#1721 - PPG Aerospace - Assembly Drgs
#1721 - PPG Aerospace - Assembly Drgs
#1721 - PPG Aerospace - Assembly Drgs
LENGTH MATERIAL TYPE SHIP PIECE DESCRIPTION LENGTH MATERIAL WEIGHT REMARKS
QTY DESCRIPTION REMARKS QTY MARK MARK
(ft - in) GRADE (SITE/SHOP) (ft - in) GRADE (lbs)
6 3/4" DIA BOLT 2 1/2" A325X Site 1 B1 BEAM
1 B1 W10X19 23'-11 1/16" A992 457.5 PRIME PAINTED
W10X19 x 23'-111/16" ~ B1 1 p2 PL3/8"x3 3/4" 0'-7 1/8" A572-50 2.8
3 p11 PL3/8"x1 7/8" 0'-9 13/16" A572-50 1.9
RD
1 p22 PL3/8"x3 3/4" 0'-6 15/16" A572-50 2.7
11
3 /16" 20'-103/8" 23'-59/16" WEIGHT OF ONE ASSEMBLY 468.9
5/16
C
A p11 (BS)
35/16"
B1 B
p22
PL 3/8" ~ p22
p11 21/8"
23/4"
5/16
3 SIDES
5/16
3"
35/16"
C 5/16
6 B p2
A 5/16
PL 3/8" ~ p11
12"
63/8" 315/16" 21'-11/16" 2 - (15/16"x1 1/8") SLOTS A - A
315/16"
12"
315/16"
12"
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E02
RD 117/16" 20'-95/8" 8" APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
p22 p2 OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
11/8"
11/8"
B1 p11 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
11/8"
11/8"
21/8"
215/16"
5/16
3 SIDES TYP 1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
5/16
B FOR REVIEW SEPL 02/20/2018
A ISSUED FOR APPROVAL 12/29/2017
PL 3/8" ~ p2 SEPL
p11 REV. DESCRIPTION BY DATE
3"
PL 3/8" ~ p11
MUHLHAUSER STEEL INC.
2 - (15/16"x1 1/8") SLOTS 2437 S. WILLOW AVE., BLOOMINGTON, CA 92316
B - B
909/877-2792 FAX: 909/877-1649
C - C JOB NAME: PPG AEROSPACE DET: SEPL CHK'D: SEPL
ONE - BEAM - B1
Tekla structures
21/2"
21/4"
2 - (15/16"x1 1/8") SLOTS
3"
HOLES
p5
A
35/16" 11'-73/4" B PL 3/8" ~ p14
C
C - C
12"
12"
RD 1"
1"
37/8" 13'-85/16" SHOP NOTE:
71/2" 11'-31/2" 11'-111/2" 1. DEBURR ALL OPEN HOLES.
p14 p14
REF .: E03
B10 p5
11/8"
11/8"
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
11/8"
11/8"
HOLES: PAINT:
HOLES AS NOTED HOT.DIP.GALV.
5/16
21/8" PRINT LOG
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
5/16 B10 WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
RD
11/2" 19'-91/4"
35/8" 2 - 15/16"Ø
35/8" HOLES
B11
1"
1"
21/2"
21/2"
R
2
1/
1 /2
R
SHOP NOTE:
3"
3"
1. DEBURR ALL OPEN HOLES.
2
1/
REF .:
R
R
2 - 15/16"Ø E03
1 /2
APPROVAL/REVIEW AUTHORITY :
HOLES PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
1"
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
1"
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
35/8" 35/8" DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED HOT.DIP.GALV.
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
4 - BEAMS - B11
Tekla structures
RD
41/2" 18'-111/8"
27/16"
27/16"
B12
3"
3"
2 - 15/16"Ø
HOLES 2 - 15/16"Ø
HOLES
EL665'-10"
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
W8X24 X 19'-3 5/8" ~ B12
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
4 - BEAMS - B12
Tekla structures
RD
41/2" 18'-111/2"
27/16"
27/16"
B13
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
EL663'-3"
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
11'-73/8" B
12"
A
RD 1" 13'-85/16"
37/8"
11/8"
REF .: E03
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
11/8"
11/8"
5/16
3 SIDES TYP 1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
p14 5/16
3"
RD
41/2" 18'-11"
27/16"
27/16"
B15
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
EL666'-01/2"
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
4 - BEAMS - B15
Tekla structures
RD
41/2" 16'-103/4"
27/16"
27/16"
B16
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
EL663'-41/4"
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
21/8"
2 - (15/16"x1 1/8") SLOTS
21/2"
21/4"
3"
p14 C
31/4" 11'-73/4" B
A
12"
12"
C - C
1"
1"
RD 71/2" 2 - 13/16"Ø 11'-31/2" 11'-111/2" SHOP NOTE:
HOLES 1. DEBURR ALL OPEN HOLES.
p5 4 - 13/16"Ø
11/8"
p5 B17 HOLES
11/8"
REF .: E03
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
11/8"
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
11/8"
RD
41/2" 21'-10"
27/16"
27/16"
B18
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
EL663'-41/2"
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
2 - BEAMS - B18
Tekla structures
RD
41/2" 16'-101/4"
27/16"
27/16"
B19
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
W10X19 x 26'-37/8" ~ B2
RD 26'-23/8"
21/8" 5'-1013/16"
33/4"
11/2"
A p6 (BS) B 1/2
B2 R
3" 3"
p2
2 - 15/16"Ø
HOLES
11/2"
12"
A 313/16"
12"
R1
B /2
12"
1/8
1/8 1/8
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E02
RD 5'-63/8" 9" APPROVAL/REVIEW AUTHORITY :
p2 PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
11/8"
ONE - BEAM - B2
Tekla structures
RD
11/2" 18'-41/8"
27/16"
27/16"
B20
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLE HOLE
EL663'-0"
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
RD
11/2" 26'-105/8"
27/16"
27/16"
B21
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
EL663'-73/4"
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
2 - BEAMS - B21
Tekla structures
RD
41/2" 18'-113/4"
27/16"
27/16"
B22
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
RD
11/2" 18'-27/8"
27/16"
27/16"
B23
3"
3"
2 - 15/16"Ø 2 - 15/16"Ø
HOLES HOLES
SHOP NOTE:
EL663'-01/2"
W10X19 x 9'-103/4" ~ B3
RD
EL663'-53/4"
11/2"
B3
R1
3"
3"
/2
1/2
R
3"
3"
1/2
R R1
2 - 15/16"Ø /2
HOLES SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
11/2"
11/2"
33/4"
33/4"
REF .: E02
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
ONE - BEAM - B3
Tekla structures
3'-73/8" p2 13'-73/8" p2
RD
W10X19 x 17'-21/2" ~ B4
RD
TYP
EL663'-9"
11/2" 17'-1"
A
2 - 15/16"Ø
B4 p2 HOLES
p2
3"
3"
3"
3"
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
A UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
5/16 21/8" PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
5/16 HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
25/8"
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
3"
ONE - BEAM - B4
Tekla structures
B5
W10X19 x 17'-61/4" ~ B5
EL672'-711/16"
RD
11/2" 17'-43/4"
A
4"
11/2"
11/2"
4" B5 p12
R1
3"
3"
/2
1/2
R
SHOP NOTE:
3"
3"
1. DEBURR ALL OPEN HOLES.
2 - 15/16"Ø
2
1/
R
R
HOLES
1 /2
HOLES APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
11/2"
11/2"
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
4" 5/16 4" SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
21/2" A WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
5/16
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
41/4"
AS NOTED
37/8"
PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
ONE - BEAM - B5
Tekla structures
315/16"
W10X19 x 23'-111/16" ~ B6
12"
RD
13/4" 22'-1013/16"
11/2"
B6
31/4"
31/2"
R1
/2 1/2
R
3"
27/8"
27/8"
3"
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
1/2
11/2"
R
R1
/2
21/4"
REF .: E02
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
21/8" 29/16" 215/16" 2 - 15/16"Ø DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
2 - 15/16"Ø HOLES UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
HOLES SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
12" WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
12"
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
ONE - BEAM - B6
Tekla structures
B7
RD 8'-91/4" p1
RD
11/2" 17'-43/4"
4"
4"
11/2"
11/2"
B7 p1 A
R1
3"
3"
/2
1/2
R SHOP NOTE:
3"
3"
1. DEBURR ALL OPEN HOLES.
11/2"
4" A 4" UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
5/16 21/2" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
5/16 PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
27/8"
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
21/2"
3"
ONE - BEAM - B7
Tekla structures
11/2"
p2 B8 p6 (BS)
3"
1/2
R
3"
R1 2 - 15/16"Ø
/2 HOLES
11/2"
1/8 313/16"
12"
A B 1/16
12"
12"
1/8
1/8
1/8 SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
RD 5'-63/8" 6'-33/8"
12"
B8 p6
11/8"
REF .: E02
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
11/8"
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
5/16 p6 4 - 13/16"Ø ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
p2 21/8" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
5/16 HOLES MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
25/8"
3"
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
ONE - BEAM - B8
Tekla structures
5/16
5/16
p13
21/8"
27/16"
p11
23/4"
5/16
3 SIDES
5/16
p2 C
3 A B
3"
p11 (BS)
12"
315/16" PL 3/8" ~ p11
PL 3/8" ~ p13
12"
12"
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
11/8"
B9 p11 OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
11/8"
11/8"
ONE - BEAM - B9
Tekla structures
2 p25 PD1 1/2"x7/16" 0'-7 7/8" A36 1.7 5/8" TURN BUCKLE
r7
ns3 p24 ns3
p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
5/8
5/8
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
28'-107/8" (ROD5/8 x 12'-015/16") ~ BR1
1'-109/16" 77/8" 11'-71/16" 77/8" 11'-71/16" 77/8" 1'-109/16"
7/16 1" 215/16" 2" 215/16" 215/16" 2" 215/16" 215/16" 2" 215/16"
1" 1/2
ns3 ~ 5/8_HEAVY_HEX_NUT
ws13 ~ 5/8_WASHER p25 r3 ~ ROD5/8" p25 r7 ~ ROD5/8" ws3 ns3
r7 ~ ROD5/8" p24 BR1
GRIP = 5/8
PIN = 1 6" 6" 6" 6" 6" 6" 6" 6"
THREAD THREAD THREAD THREAD THREAD THREAD THREAD THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
15/16
p33 p33
3/4
3/4
3/4
3/4
BR10 r14 r1 p26
3/4
3/4
3/4
3/4
15/16
15/16
6" 5/8 11/4"
6" 6" 6" 6"
THREAD THREAD 6"
p26 THREAD THREAD THREAD
THREAD
11/4"
11/16
11/4"
6" 6" 6"
THREAD THREAD THREAD THREAD THREAD THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED GALV.
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
15/16
p33
3/4
3/4
3/4
3/4
BR11 r12 p33 r21 p26
5/8 11/4"
3/4
3/4
3/4
3/4
15/16
15/16
p26 6" 6"
6" 6" 6"
THREAD THREAD 6"
THREAD THREAD THREAD
THREAD
33'-01/8" (ROD3/4 x 10'-77/8") ~ BR11
11/4"
ROD3/4" ~ r12 p26
BR11 p33 p33 ROD3/4" ~ r21
11/4"
11/4"
6" 6" 6" 6" 6" 6"
THREAD THREAD THREAD THREAD THREAD THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED GALV.
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
11/4"
ns3 p29
3/4
3/4
ws13
5/8
r7 BR12
5/8
3/4
3/4
11/4"
p25
1 - 1"Ø
5/8_HEAVY_HEX_NUT ~ ns3
5/8 THRU HOLES REF .: E05
215/16" 2" 215/16" 1"
13/8" APPROVAL/REVIEW AUTHORITY :
15/16
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
5/8_WASHER ~ ws13 p25 BR12 DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
GRIP = 5/8
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
PIN = 1 WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
1/2 1" WILL BE CONSIDERED AS CONTRACT CHANGES.
15/16
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
ROD5/8" ~ r7
6" 6" 6" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
6" PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
THREAD THREAD THREAD p29 COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
THREAD HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
1 p32 PD1 1/2"x7/16" 0'-7 7/8" A36 1.7 5/8" TURN BUCKLE
ns3
p25 p25 p32 p25
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
5/8
5/8
ws14 r7 BR13 r10 r10 r7 ws14
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
ns3
ns3 5/8_HEAVY_HEX_NUT
ws14 5/8_WASHER 215/16" 2" 215/16" 215/16" 2" 215/16" 215/16" 2" 215/16" 215/16" 2" 215/16"
13/16" p25
p25 BR13 ROD5/8" ~ r10 p32 ROD5/8" ~ r10 p25 r7 ROD5/8" ws14 ns3
GRIP = 5/8
PIN = 1
r7 ROD5/8" 13/16"
6" 513/16" 513/16" 57/8" 57/8" 515/16" 51/16" 6" 6"
THREAD THREAD THREAD 6"
THREAD THREAD THREAD THREAD THREAD THREAD
THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
r7 ws14
ns3 ns3
ws14 p25 p25 p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
5/8
5/8
BR14 r10 r10 r7
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
34'-75/8" (ROD5/8 x 9'-107/8") ~ BR14
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
r7 ws8
ns3 ns3
ws8 p25 p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
BR15
5/8
5/8
r20 r7
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
27'-51/16" (ROD5/8 x 11'-4") ~ BR15
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
1 - 1"Ø 1 - 1"Ø
THRU HOLE THRU HOLE
15/16
15/16
p26 p33 p33 p26
3/4
3/4
3/4
3/4
BR16 r18 r11
3/4
3/4
3/4
3/4
15/16
15/16
33'-09/16" (ROD3/4 x 10'-8") ~ BR16
11/4"
p26 p33 p33 p26
ROD3/4" ROD3/4" ~ r11
ROD3/4" ~ r18
11/4"
11/4"
6" 6" 6" 6" 6" 6"
THREAD THREAD THREAD THREAD THREAD THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED GALV.
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
p25 ns3
9/16
9/16
p25 p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
ws10 r7 BR17 r10 r10 r7 ws10
9/16
9/16
3/4
3/4
3/4
3/4
3/4
3/4
3/4
3/4
ns3
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
11/4"
ns3 p28
3/4
3/4
ws8 BR18
r7
3/4
3/4
6" p25
11/4"
THREAD 6" 6"
6"
THREAD THREAD
THREAD
15/16
REF .:
11/2" E05
p25 ROD5/8" ~ BR18 APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
GRIP = 5/8 OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
1/2
PIN = 1 DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
1" UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
15/16
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
6" ROD5/8" ~ r7 6" 6" p28 SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
6" WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
THREAD THREAD THREAD THREAD NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
15/16
11/4" 5/8 5/8 11/4"
1 - 1"Ø r15
THRU HOLE BR19 p33
GRIP = 5/8
6"
15/16
PIN = 1 p26 6" 6" 6"
THREAD THREAD THREAD
THREAD
p26 1 - 1"Ø
THRU HOLE
SHOP NOTE:
22'-61/16" (ROD3/4 x 10'-95/16") ~ BR19 1. DEBURR ALL OPEN HOLES.
11/4"
p26 r15 ~ ROD3/4" p26 REF .: E04
BR19 p33 APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
11/4"
11/4"
6" 6" 6" 6" UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
THREAD THREAD THREAD THREAD SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED GALV.
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
15/16
p26 p33 p33
3/4
3/4
3/4
3/4
BR2 r9 r11 p26
3/4
3/4
3/4
3/4
15/16
15/16
1 - 1"Ø 1 - 1"Ø
THRU HOLE THRU HOLE
11/4"
p26 ROD3/4" ~ r11 p26
BR2 p33 ROD3/4" ~ r9 p33
11/4"
11/4"
6" 6" 6" 6" 6" 6"
THREAD THREAD THREAD THREAD THREAD THREAD
GRIP = 5/8
PIN = 1
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED GALV.
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
15/16
1 - 1"Ø BR20 p33 r8
THRU HOLE
GRIP = 5/8
15/16
6" 6" 6" 6"
PIN = 1 p26
THREAD THREAD THREAD THREAD
1 - 1"Ø SHOP NOTE:
THRU HOLE 1. DEBURR ALL OPEN HOLES.
REF .: E04
22'-35/16" (ROD3/4 x 10'-715/16") ~ BR20
APPROVAL/REVIEW AUTHORITY :
15/16 15/16 PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
6"
11/4"
11/4"
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
p26 r8 ~ ROD3/4" p26 DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
BR20 p33 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
6"
11/4"
11/4"
6" 6" 6" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
THREAD PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
THREAD THREAD THREAD COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED GALV.
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
1 p31 PD1 1/2"x7/16" 0'-7 7/8" A36 1.7 5/8" TURN BUCKLE
1 p34 PD1 1/2"x7/16" 0'-7 7/8" A36 1.7 5/8" TURN BUCKLE
ws12
ns3 ns3
p31 p25 p34
3/4
3/4
3/4
3/4
3/4
3/4
ws12
5/8
5/8
r7 r19 BR21 r7
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
27'-53/8" (ROD5/8 x 11'-43/16") ~ BR21
GRIP = 5/8
PIN = 1 6" 6" 6" 6" 6"
6" 6" 6"
THREAD THREAD THREAD THREAD THREAD
THREAD THREAD THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
p29
p25
3/4
3/4
BR22
5/8
r7
ws12
5/8
3/4
3/4
ns3
11/4"
1 - 1"Ø 39/16" 5/8 11'-13/8" 15/16 6" 15/16 1'-91/16" 1" 1/2
SHOP NOTE:
THRU HOLE
15/8" 215/16" 2" 215/16" ns3 ~ 5/8_HEAVY_HEX_NUT 1. DEBURR ALL OPEN HOLES.
15/16
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
p29
9/16
BR23
3/4
3/4
r7 ws1
9/16
3/4
3/4
ns3
11/4"
REF .: E04
BR23 p25 ws1 ~ 5/8_WASHER APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
15/16
p29 6" 6" 6" r7 ~ ROD5/8" 13/8" UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
PIN = 1 6" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
THREAD PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
p25 ns3
p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
ws1 r7 r3 BR24 r7 ws1
3/4
3/4
3/4
3/4
3/4
3/4
ns3
ns3 5/8_HEAVY_HEX_NUT
215/16" 2" 215/16"
ws1 5/8_WASHER 215/16" 2" 215/16" 215/16" 2" 215/16"
13/8" ns3
p25 r3 ~ ROD5/8" p25 BR24 p25 r7 ROD5/8" ws1
GRIP = 5/8
PIN = 1
r7 ROD5/8" 13/8"
6" 6" 6" 6" 6" 6" 6"
6"
THREAD THREAD THREAD THREAD THREAD THREAD THREAD
THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
11/4"
ns3 p29
p25
9/16
ws8 BR25
3/4
r7
9/16
3/4
6" 6" 6"
11/4"
6"
THREAD THREAD THREAD
THREAD
1/2 1" 1'-91/16" 77/8" 11'-31/4" 5/8 39/16" 1 - 1"Ø SHOP NOTE:
THRU HOLE 1. DEBURR ALL OPEN HOLES.
5/8_HEAVY_HEX_NUT ~ ns3
215/16" 2" 215/16" GRIP = 5/8
15/16
5/8_WASHER ~ ws8 PIN = 1
p25 BR25 REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
17/16"
15/16
ROD5/8" ~ r7 6" 15/8" p29 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
6" WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
6" THREAD THREAD WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
THREAD 6" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
THREAD COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
ns3
p25 ws8
9/16
p25 BR26 p25
3/4
3/4
3/4
3/4
3/4
3/4
ws8 r7 r19 r7
9/16
3/4
3/4
3/4
3/4
3/4
3/4
ns3
ns3 5/8_HEAVY_HEX_NUT
ws8 5/8_WASHER 215/16" 2" 215/16" 215/16" 2" 215/16" 215/16" 2" 215/16"
17/16" ns3
p25 BR26 p25 r19 ~ ROD5/8" p25 r7 ROD5/8" ws8
GRIP = 5/8
PIN = 1 r7 ROD5/8" 17/16"
6" 6" 6" 6" 6" 6" 6"
THREAD THREAD THREAD THREAD THREAD THREAD THREAD 6"
THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
11/4"
p29
ws13 p25 BR27
3/4
3/4
5/8
r7
5/8
3/4
3/4
11/4"
6" 51/8"
6" 6"
THREAD THREAD
THREAD THREAD
15/16
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
5/8_WASHER ~ ws13 DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
p25 BR27 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
15/16
ROD5/8" ~ r7 6" p29 MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
6" 6" COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
THREAD HOLES: PAINT:
6" THREAD THREAD AS NOTED PRIME PAINTED
THREAD GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
3/4
3/4
r7 ws1
5/8
5/8
3/4
3/4
6" 6"
11/4"
6" 6"
THREAD THREAD THREAD THREAD
PIN = 1 p29 6" 6" 6" r7 ~ ROD5/8" DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
THREAD THREAD THREAD 6" WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ns3 ~ 5/8_HEAVY_HEX_NUT THREAD ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
p25 ns3
p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
5/8
5/8
ws3 r7 r17 BR29 r7 ws3
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
ns3
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
ws13 r7 BR3 p25 r6 r7 ws3 ns3
3/4
3/4
3/4
3/4
3/4
3/4
ns3
ns3 5/8_HEAVY_HEX_NUT 215/16" 2" 215/16" 215/16" 2" 215/16" 215/16" 2" 215/16"
ws13 5/8_WASHER p25 r6 ~ ROD5/8" p25 r7 ~ ROD5/8" ws3 ns3
BR3 p25
GRIP = 5/8
13/8" PIN = 1
r7 ~ ROD5/8" 15/16"
6" 6" 6" 6" 6" 6" 6"
6"
THREAD THREAD THREAD THREAD THREAD THREAD THREAD
THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
3/4
3/4
5/8
BR30 r7
5/8
3/4
3/4
ns3
11/4"
6" 6"
6" 6"
THREAD THREAD
THREAD THREAD
ROD5/8" ~ r7
15/16
6" 6" 6" 6" UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
p29 SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
THREAD THREAD THREAD THREAD WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
ws1 r7 BR4 r13 p25 r7 ws1 ns3
3/4
3/4
3/4
3/4
3/4
3/4
ns3
ws1 ~ 5/8_WASHER p25 BR4 p25 r13 ~ ROD5/8" p25 r7 ~ ROD5/8" ws1 ns3
GRIP = 5/8
13/8" r7 ~ ROD5/8" 13/8" PIN = 1
6" 6" 6" 6" 6" 6"
6" THREAD THREAD THREAD THREAD THREAD THREAD 6"
THREAD THREAD
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
ns3 ns3
p25 p25 p25
3/4
3/4
3/4
3/4
3/4
3/4
5/8
5/8
ws3 r7 BR5 r17 r7 ws3
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
28'-105/8" (ROD5/8 x 12'-013/16") ~ BR5
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
r7 ns3
ns3 p25 ws1
3/4
3/4
3/4
3/4
3/4
3/4
BR6
5/8
5/8
ws1 r17 p25 r7
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
28'-109/16" (ROD5/8 x 12'-013/16") ~ BR6
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
1 p30 PD1 1/2"x7/16" 0'-7 7/8" A36 1.7 5/8" TURN BUCKLE
ns3
p30 p25
3/4
3/4
3/4
3/4
3/4
3/4
5/8
5/8
ws1 r7 r6 BR7 p25 r7 ws1
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
ns3
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
3/4
3/4
r16 p26 THRU HOLE
GRIP = 5/8
3/4
3/4
PIN = 1 p26 6" 6" 6"
6"
THREAD THREAD THREAD
THREAD
11/4"
p26 p26
BR8 p33 r16 ~ ROD3/4" REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
11/4"
11/4"
6" 6" 6" 6"
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
HOLES: PAINT:
AS NOTED GALV.
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
r7 ns3
ns3 p25 p25 p25 ws12
3/4
3/4
3/4
3/4
3/4
3/4
5/8
5/8
ws12 BR9 r20 r7
5/8
5/8
3/4
3/4
3/4
3/4
3/4
3/4
27'-51/16" (ROD5/8 x 11'-4") ~ BR9
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
QTY USE DATE
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
EL671'-915/16"
1 HSS4X4X1/4 PRIME PAINTED
1 bp1 PL3/4"x12" 1'-0" A572-50 30.6
1 p4 PL3/8"x3 3/4" 0'-6" A572-50 2.4
1'-0" 1 p15 PL3/4"x5" 0'-10 1/8" A572-50 10.8
31/2" 31/2"
13/16"
WEIGHT OF ONE ASSEMBLY 256.0
31/2"
p15
C
315/16"
1'-0"
1/4
4 - 1 1/4"Ø
HOLES 2 - 13/16"Ø
HOLES 41/2"
12"
31/2"
11/8"
PL 3/4" ~ bp1 5/16
5"
A-A
11/8"
5/16
18'-715/16" (HSS4X4X1/4 x 18'-6") ~ C1
1/8
SHOP NOTE:
B - B
3"
1. DEBURR ALL OPEN HOLES.
18'-6"
10'-01/4"
11/2"
REF .: E01
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
2 - (15/16"x1 1/8") SLOTS UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
A MARK FACE "A" B GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
NORTH SPLICES MAY OCCUR OTHER THAN SHOWN.
bp1 bp1
2437 S. WILLOW AVE., BLOOMINGTON, CA 92316
909/877-2792 FAX: 909/877-1649
ONE - COLUMN - C1
Tekla structures
1'-0"
EL663'-3"
11/2" 11/2"
p9
(CTR'D) 4 - 1 1/4"Ø
21/2"
1/4
HOLES
p9 PL 3/4" ~ bp1
31/2"
1'-0"
2 - 11/16"Ø
3"
THRU HOLES
31/2"
11'-10" (HSS3X3X3/16 x 11'-9") ~ C10
11'-31/4"
21/2"
SHOP NOTE:
5/16 1. DEBURR ALL OPEN HOLES.
A - A
REF .: E01, E05 & E08
11'-9"
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
A MARK FACE "A" MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
B PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
NORTH
HOLES: PAINT:
PRINT LOG
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
QTY USE DATE SPLICES MAY OCCUR OTHER THAN SHOWN.
EL651'-5"
bp1 bp1
2437 S. WILLOW AVE., BLOOMINGTON, CA 92316
909/877-2792 FAX: 909/877-1649
EL672'-8"
1 p3 PL1/4"x4" 0'-4" A572-50 1.1
WEIGHT OF ONE ASSEMBLY 252.5
p3
p3 (CTR'D)
1'-0"
1/4
21/2" 11/2" 51/2" 21/2"
4 - 1 1/4"Ø
HOLES
21/2"
PL 3/4" ~ bp1
31/2"
1'-0"
31/2"
~ C11
21/2"
19'-4" (HSS4X4X1/4 x 19'-3")
5/16
SHOP NOTE:
19'-31/4"
A - A
19'-3"
A HOLES: PAINT:
PRINT LOG
AS NOTED GALV.
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
MARK FACE "A" B WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
QTY USE DATE SPLICES MAY OCCUR OTHER THAN SHOWN.
NORTH
EL653'-4"
3/4
EL665'-61/4"
(ft - in) GRADE (SITE/SHOP) (ft - in) GRADE (lbs)
1 C12 COLUMN
1 C12 HSS4X4X1/4 11'-10 1/16" A500-GR.B 135.8 PRIME PAINTED
B 1 bp1 PL3/4"x12" 1'-0" A572-50 30.6
11/8" 11/8"
11/16
4" 1 p19 PL3/4"x5" 1'-0" A572-50 12.8
4" WEIGHT OF ONE ASSEMBLY 179.2
B p19
p19
315/16"
1/4
1'-0"
31/2"
4 - 1 1/4"Ø
HOLES
1'-0"
PL 3/4" ~ bp1
31/2"
5/16
A - A
1'-0"
4" 4"
11'-111/4"
11'-101/16"
SHOP NOTE:
4 - 13/16"Ø
11/8"
1. DEBURR ALL OPEN HOLES.
HOLES
5"
REF .: E02
11/8"
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
PL 3/4" ~ p19 OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
B - B WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
PRINT LOG
AS NOTED PRIME PAINTED
MARK FACE "A" GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
NORTH QTY USE DATE
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
A B
bp1 bp1
JOB NAME: PPG AEROSPACE DET: SEPL CHK'D: SEPL
EL665'-61/4"
(ft - in) GRADE (SITE/SHOP) MARK MARK (ft - in) GRADE (lbs)
1 C2 COLUMN
1 C2 HSS4X4X1/4 12'-1 9/16" A500-GR.B 139.1 PRIME PAINTED
B
11/8" 11/8" 1 bp1 PL3/4"x12" 1'-0" A572-50 30.6
11/16
4" 1 p19 PL3/4"x5" 1'-0" A572-50 12.8
4" WEIGHT OF ONE ASSEMBLY 182.5
B
315/16"
1/4
12"
1'-0"
31/2" 31/2"
31/2"
PL3/4"x12" ~ bp1
1'-0"
4 - 1 1/4"Ø
HOLES
31/2"
5/16
A - A SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
12'-23/4"
12'-19/16"
1'-0"
REF .: E01
4" 4" APPROVAL/REVIEW AUTHORITY :
11/8"
4 - 13/16"Ø PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
HOLES DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
5"
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
11/8"
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
PL3/4"x5" ~ p19 NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
B - B HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
MARK FACE "A" PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
A B SPLICES MAY OCCUR OTHER THAN SHOWN.
NORTH QTY USE DATE
ONE - COLUMN - C2
Tekla structures
EL662'-85/16"
2 C3 HSS5X0.250 9'-4 3/4" A53-GR.B 111.6 PRIME PAINTED
2 bp1 PL3/4"x12" 1'-0" A572-50 30.6
2 p7 PL3/4"x6 1/4" 1'-1" A572-50 17.3
13/16
11/8" 11/8"
p7
3/4
12"
1/8
p7 1'-0"
1/4
31/2" 31/2"
4 - 1 1/4"Ø
31/2"
HOLES
1'-0"
PL 3/4" ~ bp1
31/2"
9'-65/16" (HSS5X0.250 x 9'-43/4") ~ C3 5/16
A - A
1'-1"
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
41/2" 41/2"
11/8"
4 - 13/16"Ø
9'-413/16"
9'-43/4"
61/4"
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
11/8"
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
PL 3/4" ~ p7 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
B - B ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
MARK FACE "A"
QTY USE DATE
A NORTH B
1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
B FOR REVIEW SEPL 02/20/2018
A ISSUED FOR APPROVAL SEPL 12/29/2017
EL653'-2"
3/4
bp1 bp1 JOB NAME: PPG AEROSPACE DET: SEPL CHK'D: SEPL
2 - COLUMNS - C3
Tekla structures
EL671'-915/16"
WEIGHT OF ONE ASSEMBLY 254.1
1'-0"
11/8" 11/8"
13/16"
31/2" 31/2" 4 - 1 1/4"Ø
C p15 HOLES
41/2" 2 - 13/16"Ø
31/2"
HOLES 41/2"
C
11/8"
1/4
37/8"
1'-0"
5"
p15
12"
11/8"
31/2"
18'-515/16" (HSS4X4X1/4 x 18'-4") ~ C4 PL 3/4" ~ p15
PL 3/4" ~ bp1 5/16 C - C
A - A
p4 4" PL 3/8" ~ p4
1/8
p4 B B
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
3" 5/16
18'-4"
REF .: E01
5/16
9'-101/4"
APPROVAL/REVIEW AUTHORITY :
11/2" B - B PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
2 - (15/16"x1 1/8") SLOTS WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
A MARK FACE "A" B PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
NORTH
QTY USE DATE
EL653'-4"
A A
1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
B FOR REVIEW SEPL 02/20/2018
RD
bp1 bp1
MUHLHAUSER STEEL INC.
2437 S. WILLOW AVE., BLOOMINGTON, CA 92316
909/877-2792 FAX: 909/877-1649
ONE - COLUMN - C4
Tekla structures
EL669'-71/4"
1 p3 PL1/4"x4" 0'-4" A572-50 1.1
WEIGHT OF ONE ASSEMBLY 239.4
p3
p3 (CTR'D)
1/4
1/4
1'-0"
31/2" 31/2"
4 - 1 1/4"Ø
31/2"
HOLES
C5
18'-21/4" (HSS4X4X1/4 x 18'-11/~4") PL 3/4" ~ bp1
1'-0"
5/16 SHOP NOTE:
31/2"
1. DEBURR ALL OPEN HOLES.
18'-11/4"
18'-11/4"
A - A REF .: E01
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
MARK FACE "A" B PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
NORTH
QTY USE DATE
A
1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
02/20/2018
EL651'-5"
ONE - COLUMN - C5
Tekla structures
EL662'-7"
3 C6 HSS5X0.250 9'-3 3/16" A53-GR.B 110.0 HOT.DIP.GALV.
3
41/2" 11/8" 11/8" bp1 PL3/4"x12" 1'-0" A572-50 30.6
11/16"
3 p17 PL3/4"x6 1/4" 0'-9 1/2" A572-50 12.6
12" B p17
B WEIGHT OF ONE ASSEMBLY 153.3
1"
p17
1'-0"
1/4
31/2" 31/2"
4 - 1 1/4"Ø
31/2"
HOLES
1'-0"
PL 3/4" ~ bp1
31/2"
9'-5" (HSS5X0.250 x 9'-33/16") ~ C6
5/16
A - A
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
9'-33/16"
9'-33/16"
11/8"
PL 3/4" ~ p17 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
61/4"
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
11/8"
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED HOT.DIP.GALV.
A B - B
MARK FACE "A" PRINT LOG
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
B WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
NORTH
QTY USE DATE
bp1 bp1 JOB NAME: PPG AEROSPACE DET: SEPL CHK'D: SEPL
3 - COLUMNS - C6
Tekla structures
EL663'-65/16"
(ft - in) GRADE (SITE/SHOP) REMARKS MARK MARK (ft - in) GRADE (lbs)
3 C7 COLUMN
3 C7 HSS5X0.250 10'-2 1/2" A53-GR.B 121.3 HOT.DIP.GALV.
11/16"
3 p18 PL3/4"x6 1/4" 1'-0" A572-50 16.0
11/16"
4" 4" p18 WEIGHT OF ONE ASSEMBLY 167.8
B
B
1"
12" 1'-0"
p18 31/2" 31/2"
1/4
4 - 1 1/4"Ø
31/2"
HOLES
1'-0"
PL 3/4" ~ bp1
31/2"
10'-45/16" (HSS5X0.250 x 10'-21/2") ~ C7
5/16
A - A
1'-0"
SHOP NOTE:
4" 4"
10'-21/2"
1. DEBURR ALL OPEN HOLES.
4 - 13/16"Ø
10'-21/2"
11/8"
HOLES
REF .: E01
61/4"
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
11/8"
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
PL 3/4" ~ p18 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
B - B ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED HOT.DIP.GALV.
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
MARK FACE "A" B QTY USE DATE
A NORTH
1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
B FOR REVIEW SEPL 02/20/2018
EL653'-2"
bp1
JOB NAME: PPG AEROSPACE DET: SEPL CHK'D: SEPL
3 - COLUMNS - C7
Tekla structures
EL664'-6"
p8
PL 3/8" ~ p8 (CTR'D)
3/8
1'-0"
11'-4" (HSS4X4X1/4 x 11'-27/8") ~ C8
31/2" 31/2"
4 - 1 1/4"Ø
31/2"
HOLES
PL 3/4" ~ bp1
1'-0"
11'-31/4"
11'-27/8"
SHOP NOTE:
31/2"
1. DEBURR ALL OPEN HOLES.
5/16
REF .: E01, E02
A - A APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
MARK FACE "A" WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
HOLES: PAINT:
EL653'-2"
PRINT LOG
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
A A QTY DATE
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
USE SPLICES MAY OCCUR OTHER THAN SHOWN.
3/4
3/4
ONE - COLUMN - C8
Tekla structures
1'-0"
EL663'-0"
21/2" 31/2" 31/2" 21/2"
11/2" 11/2"
PL 1/4" ~ p9 4 - 1 1/4"Ø
p9
1/4
HOLES
21/2"
(CTR'D)
31/2"
PL 3/4" ~ bp1
1'-0"
3"
31/2"
11'-01/4"
21/2"
2 - 11/16"Ø
THRU HOLES
A-A 5/16
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
11'-6"
REF .: E01
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
A MARK FACE "A" UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
B SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
NORTH ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
PRINT LOG
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
A A
EL651'-5"
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
QTY USE DATE SPLICES MAY OCCUR OTHER THAN SHOWN.
RD
ONE - COLUMN - C9
Tekla structures
30'-0"
2'-91/16" B
15/16
28'-11/8"
2'-7"
6@3'-9 /16"=2
3
1"
R
2'-1011/16"
3'-0"
2'-91/16"
15/16
15/16
pi1
pi1
5'-4"
TYP
3/16
pi1
p16
pi1
R
p21
1"
2'-101/2"
pi1
3/8
p21
pi1
2'-105/8"
pi1
p21
27/16" 29/16"
2'-4"
TYP p21 27/16" 29/16" B
3/16 TYP
A p21
A
27/16" 29/16"
TYP 29/16"
3/16 p21 27/16"
p21 27/16" 29/16"
3/8
27/16" 29/16"
21/2" 21/2"
15/16
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
REF .: E12&13
2'-1011/16"
APPROVAL/REVIEW AUTHORITY :
3'-0"
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
11/2" 21/2" 11/2" UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
21/2" 2 - 13/16"Ø
2"
A-A
B-B
1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
B FOR REVIEW SEPL 02/20/2018
A ISSUED FOR APPROVAL SEPL 12/29/2017
REV. DESCRIPTION BY DATE
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
30'-0"
PIPE1-1/2STD ~ pi11 p21
R
2'-91/16"
28'-13/16" TYP
2'-7" 3/16
6@3'-9 /16"=2
3 B C
pi2
15/16
12" pi10
53/8"
r5 r22
1"
r5 pi2 pi9 pi4
2'-91/16" pi2 r5 pi2 pi10
HR2 pi5 pi9 pi4 r2
pi2 r5 pi10
pi5 pi5 pi9 pi4 r2
r5
6@53/16"
TYP pi2 pi2 pi5 pi10
pi5
3'-6"
3/16 pi5 pi9 pi4 r2
r5 pi10
6" 15/16
3/8
41/2"
pi5
pi10 3/16
3'-6"
pi5
2'-105/8"
pi9 pi5 B
pi5 pi5 p21 C
pi9 pi10 pi5 TYP p21
pi11 TYP
pi5 pi5 3/16
pi10 A p21 p21
pi9 pi5 A 21/2" 21/2" 21/2"
p21 21/2" 21/2"
pi9 pi10 21/2" SHOP NOTE:
TYP p21 21/2" 21/2"
p21 3/16
1. DEBURR ALL OPEN HOLES.
TYP 21/2" 21/2"
3/8
3/16
p21 TYP REF .:
TYP
3/16
21/2" 21/2" E12&13
p21 21/2"
APPROVAL/REVIEW AUTHORITY :
21/2"
615/16"
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
HR2 OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
6" 15/16
3" 3"
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
115/16"
TYP pi2 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
3/16 WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
41/8"6@53/16"=2'-71/8" 53/8"
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
pi12 pi11 pi12 WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
11/2" 21/2" 11/2" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
21/2" 3/16
29/16"
3'-6"
3'-6"
2'-105/8"
2'-105/8"
4"
7 /8
PIPE1-1/2STD ~ pi2
PL~ 3/8" p21
A - A 1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
p21 B FOR REVIEW SEPL 02/20/2018
12/29/2017
3/8
A
3/8
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
117/8"
15/16 2'-61/2" 2'-61/2" 15/16
2 p21 PL3/8"x4" 0'-8" A572-50 3.6
15/16
1 p23 PL3/8"x6" 0'-6 1/16" A572-50 3.4
HR3
E 7 pi3 PIPE1STD 2'-8 5/8" A53-GR.B 4.4
12" 1 pi6 PIPE1-1/2STD 3'-4 5/8" A53-GR.B 8.6
pi7
2'-61/2"
14 pi7 PIPE1STD 2'-5 1/4" A53-GR.B 3.9
53/8"
TYP 7 pi8 PIPE1STD 2'-9 5/16" A53-GR.B 4.4
pi11 3/16
pi3 pi7 pi7 2 pi11 PIPE1-1/2STD 3'-4 5/8" A53-GR.B 8.6
WEIGHT OF ONE ASSEMBLY 193.1
53/16"
pi3 pi7 pi7
p21
53/16"
5'-1"
pi11 pi7
pi3 pi7
53/16"
3'-6"
pi7 pi3 pi7 pi7
pi6
53/16"
PIPE1STD ~ pi7
pi3 pi7 pi7
2'-61/2"
53/16"
pi3 pi7 pi7
53/16"
53/16"
PIPE1-1/2STD ~ pi6
PIPE1-1/2STD ~ pi11 pi3 pi7 pi7
PL3/8"x4" ~ p21 p23
PIPE1STD ~ pi8
PIPE1STD ~ pi3
41/2"
HR3
3/16
TYP TYP
3/16 F TYP 3/16 F
3/8
15/16
15/16
15/16
2'-915/16" 2'-915/16" 15/16
HR3 HR3
15/16
HR3 A
B pi11 8"
53/8"
53/8"
pi3 pi7 11/2" 21/2" 11/2"
53/8"
53/16"
2" 2"
HOLES
4"
53/16"
53/16"
pi7 3/16
53/16"
pi8 pi3 C - C
pi7 pi7
pi8 pi3 SHOP NOTE:
pi7 61/16" 1. DEBURR ALL OPEN HOLES.
53/16"
53/16"
53/16"
3'-6"
pi8
11/2"
REF .:
pi7 pi7
E12&13
1 - 13/16"Ø
3'-6"
53/16"
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
2" 21/2"
pi3 pi6
53/16"
pi8 pi7 UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
6"
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
pi7 pi7 SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
pi8 pi3 pi7 WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
53/16"
53/16"
pi8 pi3 3/16 PRINT LOG COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
pi7 pi7 HOLES: PAINT:
pi8 pi3 pi7 D - D QTY DATE
AS NOTED HOT.DIP.GALV.
USE
53/16"
53/16"
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
pi7 8"
53/16"
41/2"
2" 2"
41/2"
CA 91504.
CONTRACTOR: CANNON BUILDING JOB NUMBER SHEET
2'-0"
1'-103/4"
1'-103/4"
HOLES 3/16
1'-0" 1'-0"
11/4"
11/4"
11/2" 11/2" L5X3X3/8 ~ a2
LD1 L5X3X3/8 ~ a2
1 - 13/16"Ø r4
a2 HOLES a2
11/4"
11/4"
4"
4"
RB3/4" ~ r4 PLUG
a2 a2 r4 L4X4X1/4 ~ a1 L4X4X1/4 ~ a1 PL 1" ~ p20
1 - 13/16"Ø PL 1" ~ p20 WELD
p20 HOLES
RB3/4" ~ r4
PLUG
3/16 3/16 WELD
A - A
3'-0"
3'-0"
r4
PL1x2 1/2 x 10'-6" ~ LD1
SHOP NOTE: B - B
1. DEBURR ALL OPEN HOLES.
11/2" 11/2"
a2 r4
a2 a2 REF .:
9@1'-0"
E15
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
a2 1 - 13/16"Ø r4 1 - 13/16"Ø DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
HOLES HOLES UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
3'-0"
3'-0"
WILL BE CONSIDERED AS CONTRACT CHANGES.
r4 ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
11/2" NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
11/2" MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
r4 HOLES: PAINT:
a2 B a2 B AS NOTED GALV.(BOUGHT OUT)
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
a2 1 - 13/16"Ø r4 1 - 13/16"Ø QTY USE DATE
HOLES HOLES
2'-71/4"
TYP 2'-71/4"
1 APPROVED & RELEASED FOR FABRICATION SEPL 03/15/2018
A r4 A B FOR REVIEW 02/20/2018
SEPL
A ISSUED FOR APPROVAL SEPL 12/29/2017
1'-0"
4"
85/16" 11/2"
3/4
11/2"
LP1
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
3/4
6"
3"
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
2 - 15/16"Ø 11/2"
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
HOLES SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
12"
12"
113/4"
12" LP10
1/16
1 - 1"Ø
21/8"
1/8
REF .: E05 & E07
12" APPROVAL/REVIEW AUTHORITY :
4" 31/8" 21/8" PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
PRINT LOG
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
QTY USE DATE SPLICES MAY OCCUR OTHER THAN SHOWN.
115/16" 11/2"
3/4
11/2"
LP11
3/4
3"
6"
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
1/16
12"
41/8"
1/16 1 - 1"Ø
11/4"
1 - 1"Ø
LP2 HOLES HOLES
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
71/2"
10"
REF .: E04
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
11/4"
1 - 1"Ø 1 - 1"Ø NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
HOLES HOLES MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
9'-83/8" 711/16" 9'-8" COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
41/8"
12"
1/16
1 - 1"Ø
11/4"
1 - 1"Ø
LP3 HOLES HOLES
SHOP NOTE:
1. DEBURR ALL OPEN HOLES.
71/2"
10"
11/4"
1 - 1"Ø 1 - 1"Ø NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
HOLES HOLES PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
9'-83/8" 711/16" 9'-715/16" COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
12
12
49/16" 41/2"
12 LP4
1 - 1"Ø
2"
3/16
REF .: E04
1/16
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
11/2" 59/16"
11/2"
LP5
SHOP NOTE:
6"
3"
REF .: E05
11/2"
APPROVAL/REVIEW AUTHORITY :
2 - 15/16"Ø PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
HOLES OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
LP6
1 - 1"Ø
HOLE
2
SHOP NOTE:
4
REF .: E04
4 5 APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
12"
OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
12"
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
63/8"
PL1/2X9 3/16 ~ LP7
11
12"
41/2" 45/8"
12
SHOP NOTE:
LP7 1. DEBURR ALL OPEN HOLES.
1 - 1"Ø
21/8"
HOLE
41/8"
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
12" OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
3/8 DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
21/16"
1/8
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
313/16" 31/8" 23/16" WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
2 3 4
1 - 1"Ø
HOLE LP8
1/8
12" SHOP NOTE:
2
1. DEBURR ALL OPEN HOLES.
4
2
REF .: E05
APPROVAL/REVIEW AUTHORITY :
PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
4 5 OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
12
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
12
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
12 ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
6 MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
PRINT LOG WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
SPLICES MAY OCCUR OTHER THAN SHOWN.
49/16" 49/16"
1 - 1"Ø
HOLE
SHOP NOTE:
2"
2"
1/8
REF .: E05 & E07
APPROVAL/REVIEW AUTHORITY :
LP9 12" PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT
37/8" 31/8" 21/16" OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND STRUCTURAL STEEL
DETAILER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION SHOWN ON THIS
DRAWING. THIS IS THE RESPONSIBILITY OF THE BUYER.
UNLESS NOTED TO THE CONTRARY ON THIS DRAWING. WHEN IT IS RETURNED FROM APPROVAL, IT
WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE AFFIRMATION OF THE APPROVAL AUTHORITY.
SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER FIRST SUBMISSION
WILL BE CONSIDERED AS CONTRACT CHANGES.
ADOPTED BY THE NATIONAL INSTITUTE OF STEEL DETAILING 1977.
NOTE : ALL "VERIFIES" , "SUPPLIES" , AND "QUESTIONS" MARKED THUS
MUST BE ANSWERED BEFORE APPROVAL. FAILURE TO DO SO WILL DELAY THE
PROJECT, FOR WHICH MUHLHAUSER STEEL INC. WILL NOT BE HELD RESPONSIBLE.
COMMENT IS REQUIRED ON ALL CLOUDED AREAS.
HOLES: PAINT:
PRINT LOG
AS NOTED PRIME PAINTED
GENERAL NOTES : ALL FLANGE & WEB SPLICES TO BE 100% PENETRATION BUTT
WELDS PER LOS ANGELES CITY APPROVAL RR-2847-1. DUE TO SHOP PROCESS,
QTY USE DATE SPLICES MAY OCCUR OTHER THAN SHOWN.