0 18/p123

W18X86 x 1'-9 12/w71

3- FL34/ "X5 14/ x 1'-4 38/p1243- FL34/ "X5 14/ x 1'-4 38/

p124

31

2/

1116/

HOLES2"AROUNDNO PAINT7

116

/

1'-0

18/

11

4/1

14/

10

15

16

/

738/

7

738/

615

16

/

234/234/

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

12A 1 W14X132 26'-8 1/2"3527 A992 SQ-2

p48 PL1/2"X7 1/16"8 1'-0 1/2"12 A36

p61 PL1/2"X13 7/8"1 1'-3 1/4"30 A36

p69 FL5/8"X7"1 1'-0 1/2"15 A36

p76 PL5/8"X10 9/16"1 0'-11"19 A36

p77 FL5/8"X3 1/2"1 0'-9"6 A36

p105 FL5/8"X7"1 1'-0 1/2"15 A36

p109 FL5/8"X3 1/2"1 1'-0"7 A36

p113 PL5/8"X10 9/16"1 1'-3 3/8"27 A36

p123 FL3/4"X7"4 1'-0 1/8"17 A36

p124 FL3/4"X5 1/4"6 1'-4 3/8"17 A36

BP2 PL1 1/2"X16"1 1'-4"109 A572-50

w71 W18X861 1'-9 1/2"154 A992

TOTAL WEIGHT THIS DRAWING 3955

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 12A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 38: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-4 1'-4

1516/Ø

PL58/ X40 x 6'-378/

778/1'-41'-44

3'-4

29

1'-6

91

16

/2

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 12M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

ALL HOLES ARE 1516/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

12M 1 PL5/8"X40" 6'-3 7/8"538 A36 SQ-2

m17 ROD7/8"20 0'-10"2 A307

7/8_HEAVY_HEX_NUT40 0

TOTAL WEIGHT THIS DRAWING 540

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 39: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

112/14'-034/

1316/Ø

1316/Ø

TOP SURFACENO PAINT

21

4/

112/

RD

3

25

8/2

14/

W12X35 x 14'-214/

33

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

13A 1 W12X35 14'-2 1/4"497 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site6

TOTAL WEIGHT THIS DRAWING 497

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 13A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 40: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

W12X35 x 14'-434/

TOP SURFACENO PAINT

1316/Ø

1316/Ø

3

112/

3

14'-314/112/

RD

3

3 3

3T

ekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 14A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

14A 1 W12X35 14'-4 3/4"505 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site6

TOTAL WEIGHT THIS DRAWING 505

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 41: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

9'-514/

1316/Ø

1316/Ø

112/

RD

33

W12X35 x 9'-634/

112/

333

3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 15A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

15A 4 W12X35 9'-6 3/4"1341 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site24

TOTAL WEIGHT THIS DRAWING 1341

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 42: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

21

2/

2'-1

L4X4X38/ x 2'-512/

11

2/

11

2/

1038/

40.81°12

112/31

12/

112/ 3

21

2/

114/

21

2/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

15M 16 L4X4X3/8 2'-5 1/2"383 A36 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site32

3/4"Ø A325N_TC BOLT 0'-2 1/2" Site16

TOTAL WEIGHT THIS DRAWING 383

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 15M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 43: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

8'-1114/TOP SURFACENO PAINT

1316/Ø

1316/Ø

112/

RD

33

W12X35 x 9'-034/

112/

33

3

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 16A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

16A 4 W12X35 9'-0 3/4"1271 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site24

TOTAL WEIGHT THIS DRAWING 1271

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 44: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1038/

40.81°12

1038/

12

112/

L4X4X38/ x 2'-512/

21

2/

4

114/

2'-13

32'-1 112/

21

2/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 16M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

16M 16 L4X4X3/8 2'-5 1/2"383 A36 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site32

3/4"Ø A325N_TC BOLT 0'-2 1/2" Site16

TOTAL WEIGHT THIS DRAWING 383

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 45: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

W12X35 x 2'-3

2'-112/

3

1316/Ø

1316/Ø

112/

RD

3

1012/

4'-0

1012/

3

112/

33

3

FL18/ "X7 34/ x 4'-0p15

18/ 2"@12

12

45°

12

A

A

12/

23

4/

18/

A - A

518/

25

8/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 17A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

17A 1 W12X35 2'-3"79 A992 SQ-2

p15 FL1/8"X7 3/4"1 4'-0"13 A36

3/4"Ø A325N_TC BOLT 0'-2" Site6

TOTAL WEIGHT THIS DRAWING 92

W

F x

x

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 46: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

L4X4X38/ x 1'-81316/

21

2/

3916/ 31316/

Ø

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 17M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

17M 4 L4X4X3/8 1'-8 13/16"67 A36 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site8

TOTAL WEIGHT THIS DRAWING 67

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 47: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

14'-034/

1316/Ø

1316/Ø

112/

RD

25

8/

25

8/

W10X33 x 14'-214/

112/

21

4/2

14/

21

4/2

14/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 18A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

18A 3 W10X33 14'-2 1/4"1406 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site18

TOTAL WEIGHT THIS DRAWING 1406

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 48: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

31

2/

1316/Ø

L6X4X58/ x 3'-278/

112/1'-578/1'-6112/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

18M 2 L6X4X5/8 3'-2 7/8"129 A36 SQ-2

m17 ROD7/8"6 0'-10"4 A307

7/8_HEAVY_HEX_NUT12 1

TOTAL WEIGHT THIS DRAWING 133

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 18M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 49: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

31

2/

31516/

3'-2

78/

L6X4X58/ x 3'-278/1

12/

21

2/

4

6

2'-1

015

16

/

2'-0 2'-4

15

16

/

41516/

415

16

/

RD

FL58/ "X4 x 0'-8p117

3

41

2/

613

16

/

29.56°

12

61516/1'-1

11 2/

916

/

31 2/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

19M 1 L6X4X5/8 3'-2 7/8"65 A36 SQ-2

p117 FL5/8"X4"1 0'-8"6 A36

m13 ROD3/4"3 0'-10"1 A307

3/4_HEAVY_HEX_NUT6 0

TOTAL WEIGHT THIS DRAWING 72

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 19M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 50: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

112/

RD

1316/ "ØØ 1316/ "Ø

Ø

TOP SURFACENO PAINT

9'-814/

333

W12X35 x 9'-934/

112/

33

3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 20A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

20A 4 W12X35 9'-9 3/4"1376 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site24

TOTAL WEIGHT THIS DRAWING 1376

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 51: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

12/

2

14/

33

4/

L6X4X38/ x 0'-4 12/a42

212/

L6X4X38/ x 0'-4 12/a36

11

4/

2338/

33

4/

23

4/

212/

11

2/

23'-61316/134/

L6X4X58/ x 4'-3916/

212/

21

2/

4'-4516/

31

8/

212/214/ 214/

21

2/5

8/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 20M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

20M 6 L6X4X5/8 4'-3 9/16"514 A36 SQ-2

a16 L6X4X3/86 0'-4 1/2"28 A36

a36 L6X4X3/86 0'-4 1/2"28 A36

24 3/4"Ø A325SC BOLT 0'-2 1/4"4

TOTAL WEIGHT THIS DRAWING 573

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 52: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

12/

212/

41

2/

3516/

23

4/L6X4X38/ x 0'-4 12/a16

L6X4X38/ x 0'-4 12/a36

2

20

11

4/

11

2/

338/

2

33

4/

33

4/

212/

4'-1

13

16

/

3'-61316/

3'-1

15

16

/

134/

L6X4X58/ x 4'-3916/14/

31

8/

31

8/

4'-4516/

212/214/ 214/212/

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

21M 7 L6X4X5/8 4'-3 9/16"600 A36 SQ-2

a16 L6X4X3/87 0'-4 1/2"32 A36

a36 L6X4X3/87 0'-4 1/2"32 A36

28 3/4"Ø A325SC BOLT 0'-2 1/4"4

TOTAL WEIGHT THIS DRAWING 669

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 21M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 53: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1

27

'-8

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

PL58/ "X9 1316/ x 1'-4 34/p86

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

A

A

312/ GA

312/ GA

14/

14/

0

1 116/ "Ø

NO PAINT2" AROUNDHOLES

1 116/ "Ø

NO PAINT2" AROUNDHOLES

PL58/ "X9 1316/ x 1'-4 34/p86

234/

W18X50 x 27'-8

41516/

27

'-7

26'-878/

27

'-2

116

/

41516/

53

16

/

27'-212/ 27

'-5

14/

234/

23

4/

RD

14/ 4014/ 40

77

16

/

2'-2516/

2'-2

516

/

0

B

B

3

C12X20.7 x 27'-8w67

B

B

14/ 5"@1014/ 5"@10

PL58/ "X9 1316/ x 1'-4 34/p86

14/ 4014/ 40

55 16/

12

40.8

1038/

41516/

2'-2516/

6716/

13

4/

11 2/

77

16

/

13

4/

41516/14/

1

13

4/1

34/

13

4/1

34/

6716/

12

1038/

23'-338/

25

'-5

11

16

/

1 12/

3

5 516/

B - B

PL58/ "X9 1316/ x 1'-4 34/p86

516/516/

1316/ "Ø

55

8/6

14/

5516/3

A - A

FL34/ "X3 12/ x 1'-4 38/p120

FL34/ "X3 12/ x 1'-4 38/p120

45°

CJP TYPT&B FLANGE38/

38/

1 116/ "Ø

NO PAINT2" AROUNDHOLES

134/

6

134/

312/

6

13

16

/1

'-4

38/

13

16

/

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

22A 1 W18X50 27'-8"1384 A992 SQ-2

p86 PL5/8"X9 13/16"2 1'-4 3/4"28 A36

p120 FL3/4"X3 1/2"8 1'-4 3/8"12 A36

w67 C12X20.71 27'-8"572 A572-GR.50

1"Ø A490SC_TC BOLT 0'-3" Site4

TOTAL WEIGHT THIS DRAWING 1996

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 22A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 54: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1

512/

97

8/

4916/

61

8/

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

A

A

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

A

A

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

114/

73

8/

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)2- FL34/ "X3 12/ x 1'-4 38/

p120 (B/S)

312/ GA

312/ GA

1 116/ "Ø

NO PAINT2" AROUNDHOLES

W18X50 x 21'-818/

234/438/

43

8/0

PL58/ "X9 1316/ x 1'-4 34/p86

20'-712/

21

'-5

38/

31316/

21

'-7

18/

1916/

19

16

/0

20'-338/

21

'-3

516

/

4916/

11

15

16

/

3

2'-2516/

5 516/ 14/ 40

14/ 40

412/

3

12

1038/

21

2/

B

BC12X20.7 x 21'-8 18/w66

1'-2716/

14/ 5"@4014/ 5"@40

B

B

55 16/

13

4/

14/ 4014/ 40

114/

77

16

/

2'-9716/

21

2/

1316/ "Ø

4916/ 4916/

13

4/

77

16

/

6716/

13

4/

12

1038/

13

4/

1916/

16'-838/

11 2/

6716/

B - B

516/516/

PL58/ "X9 1316/ x 1'-4 34/p41

1'-4

34/

73

16

/5

58/

35516/

A - A

14/45°

CJP TYPT&B FLANGE

FL34/ "X3 12/ x 1'-4 38/p120

134/

312/

38/38/

134/

13

16

/

FL34/ "X3 12/ x 1'-4 38/p120

1 116/ "Ø

NO PAINT2" AROUNDHOLES

13

16

/1

'-4

38/

66

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

23A 1 W18X50 21'-8 1/8"1084 A992 SQ-2

p41 PL5/8"X9 13/16"1 1'-4 3/4"28 A36

p86 PL5/8"X9 13/16"1 1'-4 3/4"28 A36

p120 FL3/4"X3 1/2"12 1'-4 3/8"12 A36

w66 C12X20.71 21'-8 1/8"449 A572-GR.50

1"Ø A490SC_TC BOLT 0'-3" Site6

TOTAL WEIGHT THIS DRAWING 1600

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 23A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 55: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3'-101316/

114/

RD

3

A

A

3

A

A

3

4'-258/

A

A

3'-101316/

A

A

1 116/Ø

1316/Ø

TOP SURFACENO PAINT

W16X67 x 20'-512/

3

20'-312/ 2

4'-258/4'-258/

333

FLANGETYP T&B

218/16'-6116/12'-3716/8'-01316/3'-10316/RD

15

8/

A - A

25

8/

PL58/ "X8 716/ x 1'-2 78/p80

38/38/

21

4/2

14/

718/

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 24A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

24A 1 W16X67 20'-5 1/2"1365 A992 SQ-2

p80 PL5/8"X8 7/16"4 1'-2 7/8"18 A36

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site3

1"Ø A325N_TC BOLT 0'-3" Site4

TOTAL WEIGHT THIS DRAWING 1382

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 56: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

33

3

B

B

3

TOP SURFACENO PAINT

A

A

TOP SURFACENO PAINT

1316/Ø

3

1 116/ØB

B

B

B

2

31

2/

31

2/

W18X119 x 20'-512/

20'-2 20

'-3

12/

112/

11

2/

RD

33

3

21

8/

12'-4116/

4'-258/

16

'-6

11

16

/

218/

p74

3'-101316/4'-21516/

8'-1

716

/

p74

21

8/

p74p74

p74p192

3'-1012/

3'-1

01

2/

RD

p192 p192

218/

4'-258/

12

'-4

116

/

16'-61116/8'-1716/3'-101316/ 3'-101316/

7

PL58/ "X8 1316/ x 1'-4 34/p74

A - A

38/38/

38/38/

PL58/ "X8 1316/ x 1'-4 34/p74

1316/ "Ø

3

1316/ "Ø

3

758/758/

33 3

3

B - B

3

PL58/ "X8 1316/ x 1'-4 34/p192

38/38/

25

8/

PL58/ "X8 1316/ x 1'-4 34/p74

38/38/

1316/ "Ø 1316/ "Ø

758/758/

33

21

4/2

14/

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 25A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

25A 1 W18X119 20'-5 1/2"2444 A992 SQ-2

p74 PL5/8"X8 13/16"5 1'-4 3/4"21 A36

p192 PL5/8"X8 13/16"3 1'-4 3/4"20 A36

3/4"Ø A325X_TC BOLT 0'-2 1/2" Site5

1"Ø A325X_TC BOLT 0'-3 1/4" Site5

TOTAL WEIGHT THIS DRAWING 2485

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 57: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2916/1716/

2

4

1316/ "Ø

NO PAINT2" AROUNDHOLES

11

2/2

12/

FL78/ X4 x 6

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 25M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

25M 52 FL7/8"X4" 0'-6"310 A36 SQ-2

TOTAL WEIGHT THIS DRAWING 310

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 58: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2

3

B

B

W18X119 x 20'-512/

31

2/3

B

B

1 116/ "ØØ

1316/ "ØØ

TOP SURFACENO PAINT

31

2/

3

20'-312/112/

RD

3

33

33

31

2/

4'-258/

16

'-6

11

16

/

31

2/

p74 p74p74 p74

8'-1716/

p74

7

3'-101316/

p74p74p74

4'-258/

12

'-4

116

/

4'-258/

8'-1

716

/

3'-101316/

3'-1

013

16

/

218/

16'-61116/12'-4116/3'-1012/RD 3'-101316/

218/

21

8/2

18/

B - B

1316/ "Ø

PL58/ "X8 1316/ x 1'-4 34/p74

3

38/38/

PL58/ "X8 1316/ x 1'-4 34/p74

38/38/

758/758/

33

333

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 26A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

26A 1 W18X119 20'-5 1/2"2444 A992 SQ-2

p74 PL5/8"X8 13/16"8 1'-4 3/4"21 A36

3/4"Ø A325N_TC BOLT 0'-2 1/2" Site5

1"Ø A325X_TC BOLT 0'-3 1/4" Site5

TOTAL WEIGHT THIS DRAWING 2465

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 59: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1316/Ø

1316/Ø

31

2/

L6X4X58/ x 2'-2

1'-6 2'-0

6

6RD

2

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 26M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

26M 4 L6X4X5/8 2'-2"173 A36 SQ-2

m13 ROD3/4"8 0'-10"5 A307

3/4_HEAVY_HEX_NUT16 1

TOTAL WEIGHT THIS DRAWING 178

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 60: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

33

2

A

A

19'-534/

A

A

A

A

3

TOP SURFACENO PAINT

1 116/ "Ø

3

1316/ "Ø

31

2/

W18X119 x 19'-914/

31

2/

112/

33

33

16'-2516/

4'-21516/ 4'-258/

p74

11'-111116/

p74

p74

p74p74

p74p74p74

7'-9116/

3'-61516/

3'-6716/RD 3'-61516/

4'-2516/3'-6716/

A - A

3

PL58/ "X8 1316/ x 1'-4 34/p74

PL58/ "X8 1316/ x 1'-4 34/p74

38/38/

38/38/

1316/ "Ø

1316/ "Ø

3

758/ 758/

33

3

3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 27A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

27A 1 W18X119 19'-9 1/4"2362 A992 SQ-2

p74 PL5/8"X8 13/16"8 1'-4 3/4"21 A36

3/4"Ø A325X_TC BOLT 0'-2 1/2" Site5

1"Ø A325X_TC BOLT 0'-2 3/4" Site5

TOTAL WEIGHT THIS DRAWING 2383

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 61: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

33

19'-734/

HSS6X6X14/ x 2'-10w78

31

4/

HSS6X6X14/ x 1'-0 58/w81

HSS6X6X14/ x 2'-10w78

2'-10 10

'-0

18/

HSS6X6X14/ x 2'-10w86

1'-0 3'-4

18/

HSS6X6X14/ x 2'-3 58/w85

1316/Ø1 116/

Ø

12/

12/

0

A

ATYPTOP SURFACENO PAINT

HSS6X6X14/ x 2'-10w78

3

CAMBER UP 12/ " AT C/L

W18X86 x 19'-914/

31

4/

112/

RD

1'-0 14

'-10

18/

1'-058/ 19

'-8

34/

1'-0 18

'-8

18/

2'-10 17

'-8

18/

2'-10 13

'-10

18/

1'-0 11

'-0

18/

1'-0 7'-2

18/

2'-10 6'-2

18/

2'-358/ 2'-4

18/

12/

112/

33

33

32

34/

23

4/

1316/Ø

1316/Ø

4

18

'-4

18/

15'-0 18

'-0

18/

4

3'-0

18/

2'-818/ 2'-8

18/

0

23

4/

1'-518/

A - A

HSS6x6x14/

6 2916/

516/ 3"@12516/ 3"@12

2916/

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

28A 1 W18X86 19'-9 1/4"1702 A992 SQ-2

w78 HSS6X6X1/43 2'-10"51 A500-GR.B

w81 HSS6X6X1/41 1'-0 5/8"19 A500-GR.B

w85 HSS6X6X1/41 2'-3 5/8"41 A500-GR.B

w86 HSS6X6X1/41 2'-10"51 A500-GR.B

3/4"Ø A325X_TC BOLT 0'-2 1/4" Site5

3/4"Ø A325N BOLT 0'-2 1/4" Site6

1"Ø A325X_TC BOLT 0'-2 3/4" Site5

TOTAL WEIGHT THIS DRAWING 1863

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 28A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 62: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

2

3516/

2

14/

3516/

L6X4X38/ x 0'-4 12/a36

L6X4X38/ x 0'-4 12/a36

33

4/

33

4/

11

4/

11

4/

23

4/

2

23

4/2

L6X4X58/ x 3'-858/14/

212/2'-1158/212/

21

2/

21

2/

3'-918/

214/212/212/214/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 28M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

28M 7 L6X4X5/8 3'-8 5/8"519 A36 SQ-2

a36 L6X4X3/814 0'-4 1/2"32 A36

28 3/4"Ø A325SC BOLT 0'-2 1/4"4

3/4"Ø A325SC BOLT 0'-2 3/4" Site14

3/4"Ø A325SC BOLT 0'-2 1/2" Site14

TOTAL WEIGHT THIS DRAWING 556

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 63: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

31

2/

1 116/Ø

33

31

2/3

A

A

TOP SURFACENO PAINT

1 116/ "Ø

W18X119 x 20'-5

33

20'-1 20

'-3

3 33

2

2RD

2

12'-3916/

p74

p74

16'-6316/

p74

3'-10516/ 3'-1

05

16

/

0

p74

4'-258/ 8'-0

15

16

/

p74p74

p74 218/p74

4'-258/ 16

'-6

316

/

4'-258/ 12

'-3

916

/

8'-01516/RD

3'-101316/

31

2/3

12/

218/

38/38/

A - A

PL58/ "X8 1316/ x 1'-4 34/p74

3

PL58/ "X8 1316/ x 1'-4 34/p74

3

38/38/

1316/ "Ø

758/ 758/

3

3

33

Tekla

Str

uctu

res

W

F x

x

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 29A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

29A 1 W18X119 20'-5"2439 A992 SQ-2

p74 PL5/8"X8 13/16"8 1'-4 3/4"21 A36

1"Ø A325X_TC BOLT 0'-3 1/4" Site5

1"Ø A325X_TC BOLT 0'-2 3/4" Site5

TOTAL WEIGHT THIS DRAWING 2460

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 64: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

PL58/ "X8 716/ x 1'-2 78/p80

33

A

A

A

A

A

A

1316/Ø

1 116/Ø

TOP SURFACENO PAINT

3

A

A

3 3

19'-714/112/

RD

W16X67 x 19'-914/

2

33

3'-6716/

3'-6

716

/

RD

p80

p80 p80

71

8/

p80

3'-61516/4'-258/

16

'-2

516

/

4'-258/

11

'-1

111

16

/

4'-258/

7'-9

116

/ 38/38/

A - A

25

8/

1316/ "Ø

718/

PL58/ "X8 716/ x 1'-2 78/p80

21

4/2

14/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 30A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

30A 1 W16X67 19'-9 1/4"1319 A992 SQ-2

p80 PL5/8"X8 7/16"4 1'-2 7/8"18 A36

3/4"Ø A325X_TC BOLT 0'-2 1/4" Site4

1"Ø A325N_TC BOLT 0'-2 1/2" Site4

TOTAL WEIGHT THIS DRAWING 1336

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 65: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

9'-312/

FL12/ X11 x 10'-0

7'-312/5'-312/3'-312/1'-312/RD

A - A

1'-414/

10

34/

1'-058/

FL12/ "X6 12/ x 1'-4 14/p67

516/516/

14/

61

2/

24

12/

358/

12

45°

12

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 30M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

30M 1 FL1/2"X11" 10'-0"179 A36 SQ-2

p67 FL1/2"X6 1/2"5 1'-4 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 190

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 66: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

112/112/

RD

1316/Ø

1316/Ø

TOP SURFACENO PAINT

3

19'-734/

33

W12X53 x 19'-914/

333

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 31A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

31A 1 W12X53 19'-9 1/4"1050 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site6

TOTAL WEIGHT THIS DRAWING 1050

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 67: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

812/2'-0 9'-3

12/

2'-0 3'-3

12/

2'-0 7'-3

12/

2'-0 5'-3

12/

1'-312/ 1'-3

12/

RD

FL12/ X11 x 10'-0

FL12/ "X6 12/ x 1'-4 14/p67

A - A

516/516/

41

2/

12

45°

12

10

34/

14/ 2

1'-414/

358/

61

2/

1'-058/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 31M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

31M 1 FL1/2"X11" 10'-0"179 A36 SQ-2

p67 FL1/2"X6 1/2"5 1'-4 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 190

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 68: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

134/

RD

TOP SURFACENO PAINT

A

A

B

B

1316/ "Ø

1 116/ "Ø

31

2/3

2

31

2/

W18X119 x 20'-338/

3

20'-138/

33

3

33

3

4'-258/

p74

p192

4'-258/

p74

p192

4'-258/ 7'-1

15

16

/

p192

p74

3'-101316/

FLANGETYP T&B

218/

3'-81116/

p74

p192

3'-101316/

21

8/

4'-258/

21

8/7

218/

4'-258/ 16

'-4

916

/

4'-258/ 12

'-1

15

16

/

3'-81116/ 3'-8

11

16

/

0

A - A

38/38/

PL58/ "X8 1316/ x 1'-4 34/p192

PL58/ "X8 1316/ x 1'-4 34/p74

25

8/

3

758/758/

21

4/2

14/

33

B - B

p192

38/38/

p74

38/38/

3

758/758/

25

8/2

14/

33

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 32A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

32A 1 W18X119 20'-3 3/8"2423 A992 SQ-2

p74 PL5/8"X8 13/16"4 1'-4 3/4"21 A36

p192 PL5/8"X8 13/16"4 1'-4 3/4"20 A36

3/4"Ø A325N_TC BOLT 0'-2 1/2" Site5

1"Ø A325X_TC BOLT 0'-3 1/4" Site5

TOTAL WEIGHT THIS DRAWING 2464

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 69: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1316/Ø

1316/Ø

31

2/

112/112/

L6X4X58/ x 2'-2

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

32M 4 L6X4X5/8 2'-2"173 A36 SQ-2

m17 ROD7/8"8 0'-10"7 A307

7/8_HEAVY_HEX_NUT16 1

TOTAL WEIGHT THIS DRAWING 180

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 32M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 70: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

1316/Ø

1316/Ø

2'-112/

TOP SURFACENO PAINT

112/

RD

W12X35 x 2'-3

112/

33

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

34A 2 W12X35 2'-3"158 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site12

TOTAL WEIGHT THIS DRAWING 158

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 34A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 71: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

812/

A

A

2'-0 9'-0

34/

2'-0 7'-0

34/

2'-0 5'-0

34/

1'-1134/ 3'-0

34/

1'-1 1'-1

RD

FL12/ X11 x 9'-914/

A - A

358/

FL12/ "X6 12/ x 1'-4 14/p67

2

10

34/

516/516/

61

2/

1'-414/

41

2/

1'-058/

14/

1245°

12

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 34M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

34M 1 FL1/2"X11" 9'-9 1/4"175 A36 SQ-2

p67 FL1/2"X6 1/2"5 1'-4 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 186

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 72: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3'-178/

W12X35 x 3'-338/

TOP SURFACENO PAINT

1316/Ø1316/

Ø

112/

RD

33

112/

33

33

W

F x

x

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 35A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

35A 2 W12X35 3'-3 3/8"230 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2" Site12

TOTAL WEIGHT THIS DRAWING 230

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 73: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1316/Ø

8 112/

L6X4X58/ x 11

4

1316/ "Ø

31

2/

21

2/1

12/

112/

61516/

FL58/ "X4 x 0'-8p117

916

/

112/

1 12/

516/1-SIDE ONLY

3 12/

3

41

2/6

13

16

/29.56°

12

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 35M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

35M 3 L6X4X5/8 0'-11"55 A36 SQ-2

p117 FL5/8"X4"3 0'-8"17 A36

m13 ROD3/4"6 0'-10"4 A307

3/4_HEAVY_HEX_NUT12 1

TOTAL WEIGHT THIS DRAWING 76

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 74: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

L4X4X38/ x 1'-81316/

3

1316/Ø

1'-214/

21

2/

3916/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 36M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

36M 4 L4X4X3/8 1'-8 13/16"67 A36 SQ-2

3/4"Ø A325SC BOLT 0'-2 1/4" Site2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site5

3/4"Ø A325N BOLT 0'-2 1/4" Site1

TOTAL WEIGHT THIS DRAWING 67

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 75: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1316/Ø

11316/

113

16

/RD

31

2/

1'-4 2'-9

13

16

/

1'-4 1'-5

13

16

/

L6X4X58/ x 2'-1158/

11316/

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

37M 4 L6X4X5/8 2'-11 5/8"237 A36 SQ-2

m17 ROD7/8"12 0'-10"7 A307

7/8_HEAVY_HEX_NUT24 1

TOTAL WEIGHT THIS DRAWING 244

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 37M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 76: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

14/

R3 8/

12

12

R38/

3

12

12

112/

A

A

11'-812/

3

1316/Ø

1316/Ø

TOP SURFACENO PAINT

PL58/ "X8 516/ x 0'-10 78/p75 (B/S)

3

PL58/ "X8 516/ x 0'-10 78/p75 (B/S)

4'-258/ 8'-1

516

/3'-101116/ 3

'-1

011

16

/

RD

W12X58 x 11'-1014/

218/

114/

134/

218/

1516/

33

3'-81516/

3

A - A

38/38/

PL58/ "X8 516/ x 0'-10 78/p75

PL58/ "X8 516/ x 0'-10 78/p75

38/38/

1316/ "Ø

1316/ "Ø

3

77

33

333

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 38A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

38A 2 W12X58 11'-10 1/4"1372 A992 SQ-2

p75 PL5/8"X8 5/16"8 0'-10 7/8"29 A36

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site12

TOTAL WEIGHT THIS DRAWING 1401

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 77: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

5

11

2/

3

3

1516/Ø32

PL38/ X15 x 1'-3

33

31

12/

1'-3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 40M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

40M 8 PL3/8"X15" 1'-3"191 A36 SQ-2

7/8"Ø A325N_TC BOLT 0'-2 3/4" Site80

TOTAL WEIGHT THIS DRAWING 191

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 78: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1516/

HSS6X6X58/ x 0'-11m1

612/

FL58/ "X3 x 4'-1p40 @ FS

BB

p44(B.U.B.)

p56

3'-8 916/

14/

14/14/

FL12/ "X4 34/ x 0'-4 34/p44 (B.U.B.)

FL12/ "X6 12/ x 0'-6 12/p56

3

12/ 1934/12/ 1934/

GG

14/45°

CJPTYP

12/ 32516/12/ 23516/

No

rth

12/

2

FF

11

14/

612/

E

E

AA

58/ 1978/58/ 1978/

112/

HH

38/ 1018/38/ 1018/

13

'-2

14/ (

HS

S6

X6

X5

8/ x

13

'-2

")

38/ 2012/38/ 2012/

38/ 2012/38/ 2012/

1'-7

34/

11

34/

1516/Ø

14/14/

C

C

D

D

PL1"X29 14/ x 4'-1 14/p24

1516/

PL1"X30 1516/ x 4'-3 1516/p14

FL58/ "X3 x 2'-5 34/p139

FL58/ "X3 x 2'-5 34/p139 @ FS

P

P

12/

11

2/

1'-7

14/

NO

PA

INT

13

'-4

14/

2'-5

34/

14/

334/

112/3

14/

1'-434/

1'-1

88 1'-8

3'-238/

3

1'-015 16/

31

2/3

3@

3=

9

4'-113 4/

3

1'-7

2'-6

15

16

/

4'-31516/

43'-111516/

33

11

34/

8

D - D

p19

FL1"X8 12/ x 1'-8 14/p19

38/38/

38/38/

1'-4

14/

4

1'-8

14/

812/

4412/

A - A

1'-1

p18

1'-11

p19

10

PL1 12/ "X18 x 3'-0BP6

1 1516/Ø

3

1'-0

p20

99

33

3'-0

1'-6

3

812/1010712/

10 10

F - F

FL58/ "X3 x 2'-5 34/p139

516/516/

p139

516/516/

112/ 3 112/

C - C

p24

FL1"X8 12/ x 0'-8 34/p20 p20

38/38/

38/38/

83

4/ 43

8/4

38/

812/

4412/

12/

FL12/ "X6 12/ x 0'-6 12/p56 CENTERED

B - B

1'-1118/

W18X119 x 2'-10 38/w17

PL12/ "X9 38/ x 1'-4 34/p168

PL1"X15 x 1'-4 34/p11

PL18/ "X10 18/ x 4'-3 14/p149

PL1"X8 1316/ x 0'-11 34/p101

4'-314/

14/

55

8/5

58/

38/38/

E - E

38/38/

4

FL1"X8 12/ x 1'-6 78/p18

p18

812/

1'-6

78/

1812/

412/

1'-2

78/

4

H - H

1'-1

PL1"X15 x 1'-4 34/p11

516

/

516/516/

12/ 1512/12/ 1512/

12/ 1512/12/ 1512/

38/38/

12/3-SIDES

p168

6

312/ 212/

334/

3

G - G

p40

FL58/ "X3 x 2'-9 18/p35

516/516/

516/516/

p58

112/112/

4

22

P - P

11

2/

p149

4'-1

3

FL58/ "X3 x 2'-9 18/p35

3

558/

FL58/ "X3 x 4'-1p40

1'-5

38/

PL1"X8 1316/ x 0'-11 34/p101

2'-9

18/

33

6

518/

M - M

PL12/ "X9 38/ x 1'-4 34/p168

p149

18/ 2"@6

938/

12/

51

4/

11

8/1

'-4

34/

11

8/

Tekla

Str

uctu

res

SLOTS IN TUBESEE SINGLE PART DRAWING FOR

NO-PAINT ENTIRE COLUMN

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

41A 1 HSS6X6X5/8 13'-2"524 A500-GR.B- SQ-2

p11 PL1"X15"1 1'-4 3/4"71 A36

p14 PL1"X30 15/16"1 4'-3 15/16"332 A36

p18 FL1"X8 1/2"2 1'-6 7/8"36 A36

p19 FL1"X8 1/2"2 1'-8 1/4"38 A36

p20 FL1"X8 1/2"2 0'-8 3/4"18 A36

p24 PL1"X29 1/4"1 4'-1 1/4"263 A36

p44 FL1/2"X4 3/4"3 0'-4 3/4"3 A36

p56 FL1/2"X6 1/2"3 0'-6 1/2"6 A36

p57 PL1/2"X2 3/4"1 0'-4"2 A36

p58 FL1/2"X4"1 1'-0 15/16"7 A36

p101 PL1"X8 13/16"1 0'-11 3/4"29 A36

p149 PL1/8"X10 1/8"1 4'-3 1/4"19 A36

p168 PL1/2"X9 3/8"1 1'-4 3/4"22 A36

m1 HSS6X6X5/82 0'-11"36 A500-GR.B-

p35 FL5/8"X3"1 2'-9 1/8"18 A572-50

p40 FL5/8"X3"1 4'-1"26 A572-50

p139 FL5/8"X3"2 2'-5 3/4"16 A572-50

BP6 PL1 1/2"X18"1 3'-0"276 A572-GR.50

w17 W18X1191 2'-10 3/8"342 A992

TOTAL WEIGHT THIS DRAWING 2086

1 For Fabrication 08/23/2017

A For Approval 07/19/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 41A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 79: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

11

16

/

1'-112/

13

4/

AROUNDTYPICAL ALL

33

16

/

12

12

A

A

HSS6X6X58/ x 13'-2

27

16

/

1'-10716/

15

8/

9'-912/

11

8/

1'-6116/

31

4/1

18/

1'-81'-412/

27

16

/

27

16

/1

18/

27

16

/A - A

MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

41A1

Qty. In Assembly

HSS6X6X5/8 A500-GR.B-46 1 13'-2" 3470 524

Page 80: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

112/1'-312/

1316/Ø

1'-312/

L6X4X58/ x 2'-10

31

2/

112/

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

41M 5 L6X4X5/8 2'-10"283 A36 SQ-2

m17 ROD7/8"15 0'-10"9 A307

7/8_HEAVY_HEX_NUT30 1

TOTAL WEIGHT THIS DRAWING 292

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 41M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 81: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

538/

3'-5

1316/ "ØØ 1'-178/

6'-3

13

16

/

A

A

HSS4X4X38/ x 6'-31316/

112/

2

112/

11

2/0

5'-91316/

5'-1

15

16

/

1'-2

1'-2

RD

3

6'-2

516

/

1'-9

5'-1

15

16

/

1'-958/

2'-1

15

8/

2

FL12/ "X2 x 1'-9p28

FL12/ "X2 x 1'-9p28

FL12/ "X2 x 1'-9 58/p90

FL12/ "X2 x 1'-9 58/p90

17

16

/1

18/

17

16

/

17

16

/1

716

/1

18/

2'-012/2'-038/

1

A - A

516/516/516/

516/

12

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 42A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

42A 1 HSS4X4X3/8 6'-3 13/16"103 A500-GR.B- SQ-2

p28 FL1/2"X2"2 1'-9"6 A572-GR.50

p90 FL1/2"X2"2 1'-9 5/8"6 A572-GR.50

3/4"Ø A307 BOLT 0'-5" Site3

TOTAL WEIGHT THIS DRAWING 115

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 82: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

7'-3916/

4

B

B

HSS4X4X38/ x 14'-1178/

PL1"X27 12/ x 4'-11 14/p16

71516

/

214/

10.7

12

7'-434/

618/

112/

A

A

1316/Ø

8'-4516/

1316/Ø

A

A

5'-1

116

/

2

516/ 2038/516/ 2038/

516/ 2038/516/ 2038/

FL12/ "X2 x 1'-9p28 (B/S) FL12/ "X2 x 3'-7 34/

p27 (B/S)

6'-1716/

FL12/ "X2 x 1'-9p28 (B/S)

8

1516/ " HOLES

2

1'-938/

2'-4

12/

2

2'-4

12/

3

112/

2

2'-6

12/

2'-6

12/

7'-1618/

1'-938/7'-21316/

3

FL12/ "X2 x 1'-9p28

FL12/ "X2 x 1'-9p28

3'-434/ 1'-178/

17

16

/

FL12/ "X2 x 3'-7 34/p27

FL12/ "X2 x 1'-9p28

1'-978/FL12/ "X2 x 3'-7 34/p27

FL12/ "X2 x 1'-9p28

FOR CLAIRITYPLATE NOT SHOWN

2'-0716/

2'-012/

5'-11116/ N.S. SLOT1'-91316/

1'-2 2'-1916/

5'-1134/ F.S. SLOT

1'-93'-734/1'-9

17

16

/1

18/

17

16

/

17

16

/

11

8/

11

8/1

716

/

17

16

/

516/516/

A - A

12

1

516/516/

B - B

2'-4

12/

1

516/516/

516/516/

2'-4

12/

PL1"X27 12/ x 4'-11 14/p16

4 21

Tekla

Str

uctu

res

NO-PAINT ENTIRE BRACE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

43A 1 HSS4X4X3/8 14'-11 7/8"244 A500-GR.B- SQ-2

p16 PL1"X27 1/2"1 4'-11 1/4"282 A36

p27 FL1/2"X2"2 3'-7 3/4"12 A572-GR.50

p28 FL1/2"X2"4 1'-9"6 A572-GR.50

3/4"Ø A307 BOLT 0'-5" Site3

TOTAL WEIGHT THIS DRAWING 544

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 43A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 83: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

31

2/

3

3

1516/ "ØØ

3

3

PL18/ "X10 18/ x 8'-7 14/p150 (BEND)

A

ATOP SURFACENO PAINT

3

1516/ "ØØ

31

2/3

8'-714/

2

W18X119 x 8'-714/

8'-214/2

RD

33

3

4'-214/ 6'-3

58/

p168

2'-138/ 2'-1

38/

0

p168p150

12/

2'-358/

A - A

518/

11

8/1

'-4

34/

PL18/ "X10 18/ x 8'-7 14/p150 (BEND) 18/ 2"@6

PL12/ "X9 38/ x 1'-4 34/p168

516/516/

11

8/

12/

51

4/

938/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 44A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

44A 1 W18X119 8'-7 1/4"1028 A992 SQ-2

p168 PL1/2"X9 3/8"2 1'-4 3/4"22 A36

p150 PL1/8"X10 1/8"1 8'-7 1/4"38 Steel_Unde

TOTAL WEIGHT THIS DRAWING 1087

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
COORDINATE GUARDRAIL LOCATIONS
Page 84: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

112/

A

A

1316/ "ØØ

1316/ "ØØ

FL12/ "X2 x 1'-9p28 (B/S)

FL12/ "X2 x 1'-9 58/p90 (B/S)

22

HSS4X4X38/ x 7'-718/

3

7'-5

58/

7'-118/

7'-2

58/

112/

11

2/0

1'-2

7'-7

18/

1'-958/

6'-5

18/

1'-8916/

4'-7

916

/

1'-9

2'-1

1

1'-2

1'-2

RD

2'-012/

FL12/ "X2 x 1'-9p28

17

16

/

FL12/ "X2 x 1'-9 58/p90

FL12/ "X2 x 1'-9p28

FL12/ "X2 x 1'-9 58/p90

2'-012/ SLOT AT FS

17

16

/1

18/

17

16

/

11

8/1

716

/

2'-158/ SLOT AT NS

A - A

2

516/516/516/

516/

11

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

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NO PAINT ENTIRE BRACE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

45A 1 HSS4X4X3/8 7'-7 1/8"124 A500-GR.B- SQ-2

p28 FL1/2"X2"2 1'-9"6 A572-GR.50

p90 FL1/2"X2"2 1'-9 5/8"6 A572-GR.50

3/4"Ø A307 BOLT 0'-5" Site3

TOTAL WEIGHT THIS DRAWING 136

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 45A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 85: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

m1

HSS6X6X58/ x 0'-11m1 p56

FL58/ "X3 x 4'-1p40 @ FS

FL12/ "X6 12/ x 0'-6 12/p56

J

J

1'-7

No

rth

3'-238/

11

2/

W18X119 x 2'-10 38/w17

12/

14/14/

38/ 2012/38/ 2012/

14/

FL12/ "X4 34/ x 0'-4 34/p44 (B.U.B.)

p44(B.U.B.)

E

E

3

PL1"X30 1516/ x 4'-3 1516/p14

12/ 32516/12/ 23516/

AA

BB

FF

PL1"X29 14/ x 4'-1 14/p24

31

2/

38/ 2012/38/ 2012/

14/45°

CJPTYP

14/

38/ 1018/38/ 1018/

38/ 1018/38/ 1018/

C

C

D

D

2'-5

14/

14/14/

GG

PL1"X15 x 1'-9 12/p13

3

HH

K

K

2'-6

15

16

/

1516/

1516/

M

M

12/ 1934/12/ 1934/

58/ 1978/58/ 1978/

2'-1038/

31

2/

4'-2

6

12/

1516/Ø

612/612/

14/

11

34/

11

14/

3112/ 112/

13

'-4

14/

4

21'-912/

1'-1812/

1'-7

34/

3'-014/1'-1

23 4/

4'-31516/

3'-111516/4

2'-81516/

1'-7

33

1'-9

12/

1'-01516/

4'-11 34/

33

1'-8

2'-5

34/

4'-114/

3'-89 16/

88

12/

13

'-2

14/ (

HS

S6

X6

X5

8/ x

13

'-2

")

1'-4

34/

11916/ RD3

11

916

/

1'-2

916

/

33

32

'-1

07

16

/

53

4/

33

3

C - C

1

38/38/

812/

FL1"X8 12/ x 1'-6 78/p18

p18

812/

4412/

p18

A - A

PL1 12/ "X18 x 3'-0BP7

1 1516/Ø

10

p20

10

p19

1'-11

10

3'-0

1'-6

PL1"X29 14/ x 4'-1 14/p24

SLOTS IN TUBESEE SINGLE PART DRAWING FOR

3

1'-1

3

31

'-0

3

99

812/10712/

10

F - F

112/

516/516/

516/516/

FL58/ "X3 x 2'-5 34/p38

p38

3112/

D - D

p57

4

2

FL1"X8 12/ x 1'-8 14/p19

p19

812/1812/

2

4412/

55

8/

B - B

PL1"X15 x 1'-9 12/p13

W18X119 x 2'-10 38/w17

PL1"X8 1316/ x 1'-3p96

FL12/ "X6 12/ x 0'-6 12/p56 CENTERED

PL18/ "X10 18/ x 3'-6 18/p151

14/

PL12/ "X9 38/ x 1'-4 34/p168

PL18/ "X10 18/ x 3'-6 18/p206

55

8/

3'-618/

1'-1018/1'-8334/

12/

E - E

38/38/

p20FL1"X8 12/ x 0'-8 34/p20

812/1812/

4412/

H - H

PL1"X8 1316/ x 1'-3p96

PL1"X15 x 1'-9 12/p13

211

16

/

12/ 1512/12/ 1512/

38/38/

12/ 1512/12/ 1512/

1'-1812/

21116/

35

16

/

3516/

516

/6

6

G - G

p40

516/516/

p14

p58

516/516/

2

FL58/ "X3 x 2'-6 12/p34

112/

4

2

3112/

J - J

33

12/

33

p13

18/

1

FL58/ "X3 x 2'-6 12/p34FL58/ "X3 x 4'-1

p40 118/2716/

1'-6

15

16

/

51

4/

4'-1

2'-6

12/

6558/

518/

3

14/45°

CJPTYP

K - K

p24

p44(B.U.B.)

p38p38

BP7

1'-8

SLO

T1

4/

11

8/

M - M

18/ 2"@6

p151

PL12/ "X9 38/ x 1'-4 34/p168

1'-4

34/

516/516/

518/

51

4/

12/

11

8/

938/

Tekla

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NO PAINT ENTIRE COLUMN

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

46A 1 HSS6X6X5/8 13'-2"524 A500-GR.B- SQ-2

p13 PL1"X15"1 1'-9 1/2"91 A36

p14 PL1"X30 15/16"1 4'-3 15/16"332 A36

p18 FL1"X8 1/2"2 1'-6 7/8"36 A36

p19 FL1"X8 1/2"2 1'-8 1/4"38 A36

p20 FL1"X8 1/2"2 0'-8 3/4"18 A36

p24 PL1"X29 1/4"1 4'-1 1/4"263 A36

p44 FL1/2"X4 3/4"3 0'-4 3/4"3 A36

p56 FL1/2"X6 1/2"3 0'-6 1/2"6 A36

p57 PL1/2"X2 3/4"1 0'-4"2 A36

p58 FL1/2"X4"1 1'-0 15/16"7 A36

p96 PL1"X8 13/16"1 1'-3"37 A36

p151 PL1/8"X10 1/8"1 3'-6 1/8"15 A36

p168 PL1/2"X9 3/8"1 1'-4 3/4"22 A36

m1 HSS6X6X5/82 0'-11"36 A500-GR.B-

BP7 PL1 1/2"X18"1 3'-0"276 A572-50

p34 FL5/8"X3"1 2'-6 1/2"16 A572-50

p40 FL5/8"X3"1 4'-1"26 A572-50

p38 FL5/8"X3"2 2'-5 3/4"16 A572-GR.50

w17 W18X1191 2'-10 3/8"342 A992

p206 PL1/8"X10 1/8"1 3'-6 1/8"15 Steel_Unde

TOTAL WEIGHT THIS DRAWING 2125

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 46A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

david.hollinger
Rectangle
christian.castro
Rectangle
christian.castro
Callout
STIFFENERS TO MATCH TOP OF GUSSET
david.hollinger
Rectangle
christian.castro
Text Box
NOTE THAT ALL CJP WELDS TO BE DEMAND CRITICAL WELDS IN ACCORDANCE WITH AISC 341-10, PER SHEET 97S-506, SHEET NOTE 2.
Page 86: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

13

8/

HSS6X6X58/ x 13'-2A

A

1'-5SLOT AT NS

3

12

12

15

8/

1'-51516/

31

4/1

58/

1'-1058/9'-9716/

11

8/

27

16

/1

18/

27

16

/

11

8/

11

8/ 11

8/27

16

/

15

8/

27

16

/

1'-8

31

4/

27

16

/

A - A

Tekla

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MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

46A1

Qty. In Assembly

HSS6X6X5/8 A500-GR.B-46 1 13'-2" 3470 524

Page 87: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

31

2/

1316/ "Ø

L6X4X58/ x 11

4

1316/Ø

21

2/1

12/

112/8112/

FL58/ "X4 x 0'-8p117

916

/

112/

516/1-SIDE ONLY

613

16

/

29.56°

12

212/

11 2/

3

31 2/

61516/

41

2/

Tekla

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PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 46M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

46M 3 L6X4X5/8 0'-11"55 A36 SQ-2

p117 FL5/8"X4"3 0'-8"17 A36

m13 ROD3/4"6 0'-10"4 A307

3/4_HEAVY_HEX_NUT12 1

TOTAL WEIGHT THIS DRAWING 76

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 88: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

PL58/ "X8 1316/ x 0'-10 38/p78

3

PL12/ "X9 38/ x 1'-4 34/p168

3

3

PL58/ "X5 516/ x 1'-4 34/p79 (B/S)

11

12/

14'-1316/

14

'-3

316

/

3

1 116/Ø

PL58/ "X5 516/ x 1'-4 34/p79 (B/S)

PL58/ "X5 516/ x 1'-4 34/p79 (B/S)

PL58/ "X5 516/ x 1'-4 34/p79 (B/S)

B

B

PL12/ "X9 38/ x 1'-4 34/p168

31

2/

A

A

1 116/Ø

W18X119 x 14'-5316/

PL34/ "X5 116/ x 0'-10p125 (B/S)

PL58/ "X8 1316/ x 0'-10 38/p78(B/S)

PL34/ "X5 116/ x 0'-10p125 (B/S)

C

C

PL12/ "X9 38/ x 1'-4 34/p168

PL12/ "X9 38/ x 1'-4 34/p168

38/38/

TYP

PL18/ "X10 18/ x 7'-3p152

31

2/

11'-3RD

3

33

2

20

11

12/

2

3'-738/ 14

'-5

316

/

PL34/ "X5 116/ x 0'-10p125

3'-2316/

5'-438/ 12

'-0

18/

PL58/ "X8 1316/ x 0'-10 38/p78

7'-238/ 7'-2

38/

0

111116/

PL12/ "X9 38/ x 1'-4 34/p168

1'-538/ 13

'-5

12/

PL34/ "X5 116/ x 0'-10p125

3'-738/

4'-214/ 6'-7

34/

PL58/ "X8 1316/ x 0'-10 38/p78

1058/ 8'-1

PL12/ "X9 38/ x 1'-4 34/p168

PL18/ "X10 18/ x 3'-2 316/p153

PL18/ "X10 18/ x 7'-3p152

PL12/ "X9 38/ x 1'-4 34/p168

3'-2

PL12/ "X9 38/ x 1'-4 34/p168

PL58/ "X8 1316/ x 0'-10 38/p78

PL58/ "X8 1316/ x 0'-10 38/p78

2'-512/ 2'-5

12/

RD

3'-2 10

'-9

13

16

/

7'-71316/ 7'-7

13

16

/

0

1058/ 11

'-3

2'-338/ 10

'-4

38/

7'-71316/

PL18/ "X10 18/ x 7'-3p152

C - C

38/38/

TYP

18/PL12/ "X9 38/ x 1'-4 34/p168

12/518/

11

8/1

'-4

34/

11

8/

A - A

38/38/

TYP

PL34/ "X5 116/ x 0'-10p125

14/45°

CJPTYP

3

PL58/ "X8 1316/ x 0'-10 38/p78PL58/ "X8 1316/ x 0'-10 38/

p78

PL34/ "X5 116/ x 0'-10p125

3

33

758/758/

11

12/

71

2/

33

PL58/ "X5 516/ x 1'-4 34/p79

PL58/ "X5 516/ x 1'-4 34/p79

B - B

38/38/

TYP

11

8/

38/38/

TYP

1'-4

34/

11

8/

5516/

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Tekla

Str

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W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

47A 1 W18X119 14'-5 3/16"1724 A992 SQ-2

p78 PL5/8"X8 13/16"4 0'-10 3/8"15 A36

p79 PL5/8"X5 5/16"8 1'-4 3/4"16 A36

p125 PL3/4"X5 1/16"4 0'-10"10 A36

p152 PL1/8"X10 1/8"1 7'-3"32 A36

p153 PL1/8"X10 1/8"1 3'-2 3/16"14 A36

p168 PL1/2"X9 3/8"4 1'-4 3/4"22 A36

1"Ø A325X_TC BOLT 0'-3 1/4" Site5

1"Ø A325X_TC BOLT 0'-2 3/4" Site5

TOTAL WEIGHT THIS DRAWING 1833

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 47A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

david.hollinger
Rectangle
christian.castro
Text Box
COORDINATE GUARDRAIL LOCATIONS
david.hollinger
Rectangle
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1316/Ø

31

2/

L6X4X58/ x 2'-1158/

11316/1'-41'-411316/

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

47M 4 L6X4X5/8 2'-11 5/8"237 A36 SQ-2

m13 ROD3/4"12 0'-10"5 A307

3/4_HEAVY_HEX_NUT24 1

TOTAL WEIGHT THIS DRAWING 242

Tekla

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res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 47M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 90: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

28'-5

38/38/

TYP

14/45°

CJPTYP

W18X86 x 1'-9 12/w71

1'-638/ 27

'-9

12/

FL58/ "X5 x 1'-3p108

FL58/ "X5 x 1'-3p108

North

38/38/

14/45°

CJPTYP

1'-1012/NO PAINT

-1

'-10

12/ 2

12/

B

B

FL34/ "X5 14/ x 1'-4 38/p124 (B/S)

D

D

1'-638/ 17

'-6

11

16

/

B

B

E

EPL58/ "X5 x 1'-3 14/p106

C

C

A

A

1'-438/

14/45°

CJPTYP

38/38/

12/

38/38/

38/38/

1'-9

12/

38/38/

G

G

PL12/ "X13 78/ x 1'-3 14/p61

1 116/ "Ø

+1

1'-5

34/

+2

6'-6

12/

48AW14X132 x 28'-3

1 1

21

2/

21

2/

3116/14'-01116/

26

'-11

15

16

/

11'-1114/

11

'-11

14/

RD

112/

1716/14/

512/

28

'-3

7'-111316/ 26

'-3

18/

858/ 18

'-3

516

/3

12/

2'-9916/ 16

'-0

516

/

1'-7 13

'-2

34/

11'-734/ 11

'-7

34/

312/

34/

12/1'-6

34/ 58/ 12/1'-538/12/

312/

12/

10'-8516/17'-61116/

3

27

'-2

15

16

/

3

27

'-5

15

16

/

3

27

'-8

15

16

/

3

27

'-11

15

16

/

3

12

'-2

14/

3

12

'-5

14/

3

12

'-8

14/

3

12

'-11

14/

71

16

/10

15

16

/

p123

p48

W18X86 x 1'-9 12/w71

PL58/ "X12 116/ x 1'-5 38/p72

p48

93

8/

p48

p123

p123

p48

p123

p128

p128

1 116/ "Ø

7'-111316/

26

'-3

18/

1 116/Ø

858/

18

'-3

516

/

PL58/ "X10 916/ x 1'-5 38/p102

PL58/ "X12 116/ x 1'-6p143

3

27

'-0

14/

p48

p48

p48

FL58/ "X5 x 1'-3p108 (B/S)

p48

26'-614/

26

'-6

14/

RD

97

8/

12/

13'-7 26

'-6

14/

11'-1114/ 11

'-1

11

4/

97

8/

834/

834/

12/

314/

312/ 314/

1'-638/

27

'-9

12/

1'-638/

17

'-6

11

16

/

2'-9916/

16

'-0

516

/

1'-7

13

'-2

34/

11'-734/

11

'-7

34/

512/

12/1'-612/

28'-3

112/

3

26

'-9

14/

3

27

'-3

14/

3

27

'-6

14/

3

26

'-9

14/

3

27

'-0

14/

3

27

'-3

14/

3

27

'-6

14/

3

12

'-2

14/

3

12

'-5

14/

3

12

'-8

14/

3

12

'-11

14/

11

16

/

E - E

FL58/ "X7 x 1'-0 12/p128

21

4/

516/516/

TYP

FL58/ "X7 x 1'-0 12/p128

134/3516/

1'-0

12/

11

16

/

7

39

16

/6

58/

11516/

B - B

PL12/ "X7 116/ x 1'-0 12/p48

516/516/

738/

516/516/

7

PL12/ "X7 116/ x 1'-0 12/p48

516/516/

TYP

11

16

/

FL58/ "X5 x 1'-3p108

FL58/ "X5 x 1'-3p108

1 116/Ø

1 116/Ø

1 116/ "Ø

75

8/

75

16

/5

16

/

11

16

/1

'-0

12/

516/

7116/

21

2/2

12/

G - G

38/

PL12/ "X13 78/ x 1'-3 14/p61

14/

516/

516/

38/38/

1'-314/

758/758/

1'-1

78/

38/

C - C

738/

FL34/ "X7 x 1'-0 18/p123

p124

p124

FL34/ "X5 14/ x 1'-4 38/p124

p124

FL34/ "X7 x 1'-0 18/p123

p124

p124

14/

514/

615

16

/5

38/

53

8/

738/

HOLES2"AROUNDNO PAINT

D - D

FL34/ "X7 x 1'-0 18/p123

11

4/

FL34/ "X7 x 1'-0 18/p123

31

2/

W18X86 x 1'-9 12/w71

1 116/ "Ø

1'-0

18/

10

15

16

/

11

4/

738/738/

234/234/

71

16

/

A - A

1 316/Ø

516/516/

38/38/

4

PL1 12/ "X16 x 1'-4BP2 38/

38/

6 6

4

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

ALL HOLES ARE 1316/ UON

Tekla

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W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

48A 1 W14X132 28'-3"3730 A992 SQ-2

p48 PL1/2"X7 1/16"8 1'-0 1/2"12 A36

p61 PL1/2"X13 7/8"1 1'-3 1/4"30 A36

p72 PL5/8"X12 1/16"1 1'-5 3/8"35 A36

p102 PL5/8"X10 9/16"1 1'-5 3/8"31 A36

p106 PL5/8"X5"1 1'-3 1/4"13 A36

p108 FL5/8"X5"2 1'-3"13 A36

p123 FL3/4"X7"4 1'-0 1/8"17 A36

p124 FL3/4"X5 1/4"6 1'-4 3/8"17 A36

p128 FL5/8"X7"2 1'-0 1/2"15 A36

p143 PL5/8"X12 1/16"1 1'-6"36 A36

BP2 PL1 1/2"X16"1 1'-4"109 A572-50

w71 W18X861 1'-9 1/2"154 A992

TOTAL WEIGHT THIS DRAWING 4213

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 48A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

christian.castro
Text Box
SEE COLUMN - 5A FOR SIMILAR COMMENTS
david.hollinger
Rectangle
Page 91: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

L6X4X58/ x 2'-1158/

138/

1316/Ø

31

2/

31

2/

21'-41'-414/

Tekla

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PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 48M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

48M 1 L6X4X5/8 2'-11 5/8"59 A36 SQ-2

m17 ROD7/8"3 0'-10"2 A307

7/8_HEAVY_HEX_NUT6 0

TOTAL WEIGHT THIS DRAWING 61

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 92: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

6

3

PL1"X15 x 1'-5p12

FL12/ "X6 12/ x 0'-7p62 CENTERED

B

B

North

-1

'-10

12/

A

A

PL1"X8 1316/ x 1'-3p68

EL11'-534/

73

4/

12/112/ HSS6X6X38/ x 13'-214/

11'-1114/

11

'-11

14/

RD

31

2/

7

13'-414/

11

8/1

78/

6

31

2/

37

8/3

78/

3

12

'-2

14/

3

12

'-5

14/

3

12

'-8

14/

3

12

'-11

14/

11'-1114/ 11

'-11

14/

1'-1012/ NO PAINT

33

12

'-8

14/

51

8/

31

4/

3

12

'-8

14/

PL1"X8 1316/ x 1'-3p68

C

C

3

12

'-2

14/

11'-1114/

11

'-11

14/

RD

1 116/ "Ø

PL1"X15 x 1'-5p12

FL18/ "X7 34/ x 0'-10 18/p71

3

12

'-5

14/

61

2/

31

4/

3

12

'-5

14/

6

112/

15

8/1

18/

514/

12/

11

'-11

34/

3

12

'-11

14/

12/

212/

12

'-2

14/

3

12

'-11

14/

1'-5 THRU SLOT

1'-5 SLOT @ NS

A - A

5PL1 12/ "X14 x 1'-2BP4

5

1 316/Ø

516/

5

5

B - B

12/12/

PL1"X15 x 1'-5p12

12/12/

6

38/38/

PL1"X8 1316/ x 1'-3p68

6

516

/

35

16

/2

11

16

/

516/

FL12/ "X6 12/ x 0'-7p62

C - C

6

14/

p71

312/312/

7

31

4/3

14/

61

2/

6

312/312/

Tekla

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1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

50A 1 HSS6X6X3/8 13'-2 1/4"340 A500-GR.B- SQ-2

p12 PL1"X15"1 1'-5"72 A36

p62 FL1/2"X6 1/2"1 0'-7"6 A36

p68 PL1"X8 13/16"1 1'-3"37 A36

p71 FL1/8"X7 3/4"1 0'-10 1/8"3 A36

BP4 PL1 1/2"X14"1 1'-2"83 A572-50

TOTAL WEIGHT THIS DRAWING 543

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 50A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

david.hollinger
Rectangle
christian.castro
Text Box
SEE COLUMN - 1A FOR SIMILAR COMMENTS
Page 93: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

HSS6X6X38/ x 13'-214/

A

A

1'-5SLOT AT NS

15

8/3

14/

11

8/

1'-5

1'-5

31

4/1

58/

11

8/

A - A

HSS6X6X3/8 A500-GR.B-46 1 13'-2 1/4" 3608 340

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MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

50A1

Qty. In Assembly

Page 94: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

1 116/Ø 1 116/

Ø

3

A

A

9

31

2/

PL18/ "X10 18/ x 9'-5p156 (BEND)

TOP SURFACENO PAINT

33

12/

W18X119 x 9'-52

3

91

4/

14/

33

33

p168p156 p168

PL14/ "X2 78/ x 0'-2 78/p1

14/14/

538/2'-10516/ 6'-1516/

18/ 2"@6

A - A

PL18/ "X10 18/ x 9'-5p156

11

8/

PL12/ "X9 38/ x 1'-4 34/p168

516/516/

51

4/

1'-4

34/

PIPE2-12/ STD x 0'-9m20

PL14/ "X2 78/ x 0'-2 78/p1 (ROUND)

12/518/

11

8/

Tekla

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W

F x

x

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 51A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

51A 1 W18X119 9'-5"1125 A992 SQ-2

p1 PL1/4"X2 7/8"1 0'-2 7/8"0 A36

p156 PL1/8"X10 1/8"1 9'-5"41 A36

p168 PL1/2"X9 3/8"2 1'-4 3/4"22 A36

m20 PIPE2-1/2STD1 0'-9"4 A53-GR.B

1"Ø A325X_TC BOLT 0'-3 1/4" Site10

TOTAL WEIGHT THIS DRAWING 1193

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

david.hollinger
Rectangle
christian.castro
Text Box
COORDINATE GUARDRAIL LOCATIONS
Page 95: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-334/

1316/Ø

112/

31

2/L6X4X58/ x 2'-1012/

1'-334/112/

Tekla

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PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 51M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

51M 4 L6X4X5/8 2'-10 1/2"229 A36 SQ-2

m13 ROD3/4"12 0'-10"5 A307

3/4_HEAVY_HEX_NUT24 1

TOTAL WEIGHT THIS DRAWING 234

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 96: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

FL58/ "X3 x 2'-7 34/p32 @ FS

M

M

HSS6X6X58/ x 0'-11m1 m1

FL12/ "X4 34/ x 0'-4 34/p44 (B.U.B.)

3

p56

13

'-2

14/ (

HS

S6

X6

X5

8/ x

13

'-2

")

FL12/ "X6 12/ x 0'-6 12/p56

2'-7316/

D

D

3

FL58/ "X3 x 2'-5 14/p33 @ NS

14/

3

No

rth

4'-0

34/

12/ 25316/12/ 25316/

p44(B.U.B.)

2

612/

AA

58/ 2058/ 20

1'-6

12/

BB

J

J

HH

38/ 1914/38/ 1914/

38/38/

38/ 1914/38/ 1914/

14/45°

CJPTYP

14/

12/ 16116/12/ 16116/

FL12/ "X1 12/ x 0'-4p59

FL12/ "X4 x 0'-4 78/p60

1 116/Ø

38/38/

14/14/

C

C

E

E

FF

GG

312/

K

K

1516/

1516/

12/

4'-2

PL1"X32 12/ x 3'-3 34/p142

PL1"X34 x 4'-0 316/p25

PIPE2-12/ STD x 0'-9m20

PL14/ "X2 78/ x 0'-2 78/p1 (ROUND)

18/

14/

11

14/

11

34/

1'-8

2'-612/

47

8/

88

3

612/

12/

11

2/

4'-0316/

13

'-4

14/

11

34/

3 38/

1'-8

2'-212/

1'-0

8

2'-10

1'-5

3'-8 14/

1'-4

1'-7

2'-8

12/

31

2/3

3

11 2/

2 1116/

4

1'-912/

812/1'-1

3

3'-014/

6

1'-8

14/

2'-6

2'-11316/

3'-334/

91

4/ 91

4/

33

33

C - C

1

p22

FL1"X8 12/ x 1'-0 12/p22

p25

38/38/

38/38/

1'-0

12/ 81

2/

812/812/

4

4412/

A - A

1'-7

9

1'-6

1'-5

p21

PL1 12/ "X18 x 3'-0BP5

36

p22

FL12/ "X4 x 0'-4 78/p60

2

p23

PL1"X34 x 4'-0 316/p25

812/

36

3'-0

11712/

2

4

33 10 10 10

FL58/ "X3 x 2'-6p36

F - F

p36

2

516/516/

516/516/

31

D - D

4

38/38/

p21

FL1"X5 12/ x 1'-8p21

p36p36

112/

38/38/

p25

1'-4

4

1'-8

512/

FL12/ "X6 12/ x 0'-6 12/p56 CENTERED

B - B

W18X119 x 2'-2 12/w18

9516/

2'-1038/

PL1"X8 1316/ x 1'-3p96

PL18/ "X10 18/ x 2'-10 38/p157

PL12/ "X9 38/ x 1'-4 34/p168

p168

55

8/5

58/ 12/

75

16

/11516/578/

51

8/

33

J - J

FL58/ "X3 x 2'-5 14/p33

FL58/ "X3 x 2'-7 34/p32

p56

3

p13

p142

1'-5

SLO

T

1916/

6

1316/

3

1'-6

15

16

/1

'-8

38/

SLO

T

3

1'-7

12/

2'-5

14/

2716/118/

558/

H - H

m20

PL1"X8 1316/ x 1'-3p96

PL1"X15 x 1'-9 12/p13

38/38/

12/3-SIDES

12/ 1512/12/ 1512/

12/ 1512/12/ 1512/

516

/

516/516/

6p1

1'-912/

812/1'-1

6

1'-3

12/

E - E

812/812/

p23p25

FL1"X8 12/ x 1'-3 12/p23

38/38/

1

11

12/

4

4412/

G - G

3

516/516/

516/516/

FL12/ "X1 12/ x 0'-4p59

p33

p32

p142

112/112/

4

22

K - K

p44(B.U.B.)

14/45°

CJPTYP

p25

118/2716/

M - M

516/516/

12/ PL18/ "X10 18/ x 2'-10 38/p157

PL12/ "X9 38/ x 1'-4 34/p168

m20 11

8/1

'-4

34/

11

8/

51

4/

518/

938/

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NO PAINT ENTIRE COLUMN

SLOTS IN TUBESEE SINGLE PART DRAWING FOR PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 53A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

53A 1 HSS6X6X5/8 13'-2"524 A500-GR.B- SQ-2

p1 PL1/4"X2 7/8"1 0'-2 7/8"0 A36

p13 PL1"X15"1 1'-9 1/2"91 A36

p21 FL1"X5 1/2"2 1'-8"27 A36

p22 FL1"X8 1/2"2 1'-0 1/2"25 A36

p23 FL1"X8 1/2"2 1'-3 1/2"30 A36

p25 PL1"X34"1 4'-0 3/16"263 A36

p44 FL1/2"X4 3/4"3 0'-4 3/4"3 A36

p56 FL1/2"X6 1/2"3 0'-6 1/2"6 A36

p59 FL1/2"X1 1/2"1 0'-4"1 A36

p60 FL1/2"X4"1 0'-4 7/8"3 A36

p96 PL1"X8 13/16"1 1'-3"37 A36

p142 PL1"X32 1/2"1 3'-3 3/4"258 A36

p157 PL1/8"X10 1/8"1 2'-10 3/8"12 A36

p168 PL1/2"X9 3/8"2 1'-4 3/4"22 A36

m20 PIPE2-1/2STD1 0'-9"4 A53-GR.B

m1 HSS6X6X5/82 0'-11"36 A500-GR.B-

BP5 PL1 1/2"X18"1 3'-0"276 A572-50

p32 FL5/8"X3"1 2'-7 3/4"17 A572-50

p33 FL5/8"X3"1 2'-5 1/4"16 A572-50

p36 FL5/8"X3"2 2'-6"16 A572-50

w18 W18X1191 2'-2 1/2"264 A992

TOTAL WEIGHT THIS DRAWING 1933

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Rectangle
christian.castro
Callout
STIFFENER TO MATCH TOP OF GUSSET PLATE
christian.castro
Text Box
NOTE THAT ALL CJP WELDS TO BE DEMAND CRITICAL WELDS IN ACCORDANCE WITH AISC 341-10, PER SHEET 97S-506, SHEET NOTE 2.
Page 97: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-5

3

TYP ALL AROUND

A

A

1245°

12

13

8/

HSS6X6X58/ x 13'-21

58/

9'-101116/

1'-814/2

716

/

1'-61516/1'-838/

1'-51

18/

27

16

/

15

8/1

18/

31

4/

31

58/

27

16

/

13

8/

11

8/2

716

/

27

16

/1

18/

27

16

/

1'-5

1'-814/

A - A

Tekla

Str

uctu

res

MARK SIZE GRADE QTY. LENGTH AREA WEIGHTDETAIL OF: REVISION DATE

17-411

COLUMN PART108/24/2017

SHEET NUMBER

JOB NUMBER

CHECKED DATE:

DRAWN:

CHECKED:

JIM

JIM

HEAVY EQUIPMENT MAINTENANCE BUILDING

SACRAMENTO, CALIFORNIA

CAPITOL DETAILING CO.

8850 GREENBACK LN.

SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

GOLDEN STATE STEEL2250 S GOLDEN STATE BLVD

FOWLER, CA 93625

PH (559) 834-6209

53A1

Qty. In Assembly

HSS6X6X5/8 A500-GR.B-46 1 13'-2" 3470 524

Page 98: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

L6X4X58/ x 4'-458/

134/

11

2/

L6X4X38/ x 0'-4 12/a45

211

16

/

L6X4X38/ x 0'-4 12/a36

2

212/

11

2/

2

33

4/

33

4/

134/

14/

3'-818/212/

23

4/2

14/

212/

21

2/

21

2/

212/

4'-518/

214/214/

Tekla

Str

uctu

res

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 53M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

53M 6 L6X4X5/8 4'-4 5/8"525 A36 SQ-2

a36 L6X4X3/86 0'-4 1/2"28 A36

a45 L6X4X3/86 0'-4 1/2"28 A36

24 3/4"Ø A325SC BOLT 0'-2 1/4"4

3/4"Ø A325SC BOLT 0'-2 3/4" Site12

3/4"Ø A325SC BOLT 0'-2 1/2" Site12

TOTAL WEIGHT THIS DRAWING 584

Page 99: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

4'-1118/

HSS4X4X38/ x 5'-518/

A

A1316/ "Ø

Ø

1316/ "ØØ

FL12/ "X2 x 3'-1 18/p29 (B/S)

1'-2

3

3'-118/1'-2

22

112/112/

2'-012/SLOT AT NS

FL12/ "X2 x 3'-1 18/p29

FL12/ "X2 x 3'-1 18/p29

2'-138/SLOT AT FS

2'-138/ SLOT AT NS

2'-012/ SLOT AT FS

2

A - A

1

516/516/

516/516/

1

Tekla

Str

uctu

res

NO PAINT ENTIRE BRACE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 54A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

54A 1 HSS4X4X3/8 5'-5 1/8"88 A500-GR.B- SQ-2

p29 FL1/2"X2"2 3'-1 1/8"11 A572-GR.50

3/4"Ø A307 BOLT 0'-5" Site3

TOTAL WEIGHT THIS DRAWING 99

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 100: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

14/

TOP SURFACENO PAINT

L6X4X58/ x 4'-458/

L6X4X38/ x 0'-4 12/a36

3'-818/

2

11

4/

L6X4X38/ x 0'-4 12/a36

11

4/

212/

23

4/2

23

4/

33

4/

33

4/

134/212/134/

14/

3516/ 3516/

4'-518/

214/

21

2/

214/

21

2/

212/ 212/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

54M 7 L6X4X5/8 4'-4 5/8"612 A36 SQ-2

a36 L6X4X3/814 0'-4 1/2"32 A36

28 3/4"Ø A325SC BOLT 0'-2 1/4"4

3/4"Ø A325SC BOLT 0'-2 3/4" Site14

3/4"Ø A325SC BOLT 0'-2 1/2" Site14

TOTAL WEIGHT THIS DRAWING 649

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 54M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 101: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1316/Ø

3116/

1'-858/

1316/Ø

2'-6

1316

/

778/

B

B

A

A

PL1"X20 34/ x 5'-1 58/p17

5'-81116/

A

A

1516/

FL12/ "X2 x 1'-9 18/p92

5'-9116/

FL12/ "X2 x 1'-9 116/p30

2'-4

12/

HSS4X4X38/ x 12'-61316/

5'-112/

3

778/

3

2

2'-4

12/

5'-034/

4

1'-9

12

8.4

11316/

2

4716/

2 2

6'-714/

6'-714/ 412/

3116/

3

2'-6

38/

11

8/

FL12/ "X2 x 1'-9 116/p30

17

16

/

2'-012/THRU SLOT

FL12/ "X2 x 1'-9 18/p92

FL12/ "X2 x 3'-7 12/p31

FL12/ "X2 x 3'-7 12/p31

FL12/ "X2 x 1'-11 116/p91

FL12/ "X2 x 1'-11 116/p91

1'-0

5'-81116/

1'-11116/

5'-01516/ F.S. SLOT

1'-234/3'-712/

5'-818/

1'-10716/1'-9116/1'-2

17

16

/

1'-934/

17

16

/1

18/

17

16

/

5'-038/ N.S. SLOT1'-934/

2'-0716/ THRU SLOT

2

A - A

1

516/516/516/

516/

1

B - B

2'-4

12/

14/ 4014/14/ 4014/

PL1"X20 34/ x 5'-1 58/p17

14/

42

'-4

12/

12

1

Tekla

Str

uctu

res

NO PAINT ENTIRE BRACE

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

55A 1 HSS4X4X3/8 12'-6 13/16"204 A500-GR.B- SQ-2

p17 PL1"X20 3/4"1 5'-1 5/8"275 A36

p30 FL1/2"X2"1 1'-9 1/16"6 A572-GR.50

p31 FL1/2"X2"2 3'-7 1/2"12 A572-GR.50

p91 FL1/2"X2"2 1'-11 1/16"7 A572-GR.50

p92 FL1/2"X2"1 1'-9 1/8"6 A572-GR.50

3/4"Ø A307 BOLT 0'-5" Site3

TOTAL WEIGHT THIS DRAWING 510

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 55A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 102: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2

20

3

5'-5

1516/Ø

TOP SURFACENO PAINT

3

5

33

3

4'-9

5'-2

1516/Ø

A

A

31

2/

3

3

31

2/

33

3

W18X119 x 5'-7

5'-7

2

2'-7316/

PL18/ "X10 18/ x 5'-7p158

PL12/ "X9 38/ x 1'-4 34/p168

12/

2'-111316/

11

8/

A - A

516/516/

12/

18/ 2"@6

518/

PL18/ "X10 18/ x 5'-7p158

PL12/ "X9 38/ x 1'-4 34/p168

1'-4

34/

11

8/

51

4/

938/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 56A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

56A 1 W18X119 5'-7"667 A992 SQ-2

p168 PL1/2"X9 3/8"1 1'-4 3/4"22 A36

p158 PL1/8"X10 1/8"1 5'-7"24 Steel_Unde

TOTAL WEIGHT THIS DRAWING 713

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
COORDINATE GUARDRAIL LOCATIONS
Page 103: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

5'-1

13

8/

22

1316/ "ØØ

112/

A

A

1316/ "ØØ

HSS4X4X38/ x 6'-078/

5'-678/

5'-8

38/

112/

11

2/0

1'-2 1'-21'-9116/234/1'-9116/

17

16

/1

18/

FL12/ "X2 x 1'-9 116/p30

FL12/ "X2 x 1'-9 116/p30

FL12/ "X2 x 1'-9 116/p30

FL12/ "X2 x 1'-9 116/p30

17

16

/1

18/

17

16

/

2'-012/THRU SLOT 2'-0716/ THRU SLOT

17

16

/

A - A

1

516/516/

516/516/

21

Tekla

Str

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res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

57A 1 HSS4X4X3/8 6'-0 7/8"99 A500-GR.B- SQ-2

p30 FL1/2"X2"4 1'-9 1/16"6 A572-GR.50

3/4"Ø A307 BOLT 0'-5" Site3

TOTAL WEIGHT THIS DRAWING 105

NO PAINT ENTIRE BRACE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 57A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 104: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1316/ "Ø

L6X4X58/ x 1'-1012/

4

1316/Ø

1'-4

31

2/

21

2/1

12/

112/32

516/1-SIDE

FL58/ "X4 x 0'-8p117

613

16

/29.56°

12

3 12/

3

1 12/

912/

212/

41

2/

916

/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 57M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

57M 1 L6X4X5/8 1'-10 1/2"37 A36 SQ-2

p117 FL5/8"X4"1 0'-8"6 A36

m13 ROD3/4"3 0'-10"1 A307

3/4_HEAVY_HEX_NUT6 0

TOTAL WEIGHT THIS DRAWING 44

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 105: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

1 116/Ø

HSS6X6X58/ x 0'-11m1

2'-5

14/

p44(B.U.B.)

14/

FL12/ "X4 34/ x 0'-4 34/p44 (B.U.B.)

C

C

W18X119 x 2'-2 12/w18

118/

38/ 1914/38/ 1914/

D

D

North

58/ 2058/ 20

m1

FL58/ "X3 x 3'-11 34/p39 @ FS

FL58/ "X3 x 2'-5 14/p33 @ NS

FL12/ "X6 12/ x 0'-6 12/p56

p56

AA

HH3

3

GG

FF

E

E

38/ 1914/38/ 1914/

J

J

FL58/ "X3 x 2'-6p37 (NS & FS)

BB

K

K

4

12/ 25316/12/ 25316/

14/45°

CJPTYP

PL12/ "X1 12/ x 0'-4p59

M

M

1516/

FL12/ "X4 x 0'-4 78/p60

14/14/

12/ 16116/12/ 16116/

38/38/

12/3-SIDES

14/14/

PL1"X15 x 1'-9 12/p13

1516/

PL1"X34 x 4'-0 316/p25

PL1"X31 1316/ x 3'-3 34/p89

2'-11316/

1516/ "Ø

3

FL58/ "X3 x 2'-6p37

612/ 612/

1'-8

3

88

14/

11

34/

31

2/

11

14/

12/

14/

11

2/

13

'-4

14/

12/

1'-7

12/

1'-4

13

'-2

14/ (

HS

S6

X6

X5

8/ x

13

'-2

")

112/

2'-212/

1'-912/

1'-1812/

1'-7

2'-7

13

16

/

3

3'-334/

3'-014/3716/

33

3

47 8/

2'-10

33

4'-0316/

2'-634/1'-5716/

1'-8

2

3

1'-7

12/

1'-7

14/

33

12

1038/

1'-5

SLO

T

158/

C - C

38/38/

38/38/

FL1"X8 12/ x 1'-3 12/p23

p23

1'-3

12/

11

12/

4

812/1812/

4412/

4

A - A

1'-6

PL1 12/ "X18 x 3'-0BP3

2

1'-7

36

812/

p22

10 3

p23

FL12/ "X4 x 0'-4 78/p60

63

3'-0

3

4

2

1'-5

1010712/

6

10

1

1116/

10

F - F

FL58/ "X3 x 2'-6p37

FL58/ "X3 x 2'-6p37

3

516/516/

1116/11516/

D - D

1'-8

p37

4

38/38/

538/

38/38/

FL1"X5 12/ x 1'-8p82

p73

p37

1'-4

4

378/112/

538/

112/

2716/118/2716/

B - BPL1"X8 1316/ x 1'-3p68

W18X119 x 2'-2 12/w18

FL12/ "X6 12/ x 0'-6 12/p56

14/

1'-4516/

PL18/ "X10 18/ x 2'-10 14/p159

PL12/ "X9 38/ x 1'-4 34/p168

10316/

51

8/

1'-2316/

12/

2'-1014/

1'-4516/334/

p56

J - J

558/

3

FL58/ "X3 x 3'-11 34/p39

FL58/ "X3 x 2'-5 14/p33

1'-5

SLO

T

1'-6

78/

1'-8

14/

SLO

T

158/118/

31

2/3

33

6

1'-7

716

/2

'-5

14/

15

16

/3

'-11

34/

H - H

6

PL1"X8 1316/ x 1'-3p68

38/38/

1 116/Ø

PL1"X15 x 1'-9 12/p13

12/ 1512/12/ 1512/

12/ 1512/12/ 1512/

516

/6

1'-1

65

16

/

1

E - E

38/38/

1'-0

12/

p22

412/

38/38/

FL1"X8 12/ x 1'-0 12/p22

p25

81

2/4

812/812/

4

G - G

p39516/516/

p33

516/516/

PL12/ "X1 12/ x 0'-4p59

112/3112/

22

4

K - K

p44(B.U.B.)

14/45°

CJPTYP

p37

118/2716/

M - M

516/516/

PL12/ "X9 38/ x 1'-4 34/p168

18/ 2"@6

11

8/1

'-4

34/

11

8/

938/

518/

51

4/

12/

Tekla

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NO PAINT ENTIRE COLUMN

SLOTS IN TUBESEE SINGLE PART DRAWING FOR

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

58A 1 HSS6X6X5/8 13'-2"524 A500-GR.B- SQ-2

p13 PL1"X15"1 1'-9 1/2"91 A36

p22 FL1"X8 1/2"2 1'-0 1/2"25 A36

p23 FL1"X8 1/2"2 1'-3 1/2"30 A36

p25 PL1"X34"1 4'-0 3/16"263 A36

p44 FL1/2"X4 3/4"3 0'-4 3/4"3 A36

p56 FL1/2"X6 1/2"3 0'-6 1/2"6 A36

p59 PL1/2"X1 1/2"1 0'-4"1 A36

p60 FL1/2"X4"1 0'-4 7/8"3 A36

p68 PL1"X8 13/16"1 1'-3"37 A36

p73 PL1"X5 3/8"1 1'-8"27 A36

p82 FL1"X5 1/2"1 1'-8"27 A36

p89 PL1"X31 13/16"1 3'-3 3/4"256 A36

p159 PL1/8"X10 1/8"1 2'-10 1/4"12 A36

p168 PL1/2"X9 3/8"1 1'-4 3/4"22 A36

m1 HSS6X6X5/82 0'-11"36 A500-GR.B-

p37 FL5/8"X3"2 2'-6"16 A529-GR.50

BP3 PL1 1/2"X18"1 3'-0"276 A572-50

p33 FL5/8"X3"1 2'-5 1/4"16 A572-50

p39 FL5/8"X3"1 3'-11 3/4"25 A572-50

w18 W18X1191 2'-2 1/2"264 A992

TOTAL WEIGHT THIS DRAWING 1961

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

NO PAINT

1 58A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

christian.castro
Text Box
NOTE THAT ALL CJP WELDS TO BE DEMAND CRITICAL WELDS IN ACCORDANCE WITH AISC 341-10, PER SHEET 97S-506, SHEET NOTE 2.
Page 106: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

212/

L6X4X38/ x 0'-4 12/a36

L6X4X58/ x 4'-3916/

L6X4X38/ x 0'-4 12/a16

11

4/

23'-6916/

2

212/2

33

4/

2

33

4/

11

2/

338/

23

4/

12/14/

214/

21

2/

21

2/

31

8/

4'-4516/

212/212/ 214/

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

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BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

58M 6 L6X4X5/8 4'-3 9/16"514 A36 SQ-2

a16 L6X4X3/86 0'-4 1/2"28 A36

a36 L6X4X3/86 0'-4 1/2"28 A36

24 3/4"Ø A325SC BOLT 0'-2 1/4"4

TOTAL WEIGHT THIS DRAWING 573

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 58M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 107: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1 116/Ø

1 116/Ø

A

A

33

12/

TOP SURFACENO PAINT PL18/ "X10 18/ x 3'-9 316/

p160 (BEND)

31

2/

3'-7316/2

RD

W18X119 x 3'-9316/

2

33

33

33

3

PL18/ "X10 18/ x 3'-9 316/p160 (BEND) PL12/ "X9 38/ x 1'-4 34/

p168

12/

1134/2'-9716/

A - A

PL18/ "X10 18/ x 3'-9 316/p160 (BEND)

11

8/

516/516/

PL12/ "X9 38/ x 1'-4 34/p168

18/ 2"@6

1'-4

34/

11

8/

51

4/

12/518/

938/

Tekla

Str

uctu

res

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 59A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

59A 1 W18X119 3'-9 3/16"450 A992 SQ-2

p160 PL1/8"X10 1/8"1 3'-9 3/16"16 A36

p168 PL1/2"X9 3/8"1 1'-4 3/4"22 A36

1"Ø A325X_TC BOLT 0'-3 1/4" Site5

1"Ø A325X_TC BOLT 0'-2 3/4" Site5

TOTAL WEIGHT THIS DRAWING 488

W

F x

x

christian.castro
Text Box
COORDINATE GUARDRAIL LOCATIONS
Page 108: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

F

F

North

W14X132 x 26'-9

38/38/

FL58/ "X5 x 1'-3p108

3

26

'-3

58/

21

2/

G

G

W18X86 x 1'-9 12/w71

3

25

'-9

58/

A

A

14/45°

CJPT&B FLG

38/38/

p144

p76

-1

'-10

12/

E

E

D

D

C

C

+1

1'-5

34/

B

B

38/38/

PL58/ "X5 x 1'-3 14/p106

+2

5'-0

14/45°

CJPT&B FLG

1 116/ "Ø

PL12/ "X7 116/ x 1'-0 12/p48

1

3

12

'-8

14/

1'-438/1

1'-9

12/

34/12/ 1'-338/ 12/

21

2/

34/

11'-1038/

11

'-10

38/

RD

112/

9'-2516/1'-638/16'-0516/112/

12/

238/

312/

3

26

'-6

58/

3

26

'-0

58/

12'-738/

25

'-6

58/

3

12

'-11

14/

3

12

'-5

14/

3

12

'-2

14/

11'-1114/

11

'-11

14/0

2'-0

26

'-9

1'-0

24

'-9

5'-51116/

23

'-9

938/

18

'-3

516

/

1'-558/

17

'-5

15

16

/

2'-9916/

16

'-0

516

/

58/

1'-438/

13

'-2

34/

12/

2'-0 26

'-8

12/

1112/ 24

'-8

12/

p42p123

12'-234/ 12

'-2

34/

RD

97

8/

p48

3

25

'-9

58/

PL12/ "X7 116/ x 1'-0 12/p48

p123

93

8/

p123

1316/ "Ø

W18X86 x 1'-9 12/w71

p48

PL58/ "X10 916/ x 0'-11p76

1112/

24

'-8

12/

PL58/ "X10 916/ x 0'-11p76

p48

p123

1316/ "Ø

24'-0

24

'-0

p48

PL58/ "X12 116/ x 1'-3 38/p144

p42

1 116/ "Ø

3

238/

93

8/

1'-058/ 25

'-6

58/

11'-014/ 24

'-0

3

2'-3

3

1'-1012/ NO PAINT

1'-1112/

26

'-8

12/

12/

24

'-9

5'-51116/

23

'-9

938/

18

'-3

516

/

1'-558/

17

'-5

15

16

/

2'-10116/

16

'-0

516

/

1'-378/

13

'-2

14/

11'-1038/

11

'-10

38/0

3

24

'-3

3

24

'-6

3

26

'-0

58/

3

26

'-3

58/

3

26

'-6

58/

3

12

'-5

34/

3

12

'-8

34/

3

12

'-1

13

4/

3

24

'-3

3

24

'-6

E - E

516/516/

TYP

11516/

39

16

/

FL58/ "X7 x 1'-0 12/p128

FL58/ "X7 x 1'-0 12/p128

3

3

11516/

11

16

/1

'-0

12/

11

16

/

358/

358/

21

4/6

58/

938/

F - F

p48

PL58/ "X10 916/ x 0'-11p76

p48

71

8/

516/516/

516/516/

71

2/

938/

7116/

11

16

/1

'-0

12/

11

16

/

B - B

PL12/ "X7 116/ x 1'-0 12/p48

21

2/

978/

313

16

/

PL12/ "X7 116/ x 1'-0 12/p48

38/38/

516/516/516/

516/

21

2/

75

16

/5

75

16

/

516/

7116/

11

16

/1

'-0

12/

11

16

/

38/38/

A - A

38/38/

1 316/Ø

PL1 12/ "X16 x 1'-4BP2

516/516/

44

6 6

G - G

14/

7

11

16

/

PL12/ "X7 116/ x 1'-0 12/p42

PL12/ "X7 116/ x 1'-0 12/p42

14/ TYP

38/38/

5

21

2/2

12/

758/718/

11

16

/1

'-0

12/

7

C - C

FL34/ "X5 14/ x 1'-4 38/p124

FL34/ "X5 14/ x 1'-4 38/p124

p124

p124

p124

p124

738/738/

5916/5916/

514/

711

16

/5

38/

53

8/3

116

/

11

4/1

'-0

18/

11

4/

D - D

234/

W18X86 x 1'-9 12/w71

FL34/ "X7 x 1'-0 18/p123

738/

11

4/

FL34/ "X7 x 1'-0 18/p123

11

4/

3- FL34/ "X5 14/ x 1'-4 38/p124

HOLES2"AROUNDNO PAINT

1116/

3- FL34/ "X5 14/ x 1'-4 38/p124

1'-0

18/

7

738/

14/

234/

10

15

16

/3

12/

71

16

/

Tekla

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W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

60A 1 W14X132 26'-9"3532 A992 SQ-2

p42 PL1/2"X7 1/16"2 1'-0 1/2"12 A36

p48 PL1/2"X7 1/16"8 1'-0 1/2"12 A36

p76 PL5/8"X10 9/16"2 0'-11"19 A36

p106 PL5/8"X5"1 1'-3 1/4"13 A36

p108 FL5/8"X5"1 1'-3"13 A36

p123 FL3/4"X7"6 1'-0 1/8"17 A36

p124 FL3/4"X5 1/4"6 1'-4 3/8"17 A36

p128 FL5/8"X7"2 1'-0 1/2"15 A36

p144 PL5/8"X12 1/16"1 1'-3 3/8"30 A36

BP2 PL1 1/2"X16"1 1'-4"109 A572-50

w71 W18X861 1'-9 1/2"154 A992

TOTAL WEIGHT THIS DRAWING 3945

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 60A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:06/20/20

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 109: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

38/ "RADIUS

TOP SURFACENO PAINT

218/

1316/Ø

A

A

12

45°1

2

38/ "RADIUS

3

15

8/

3

W12X58 x 4'-618/

14/

114/

218/

1516/

134/

3

1245

°

12

15

8/

3

33

4'-218/

PL58/ "X8 516/ x 0'-10 78/p75

10

4

33

A - A

38/38/

7

1316/ "Ø

PL58/ "X8 516/ x 0'-10 78/p75

3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 61A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

61A 1 W12X58 4'-6 1/8"261 A992 SQ-2

p75 PL5/8"X8 5/16"1 0'-10 7/8"15 A36

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site3

TOTAL WEIGHT THIS DRAWING 276

W

F x

x

Page 110: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

14/

218/

TYP38/ " RADUIS

134/

1316/Ø

A

ATOP SURFACENO PAINT12

45°1

2

3

W12X58 x 4'-618/

15

8/1

58/

1245

°

12

218/

114/

1516/

33

FL18/ "X9 12/ x 5'-0p162 (BEND)

p75

4'-234/RD

10

1245

°

12

3716/

A - A

PL58/ "X8 516/ x 0'-10 78/p75

FL18/ "X9 12/ x 5'-0p162 (BEND)

1316/ "Ø

38/38/

18/

412/12/

51

4/

7

33

3

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

62A 1 W12X58 4'-6 1/8"261 A992 SQ-2

p75 PL5/8"X8 5/16"1 0'-10 7/8"15 A36

p162 FL1/8"X9 1/2"1 5'-0"18 A36

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site3

TOTAL WEIGHT THIS DRAWING 294

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 62A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 111: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

338/

3516/

11

4/

33

4/

3'-61316/

L6X4X38/ x 0'-4 12/a36

L6X4X38/ x 0'-4 12/a41

TOP SURFACENO PAINT

2

11

4/

2

23

4/

33

4/

11

2/

14/L6X4X58/ x 4'-3916/12/

212/212/134/

214/

34/ x 0'-2 14/A325SC

212/

L6X4X38/ x 0'-4 12/a3634/ x 0'-2 14/

A325SC

L6X4X38/ x 0'-4 12/a41

21

2/

21

2/

4'-4516/

214/ 212/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 62M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

62M 7 L6X4X5/8 4'-3 9/16"600 A36 SQ-2

a36 L6X4X3/87 0'-4 1/2"32 A36

a41 L6X4X3/87 0'-4 1/2"32 A36

28 3/4"Ø A325SC BOLT 0'-2 1/4"4

TOTAL WEIGHT THIS DRAWING 669

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 112: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-6 7'-6

58/

TOP SURFACENO PAINT

L6X4X58/ x 19'-1178/

33

4/

5516/

19

'-1

17

8/

1'-6 19

'-6

58/

1'-6 18

'-0

916

/

1'-6 16

'-6

58/

1'-6 15

'-0

58/

1'-6 13

'-6

58/

1'-6 12

'-0

916

/

1'-6 10

'-6

58/

1'-6 9'-0

58/

1'-6 6'-0

58/

2'-0 4'-6

916

/

2'-0 2'-6

58/

658/

65

8/

0

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 64M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

64M 1 L6X4X5/8 19'-11 7/8"399 A36 SQ-2

m13 ROD3/4"13 0'-10"1 A307

3/4_HEAVY_HEX_NUT26 0

TOTAL WEIGHT THIS DRAWING 400

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 113: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

FL58/ "X4 x 0'-6p2 TOP SURFACE

NO PAINT

1'-6 13

'-9

58/

L6X4X58/ x 16'-414/

1'-058/ 16

'-4

14/

1'-6 15

'-3

58/

1'-6 12

'-3

58/

1'-6 10

'-9

58/

1'-6 9'-3

58/

1'-6 7'-9

58/

1'-6 6'-3

58/

1'-734/ 4'-9

58/

2'-134/ 3'-1

78/

9 1'-0

18/

318/

31

8/

0

33

4/

11

2/2

12/

516/1-SIDE ONLY

1 12/

3

1 12/

12/

7

30.25°

12

31

2/

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 66M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

66M 1 L6X4X5/8 16'-4 1/4"326 A36 SQ-2

p2 FL5/8"X4"1 0'-6"4 A36

m13 ROD3/4"11 0'-10"1 A307

3/4_HEAVY_HEX_NUT22 0

TOTAL WEIGHT THIS DRAWING 332

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 114: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

3

26'-234/

1316/Ø

1316/Ø

TOP SURFACENO PAINT

112/

RD

33

W12X53 x 26'-414/

112/

333

Tekla

Str

uctu

res

W

F x

x

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 67A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

67A 1 W12X53 26'-4 1/4"1399 A992 SQ-2

3/4"Ø A325X_TC BOLT 0'-2 1/4" Site3

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site3

TOTAL WEIGHT THIS DRAWING 1399

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 115: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

L6X4X58/ x 18'-714/

6

33

4/

1'-6

1'-1

13

8/

1'-6

9'-5

38/

1'-0

18

'-5

38/

538/

53

8/0

2'-0

17

'-5

38/

1'-6

15

'-5

38/

1'-6

13

'-1

13

8/

1'-6

12

'-5

38/

1'-6

10

'-1

13

8/

1'-6

7'-1

13

8/

1'-6

6'-5

38/

1'-6

4'-1

13

8/

1'-6

3'-5

38/

178/

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

67M 1 L6X4X5/8 18'-7 1/4"371 A36 SQ-2

m13 ROD3/4"12 0'-10"1 A307

3/4_HEAVY_HEX_NUT24 0

TOTAL WEIGHT THIS DRAWING 372

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 67M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 116: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

116/

PL58/ "X5 x 1'-3 14/p106

38/38/

14/45°

CJPTYP

1'-9

12/

C

C

D

D

14/45°

CJPTYP

PL12/ "X13 78/ x 1'-3 14/p61

+2

6'-0

12/

W18X86 x 1'-9 12/w71

10'-8516/

B

B

38/38/

TYP

38/38/

112/

1716/

-1

'-10

12/

North

A

A

+2

6'-6

12/

G

G

38/38/

14/45°

CJPTYP

FL34/ "X5 14/ x 1'-4 38/p124 (B/S)

E

E

12/

112/

1'-438/1 1

W14X132 x 28'-3

28'-5

12/

21

2/

3116/

17'-61116/

512/

28

'-3

1'-638/ 27

'-9

12/

8'-1116/ 26

'-3

18/

818/

18

'-2

116

/

1'-558/ 17

'-5

15

16

/

16'-0516/ 16

'-0

516

/

RD

916/

2.6

12

71

16

/3

12/

10

15

16

/

333

326'-111516/

p123

p48

p48

p48

12/

3

26

'-9

14/

p48

1 116/Ø

834/

PL58/ "X10 916/ x 1'-5 38/p70

PL58/ "X10 916/ x 1'-5 38/p70

W18X86 x 1'-9 12/w71

p123

834/

p123

26'-614/ 26

'-6

14/

p123

21116/

17

'-6

11

16

/

3

26

'-9

14/

93

8/

3

27

'-3

14/

93

8/

26'-614/

26

'-6

14/

RD

12/

314/

512/

3

27

'-0

14/

112/

314/

1'-1012/NO PAINT

3

27

'-6

14/

3

27

'-0

14/

3

27

'-3

14/

3

27

'-6

14/

1'-638/

27

'-9

12/

8'-1116/

26

'-3

18/

738/

18

'-2

116

/

1'-638/

17

'-4

15'-958/

15

'-9

58/

7'-111116/

26

'-3

58/

10

18

'-3

15

16

/

17

'-5

15

16

/

D - D

358/

516/516/

TYP

21

4/

11

16

/

38/38/

TYP

FL58/ "X7 x 1'-0 12/p69

FL58/ "X7 x 1'-0 12/p69

3

11

16

/

39

16

/

1'-0

12/

11516/

358/

11516/

65

8/

1'-1

78/

PL12/ "X13 78/ x 1'-3 14/p61

G - G

516/

38/

758/

516/

14/

38/38/

1'-314/

758/

38/

14/

1 316/Ø

38/38/

38/38/

A - A

PL1 12/ "X16 x 1'-4BP2

6

516/516/

44

6

516/516/

TYP

E - E

14/

516/516/

TYP

PL12/ "X7 116/ x 1'-0 12/p48

PL12/ "X7 116/ x 1'-0 12/p48

11

16

/

938/

1'-0

12/

11

16

/

79

16

/7

116

/

938/

718/

B - B

FL34/ "X7 x 1'-0 18/p123

p124

FL34/ "X7 x 1'-0 18/p123

615

16

/

1'-0

18/

FL34/ "X5 14/ x 1'-4 38/p124

7

11

4/

p124

p124

514/

p124

FL34/ "X5 14/ x 1'-4 38/p124

53

8/5

38/

738/738/

11

4/

14/

C - C

71

16

/

234/

FL34/ "X7 x 1'-0 18/p123

FL34/ "X7 x 1'-0 18/p123

W18X86 x 1'-9 12/w71

234/

1 116/ "Ø

HOLES2"AROUNDNO PAINT

11

4/1

14/

1'-0

18/

31

2/10

15

16

/

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

68A 2 W14X132 28'-3"7460 A992 SQ-2

p48 PL1/2"X7 1/16"8 1'-0 1/2"25 A36

p61 PL1/2"X13 7/8"2 1'-3 1/4"60 A36

p69 FL5/8"X7"4 1'-0 1/2"30 A36

p70 PL5/8"X10 9/16"4 1'-5 3/8"62 A36

p106 PL5/8"X5"2 1'-3 1/4"27 A36

p123 FL3/4"X7"8 1'-0 1/8"33 A36

p124 FL3/4"X5 1/4"12 1'-4 3/8"35 A36

BP2 PL1 1/2"X16"2 1'-4"218 A572-50

w71 W18X862 1'-9 1/2"309 A992

TOTAL WEIGHT THIS DRAWING 8258

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 68A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 117: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

B

B

PL58/ "X5 x 1'-3 14/p106

16'-0516/

238/

38/38/

1'-638/

W18X86 x 1'-9 12/w71

North

34/

1 116/ "Ø

9'-2516/

-1

'-10

12/

+2

5'-0

C

C

A

A

14/45°

CJPT&B FLG

14/45°

CJPT&B FLG

D

D

W14X132 x 26'-9

F

F

E

E

112/

38/38/

1

38/38/

112/

11'-438/

21

2/

34/12/

1'-9

12/1

015

16

/3

12/

71

16

/

2'-012/

26

'-9

1112/

24

'-8

12/

5'-51116/

23

'-9

938/

18

'-3

516

/

1'-558/

17

'-5

15

16

/

16'-0516/

16

'-0

516

/

RD

58/12/ 12/

238/3333

p42

3

26

'-3

58/

3

24

'-6

2'-3

p48

p42

p48

p123

1'-058/ 25

'-6

58/

p123

3

3

1316/ "Ø

PL58/ "X10 916/ x 0'-11p76

p123

93

8/

W18X86 x 1'-9 12/w71

PL58/ "X10 916/ x 0'-11p76

238/

p123

24'-0

24

'-0

3

24

'-3

1316/ "Ø

PL12/ "X7 116/ x 1'-0 12/p48

3

25

'-9

58/

1'-1012/ NO PAINT

93

8/

24'-0 24

'-0

RD 3

26

'-0

58/

3

26

'-6

58/

3

24

'-3

3

24

'-6

A - A

38/38/

1 316/Ø

516/516/

PL1 12/ "X16 x 1'-4BP2

38/38/

44

6 6

21

2/

F - F

11

16

/

PL12/ "X7 116/ x 1'-0 12/p42

PL12/ "X7 116/ x 1'-0 12/p42

718/

14/ TYP

38/38/

1'-0

12/

7

5

21

2/

758/

14/

11

16

/

53

8/

B - B

p124

FL34/ "X5 14/ x 1'-4 38/p124

p124

53

8/

FL34/ "X5 14/ x 1'-4 38/p124

p124

711

16

/p12411

4/1

'-0

18/

11

4/

7

738/ 738/

5916/5916/

31

16

/

3- FL34/ "X5 14/ x 1'-4 38/p124

C - C

11

4/

234/

FL34/ "X7 x 1'-0 18/p123

FL34/ "X7 x 1'-0 18/p123

W18X86 x 1'-9 12/w71

71

16

/

HOLES2"AROUNDNO PAINT

738/

1116/

3- FL34/ "X5 14/ x 1'-4 38/p124

14/

1'-0

18/

11

4/

7

738/

234/

10

15

16

/3

12/

3

516/516/

TYP

D - D

FL58/ "X7 x 1'-0 12/p69

11

16

/

FL58/ "X7 x 1'-0 12/p69

11516/

11

16

/1

'-0

12/

358/

358/11516/

39

16

/2

14/

65

8/

E - E

p48

71

8/

p48

PL58/ "X10 916/ x 0'-11p76

516/516/

516/516/

11

16

/1

'-0

12/

11

16

/

7116/

71

2/

938/938/

Tekla

Str

uctu

res

W

F x

x

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

69A 2 W14X132 26'-9"7064 A992 SQ-2

p42 PL1/2"X7 1/16"4 1'-0 1/2"25 A36

p48 PL1/2"X7 1/16"8 1'-0 1/2"25 A36

p69 FL5/8"X7"4 1'-0 1/2"30 A36

p76 PL5/8"X10 9/16"4 0'-11"39 A36

p106 PL5/8"X5"2 1'-3 1/4"27 A36

p123 FL3/4"X7"8 1'-0 1/8"33 A36

p124 FL3/4"X5 1/4"12 1'-4 3/8"35 A36

BP2 PL1 1/2"X16"2 1'-4"218 A572-50

w71 W18X862 1'-9 1/2"309 A992

TOTAL WEIGHT THIS DRAWING 7803

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 69A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:06/20/20

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 118: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

112/

RD

A

A

HSS6X6X14/ x 3'-6 14/w83

HSS6X6X14/ x 1'-0 58/w81

HSS6X6X14/ x 3'-6 14/w83

HSS6X6X14/ x 1'-0 58/w81

1 116/Ø

1 116/Ø

HSS6X6X14/ x 3'-6 14/w83

TYPTOP SURFACENO PAINT

HSS6X6X14/ x 3'-7 14/w82

CAMBER UP 12/ " AT C/L

1'-0 15

'-8

78/

112/

1'-0 11

'-2

58/

12/

W18X86 x 21'-414/

21'-234/

1'-058/ 1'-1

18/

31

4/

1'-0 2'-1

18/

31

4/3

1'-058/ 21

'-3

34/

1'-0 20

'-3

18/

3'-614/ 19

'-3

18/

3'-614/ 14

'-8

78/

3'-614/ 10

'-2

58/

3

1'-0 6'-8

38/

3'-714/ 5'-8

38/

12/

12/

0

3

33

3

33

1316/Ø 1316/

Ø

1'-518/

23

4/

1'-518/ 1'-5

18/

0

23

4/

4

1'-9

18/

17'-10 19

'-7

18/

4

19

'-11

18/

2916/

A - A

2916/

516/ 3"@12516/ 3"@12

HSS6x6x14/

6

W

F x

x

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

70A 1 W18X86 21'-4 1/4"1839 A992 SQ-2

w81 HSS6X6X1/42 1'-0 5/8"19 A500-GR.B

w82 HSS6X6X1/41 3'-7 1/4"64 A500-GR.B

w83 HSS6X6X1/43 3'-6 1/4"63 A500-GR.B

3/4"Ø A325N BOLT 0'-2 1/4" Site4

1"Ø A325X_TC BOLT 0'-2 3/4" Site10

TOTAL WEIGHT THIS DRAWING 1984

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 70A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 119: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

312/ GAFL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

234/

PL58/ "X9 1316/ x 1'-4 34/p86

A

A

A

A

312/ GA1 116/ "Ø

NO PAINT2" AROUNDHOLES

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

PL58/ "X9 1316/ x 1'-4 34/p86

W18X50 x 22'-8

14316/21'-958/4316/

22'-212/

22

'-5

14/

1

234/

23

4/0

18'-338/ 20

'-5

11

16

/

5 516/

6716/

13

4/

12

1038/

77

16

/

12

1038/

C

C

C12X20.7 x 22'-8w68

PL58/ "X9 1316/ x 1'-4 34/p86

516/ 2"@6516/ 2"@6

3

2- FL34/ "X3 12/ x 1'-4 38/p120

2- FL34/ "X3 12/ x 1'-4 38/p120

1'-0

2'-2516/

3

13

4/

13

4/1

34/

2'-2516/ 2'-2

516

/

0

55 16/

77

16

/

11 2/

6716/

A - A

13

16

/ 1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120

FL34/ "X3 12/ x 1'-4 38/p120

38/38/

14/45°

CJP TYPT&B FLANGE

13

16

/

66

1'-4

38/

312/

134/134/

C - C

5516/

516/516/

PL58/ "X9 1316/ x 1'-4 34/p86

61

4/5

58/

3

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

71A 1 W18X50 22'-8"1134 A992 SQ-2

p86 PL5/8"X9 13/16"2 1'-4 3/4"28 A36

p120 FL3/4"X3 1/2"8 1'-4 3/8"12 A36

w68 C12X20.71 22'-8"469 A572-GR.50

1"Ø A490SC_TC BOLT 0'-3" Site4

TOTAL WEIGHT THIS DRAWING 1642

W

F x

x

Tekla

Str

uctu

res

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 71A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 120: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

312/ GA

A

A

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

312/ GA

31316/

22

'-7

1 116/ "Ø

NO PAINT2" AROUNDHOLES

31316/

413

16

/

234/

PL58/ "X9 1316/ x 1'-4 34/p86

22'-212/

22

'-5

14/

W18X50 x 22'-8

1

22

'-8

21'-1038/

22

'-3

316

/

1

10

234/

23

4/0

2'-2516/

13

4/

C12X20.7 x 22'-8w68

1 12/

B

B

77

16

/

14/ 5"@1014/ 5"@10

B

B

14/ 4014/ 40

14/ 4014/ 40

3

3

2'-2516/ 2'-2

516

/

0

11 2/

13

4/

77

16

/

12

1038/

1'-0

13

4/

13

4/

12

1038/

18'-338/ 20

'-5

11

16

/

55 16/

6716/

5 516/

6716/

55

8/

B - B

1'-4

34/

PL58/ "X9 1316/ x 1'-4 34/p86

71

2/

61

4/

3

FL34/ "X3 12/ x 1'-4 38/p120

38/38/

A - A

14/45°

CJP TYPT&B FLANGE

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120

1'-4

38/

13

16

/13

16

/

312/

66

134/134/

Tekla

Str

uctu

res

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

72A 1 W18X50 22'-8"1134 A992 SQ-2

p86 PL5/8"X9 13/16"2 1'-4 3/4"28 A36

p120 FL3/4"X3 1/2"8 1'-4 3/8"12 A36

w68 C12X20.71 22'-8"469 A572-GR.50

1"Ø A490SC_TC BOLT 0'-3" Site4

TOTAL WEIGHT THIS DRAWING 1642

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 72A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 121: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

21

'-2

34/

1316/Ø

1316/Ø

TOP SURFACENO PAINT

11

2/0

33

112/

W12X53 x 21'-414/

3 333

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

73A 1 W12X53 21'-4 1/4"1134 A992 SQ-2

3/4"Ø A325X_TC BOLT 0'-2 1/4" Site3

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site3

TOTAL WEIGHT THIS DRAWING 1134

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 73A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 122: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

33

14/

3'-6 10

'-1

18/

W18X86 x 13'-514/

HSS6X6X14/ x 2'-3 58/w85

HSS6X6X14/ x 1'-0 58/w81 HSS6X6X14/ x 3'-6

w84

1 116/Ø

1 116/Ø

3'-6 5'-7

18/

12/

31

4/

TYPTOP SURFACENO PAINT

A

A

12/

12/

0

13'-334/

HSS6X6X14/ x 3'-6w84

112/

RD

112/

2'-358/ 13

'-4

34/

1'-0 11

'-1

18/

1'-0 6'-7

18/

1'-0 2'-1

18/

1'-058/ 1'-1

18/

33

3

33

33

8'-8 10

'-5

18/

4

10

'-9

18/

4

1'-9

18/

1316/Ø

1316/Ø

1'-518/ 1'-5

18/

0

23

4/

2'-818/

23

4/2

34/

A - A

6 2916/

HSS6x6x14/

2916/

516/ 3"@12516/ 3"@12

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

74A 1 W18X86 13'-5 1/4"1157 A992 SQ-2

w81 HSS6X6X1/41 1'-0 5/8"19 A500-GR.B

w84 HSS6X6X1/42 3'-6"62 A500-GR.B

w85 HSS6X6X1/41 2'-3 5/8"41 A500-GR.B

3/4"Ø A325N BOLT 0'-2 1/4" Site6

1"Ø A325X_TC BOLT 0'-2 3/4" Site10

TOTAL WEIGHT THIS DRAWING 1279

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 74A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 123: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

13'-334/

3

1316/Ø1316/

Ø

TOP SURFACENO PAINT112/

RD

33

W12X53 x 13'-514/

112/

333

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 75A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

75A 1 W12X53 13'-5 1/4"713 A992 SQ-2

3/4"Ø A325N_TC BOLT 0'-2 1/4" Site6

TOTAL WEIGHT THIS DRAWING 713

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 124: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

14'-312/ 14

'-6

14/

13'-1058/ 41316/

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

A

A

512/

14

'-11

34/

2316/41516/

W18X50 x 15'-438/

A

A

PL58/ "X9 1316/ x 1'-4 34/p86

4316/

PL58/ "X9 1316/ x 1'-4 34/p86

312/ GA

58/

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

458/

1

234/

23

4/

RD

12

1038/

3

13

4/

14/ 5"@1014/ 5"@10

PL58/ "X9 1316/ x 1'-4 34/p86

6716/

21

2/

12

10716/

B

B

C12X20.7 x 15'-4 38/w69

PL58/ "X9 1316/ x 1'-4 34/p86

14/ 4014/ 40

14/ 4014/ 40

6716/

13

4/

10'-438/

12

'-6

11

16

/

2'-2516/

2'-2

516

/

0

1'-0

2'-91116/

55 16/

3

5 516/

412/

14

'-1

11

16

/

13'-9316/ 13

'-9

316

/

RD

21

2/

1'-21116/

B - B

PL58/ "X9 1316/ x 1'-4 34/p86

516/516/

1316/ "Ø

55

8/6

14/

5516/3

A - A

38/38/

6

14/45°

CJP TYPT&B FLANGE

312/

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120

134/134/

13

16

/13

16

/1

'-4

38/

6

134/134/

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

76A 1 W18X50 15'-4 3/8"769 A992 SQ-2

p86 PL5/8"X9 13/16"2 1'-4 3/4"28 A36

p120 FL3/4"X3 1/2"12 1'-4 3/8"12 A36

w69 C12X20.71 15'-4 3/8"318 A572-GR.50

1"Ø A490SC_TC BOLT 0'-3" Site6

TOTAL WEIGHT THIS DRAWING 1126

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 76A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 125: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

14'-312/

14

'-6

14/

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

41516/

15

'-2

316

/

458/

C12X20.7 x 15'-4 38/w69

A

A

114/

14

'-9

14/

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

512/

14

'-11

34/

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

312/ GA312/ GA

1 116/ "Ø

NO PAINT2" AROUNDHOLES

234/

23

4/0

PL58/ "X9 1316/ x 1'-4 34/p86

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

1 116/ "Ø

NO PAINT2" AROUNDHOLES

PL58/ "X9 1316/ x 1'-4 34/p86

14/

14/

0

13'-978/

14

'-3

116

/

41516/

53

16

/

2316/

15

'-4

38/

W18X50 x 15'-438/

41516/

14

'-8

2'-2516/

2'-2

516

/

0

13

4/

2- FL34/ "X3 12/ x 1'-4 38/p120

14/ 5"@1014/ 5"@10

14/ 4014/ 40

6716/

13

4/

21

2/

B

B

C12X20.7 x 15'-4 38/w69

14/ 4014/ 40

2- FL34/ "X3 12/ x 1'-4 38/p120

1'-0

13

4/

77

16

/

1316/ "Ø

2'-91116/

13

4/

5 516/

21

2/

6716/

10'-438/

12

'-6

11

16

/

1'-21116/412/3

55 16/

3 116/

77

16

/

B - B

516/516/

C12X20.7 x 15'-4 38/w69

PL58/ "X9 1316/ x 1'-4 34/p86

3

61

4/5

58/

5516/

A - A

14/45°

CPJ TYPT&B FLANGE

212/

38/38/

13

16

/

134/

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120 FL34/ "X3 12/ x 1'-4 38/

p120

134/

1'-4

38/

13

16

/

312/

66

212/

Tekla

Str

uctu

res

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

77A 1 W18X50 15'-4 3/8"769 A992 SQ-2

p86 PL5/8"X9 13/16"2 1'-4 3/4"28 A36

p120 FL3/4"X3 1/2"12 1'-4 3/8"12 A36

w69 C12X20.71 15'-4 3/8"318 A572-GR.50

1"Ø A490SC_TC BOLT 0'-3" Site6

TOTAL WEIGHT THIS DRAWING 1126

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 77A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 126: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

North

G

G

1'-9

12/

FL34/ "X5 14/ x 1'-4 38/p124 (B/S)

W18X86 x 1'-9 12/w71

A

A

FL58/ "X3 12/ x 0'-9p77

38/38/

112/

1

71

16

/

112/

B

B

16'-0516/ 16

'-0

516

/

RD

516/

W14X132 x 28'-278/

-1

'-10

12/

C

C

31

2/

12/

1

D

D

14/45°

CJPTYP

E

E

1'-578/ 27

'-9

14/45°

CJPTYP

14/45°

CJPTYP

38/38/

TYP

1316/Ø

38/38/

38/38/

H

H

938/ 18

'-3

516

/

2

1'-438/

7'-111316/ 26

'-3

18/

1'-558/ 17

'-5

15

16

/

95

16

/

916/

2.8

12

12/

2.3

12

58/

28'-5

38/

3'-878/6'-5516/

12/

17'-61116/

58/34/

34/

75

16

/7

516

/

10

15

16

/

3 3

1'-2

34/

p48

26'-614/ 26

'-6

14/

RD

1'-638/

17

'-6

11

16

/

p69 p48

p123

p123

p123

p123

PL58/ "X10 916/ x 1'-5 38/p70

W18X86 x 1'-9 12/w71

p105

1 116/ "Ø

3

27

'-6

14/

16'-0516/

16

'-0

516

/

1'-1012/NO PAINT

PL12/ "X7 116/ x 1'-0 12/p48

PL12/ "X7 116/ x 1'-0 12/p48

858/

93

8/

1'-638/

27

'-9

12/

7'-111316/

26

'-3

18/

112/

858/

18

'-3

516

/

3

26

'-9

14/

3

27

'-0

14/

3

27

'-3

14/

1'-578/

27

'-9

7'-111316/

26

'-3

18/

D - D

1'-0

12/

516/516/

TYP

1'-0

12/

FL58/ "X7 x 1'-0 12/p105

FL58/ "X7 x 1'-0 12/p69

11516/

7

65

8/

11

16

/1

116

/

11

16

/

7

1'-0

12/

11

16

/

21

4/

3516/

39

16

/

H - H

7316/ 7916/

38/38/

2

316/

316/

G - G

PL58/ "X14 58/ X 1'-2 34/p81

516/

316/

75

16

/7

516

/

1'-234/

638/38/

A - A

516/516/

1 316/Ø

PL1 12/ "X16 x 1'-4BP8 38/

38/

44

6

E - E

7116/516/516/

TYP

PL58/ "X10 916/ x 1'-5 38/p70

PL12/ "X7 116/ x 1'-0 12/p48

516/516/

p48

11

16

/1

'-0

12/

11

16

/

71

16

/7

916

/

14/

938/

B - B

53

8/

FL34/ "X7 x 1'-0 18/p123

FL34/ "X7 x 1'-0 18/p123

FL34/ "X5 14/ x 1'-4 38/p124

p124

p124

514/

1'-0

18/

p124

p124

p124

53

8/6

15

16

/

738/

7

738/

11

4/1

14/

14/

C - C

11

4/FL34/ "X7 x 1'-0 18/p123

FL34/ "X7 x 1'-0 18/p123

71

16

/

1 116/ "Ø

HOLES2"AROUNDNO PAINT

11

4/1

'-0

18/

234/

7

234/

31

2/10

15

16

/

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

78A 1 W14X132 28'-2 7/8"3729 A992 SQ-1/BEV-1

BP8 PL1 1/2"X16"1 1'-4"109 A36

p48 PL1/2"X7 1/16"4 1'-0 1/2"12 A36

p69 FL5/8"X7"1 1'-0 1/2"15 A36

p70 PL5/8"X10 9/16"1 1'-5 3/8"31 A36

p77 FL5/8"X3 1/2"1 0'-9"6 A36

p81 PL5/8"X14 5/8"1 1'-2 3/4"38 A36

p105 FL5/8"X7"1 1'-0 1/2"15 A36

p123 FL3/4"X7"4 1'-0 1/8"17 A36

p124 FL3/4"X5 1/4"6 1'-4 3/8"17 A36

w71 W18X861 1'-9 1/2"154 A992

TOTAL WEIGHT THIS DRAWING 4143

W

F x

x

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 78A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 127: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

L6X4X38/ x 0'-4 12/a36

12/

11

2/

11

2/

L6X4X38/ x 0'-4 12/a36

TOP SURFACENO PAINT

23

4/

22

33

4/

212/

33

4/

23

4/2

L6X4X58/ x 3'-858/14/

134/2 212/2'-1178/

2

3'-938/

L6X4X38/ x 0'-4 12/a36

L6X4X38/ x 0'-4 12/a36

21

2/

21

2/

212/214/ 214/212/

Tekla

Str

uctu

res

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 78M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

78M 6 L6X4X5/8 3'-8 5/8"445 A36 SQ-2

a36 L6X4X3/812 0'-4 1/2"28 A36

24 3/4"Ø A325SC BOLT 0'-2 1/4"4

3/4"Ø A325SC BOLT 0'-2 3/4" Site12

3/4"Ø A325SC BOLT 0'-2 1/4" Site12

TOTAL WEIGHT THIS DRAWING 476

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 128: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-438/

11

14/45°

CJPT&B FLG

B

B

A

A

1

5'-5516/

23

'-9

14/45°

CJPT&B FLG

38/

31

2/9'-11316/

F

F

EL25'-0

38/

North

112/

E

E

C

C

1

34/

38/38/

W18X86 x 1'-9 12/w71

34/

3

-1

'-10

12/

D

D

1'-1112/

38/38/

38/38/ +

23

'-0

FL58/ "X3 12/ x 0'-9p77

1'-638/

17'-61116/

12/

16'-0516/

16

'-0

516

/

12/

1'-0

24

'-9

9

18

'-3

11

16

/

1'-638/

17

'-6

11

16

/

1'-1

78/

9'-11316/16'-0516/

1'-9

12/

12/

1'-0

18/

W14X132 x 26'-812/112/

12/

EL23'-0

95

16

/

2

10

15

16

/7

116

/

26'-1012/

3

24

'-6

3

24

'-3

212/

24

'-0

23'-912/

23

'-9

12/

RD 2'-212/

75

8/

p61

p123

3

24

'-6

16'-0516/

16

'-0

516

/

93

8/

p123

1'-558/

17

'-5

15

16

/

1112/

24

'-8

12/

p123

2'-0938/

18

'-3

516

/

PL58/ "X10 916/ x 0'-11p76

p48

p48

1316/Ø

24'-0 24

'-0

RD

FL34/ "X7 x 1'-0 18/p123

2'-212/

75

8/316

/

3

24

'-3

5'-51116/

23

'-9

12/

4

38/38/

A - A

516/516/

PL1 12/ "X16 x 1'-4BP2

1 316/Ø

38/38/

66

4

F - F

PL12/ "X13 78/ x 1'-3 14/p61

14/

516/

516/

758/ 758/

38/

1'-1

78/

38/

B - B

738/

3- FL34/ "X5 14/ x 1'-4 38/p124

3- FL34/ "X5 14/ x 1'-4 38/p124

FL34/ "X7 x 1'-0 18/p123

FL34/ "X7 x 1'-0 18/p123

738/

5916/ 5916/

615

16

/5

38/

611

16

/

53

8/3

13

16

/

14/

C - C

FL34/ "X7 x 1'-0 18/p123

W18X86 x 1'-9 12/w71

1116/

738/

FL34/ "X7 x 1'-0 18/p123

HOLES2"AROUNDNO PAINT

738/

7

31

2/

1'-0

18/

11

4/1

14/

234/

10

15

16

/7

116

/

234/

D - D

516/516/

TYP

FL58/ "X7 x 1'-0 12/p105

39

16

/

FL58/ "X7 x 1'-0 12/p69

1'-0

12/

358/

3

21

4/6

58/

11516/

11

16

/1

'-0

12/

11

16

/

E - E

1'-0

12/

PL58/ "X10 916/ x 0'-11p76

11

16

/1

116

/

38/38/

516/516/

516/516/

PL12/ "X7 116/ x 1'-0 12/p48

7916/7316/

316/

1'-2

58/

7116/

71

8/7

12/

316

/

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

80A 1 W14X132 26'-8 1/2"3527 A992 SQ-2

p48 PL1/2"X7 1/16"2 1'-0 1/2"12 A36

p61 PL1/2"X13 7/8"1 1'-3 1/4"30 A36

p69 FL5/8"X7"1 1'-0 1/2"15 A36

p76 PL5/8"X10 9/16"1 0'-11"19 A36

p77 FL5/8"X3 1/2"1 0'-9"6 A36

p105 FL5/8"X7"1 1'-0 1/2"15 A36

p123 FL3/4"X7"6 1'-0 1/8"17 A36

p124 FL3/4"X5 1/4"6 1'-4 3/8"17 A36

BP2 PL1 1/2"X16"1 1'-4"109 A572-50

w71 W18X861 1'-9 1/2"154 A992

TOTAL WEIGHT THIS DRAWING 3921

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 80A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 129: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

34'-1038/

218/

RD

31

8/

34/

1 116/Ø

33

16

/

258/

1 116/Ø

TOP SURFACENO PAINT

CAMBER UP 58/ " AT C/L

1'-0

34/

34'-978/

1'-0

W18X86 x 35'-012/

12/

2.3

12

3

12/

12

3

33

33

31

8/

3

218/

33

3

3 3

33

33

3

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 85A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

85A 3 W18X86 35'-0 1/2"9051 A992 BEV-2

1"Ø A325X_TC BOLT 0'-2 3/4" Site30

TOTAL WEIGHT THIS DRAWING 9051

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

W

F x

x

Page 130: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

512/

97

8/

1

21

'-8

18/

438/

43

8/0

20'-258/ 21

'-2

15

16

/

41516/

61

8/

PL58/ "X9 1316/ x 1'-4 34/p86PL58/ "X9 1316/ x 1'-4 34/

p41

A

A

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

W18X50 x 21'-818/

C12X20.7 x 21'-8 18/w66

312/ GA

312/ GA

1316/

13

16

/0

1 116/ "Ø

NO PAINT2" AROUNDHOLES

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

FL34/ "X3 12/ x 1'-4 38/p120 (B/S)

234/

4316/

21

'-7

18/

41516/

1'-0

516

/

114/

73

8/

20'-712/

21

'-5

38/

1 12/

FL34/ "X3 12/ x 1'-4 38/p120

13

4/

13

4/

412/

C12X20.7 x 21'-8 18/w66

B

B

14/ 5"@1014/ 5"@10

1'-2716/

12

40.8

1038/

PL58/ "X9 1316/ x 1'-4 34/p86

2'-2516/

14/ 4014/ 40

B

B

16'-838/

19

'-5

13

16

/

14/ 4014/ 40

PL58/ "X9 1316/ x 1'-4 34/p41

FL34/ "X3 12/ x 1'-4 38/p120

FL34/ "X3 12/ x 1'-4 38/p120

FL34/ "X3 12/ x 1'-4 38/p120

6716/

3

1240.81°

1038/

2'-9716/

2'-9

716

/

RD

6716/

13

4/

77

16

/

3

55 16/

11 2/

5 516/

77

16

/

13

4/

21

2/2

12/

B - B

PL58/ "X9 1316/ x 1'-4 34/p41

516/516/

5516/3

73

16

/5

58/

A - A

66

38/38/

45°

CJP TYPT&B FLANGE

1 116/ "Ø

NO PAINT2" AROUNDHOLES

134/

p120

p120

134/

312/

13

16

/1

'-4

38/

13

16

/

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Tekla

Str

uctu

res

W

F x

x

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

89A 1 W18X50 21'-8 1/8"1084 A992 SQ-2

p41 PL5/8"X9 13/16"1 1'-4 3/4"28 A36

p86 PL5/8"X9 13/16"1 1'-4 3/4"28 A36

p120 FL3/4"X3 1/2"12 1'-4 3/8"12 A36

w66 C12X20.71 21'-8 1/8"449 A572-GR.50

1"Ø A490SC_TC BOLT 0'-3" Site6

TOTAL WEIGHT THIS DRAWING 1600

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 89A

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Page 131: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

8'-4

2'-0

8'-7

34/

A

A

2'-734/

2'-7

34/

RD

23

8/

11

2'-0

4'-7

34/

9

PL12/ X9 18/ x 10'-0

2'-0

6'-7

34/

1'-414/

87

8/

4

A - A

14/

814/

1'-014/

516/516/

PL12/ "X8 18/ x 1'-0 14/p53

87

8/

12

45°

12

81

8/

215

16

/5

316

/

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

93M 1 PL1/2"X9 1/8" 10'-0"143 A36 SQ-2

p53 PL1/2"X8 1/8"4 1'-0 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 154

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 93M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 132: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-1014/

8'-7

34/

3'-22

38/

A

A

1'-25'-8

PL12/ X9 18/ x 10'-0

91

8/

2'-134/

6'-9

12/

1'-414/2'-0

4'-7

34/

2'-0

2'-7

34/

734/

73

4/

RD

A - A

53

16

/

PL12/ "X8 18/ x 1'-0 14/p53

215

16

/

814/

1'-014/

4

81

8/

14/

87

8/

1245

°

12

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 94M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

94M 1 PL1/2"X9 1/8" 10'-0"142 A36 SQ-2

p53 PL1/2"X8 1/8"5 1'-0 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 153

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 133: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

PL12/ X9 18/ x 10'-0

A

A

1'-414/

10

'-0

2'-0

8'-7

34/

2'-0

6'-7

34/

2'-0

4'-7

34/

2'-0

2'-7

34/

734/7

34/

RD

87

8/

14/

4

215

16

/

A - A

516/516/

PL12/ "X8 18/ x 1'-0 14/p53

14/

12

45°

12

814/

87

8/

1'-014/

53

16

/

81

8/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 95M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

95M 1 PL1/2"X9 1/8" 10'-0"147 A36 SQ-2

p53 PL1/2"X8 1/8"5 1'-0 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 158

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 134: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2'-0

2'-7

34/

1'-414/2'-0

8'-7

34/

A

A

A

A

A

A

A

A

7'-4516/1'-1112/8316/

2'-0

6'-7

34/

2'-0

4'-7

34/

734/

73

4/

RD

PL12/ X9 18/ x 10'-0

63

4/

215

16

/

A - A

814/

1'-014/

516/516/

PL12/ "X8 18/ x 1'-0 14/p53

53

16

/

81

8/

14/

87

8/

412

45°

12

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 96M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

96M 1 PL1/2"X9 1/8" 10'-0"124 A36 SQ-2

p53 PL1/2"X8 1/8"5 1'-0 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 135

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 135: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

PL12/ X9 18/ x 10'-0

2'-0

8'-7

34/

2'-0

6'-7

34/

1'-0

4'-7

34/

1'-518/

3'-7

34/

1'-678/

2'-2

58/

734/7

34/

RD

1'-414/

87

8/

14/

A - A

516/516/

4 814/

PL12/ "X8 18/ x 1'-0 14/p53

1'-014/

215

16

/

87

8/

53

16

/

81

8/

14/

12

45°

12

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 97M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

97M 1 PL1/2"X9 1/8" 10'-0"147 A36 SQ-2

p53 PL1/2"X8 1/8"5 1'-0 1/4"11 A36

p54 PL1/2"X8 1/8"1 1'-0 1/4"10 A36

TOTAL WEIGHT THIS DRAWING 168

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 136: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2'-0 6'-7

78/

31

4/

412/

A

A

FL12/ X10 x 10'-0

2'-018/ 2'-7

78/

1'-418/ 10

'-0

2'-0 8'-7

78/

2'-0 4'-7

78/

734/

73

4/

0

51

4/

A - A

21

2/

FL12/ "X4 34/ x 1'-4 14/p52

516/516/

43

4/

12

45°

12

21

4/

1'-014/4

1'-434/

14/

93

4/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 98M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

98M 1 FL1/2"X10" 10'-0"160 A36 SQ-2

p52 FL1/2"X4 3/4"5 1'-4 1/4"9 A36

TOTAL WEIGHT THIS DRAWING 168

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 137: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

2'-0

4'-7

78/

2'-0

2'-7

78/

778/

77

8/

RD

1'-5316/

A

A

23

8/

FL12/ X10 x 6'-378/

1'-8

A - A

21

4/

51

4/

12

45°

12

21

2/

FL12/ "X4 34/ x 1'-4 14/p52

516/516/

43

4/

1'-414/

1'-014/4

14/

93

4/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 99M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

99M 1 FL1/2"X10" 6'-3 7/8"84 A36 SQ-2

p52 FL1/2"X4 3/4"3 1'-4 1/4"9 A36

TOTAL WEIGHT THIS DRAWING 92

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 138: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-4 1'-8

1'-6

44

0

102MPL58/ "X40 x 10'-0

10'-0

4

10

'-0

1'-4 9'-8

1'-4 8'-4

1'-4 7'-0

1'-4 5'-8

1'-4 4'-4

1'-4 3'-0

3'-4

29

92

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 102M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

ALL HOLES ARE 1516/ UON

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

102M 1 PL5/8"X40" 10'-0"851 A36 SQ-2

m17 ROD7/8"32 0'-10"2 A307

7/8_HEAVY_HEX_NUT64 0

TOTAL WEIGHT THIS DRAWING 853

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 139: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

103MPL58/ "X40 X 9'-9 14/

3'-4

4

9'-9

516

/

1'-1516/ 9'-5

516

/

1'-4 8'-4

1'-4 7'-0

1'-4 5'-8

1'-4 4'-4

1'-4 3'-0

9

1'-4 1'-8

4

4

0

21

'-6

92

9'-9516/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 103M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

103M 1 PL5/8"X40" 9'-9 1/4"832 A36 SQ-2

m17 ROD7/8"32 0'-10"2 A307

7/8_HEAVY_HEX_NUT60 0

TOTAL WEIGHT THIS DRAWING 833

Page 140: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

21

'-0

2

10 (PL12/ X15 x 1'-4")

1516/Ø

31

2/

912/

51

2/

A - A

(1 12/ "x1516/ ") SLOTS

312/

112/

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 104M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

Tekla

Str

uctu

res

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

104M 36 PL1/2"X15" 1'-4"1266 A36 SQ-2

m13 ROD3/4"72 0'-10"45 A307

3/4_HEAVY_HEX_NUT144 6

TOTAL WEIGHT THIS DRAWING 1311

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

Page 141: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

A

A

21

'-0

2

8 (PL12/ X13 x 1'-4")

31

2/

712/

51

2/

(1 12/ "x1516/ ") SLOTS

A - A

312/

112/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 105M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

105M 46 PL1/2"X13" 1'-4"1409 A36 SQ-2

m17 ROD7/8"92 0'-10"85 A307

7/8_HEAVY_HEX_NUT184 13

TOTAL WEIGHT THIS DRAWING 1494

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 142: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

812/

A

A

A

A

2'-0

9'-3

12/

2'-0

7'-3

12/

2'-0

5'-3

12/

1'-1134/

3'-3

12/

1'-334/

1'-3

34/

RD

FL12/ X11 x 10'-0 1'-414/

14/

516/516/

A - A

FL12/ "X6 12/ x 1'-4 14/p67

358/

41

2/ 61

2/

10

34/

2

12

45°

12

1'-058/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 109M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

109M 1 FL1/2"X11" 10'-0"179 A36 SQ-2

p67 FL1/2"X6 1/2"5 1'-4 1/4"11 A36

TOTAL WEIGHT THIS DRAWING 190

1 For Fabrication 08/23/2017

A For Approval 06/30/2017

REV DESCRIPTION DATE

christian.castro
Text Box
3/4" Ø X 4" LONG WELDED NELSON HEADED STUDS @ 12" O.C. TYP. AT CLOSURE PLATES
Page 143: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

1'-4 1'-8

1'-4 3'-0

31516/

10

'-0

4

4

0

3'-4

1'-4 8'-4

10'-0

110MPL58/ "X40 x 10'-0

1'-4 5'-8

1'-4 4'-4

1'-4

9'-8

1'-4 7'-0

29

1'-6

92

Tekla

Str

uctu

res

ALL HOLES ARE 1516/ UON

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

110M 2 PL5/8"X40" 10'-0"1701 A36 SQ-2

m17 ROD7/8"64 0'-10"4 A307

7/8_HEAVY_HEX_NUT128 1

TOTAL WEIGHT THIS DRAWING 1705

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 110M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 144: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

TOP SURFACENO PAINT

6

L6X4X58/ x 18'-714/

33

4/

0

4'-7

78/

1'-6

7'-7

13

16

/

1'-6

4'-7

13

16

/

178/

3916/

18

'-5

38/

1'-6

18

'-1

78/

1'-6

16

'-7

78/

1'-6116/

15

'-1

78/

1'-6

13

'-7

13

16

/

1'-6

12

'-1

78/

1'-6

10

'-7

78/

1'-6

9'-1

78/

1'-6

6'-1

13

16

/

2'-0

3'-1

13

16

/

9

1'-1

78/

478/

47

8/0

Tekla

Str

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BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

121M 1 L6X4X5/8 18'-7 1/4"371 A36 SQ-2

m13 ROD3/4"14 0'-10"1 A307

3/4_HEAVY_HEX_NUT28 0

TOTAL WEIGHT THIS DRAWING 372

ALL HOLES ARE 1316/ UON

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 121M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

JIM

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE

Page 145: dggranade.comdggranade.com/project_files/hemb/Golden State Steel Submittals...Submittal Action Codes: A: No exceptions taken, B: Make corrections noted, C: Amend and resubmit, D: Rejected

L6X4X58/ x 2'-1012/

112/

1316/Ø

31

2/

1'-334/1'-334/112/

Tekla

Str

uctu

res

PAINT:

SURFACE PREP:

SHEET NUMBER

HEAVY EQUIPMENT MAINTENANCE BUILDINGSACRAMENTO, CALIFORNIA

Sherwin Williams B50AWS

1 126M

JOB NUMBER

17-411

APPROVAL / REVIEW AUTHORITY:THIS DRAWING REPRESENTS OUR INTREPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEELFABRICATOR AND STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ONTHE CONTRACT DOCUMENTS AND/OR ARCHITECTURAL AND STRUCTURAL DESIGN DRAWINGS. UNLESS NOTED TO THE CONTRARY ONTHIS DRAWING, IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL/REVIEWAUTHORITY WHEN IT IS RETURNED FROM APPROVAL. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THIS DRAWING AFTERSUBMISSION WILL BE CONSIDERED CONTRACT CHANGES.

SHOP NOTES:

1.

2.

3.

4.

5.

E-DWG REF:

CHECK DATE:

DRAWN:

CHCKD:

CAPITOL DETAILING CO.8850 GREENBACK LN. SUITE A

ORANGEVALE, CA 95662

(916) 987-9838

FABBED BY:

GOLDEN STATE STEEL2250 S. GOLDEN STATE BLVD.

FOWLER, CA 93625

PH (559) 834-6209

BILL OF MATERIAL

DESCRIPTION LENGTH REMARKSWEIGHT

126M 4 L6X4X5/8 2'-10 1/2"229 A36 SQ-2

m17 ROD7/8"12 0'-10"7 A307

7/8_HEAVY_HEX_NUT24 1

TOTAL WEIGHT THIS DRAWING 237

1 For Fabrication 08/23/2017

REV DESCRIPTION DATE