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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
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.
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
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
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
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
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
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
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/
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
uctu
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
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
uctu
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
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
Str
uctu
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
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
uctu
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
2
1014/
A
A
34/
HSS6X6X38/ x 13'-214/
31
4/
1012/
41
2/3
4/3
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
1A1
Qty. In Assembly
HSS6X6X3/8 A500-GR.B-46 1 13'-2 1/4" 3608 340
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
Tekla
Str
uctu
res
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
A
A
4
(3) 1 X 1'-6 STUD
FL12/ X8 x 1'-8
282 8
A - A
Tekla
Str
uctu
res
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
C12X30 x 14'-7A
A
3
1316/Ø 1316/
Ø
14'-512/112/
RD
33
3
33
112/
A - A
Tekla
Str
uctu
res
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
33
4/
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
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
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
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
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
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
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
1°
12
12/
2.3
8°
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
1°
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
7'-3916/
4
B
B
HSS4X4X38/ x 14'-1178/
PL1"X27 12/ x 4'-11 14/p16
71516
/
214/
10.7
5°
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
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
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
Str
uctu
res
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
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
Str
uctu
res
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
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
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
46A1
Qty. In Assembly
HSS6X6X5/8 A500-GR.B-46 1 13'-2" 3470 524
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
Str
uctu
res
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
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
uctu
res
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
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
Str
uctu
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
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
Str
uctu
res
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
L6X4X58/ x 2'-1158/
138/
1316/Ø
31
2/
31
2/
21'-41'-414/
Tekla
Str
uctu
res
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
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
Str
uctu
res
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
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
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
50A1
Qty. In Assembly
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
Str
uctu
res
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
1'-334/
1316/Ø
112/
31
2/L6X4X58/ x 2'-1012/
1'-334/112/
Tekla
Str
uctu
res
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
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/
Tekla
Str
uctu
res
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
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
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
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
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
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
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
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
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
uctu
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
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
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
Str
uctu
res
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
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
Str
uctu
res
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
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
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
Str
uctu
res
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
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
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
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
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
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
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
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
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
9°
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
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
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
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
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
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
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
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
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
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
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
1°
12
12/
2.3
8°
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
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
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
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
8°
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
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
1°
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
uctu
res
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
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