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1 1/2" 11" 1 1/2"
1 1/
2"5
1/2"
5 1/
2"1
1/2"
1' - 2"
1' -
2"
P2
"Ø HLS3/4"
"A""B"
1/4" HSS 8 x 4 x 1/4 x 15' - 3 3/8" 3/8"
8"
5' - 0 11/16" 2 1/2" 1' - 9 1/2" 2 1/2" 1' - 3 9/16" 2 1/2" 6' - 6 1/8"L1
P2
7"7"
8"
(SHIP LOOSE)
"Ø HLS7/8"
"Ø HLS11/16"
P1
8"4"
L1(SHIP LOOSE)
6' - 6 1/8"2 1/2"1' - 3 9/16"2 1/2"1' - 9 1/2"2 1/2"5' - 0 11/16"
2"2"
7"7"
TYP.1/4"
TYP.
P2
6 1/2" 2 1/2" 8 9/16" 2 1/2"3 7/16"2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2"3 7/16"2 1/2" 9 1/16" 2 1/2" 6' - 5 5/8" 3/8"
7"7"
"Ø HLS11/16"
2"2"
HSS8 x 4 x 1/4 x 14' - 11 5/8"
4"8"
6 1/2"
2 1/2"
8 9/16" 2 1/2"
3 7/16"
2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2"
3 7/16"
2 1/2" 9 1/16" 2 1/2" 6' - 5 5/8"
7"7"
"Ø HLS11/16"
"A"
"C"
"C"
"D"
"D"
2" 7' - 5" 2"
7' - 9"
2" 3' - 8 1/2" 3' - 8 1/2" 2"
TYP.
6 1/2" 2 1/2" 7" 2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2" 7" 2 1/2" 6 1/2"
6' - 9 1/2" 4 1/4" 7 1/4"
2" 2"
2"2"
2" 2"
6 1/
2"
2 1/
2"
8 9/
16"
2 1/
2" 3 7/
16"
2 1/
2"8"
2 1/
2"11
"2
1/2"
8"2
1/2"
11"
2 1/
2"8"
2 1/
2" 3 7/
16"
2 1/
2"9
1/16
"
2 1/
2"
6"
9' -
0"
7 1/
4"4
1/4"
8' -
0 1/
2"
6 1/
2"2
1/2"
1' -
3 9/
16"
2 1/
2"1'
- 9
1/2"
2 1/
2"1'
- 4
15/1
6"3'
- 0"
4"
"Ø HLS11/16"
1d
1d
1b
1a
1c
2" 3' - 4" 2"
3' - 0"
5' - 8"
1' -
4"4"
6' -
6"
4' - 8" 3" 3" 6"
1' - 8 9/16" 2 1/2" 1' - 0 15/16"
2"3"
3"7'
- 6"
5"8"
8" 5"
11 1
/2"
2 1/
2"8"
2 1/
2"5'
- 1
1/2"
3"3"
6"
6' -
2 3/
4"10
1/2
"1'
- 0
3/4"
1f
1g
1b
1k
2"2"
2" 2"
4" 3' - 4 1/2" 4"
7' -
10"
3' - 4 1/2"
8' -
2"
4"
7' - 9"
1/4
1/4TYP.TYP.
1' - 3 3/16" 2 1/2" 1' - 6 5/16" 2 1/2" 2"
3' - 4 1/2"
1' - 3 3/16" 2 1/2" 1' - 10 13/16"
7' - 0 1/2" 2 1/2" 6"
2"2"
1"8"
2" 2"
6 3/8"6 1/4"
1g
1h
1m 1n
1c
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:05
PM
1
Author
Checker
511FRP SCREEN BEAM
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALV
11/16"Ø
SECTION "A"
ONE - HSS BEAM - 1A
SECTION "B"
ONE - HSS BEAM - 1B
ONE - HSS FRAME - 1C
SECTION "C-C" SECTION "D"
TYPICAL ON FRAME
2"Ø x 4 1/2LG SLOTCENTERED ON HSS
1C HSS FRAME
1A 1A 1 HSS8x4x1/4 15' - 3 3/8"
1B 1 HSS8x4x1/4 14' - 11 5/8"
1C 1a 1 HSS4x4x1/4 7' - 9"1C 1b 1 HSS4x4x1/4 5' - 8"1C 1c 1 HSS4x4x1/4 7' - 9"1C 1d 1 HSS4x4x1/4 9' - 0"1C 1k 1 HSS4x4x1/4 3' - 0"1C 1m 1 HSS4x4x1/4 3' - 4 1/2"1C 1n 1 HSS4x4x1/4 3' - 4 1/2"
b1 4 5/8"Ø HILTI KB-TZ 0' - 5 1/2"L1 1 L4 x 4 x 1/4 0' - 3"
P1 1 PL 1/4 x 4 0' - 8" CAP PLATEP2 1 PL 3/8 x 14 1' - 2" W/ (4) - 5/8"Ø HILTI
KB-TZ x 0'-5 1/2(ESR-1917)
b1 4 5/8"Ø HILTI KB-TZ 0' - 5 1/2"L1 1 L4 x 4 x 1/4 0' - 3"
P2 1 PL 3/8 x 14 1' - 2"
NO. BY DATE DESCRIPTION
1C 1f 1 HSS4x4x1/4 8' - 2"1C 1g 1 HSS4x4x1/4 8' - 2"1C 1h 1 HSS4x4x1/4 7' - 10"
"C"
"C""D"
"D"
"B"
"B"
7' - 9"
10 1/2" 4" 1' - 4" 7 5/16" 1' - 5 3/8" 7 5/16" 1' - 4" 4 1/2" 10"
10"
2' -
9 3/
4"1'
- 8
1/2"
3' -
7 3/
4"
9' -
0"
3' - 1 13/16" 1' - 5 3/8" 3' - 1 13/16"
10 1
/2"
11 1
/2"
1' -
4"5
3/4"
1' -
8 1/
2"5
3/4"
1' -
4"1'
- 0"
10"
f2 R
f2 L
f2 Rf2 L
P7
a2
d2
P6
c2
b2
P4P3
P2
P6
P6
P3
P4
1/4"
1/4"
"A"
"A"
"Ø HLS11/16"
TYPICALTHIS FRAME
P5
1/4"TYP.
f2 R
f2 L
f2 Rf2 L
2 1/
2"4'
- 1
1/2"
4' -
1 1/
2"2
1/2"
2 1/2" 3' - 6" 3' - 6" 2 1/2"
6"6"
6"6"
4 3/4" 4 3/4"
4 3/4" 4 3/4"
L4 x
4 x 1/
4 x 5
' - 4 1
5/16"
5' - 4 15/16"
5' - 4
15/16
"
5' - 4 15/16"
1/8"
5 1/4"
4"
4"4 3
/8"
9/16
"P7
P6P4
P3P2
P5
2" 8 1/2"
6 1/2" 2 1/2"1 1/2"
10 1/2"
6"2
1/2"
1 1/
2"
10"
2 3/16"2 1/2" 8" 4 11/16"
1' - 5 3/8"
2 3/
16"3
1/16
" 4 3/
4"2"
2 3/
16"
3 1/
16"4 3/
4"2"
1' -
0"
2"
2 5/8"
8 3/16"
2 5/8"
2"
1 1/2"2 1/2" 6"
1 1/
2"2
1/2"
6 1/
2"
10 1
/2"
10"
8 1/
2"2"
8" 2"
1 1/
2"2
1/2"
8"2
1/2"
1 1/
2"
1' -
4"
2" 2"
4"
3 3/
4"2
1/2"
8"2
1/2"
3 3/
4"
1' -
8 1/
2"
2"3
1/16
"2"
3 1/
16"
2 15/16" 2 5/8"6 7/16"
2"3
1/16
"10
3/8
"3
1/16
"2"
1' -
8 1/
2"
2"4 7/16"
2 5/8" 2 15/16"
1' -
1 3/
16"
2 1/
2"4
13/1
6"
6 7/16" 2 5/8" 2 15/16"
1' - 0"
HSS4 x 4 x 1/4 x 7' - 9"
6" 2 1/2" 7 1/2" 2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2" 7" 2 1/2" 6 1/2"
d2
1' - 7 3/16" 2 1/2" 1' - 6 5/16" 2 1/2" 8" 2 1/2" 10 11/16" 2 1/2" 1' - 5 13/16" 2 1/2" 6 1/2"
2"2"
6" 3" 3"
4 3/4" 8"
2"
HSS4 x 4 x 1/4 x 7' - 9"
b2
6" 2 1/2" 1' - 4 1/16" 2 1/2" 1' - 9 1/2" 2 1/2" 3' - 1 1/2" 2 1/2" 1' - 4 15/16"
7 1/4" 4 1/4"
6 1/4" 6 1/4"
2"2"
1"2"
1"
HSS4 x 4 x 1/4 x 9' - 0"
a2
6" 2 1/2" 9 1/16" 2 1/2"
3 7/16"
2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2" 11" 2 1/2" 8" 2 1/2"3 7/16"
2 1/2" 8 9/16" 2 1/2" 6 1/2"
2"2" 1"
2"1"
6 1/4" 6 1/4"
HSS4 x 4 x 1/4 x 9' - 0"
c2
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:07
PM
2
Author
Checker
511FRP SCREN TO PFRAME
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
11/16"Ø
ONE - HSS FRAME - 2A
BRACE DETAIL f2
PLATE DETAILS
SECTION "A-A"
SECTION "B-B"
SECTION "C"
SECTION "D-D"
NO. BY DATE DESCRIPTION
2A a2 1 HSS4x4x1/4 9' - 0"2A b2 1 HSS4x4x1/4 7' - 9"2A c2 1 HSS4x4x1/4 9' - 0"2A d2 1 HSS4x4x1/4 7' - 9"2A f2 L 2 L4X4X1/4 5' - 4 15/16"2A f2 R 2 L4X4X1/4 5' - 4 15/16"
16 5/8""Ø M.B. 0' - 1 1/2"P2 1 PL 3/8 x 10 0' - 10"P3 2 PL 3/8 x 10 0' - 10 1/2"P4 2 PL 3/8 x 12 1' - 5 3/8"P5 1 PL 3/8 x 12 1' - 8 1/2"P6 4 PL 3/8" x 4 1' - 4"P7 1 PL 3/8 x 12 1' - 8 1/2"
2A HSS FRAME2
"A"
"A"
"G"
"G"
"F"
"F"
c3
b3 Lb3 R
a3
d3
m3
k3m3
P10
f3 R
f3 L
2 7/8" 18' - 10 1/4" 2 7/8"
2 7/
8"2'
- 11
1/8
"3'
- 0"
2' -
6"1'
- 6"
10' -
2"
1' - 4 1/8" 4' - 4" 6" 4' - 4" 6" 3' - 0" 6" 3' - 0" 1' - 4 1/8"
8" 2' - 0"
19' - 4"
6"
STAGGERED
18 SPA'S @ 12 1/4" = 18' - 4" 6"1' - 0 1/4"
1' - 8"
1' - 4" 5 1/2"
5"
5 1/2"
6 5/8"1' - 1
3/8"
1' - 1 3/8"
6 5/8"
1/4
1/4
1/4
1/4
"C"
"B"
"H"
"H"
"N"
"N"
g3 Lg3 L
g3 R
g3 R g3 L
g3 Rg3 L
g3 R
1' - 0 3/4" 1' - 0 1/4" 8' - 0 1/8"
W10 x 22 x 10' - 1 1/8"
3 3/16" 2' - 11 1/8" 3' - 0" 2' - 6" 1' - 4 13/16"
2 1/4"
3"3"
5" 7 1/4"
5"
P26 P26 P26 P26
2 3/8"1 1/4"
2 3/8"1 1/4"
P14
b3 R 2
3A"K"
L4 x 4 x 1/4 x 1' - 11 1/4"
2"2"
1 1/2" 1' - 8 1/4" 1 1/2"
6 1/4"
3 1/
8"
1 1/2"
P24g3 R
f3 R
1 5/
8"1
1/2"
6 1/4"
3 1/
8"
1 1/2" 4 3/4"
1 1/
2"1
5/8"
2"2"
1 1/2"L4 x 4 x 1/4 x
2' - 1 3/8" 1 1/2"
1/2"1/2"
h3 R1/4
TYP.P24
P24
2 1/2"1 3/4"
4 1/4"
9 7/
16"
2 5/
8"3"
3 13
/16"
2 3/4"
1/2"1/2"
TYP.
5/16
5/16TYP.
5/16
5/16TYP.
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:09
PM
3
Author
Checker
511PLATFORM FRAME
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
15/16"Ø
ONE - FRAME - 3A
SECTION "A-A"
SECTION "C"SECTION "B" SECTION "D"
NO. BY DATE DESCRIPTION
3A a3 1 C10X20 19' - 4" W/ 5/8"Ø HILTI HDAANCHOR @ 18"
MAX STAGGERED3A b3 L 1 W10X22 10' - 1 1/8"3A b3 R 1 W10X22 10' - 1 1/8"3A c3 1 W10X22 18' - 9"3A d3 1 W10X22 18' - 9"3A f3 L 1 W10X22 18' - 9"3A f3 R 1 W10X22 18' - 9"3A g3 L 4 L4X4X1/4 1' - 11 1/4"3A g3 R 4 L4X4X1/4 1' - 11 1/4"3A h3 L 1 L4X4X1/4 2' - 4 3/8"3A h3 R 1 L4X4X1/4 2' - 4 3/8"3A k3 1 L4X4X1/4 21' - 5 1/4"3A m3 2 L4X4X1/4 10' - 7 1/16"b3 19 5/8"Ø HILTI HDA 0' - 7"b12 40 7/8"Ø T.C.B 0' - 1 1/2"
P10 1 PL 3/8 x 1'-4 1' - 8"P14 2 PL 1/2 x 12 1/4 1' - 0 1/4"P24 20 PL 3/8 x 3 1/8 0' - 3 1/8"P25 10 PL 3/8 x 4 1/4 0' - 9 7/16"P26 10 PL 3/8" x 2 3/4 0' - 9 7/16"P27 2 PL 3/8 x 4 1/4" 0' - 8 3/8"
3A HSS FRAMEONE
*WORK THIS SHEET WITH SHEET 3A*
3" 18' - 9 5/8" 3 3/8"
6"
STAGGERED
18 SPA'S @ 12 1/4" = 18' - 4" 6"
3"4"
3"
TYP.
1' - 0 1/4"
C10 x 20 19' - 4"
"Ø HLS3/4"
"K"
P27 P27
TYP.
a3
"B" "M"
3"3"
3"3"
2 3/4"7/8"
P25 P25P26 P26(FS)
(NS)(FS)(NS)P24P24 (FS) (FS)
TYP.
2"
18' - 9"
2"2 3/4"
7/8"
2 3/4"7/8"
2 3/4"7/8"
7 3/8" 2' - 0" 11' - 7 13/16" 3' - 7 5/16" 10 1/2"
c3
W10 x 22 x 18' - 9"
2"2"
2 3/4"7/8"
2 3/4"7/8"
2 3/4"7/8"
2 3/4"7/8"
3"3"
3"3"
7 3/8" 2' - 0" "B"
P24 P24(NS) (NS)d3
2 3/4" 1 1/2"
4 1/4"
3 1/
4"3"
2 1/
8"
8 3/
8"
5/16
5/16TYP.
P27
4 3/8"
2 3/4"
9 7/
16"
9 7/
16"
P25
P26
5/16
5/16TYP.
5/16
5/16TYP.
1' - 3 1/2" 4' - 4" 6" 4' - 4" 6" 3' - 0" 6" 3' - 0" 1' - 3 1/2"
3"3"
2"
W10 x22 x 18' - 9"
2"
3"3"
2 3/4"7/8"
2 3/4"7/8"
2 3/4"7/8"
2 3/4"7/8"
"C"
TYP.
(FS)P24 P24 P24 P24 P24P24P24
f3 LP24
(FS) (FS) (FS) (FS)(FS) (FS)
3 5/16" 10' - 1 7/8" 1 3/4"
L4 x 4 x 1/4 x 10' - 7 1/16"
m31 3/4"
4"4"
1 7/8"
L4 x 4 x 1/4 x 21' - 5 1/4"
k3
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:10
PM
3A
Author
Checker
511PLATFORM DETAILS CONT
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
15/16"Ø
SECTION "F-F"
SECTION "G-G"
SECTION "H"
SECTION "K"
SECTION "M"
SECTION "N"
DETAIL - m3DETAIL - k3
NO. BY DATE DESCRIPTION
3/8"
HS
S4 x
4 x
1/4
x 8
' - 1
0 5/
8"
1' - 0"
6 3/8" 5 5/8"5/
8"
1' -
0"2'
- 10
1/2
"3'
- 8
1/2"
1' -
0"3"
1 1/2" 9" 1 1/2"
1' - 0"
1 1/
2"9"
1 1/
2"
1' -
0"
3 7/8" 4 1/4" 3 7/8"
P15
P15
P13
P13
P13TYP.
P12
"B"
"Ø HLS3/4"
3/8"
5/8"
1' -
0"2'
- 10
1/2
"1'
- 0"
2' -
8 1/
2"1'
- 0"
3"
11"
11"
1 1/
2"7'
- 10
1/2
"
1/4"TYP.
P12
1' - 0"
9 1/2" 2 1/2"2
1/2"
9 1/
2"
6 3/8" 5 5/8"
1' - 0"
1' -
0"
P12
1/4"TYP.
3"8'
- 6
7/8"
1' -
1 3/
4"3/
16"
1 1/
8"9
7/16
"1
7/16
"
1' -
0"
2 3/4"
b4
d4
a4P23
f4
3/16"TYP.
TYP.
"A"
3/16
"1'
- 1
3/4"
8' -
8 3/
8"1
1/2"
1 1/2" 4' - 11" 4' - 11" 1 1/2"
"C"
9' -
8 5/
8"
5/8"
11"
3/8"
10' - 1"
3/16
"9'
- 11
5/8
"
1' -
0 3/
16"
3" 4' - 8" 3" 4' - 8"
9' -
8 5/
8"3/
16"
d4
b4
c4b4
a4 a4
f4 f4
P23P16
P23
P16P17P16
f4
TYP.
1/4"TYP.
TYP.
2"2"
2"2"
"A"
"B"
3" 9' - 10"d4
4"4"
4" 4"
3/16"TYP.
P17
P17
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:10
PM
4
Author
Checker
511PLATFORM COLUMNS AND FRAMES
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
3/4"Ø
2 - WALL HSS COLUMN - 4A
SECTION "B"
SECTION "A"
ONE - HSS FRAME - 4B (AS SHOWN)ONE - HSS FRAME - 4C (OPP HAND)
SECTION "C"
NO. BY DATE DESCRIPTION
4A 2 HSS4x4x1/4 8' - 10 5/8"24 5/8"Ø HILTI HDA 0' - 7"
P12 2 PL 3/8 x 12 1' - 0"P13 6 PL 1/2 x 14 1' - 0"P15 4 PL 1/2 x 12 1/4 0' - 11"
4B a4 2 HSS3X3X1/4 4' - 8"4B d4 1 HSS3X3X1/4 10' - 1"4B b4 2 HSS3X3X1/4 9' - 8 5/8"4B c4 1 HSS3X3X1/4 9' - 11 5/8"
f4 3 HSS4 x 4 x 1/4 1' - 0"P16 3 PL 3/16 x 4 0' - 4"P17 2 PL 1/4 x 4 0' - 11"P23 2 PL 1/4 x 2 3/4 0' - 9 7/16"
4B HSS FRAME (AS SHOWN)ONE
4C HSS FRAME (OPP HAND)ONE4B a4 2 HSS3X3X1/4 4' - 8"4B d4 1 HSS3X3X1/4 10' - 1"4B b4 2 HSS3X3X1/4 9' - 8 5/8"4B c4 1 HSS3X3X1/4 9' - 11 5/8"
f4 3 HSS4 x 4 x 1/4 1' - 0"P16 3 PL 3/16 x 4 0' - 4"P17 2 PL 1/4 x 4 0' - 11"P23 2 PL 1/4 x 2 3/4 0' - 9 7/16"
5' - 0 1/2" 4' - 11" 4' - 6 3/8" 4' - 4" 11 5/8" 1 1/2"
19' - 11"
8' -
5 3/
8"2
3/4"
1' -
0 11
/16"
9' -
8 5/
8"3/
16"
2"2"
3"8 5/8"3"3' - 0"3"10"3"4' - 3 3/8"3"4' - 8"3"4' - 8"
3"1'
- 4
5/8"
3"7'
- 0
3/4"
3' - 3"1' - 1"
1' - 1"
9 3/
16"
3" 10"
1 1/2"
2 9/16"8 15/16"
6"1
9/16
"
1 11
/16"
15' - 7 1/8"
1 1/2"3"
3" 1 1/2"
4' - 9 5/16"
5' - 9"
4' - 3 7/8"
3"6
3/16
"
HSS
3 x
3 x
1/4
x 9'
- 8
5/8"
4' - 1"
3/8"
11"
13/1
6"
4" 4"
b5
c5
n5
d5c5
c5
f5
a5
r5
P22
g5 g5
f4 f4P16 P16 P16
f4
k5
P23P23
P23m5
P16f4
P23
P17
P16
f4
f5P18
3/8"
3"
8" 8"TYP.
1/4"TYP.
TYP.
"A""B"
2' -
10 1
/4"
5' -
7 1/
8"1'
- 3
1/4"
5' -
9 15
/16"
3' -
10 1
1/16
"
3" 19' - 5" 3"
9' - 11 1/2" 9' - 11 1/2"
1' - 4"
8"
f5
P18
1/4"TYP.
P22
TYP.
HSS3 x 3 x 1/4 x 19' - 11"
3"8'
- 6
7/8"
1' -
1 3/
4"3/
16"
1 1/
8"9
7/16
"1
7/16
"
1' -
0"
2 3/4"
P23
f4
3/16"TYP.
TYP.
4" 4"
4"4"
3/16"TYP.
P17
P17
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:11
PM
5
Author
Checker
511PLATFORM FRAME
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
11/16"Ø
ONE - FRAME - 5A SECTION "A"
SECTION "B"
NO. BY DATE DESCRIPTION
5A HSS FRAMEONE
b10 2 5/8""Ø M.B. 0' - 2 1/4"b9 4 5/8""Ø M.B. 0' - 2"
f4 5 HSS4 x 4 x 1/4 1' - 0"P16 5 PL 3/16 x 4 0' - 4"P17 2 PL 1/4 x 4 0' - 11"P18 1 PL 3/8 x 12 1' - 4"P21 1 PL 1/2 x 12 0' - 9 1/4"P22 1 PL 1/2 x 9 1/4 1' - 1"P23 4 PL 1/4 x 2 3/4 0' - 9 7/16"
5A a5 1 HSS3X3X1/4 9' - 8 5/8"5A b5 1 HSS3X3X1/4 9' - 8 5/8"5A c5 3 HSS3X3X1/4 9' - 8 5/8"5A d5 1 HSS3X3X1/4 7' - 0 3/4"5A f5 1 HSS3X3X1/4 19' - 11" TOP5A g5 2 HSS3X3X1/4 4' - 8"5A h5 1 HSS3X3X1/4 4' - 3 3/8"5A k5 1 HSS3X3X1/4 1' - 1"5A m5 1 HSS3X3X1/4 8 5/8"5A n5 1 HSS3X3X1/4 4' - 1"5A r5 1 L4X4X1/4 15' - 7 1/8" BRACE
1 11
/16"
5/8"
1 11
/16"
4" 11' - 5 3/4" 4"
HSS4 x 4 x1/4 12' - 1 3/4"
6"
3/16"
5 11/16"
3/16"
4 3/4"
P30(BS)
4' - 10 3/16" 7' - 3 9/16"
L4 x4 x 1/4 x 13' - 5 13/16"
13/16"
3 1/8"
13/1
6"3
3/16
"
6' -
11"
2' - 10 3/4"
9"
1' -
3 3/
4"
9"
1' -
3 3/
4"
11 7
/16"
2 13
/16"
1 1/
2"
2 7/16" 1 1/8"
5 7/16"
2 7/16"
1 1/8"
5 7/16"
1 1/
2"
2 13
/16"
11 7
/16"
1 1/
2"3"
L3 x
3 x
3/8
x 5
' - 7
11/
16"
3"1
1/2"
COORDINATE HARDWAEWITH ARCH (BY OTHERS)
6"2'
- 11
1/2
"2'
- 11
1/2
"6"
TYP.
6g
6d L
6f R
6d R
6f L
P19
P20
h6
h6
h6
TYP.
COORDINATE HARDWAEWITH ARCH (BY OTHERS)
6' -
5"
2' - 10 3/4"
3 5/16"1 9/16" 7 1/8"
1' - 0"
1' -
8"
2 3/
16"
3 11
/16"
1' -
2 1/
8"
7 1/8" 1 9/16"
3 5/16"
2 1/
8"
3 11
/16"
1' -
2 3/
16"
1' -
8"1' - 0"
4' - 8 13/16"4"
2"
2"4"
6"2'
- 8
1/2"
2' -
8 1/
2"6"
6m R
6k R
6k L
6m L
h6
h6
h6
6n
P8
P9
"B"
"B"
4' -
0"
2 5/
8"3'
- 6
13/1
6"2
5/8"
11 3/4" 10" 3"
t6t6
a6 R
a6 L
b6 R
b6 L
1' -
7"
6 5/
16"
6 5/
16"
6 5/
16"
1 1/
2"
1' - 2 1/2" 3 3/4" 7" 1" 3"
6 1/4" 10" 10"
8 1/4" 7" 1"
3"3"
2 3/4"11/16"
2 3/4"11/16"
1/2"1/2"
11 13/16"
11 1
/16"
3 7/
8"2
5/16
"
1' - 10 7/16"
2 7/8"
2 7/8"
1 13/16"3"
1' - 0 9/16"
1' - 0"7 5/8"
TYP.
3/16" 3
3/16 3TYP.
a6 R
c6
t6
c6
t6
b6 R
1 3/
4"
"Ø HLS15/16"
1' - 0"7 5/8"
1' - 6" 1' - 9"
1' -
0"
1 1/2" STD. PIPE
2' - 8 1/4"
2' -
11 7
/8"
1' - 8 1/16"
1' - 0 1/4"
6p
6r
2' -
10 1
/8"
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:14
PM
6
Author
Checker
511PLATFORM BRACES AND STAIR
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
11/16"Ø
2 - HSS BRACES - 6A
1/1 - ANGLE BRACES - 6B R/L
ONE - DOOR FRAME - 6D ONE - DOOR FRAME - 6F
ONE - STAIR - 6C
SECTION "A-A"
2 - HAND RAILS - 6G
NO. BY DATE DESCRIPTION
6B 2 L4X4X1/4 13' - 513/16"
6A HSS4 x 4 x 1/42 12'-1 3/4"
6C a6 L 1 C10X15.3 1' - 10 7/16"6C a6 R 1 C10X15.3 1' - 10 7/16" STRINGER6C b6 L 1 C10X15.3 11 13/16"6C b6 R 1 C10X15.3 11 13/16"
6C STAIRONE
b13 4 7/8"Ø T.C.B 0' - 2"L4 c6 4 L2 1/2 x 2 1/2 x 1/4 0' - 7"
t6 2 GRIP STRUT GRIP STRUT6D DOOR FRAMEONE
h6 3 3/4"HEAVY DUTY HINGE
6D 6f L 1 HSS3X3X1/4 2' - 10 3/4" FRAME6D 6f R 1 HSS3X3X1/4 2' - 10 3/4"6D 6g 1 L3X3X3/8 5' - 7 11/16" BRACE
b9 4 5/8""Ø M.B. 0' - 2"P19 1 PL 1/2 x 12 1' - 3 3/4" PROPOSED SHOP
WELDED SEEDETAIL
P20 1 PL 1/2 x 12 1' - 3 3/4"
6D 6d L 1 HSS3X3X1/4 6' - 11"6D 6d R 1 HSS3X3X1/4 6' - 11" FRAME
6F 6k L 1 HSS4x4x1/4 6' - 5" FRAME6F 6k R 1 HSS4x4x1/4 6' - 5"6F 6m L 1 HSS4x4x1/4 2' - 10 3/4"6F 6m R 1 HSS4x4x1/4 2' - 10 3/4"6F 6n 1 L4X4X1/4 4' - 8 13/16" W/ (2) 5/8"Ø M.B. x 2
A307
6F DOOR FRAMEONE
P8 1 PL 1/2 x 12 1' - 8" PROPOSED SHOPWELDED SEE
DETAILP9 1 PL 1/2 x 12 1' - 8"
h6 3 3/4"HEAVY DUTY HINGE
6G HAND RAIL26r 2 1 1/2" STD PIPE 10' - 0"6p 2 1 1/2" STD PIPE 2' - 10 1/8"
7' -
0"
5' - 0"
3"4' - 7"2"
3"3"
2"2"
6"1'
- 6"
1' -
6"1'
- 6"
1' -
6"6"
7' -
0"
6"1'
- 6"
1' -
6"1'
- 6"
1' -
6"6"
b7
c7
a7
d7
?
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
6"
6"
TYP.
2"2"
2"2"
2 1/
4"5"
2' -
10 3
/4"
5"2'
- 10
3/4
"2
1/4"
a7
4"
2 1/
4"5"
2' -
10 3
/4"
5"2'
- 10
3/4
"2
1/4"
2"2"
c7
5' - 0"
1' - 0 1/2"1' - 6"1' - 6"11 1/2"
2"2"
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
4"2"2"
3" 3"
6"1'
- 6"
1' -
6"6"
4' -
0"
6"1'
- 6"
1' -
6"6"
4' -
0"
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
5' - 0"
h7
f7
k7
g7
5' - 0"
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
2"2"
g7
2 1/
4"3'
- 2
1/2"
5"2
1/4"
2"2"
h7
2 1/
4"3'
- 2
1/2"
5"2
1/4"
2"2"
f7
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
5' - 0"
3"3"
6"1'
- 6"
1' -
6"1'
- 6"
1' -
6"6"
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
5' - 0"
6"1'
- 6"
1' -
6"1'
- 6"
1' -
6"6"
7' -
0"
7' -
0"
2"2"2"2"
2"2"
m7 L
n7 m7 R
p7
2 1/
4"5"
2' -
10 3
/4"
5"2'
- 10
3/4
"2
1/4"
m7 L
2"2"
2"2"
1' - 0 1/2"1' - 6"1' - 6"11 1/2"
p7
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
4' - 11 3/4"
6"1'
- 6"
1' -
6"6"
4' -
0"
11 1/2" 1' - 6" 1' - 6" 1' - 0 1/2"
5' - 0"
6"1'
- 6"
1' -
6"6"
4' -
0"
r7 L
s7 R
r7 R
s7 L
2"2"
2"2" 2"2"
2"2"
2"2"
2 1/
4"3'
- 2
1/2"
5"2
1/4"
r7 R
5' - 0"s7 R
2"2"
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:18
PM
7
Author
Checker
511ANGLE FRAMES
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
11/16"Ø
ONE - ANGLE FRAME - 7A
ONE - ANGLE FRAME - 7B
2 - ANGLE FRAMES - 7C
2 - ANGLE FRAME - 7D
NO. BY DATE DESCRIPTION
7A ANGLE FRAMEONE7A b7 1 L6X4X5/16 5' - 0" ATOP OF MODULE7A d7 1 L4X4X1/4 5' - 0"
b4 13 5/8""Ø M.B. 0' - 1 1/2"b2 17 1/2"Ø SS HILTI KB-TZ 0' - 5 1/2"
7A a7 1 L6X4X5/16 7' - 0" AT EDGE OF WALL7A c7 1 L4X4X1/4 8' - 0"
7B ANGLE FRAMEONE7B f7 1 L6X4X5/16 4' - 0" AT EDGE OF WALL7B h7 1 L4X4X1/4 4' - 0"7B g7 1 L4X4X1/4 5' - 0"7B k7 1 L4X4X1/4 5' - 0"
6 1/2"Ø T.C.B 0' - 1 3/4"b2 12 1/2"Ø SS HILTI KB-TZ 0' - 5 1/2"
7C ANGLE FRAMES2
7C m7 L 1 L4X4X1/4 8' - 0"7C m7 R 1 L4X4X1/4 7' - 0"b4 14 5/8""Ø M.B. 0' - 1 1/2"b2 16 1/2"Ø SS HILTI KB-TZ 0' - 5 1/2"
7C n7 1 L6X4X5/16 5' - 0"7C p7 1 L4X4X1/4 5' - 0"
QTY BELOW ARE FORONE FRAME ONLY
b4 6 5/8""Ø M.B. 0' - 1 1/2"b2 12 1/2"Ø SS HILTI KB-TZ 0' - 5 1/2"
7D r7 L 1 L4X4X1/4 4' - 0"7D r7 R 1 L4X4X1/4 4' - 0"
7D s7 L 1 L4X4X1/4 5' - 0"7D s7 R 1 L4X4X1/4 5' - 0"
7D ANGLE FRAMES2QTY BELOW ARE FOR
ONE FRAME ONLY
2 1/2" 11" 3' - 1" 11" 2 1/2"
2 1/2" 1' - 0 1/2" 2' - 11 1/2" 11" 2 1/2"
1/2"
9"9"
1' -
6"1/
2"
9 1/
2"9
1/2"
c8 L c8 Rb8 R
a8 R
"A"
5' - 4"
5' - 4"
1' -
7"2 1/2" 1 1/2"
2 1/
2"1
1/2"
1 1/2" 2 1/2"
1 3/
4"2
1/4"
1/4"TYP.
7 1/4"1' - 4"1' - 4"1' - 4"8 3/4"
5' - 4"
1' -
0"
11"
11"
4"4"
4"
2"2"
2"2"
b8 L
b8 R
f8 Rf8 L
5' - 4"
1' -
0"
1/2"
11 1
/4"
1/4"
a8 R a8 L
4"4"
4"
d8 R d8 L
2"7
3/4"
2 1/
4"
1' -
0"
1 3/4" 1' - 2 1/4" 2"
1 3/4" 1' - 2 1/4" 2"
1' - 6"
2"2"
2 1/
4"
1 3/
4"
c8 R
c8 L
2" 1' - 2 1/4" 1 3/4"
1' - 6"
2"2"
3 1/
2"2
1/4"
1 3/
4"
f8 L
c8 R
c8 L
d8 R
"B"
2 1/2" 11" 2' - 9" 11" 2 1/2"
5' - 0"
2 1/
2"1
1/2"
1 3/
4"2
1/4"
2 1/2"1 1/2" 1 1/2"2 1/2"
2 1/2" 11" 2' - 9" 1' - 0 3/16" 1 5/16"
1' -
7"
2 1/
4"7
1/8"
7 1/
8"1
3/4"
g8 Rk8 L
h8 Rh8 L
5' - 0"
1' -
0"
7 1/4"1' - 4"1' - 4"1' - 0"8 3/4"
2 1/
4"1
3/4"k8 L k8 R m8 Lm8 R11
"
11"
1 3/4" 1' - 2 1/4" 2"
1' - 6"
1' -
0"
h8 L
h8 R
m8 L
n8 L
8' -
0"
1 1/2"11"1 1/2"
1 1/2"2 1/2"
1 1/2" 2 1/2"
p8 L
p8 R
s8 L
s8 R
2 1/
2"1'
- 3
3/16
"1'
- 3
3/16
"1'
- 3
3/16
"1'
- 3
3/16
"1'
- 3
3/16
"1'
- 3
3/16
"2
1/2"
1' - 4"1 1/
2"7
1/8"
7 1/
8"1
1/2"
1' -
5 1/
4"
2"2"r8 R r8 L
p8 R
s8 L
1' - 6 1/4"
1 1/2" 1' - 3 3/4"
1 1/2" 1' - 3 3/4"
4"4"
8"
8"
1/4"TYP.
8' -
0"
r8 R
p8 R
r8 L
1 1/2" 1' - 1" 1 1/2"
2"2"
2"2"
6 9/16"2 7/8"6 9/16"
L3
L3
1' - 4"
4"
4"
2"2"
1 1/2" 1' - 1" 1 1/2"
L3
b14
1 1/2"5" 1 1/2"
2"2"
2"2"
2 9/16"2 7/8"2 9/16"
8"
L2
L22"2"
1 1/2" 5" 1 1/2"
2"2" L2
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.
BILL OF MATERIALSSHIPMARK
DETAILMARK QUAN. DESCIPTION LENGTH REMARKS
1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:22
PM
8
Author
Checker
511FRP MODULE FRAMES
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
9/16Ø
4 - ANGLE FRAMES - 8A
SECTION "A"
3 - ANGLE FRAMES - 8B
SECTION "B"
4 - ANGLE FRAMES - 8C
10 - ANGLE BRACKETS - 8D 8 - ANGLE BRACKETS - 8F
NO. BY DATE DESCRIPTION
8A ANGLE FRAMES4QTY BELOW ARE FOR
ONE FRAME ONLY8A a8 L 1 L4X4X1/4 5' - 4"8A a8 R 1 L4X4X1/4 5' - 4"8A b8 L 1 L4X4X1/4 5' - 4"8A b8 R 1 L4X4X1/4 5' - 4" FRAME (4 PLACES)8A c8 L 2 L4X4X1/4 1' - 6"8A c8 R 2 L4X4X1/4 1' - 6"8A d8 L 1 L4X4X1/4 0' - 11 1/4"8A d8 R 1 L4X4X1/4 0' - 11 1/4"8A f8 L 1 L4X4X1/4 0' - 11"8A f8 R 1 L4X4X1/4 0' - 11"
8B ANGLE FRAMES3QTY BELOW ARE FOR
ONE FRAME ONLY8B g8 L 1 L4X4X1/4 5' - 0"8B g8 R 1 L4X4X1/4 5' - 0"8B h8 L 2 L4X4X1/4 1' - 6"8B h8 R 2 L4X4X1/4 1' - 6"8B k8 L 1 L4X4X1/4 5' - 0"8B k8 R 1 L4X4X1/4 5' - 0"8B m8 L 1 L4X4X1/4 0' - 11"8B m8 R 1 L4X4X1/4 0' - 11"8B n8 L 1 L4X4X1/4 0' - 11 1/4"8B n8 R 1 L4X4X1/4 0' - 11 1/4"
120 1/2"Ø T.C.B 0' - 2"24 1/2"Ø T.C.B 0' - 1 3/4"
TOTAL BOLT 4 ASSEMBLIES
TOTAL BOLT 3 ASSEMBLIESb8 64 1/2"Ø T.C.B 0' - 2"b6 8 1/2"Ø T.C.B 0' - 1 1/2"
120 1/2"Ø T.C.B 0' - 2"
8C p8 L 1 L8X4X1/2 8' - 0" FRAME ( 4 PLACES)8C p8 R 1 L8X4X1/2 8' - 0"8C r8 L 1 L8X4X1/2 1' - 5 1/4"8C r8 R 2 L8X4X1/2 1' - 5 1/4"8C r8L 1 L8X4X1/2 1' - 5 1/4"8C s8 L 1 L4X4X1/4 1' - 2"8C s8 R 1 L4X4X1/4 1' - 2"
8C ANGLE FRAMES4QTY BELOW ARE FOR
ONE FRAME ONLY
TOTAL BOLT 4 ASSEMBLIES
b4 20 1/2"Ø T.C.B 0' - 1 3/4"b14 10 1/2"Ø U BOLT 0' - 4 5/8" FOR PIPE
SUPPORT CENTERb2 20 1/2"Ø SS HILTI KB-TZ 0' - 5 1/2"L3 20 L4 x 4 x 1/4 1' - 4"
b8 12 1/2"Ø T.C.B 0' - 2"b4 12 1/2"Ø T.C.B 0' - 1 3/4"b14 6 1/2"Ø U BOLT 0' - 4 5/8" FOR PIPE
SUPPORT CENTERL2 12 L4 x 4 x 1/4 0' - 8"
8D ANGLE BRACKETS10
8F ANGLE BRACKETS8
(E) HSS6x4x1/4
(E) HSS6x4x1/4(E) HSS6x4x1/4
3E1
4E1
6E1
7' - 5"
5E1
3' -
4"5'
- 4"
3' - 8 1/2" 3' - 10 1/2"2'
- 4"
2' -
0"2'
- 0"
2' -
4"
1' - 8 1/2" 2' - 0" 2' - 0" 1' - 8 1/2"
6' -
2"
15' -
0"
2"
HSS
4x4x
1/4
HSS4x4x1/4
HSS
4x4x
1/4
HSS4x4x1/4
HSS
8x4x
1/4
HSS
8x4x
1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
1C
3E1
4E1
6E1
5E1
9' -
0"
7' - 5"
3' - 8 1/2" 3' - 8 1/2"
4' -
4"4'
- 4"
2"
L4X4X1/44 PLACES
HSS
4x4x
1/4
HSS4x4x1/4
HSS
4x4x
1/4
HSS4x4x1/4(E)HSS6x4x1/4
(E)H
SS6x
4x1/
4
E35
E36
2A
TOP OF ROOF0"
4E1
10' -
0"
9' - 0"
6E1
3' -
6"
TOP OF FRAME12' - 0"
8' -
6"
1' - 1" 1' - 3" 2' - 0" 2' - 0" 1' - 3" 1' - 1"2"
HSS4x4x1/4FRP
C4 x 1/4 FRPTYP.
HSS4x4x1/4
HSS8x4x1/4
HSS4x4x1/4
4' -
0"
6"
8' -
0"
L4X4X1/4
CONFIRM EXISTING SCREENAND PARAPET ELEVATIONPRIOR TO FABRIATION
FRP BRACE
E37
2A
1B
TOP OF ROOF0"
4E1
6E1
TOP OF FRAME12' - 0"
3' - 0"
12' -
0"
3' -
6"8'
- 6"
6' -
6"2'
- 0"
2' -
0"10
' - 0
"
10' -
0"
5' - 4" 3' - 4"
1' - 8" 2' - 0" 1' - 8"
1/2" 2' - 10 3/4" 3/4"
1/2"
1/2"
HSS4x4x1/4
HSS4x4x1/4
HSS8x4x1/4
HSS
4x4x
1/4
HSS
4x4x
1/4
E31
4' -
0"
6"
3' -
6"
L4X4X1/4
HSS4x4x1/4FRP
C4 x 1/4 FRPTYP.
L4X4X1/4
FRP BRACE
E38
2A
1A6F
1C
TOP OF ROOF0"
3E1
TOP OF FRAME12' - 0"
5E1
1' - 8 1/2" 2' - 0" 2' - 0" 1' - 8 1/2"
12' -
0"
7' - 5"
7' - 9"
12' -
0"
HSS4x4x1/4
HSS4x4x1/4
HSS8x4x1/4HSS8x4x1/4
THESE FRP CHANNEL HAVE ACONNECTION ANGLE CONFLICT TOPAND BOTTOM FOR PLEASE PROVIDEALTERNATE DETAIL
E32
C4 x 1/4 FRPTYP.
HSS4x4x1/4FRP
L4X4X1/4
3' -
6"8'
- 6"FRP BRACE
1C
2A
TOP OF ROOF0"
3E1
TOP OF FRAME12' - 0"
5E1
3' - 8 1/2" 3' - 8 1/2"
10' -
0"
7' - 9"
3' -
10"
6' -
6"1'
- 8"
3' -
6"6'
- 6"
(E) H
SS6x
4x1/
4
(E)HSS6x4x1/4
HSS4x4x1/4H
SS4x
4x1/
4
HSS8x4x1/4HSS8x4x1/4
L4X4X1/4FRP BRACE
HSS4x4x1/4 HSS4x4x1/4
HSS4x4x1/4
E34
CONFIRM EXISTING SCREENAND PARAPET ELEVATIONPRIOR TO FABRIATION
E33
1C
1C
2A
1A
1B
1C 6F
2 - BEAMS - 1B ( OPP HAND)
NOTE:FIELD VERIFY DIMENSIONS PRIORTO FABRICATION TYPICAL
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:37
PM
AE1
WM
SC
511FRP SCREEN FRAME AND DETAIL
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
GALVANIZED
13/16"Ø
REF. 6/S1.11 HSS FRP SCREEN FRAMING LOW LEVELREF. 8/S1.12 HSS FRP SCREEN FRAMING TOP LEVEL
REF. 12/S1.13 FRP SCREEN NORTH
REF. 12A/S1.15 FRP SCREEN SOUTH
REF. 12B/S1.14 FRP SCREEN WEST
REF. 12D/S1.16 FRP SCREEN EAST
7 FRP SCREEN ISO
NO. BY DATE DESCRIPTIONA 5/5/2015 FOR APPROVAL
2E2
3E2
15' - 0"
15' - 0"
1' -
8"
L6X4X5/16ATOP OF MODULE
L4X4X1/4FRP
L4X4X1/4FRP
7C 7A7C
TOP OF ROOF0"
15' - 0"
15' - 0"
11' -
0"
3' -
0"
7' -
0"4'
- 0"
L6X4X5/16ATOP OF MODULE
L6X4X5/16AT EDGE OF WALL
L6X4X5/16AT EDGE OF WALL
L4X4X1/4
E311
PIPE SUPPORTBRACKET
(10 PLACES)
7C 7A
7D 7B
( 2 REQ'D)
( 2 REQ'D)
TOP OF ROOF0"
1' - 8"
7' -
0"4'
- 0"
3' -
0"
L6X4X5/16AT EDGE OF WALL
E310
L4X4X1/4FRP BRACE
L4X4X1/4FRP
6E2
5E2
1' - 4"
9' - 4" 3' - 8" 9' - 4"
L4X4X1/4FRAME (4 PLACES)
TOP OF ROOF0"
E39
L4X4X1/4FRP
L8X4X1/2
STUD WALLBLOCKING
(BY OTHERS)
1' -
0"8'
- 0"
1' -
0"
TOP OF ROOF0"
5' - 0"
9' - 4" 3' - 8" 9' - 4"
5' - 0" 5' - 0"
5' - 4" 5' - 4" 5' - 4"5' - 4"
3' - 8"1' - 4"8' - 0"1' - 4"2' - 4"1' - 4"8' - 0"1' - 4"3' - 8"
1' -
0"8'
- 0"
1' -
0"
8C
8C
8C
8C
8B(3 REQ'D)
8A8A 8A 8A
8A
8A
8A
8A
8B
8C
8C8C
8C
8B
8B
7B
7A
7D
7C
7C
7D
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:56
PM
AE2
Author
Checker
511FRP MODULE FRAMING
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
1 FRP MODULE FRAMNING PLAN AT SECTOR ALPHA
2 FRP MODULE WALL SECTION AT ALPHA SECTOR 3 FRP MODULE SECTION AT ALPHA SECTOR
4 FRP MODULE FRAMNING PLAN AT SECTOR BETAREF. 12/S3.1
5 FRP MODULE SECTION AT BETA SECTORREF. 10/S3.16 FRP MODULE WALL SECTION AT BETA SECTOR
REF. 1/S3.1
7 FRP SCREEN BETA ALPHA ISO8 FRP SCREEN BETA SECTOR ISO
NOTE:FIELD VERIFY DIMENSIONS PRIORTO FABRICATION TYPICAL
NO. BY DATE DESCRIPTIONA 5/5/2015 FOR APPROVAL
1' -
0"
4"
2 1/2" 2 1/2"
1 1/2"
2"2
1/2"
1 1/
2"
HSS8x4x1/4
HSS4x4x1/45/8"Ø FIBER BOLT x 0' - 2 1/2"LG
5/8"Ø FIBER BOLT x 1' - 1 3/4"LG
8"
L6 x 6 x 1/2 FRP x 0' - 4"LG
1/2" FRP PLATEWHER BRACE OCCURS
(E) HSS6x4x1/4L4 x 4 x 1/4 x 0' - 3"LG
HSS8x4x1/4
HSS4x4x1/4
2" 2 1/2"
4 1/4"
3 1/4"
1/43 SIDES
1/43 SIDES
1/2" FRP PLATE
L4 x 4 x 1/4 FRPBRACE
NOTCH FRPBRACE AT
HSS MITTER6"
11"
1' -
2"
1 1/
2"1
1/2"
PL 3/8 x 14 x 1' - 2"LGW/ (4) - 5/8"Ø HILTI KB-TZ x 0'-5 1/2(ESR-1917)
(E) PARAPETWALL
1' -
8 1/
2"
1' - 0" MIN.
4"2" MIN
2 1/
4"
1 1/
2"2 1/
2"8"
2 1/
2"
1 1/
2"2 1/
4"
L4X4X1/4
L4X4X1/4
PL 3/8 x 12 x 1' - 8 1/2"LG
HSS4x4x1/4
FRP 4 x 4 x 1/4AND L6 x 6 x 1/2FRP ANGLECLIPS BELOW
1 1/2" 2 1/2" 6"
6 1/
2"
2 1/
2"
1 1/
2"
10 1
/2"
10"
L4X4X1/4FRP BRACE
L4X4X1/4FRP BRACE
HSS4x4x1/4
PL 3/8 x 10 x 0' - 10"LG
INCREASE SIZE ATLOCATION WHERE FRPBRACE ANGLECONNECTION OCCURS
1 1/2" 11" 1 1/2"
1' - 2"
1 1/
2"11
"1
1/2"
1' -
2"
7" 7"
PL 3/8 x 14 x 1' - 2"LGW/ (4) - 5/8"Ø HILTI KB-TZ x 0'-5 1/2(ESR-1917)
HSS8x4x1/4(E) HSS6x4x1/4
HSS8x4x1/4
HSS4x4x1/4
L4 x 4 x 1/4 x 0' - 3"LG
2' - 10 3/4"
OPENNING
3' - 0"
1/2"
6' -
5"1/
2"
1/2" 2' - 10 3/4" 3/4"
PL 1/2 x 12 x 1' - 8"LG
HSS4x4x1/4FRAME
PL 1/2 x 12 x 1' - 8"LG
1/4TYP.
TYP.
HEAVY DUTY HINGES(3 PLACES)
DOOR HARDWAREPER ARCH.
COORDINATE PRIORTO FAB
PL 1/4 x 4 x 0' - 8"LGCAP PLATE
L4 x 4 x 1/4 x 0' - 3"LG
1/4
(E) HSS6x4x1/4
L6 x 6 x 1/2 FRP ANGLEW/ (4) 5/8 THRU BOLTS
HSS4x4x1/4FRP
1 1/2" 2 1/2" 8" 2 1/2" 1 1/2"
1' - 4"
1/2"Ø SS HILTI KB-TZ x 0' - 5 1/2"LGSTAILESS STEEL@16" O.C. MAX
L6X4X5/16AT EDGE OF WALL
L4X4X1/4FRP
L4X4X1/4FRP
L4X4X1/4FRP
3 1/4" MIN EMBEDMENT
1/2"Ø T.C.B x 0' - 1 3/4"LG
L4 x 4 x 1/4 TYPICAL FRAME
L4X4X1/4FRP
L4X4X1/4
L4X4X1/4
L4X4X1/4
L4X4X1/4
L4X4X1/4
L4X4X1/4
1/2"Ø T.C.B. A325@ 16" O.C. MAX. MTL
STUD BLOCKING(BY OTHERS)
MTL STUDBLOCKING
(BY OTHERS)
L8X4X1/2FRAME ( 4 PLACES)
L8X4X1/2
L8X4X1/2
TYP.
1' -
3 3/
16"
1/2"Ø T.C.B. A325@ 16" O.C. MAX. MTL
STUD BLOCKING(BY OTHERS)
1' -
0"8'
- 0"
1' -
0"
L4X4X1/4
L4X4X1/4
L4X4X1/4
@ ALPHA SECTOR
1 1/2" 1' - 1" 1 1/2"
6 9/16"2 7/8"6 9/16" L4 x 4 x 1/4 x 1' - 4"LG
1/2"Ø SS HILTI KB-TZ x 0' - 5 1/2"LG
1/2"Ø U BOLT x 0' - 4 5/8"LG
1/2"Ø T.C.B x 0' - 1 3/4"LG
1' - 4"
EXISTING WALL2 3/8"Ø POLE(BY OTHERS)
L4 x 4 x 1/4 x 1' - 4"LG1/2"Ø SS HILTI KB-TZ x 0' - 5 1/2"LG
L4 x 4 x 1/4 x 1' - 4"LG
1/2"Ø T.C.B x 0' - 1 3/4"LG
@ BETA SECTOR
2 9/16"2 7/8"2 9/16"
1 1/2"5"1 1/2"
8"
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
1:59
PM
AE3
Author
Checker
511FRP SCREEN DETAILS
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
2 TYPICAL HSS ATOP OF HSS DETAILREF. 11/S1.3 4 HSS TO EXISTING HSS CONNECTION AT CORNER
REF. 5/S1.31 TYPICAL WALL PLATE DETAILREF. 12/S1.3 5 HORIZONTAL ANGLE BRACE CONNECTION
REF. 1/S1.3
6 HSS TOP CORNER PLATEREF. 7/S1.2
3 HSS TO EXISTING SCREEN HSSREF. 6/S1.3
8 FRP SCREEN DOOR FRAME DETAILREF. 2/S1.3
7 TOP PLATE AT FRP ANGLE CLIPSREF. 12/S1.1
10 TYPICAL MODULE FRAMING AT ALPHA SECTORREF. 10/S2.2
9 TYPICAL MODULE FRAMING AND CABLE TRAY SECTION AT BETA SECTORREF. 10/S3.1
11 TYPICAL PIPE MOUNTING BRACKETNOTE:FIELD VERIFY DIMENSIONS PRIORTO FABRICATION TYPICAL
NO. BY DATE DESCRIPTIONA 5/5/2015 FOR APPROVAL
4E5
5E5
6E5
3E5 11 5/8"
4' - 0"
2" 4' - 11" 4' - 11" 4' - 6 3/8" 4' - 4"
E61
E62
8"
10' -
6"
W10X22
W10
X22
W10
X22
C10X20
W10X22
L4X4X1/4
L4X4X1/4
C10
X15.
3
HSS
3X3X
1/4
HSS
3X3X
1/4
HSS
3X3X
1/4
C10
X15.
3
HSS3X3X1/4HSS3X3X1/4HSS3X3X1/4
HSS
3X3X
1/4
BELOW
BELOWL4X4X1/4
BELOW
1 1/4" X 3/16 LIGHT DUTYWELDED GALVANIZED bAR
GRATING ( 19-W-4) OR EQUAL(NOTCH AROUND STEEL
18' - 10 1/4"
W10X22
W10X22
6 7/
8"2'
- 11
1/8
"3'
- 0"
2' -
6"1'
- 6"
2' - 0"
3' - 0" 8 1/4"
HSS4x4x1/4BRACE
1' - 4 1/8" 4' - 4" 6" 4' - 4" 6" 3' - 0" 6" 3' - 0" 1' - 4 1/8"
3A
6C
4B4B
4A
4A
5A
6D
4E5
5E5
6E5
E69
E65
10' - 0" 10' - 0"
20' - 0"
10' -
6"
L4X4X1/4 L4X4X
1/4
HSS3X3X1/4
HSS
3X3X
1/4
L4X4X1/4BRACE
HSS
3X3X
1/4
4' -
11"
4' -
11"
6"
2"4'
- 11
"4'
- 11
"6"
6 7/8" 19' - 5 1/8"
6B 6B
6A
5A4B
6D
4B
TOP OF ROOF0"
4E5
6E5
11 5/8"4' - 4"4' - 6 3/8"4' - 11"4' - 11"
9' -
0"1'
- 7"
clr
7' -
0"
CLR
3' - 0"1' - 1"
E611
E68
6"
20' - 0"
3' - 0"
L4X4X1/4BRACE
HSS3X3X1/4TOP
HSS3X3X1/4BOTTOM
W10X22
HSS3X3X1/4VERTICAL
HSS3X3X1/4FRAMEL3X3X3/8
BRACE
8' -
10 5
/8"
5/8"Ø GALVHSB BOLT @ HSS( W/ SHIM)
6D
6C3A
5A
4B
4B
TOP OF ROOF0"
5E5
9' -
0"1'
- 7"
2 7/
8"8'
- 9
1/8"
E66
HSS3X3X1/4
HSS3X3X1/4VERTICAL
HSS4x4x1/4
BRACE
7"3'
- 10
1/2
"3'
- 8
1/2"
9"1'
- 7"
HSS3X3X1/4BOTTOM
W10X22L4X4X1/4
5/8"Ø GALVHSB BOLT @ HSS( W/ SHIM)
4' - 11" 4' - 11" 6"
10' - 6"
E64
HSS4x4x
1/4
3A
6A
4B
4A
5A
TOP OF ROOF0"
4E5
9' -
0 3/
4"1'
- 5
1/4"
7"3'
- 10
1/2
"3'
- 8
1/2"
9"
3"
6E5
6"
3"4"
TYP.
1' - 0 1/4"
19' - 4"
6"
19' - 8"
20' - 0"
6"
C10X20
HSS3X3X1/4VERTICAL
HSS3X3X1/4
HSS4x4x1/4
1 1/4" X 3/16 LIGHT DUTYWELDED GALVANIZED BAR
GRATING ( 19-W-4) OR EQUAL(NOTCH AROUND STEEL
5/8"Ø HILTI HDA x 0' - 7"LG18" MAX. O.C. STAGGERED
E67
19' - 3 1/8"4 7/8"
HSS4x4x1/4
3A
4A4A
4B
4B
TOP OF ROOF0"
5E5
3E5
1' -
7"EQEQ
EQ
3"10" 10"
E610
6" 4' - 11" 4' - 11"
10' - 6"
9' -
0"
5/8"Ø GALVHSB BOLT @HSS( W/ SHIM)
HSS3X3X1/4
HSS3X3X1/4
HSS3X3X1/4
W10X22
HSS3X3X1/4
HSS4x4x1/4
1' -
7"9"
3' -
8 1/
2"3'
- 10
1/2
"
6G
6D
6B
3A
4A
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
2:02
PM
AE5
Author
Checker
511PLATFORM FRAMING
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
PLATFORM FRAMING PLAN ROOF LEVEL PLATFORM FRAMING PLAN TOP LEVEL 3 PLATFORM EAST
PLATFORM SOUTHPLATFORM WEST PLATFROM NORTH
NOTE:FIELD VERIFY DIMENSIONS PRIORTO FABRICATION TYPICAL
NO. BY DATE DESCRIPTIONA 5/5/2015 FOR APPROVAL
L4X4X1/4
L4X4X1/4
L4X4X1/4
PL 3/8 x 1'-4 x 1' - 8"LG5" MIN
TYP.1/
2"
1/4
1/4TYP.
1/4
1/4TYP.
W10X22
C10X20W/ 5/8"Ø HILTI HDA ANCHOR @ 18"
MAX STAGGERED
L4X4X1/4 3" M
IN
5" MIN
HSS3X3X1/4PL 3/8 x 12 x 1' - 4"LG
L4X4X1/4L4X4X1/4
1/2"
4" MIN
.
1/4TYP.
1/4TYP.
L4X4X1/4
HSS3X3X1/4
PL 1/2 x 14 x 1' - 0"LGW/ (4) 5/8" HILTI HDA ANCHORS
HSS4x4x1/4
1/4TYP.
1/4TYP.HSS4x4x1/4
1 3/4 X 3/16 LD BAR GRATING x 10' -6"LG
W10X22
L4X4X1/4
PL 3/8 x 31/8" x 9 1/4" LGW/ (1) 7/8"Ø T.C.B A325
HSS4x4x1/4
PL 1/2 x 12 1/4 x 0' - 11"LGBOTH SIDES OF HSS
PL 3/8 x 12 x 1' - 0"LG
L4X4X1/4
EMBED
5"MIN.
TYP.
1/2"1/4
1/4TYP.
(E)CONCRETEWALL
HSS4x4x1/4
TOP OF ROOF0"
C10X15.3STRINGER
L2 1/2 x 2 1/2 x 1/4 x 0' - 7"LG
PL 1/2 x 12 1/4 x 1' - 0 1/4"LGKNIFE PLATE
MIN.6"
5"
6 7/8" 10" 10"
6 5/
16"
6 5/
16"
6 5/
16"
4"
1' -
7"
1"
2 1/2" 1 3/4"PL 3/8" x 2 3/4 x 0' - 9 7/16"LG
PL 3/8 x 4 1/4 x 0' - 9 7/16"LG
1 1/2" STD. PIPE RAILPROPOSED TO WELD ONTOP OF STRINGER
2' -
11 3
/8"
1' - 10"
1' -
0"
3"
3"
GRIP STRUT TREAD
1/4"TYP.
FRP PLATE AND DOOR FRAME
TOP OF ROOF0"
CLR
3' - 0"
1' -
3 3/
4"
9"
3/4" 2' - 10 3/4" 1/2"
1/2"
4' - 1"
CLR
7' -
0"
HSS3X3X1/4FRAME
L3X3X3/8BRACE
1 1/
2"3"
W/ (2) 5/8"ØT.C.B @ EA. END
HEAVY DUTYHINGER(3 REQ'D)
DOOR HARDWARE(BY OTHERS)
3/4"
1' - 1"
HSS3X3X1/4
1' -
7"
CLR STAIR
4' - 0"
L4X4X1/4
HSS3X3X1/4
HSS3X3X1/4
1'-1 LGW/(2) 5/8"Ø T.C.B.
GALVANIZED AT EACHEND HSS POST
C10X20W/ 5/8"Ø HILTI HDA ANCHOR @ 18"MAX STAGGERED
6"
PL 1/2 x 14 x 1' - 0"LG?
HSS4x4x1/4
1 1/
2"9"
1 1/
2"
3"
W10X22
HSS3X3X1/4
1/2" FRP PLATE x 9' - 1"LG
HSS4 x 4 x 1/4 x 1' - 0"LG
PL 3/16 x 4 x 0' - 4"LGW/ 1/2"Ø DRAIN HOLE
PL 1/4 x 2 3/4 x 0' - 9 7/16"LG
1' -
0"
2 1/
4"
W10X22
HSS4 x 4 x 1/4 x 1' - 0"LG
HSS3X3X1/4
4"
4"
HSS4 x 4 x 1/4 x 1' - 0"LGW10X22
W10X22
PL 1/4 x 4 x 0' - 11"LG
@ CORNER6B
4B
6A
6C
6G
4C (4BOPP)
4A
4A
3A
4B
6A
5A
STEEL CONSTRUCTORSCERTIFIED,CAMPBELL
INC.
ES
1991
LIC. 74758
CA.
1
T.
JOB NO.
CHECKED
DRAWN
DWG NO.1. ALL MATERIAL IS A36 U.N.O.2. ALL HSS A500 GR "B"3. ALL PIPE A534. ALL WF BEAMS A992 GR 505. GRIND ALL EDGE WELDS
SHOP NOTES
GENERAL NOTESNOTICE TO THE GENERAL CONTRACTOR1. WHEN CCI RECEIVES DRAWINGS STAMPED "APPROVED AS
NOTED" IT IS CONSIDERED AS A RELEASE TO FRABRICATE ALLITEMS UNLESS THERE IS A NOTED TO THE CONTRARY WRITTENBY THE CONTRACTOR ON THE DRAWINGS.
2. IN THE EVENT THAT NOTES, (ASKING THE APPROVER TO THEVERIFY INFORMATION), ARE NOT ADDRESSED BY THE APPROVER,CCI FABRICATOR WILL ASSUME THAT INFORMATION TO BECORRECT AND WILL FABRICATE USING THAT INFORMATION.
REV.
TITLE
PROJECT
CLIENT
1629 ORD WAYOCEANSIDE, CA 92056PHONE: (760) 722-9353FAX:(760) 758-4000www.campbellwelding.comLIC#:747581
TYPICAL HOLE SIZE
FINISH
ELECTRODEE70XX
5/5/
2015
8:5
2:06
PM
AE6
Author
Checker
511PLATFORM DETAILS
VERIZON WIRELESS - GASLAMP
BERG CORPORATION
401 K. STREETSAN DIEGO, CA 92101
1 TYPICAL BRACE PLATE CONNECTION BELOW PLATFROMREF. 12B/S4.1 2 HORIZONTAL ANGLE BRACE BELOW PLATFORM AT WF
REF. 12A/S4.1
9 HORIZONTAL BRACE CONNECTION AT TOPREF. 8/S4.4
5 HORIZONTAL ANGLE BRACE CONNECTION AT TOPREF. 7/S4.4
6 TYPICAL ANGLE CONNECTIONREF. 7/S4.2
4 HSS BRACE CONNECTION TO HSS COLUMNREF. 11/S4.4
10 STAIR AT PLATFORMREF. 11/S4.211 DOOR FRAME AT PLATFORM
REF. 2/S4.4
8 DIAGONAL ANGLE BRACE CONNECTIONREF. 7/S4.3
3 CHANNEL AND WALL PLATE ANCHORREF. 8/S4.1
7 HSS POST CONNECTION TO WFREF. 8/S4.1
14 PLATFORM ISO
NO. BY DATE DESCRIPTIONA 5/5/2015 FOR APPROVAL
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