Attachment_F_Drawings_-_Irvine,_CA_.pdf
PDF 3 MB Posted
- Attached to
- Fire Pump Maintenance & Repair Services
- Solicitation number
- IFB-299-2549402-1-WO
- Issued by
- Orange County, San Francisco City, California
About this file
Summary
This is a fabrication drawing document prepared by Peerless Engineered Systems Inc. for OC Waste & Recycling's Fire Pump Maintenance & Repair Services project located at the Frank R. Bowerman Landfill in Irvine, California. The drawing set contains detailed technical specifications and Bill of Materials (BOM) for two primary structural assemblies: an FRB Crews Quarters & Storage Facility skid and a Pump & Engine Skid Base system. The FRB Landfill - Irvine Skid Fabrication Drawing details wide flange beam structural components with an approximate total weight of 2,890 pounds, including W10 and W6 series beams, angle iron, and four padeyes fabricated from SA-516-70 plate steel. The Pump & Engine Skid Base assembly contains channel beams, flat bar stock for mounting pads, and structural angle components totaling approximately 628 pounds, with specific provisions for pump mounting, engine mounting, jockey pump mounting, and control panel stands. The drawings specify all dimensions in inches with tolerances of ±1/4 inch, require welding in accordance with AWS D1.1 standards, and include detailed revision history indicating updates as of October 24, 2017.
The technical specifications establish strict manufacturing and quality requirements including proper weld slag removal, sharp corner deburring, hole deburring, pin hole repairs for coating integrity, and parallel alignment of interior beams with perimeter beams. All fabrication work is designated as proprietary to Peerless Engineered Systems Inc., with specifications for fractional and decimal tolerances and angle tolerances of ±1 degree. The documents are marked as "Not to Scale" with drawing revision 01 dated October 23-24, 2017, and approved by AKG and JR, providing the technical foundation for the fire pump maintenance facility infrastructure at the Orange County landfill location.
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Text version
Philippe Lalonde C:\LEI\00 Office\Title blocks & Seals\LEI-Seals Model (1)
Philippe Lalonde Typewritten Text 12/7/17
ELEVATION VIEW
PLAN VIEW
/1 6"
/1 6"
/1 6"
/1 6"
57 7/8"
/1 6"
45 1/8"
84"
138 5/8"
179 7/8"
0"
216"
/1 6"
5/
/1 6"
/1 6"
/1 6"
3/
" T
YP
12"TYP
3/
7 1/2"
Ø1 1/8"
/1 6"
5 1/4"
R2 1/4"
1" PL (SA-516-70)
2 3/4"
PADEYE
(4 REQ'D)
A
A
B
B C C CC
F
F
G
G
H
H J
K
K
K
M
M
N N
N N
N
P
P
D
D
K
113 13/16"
LA
L
FLUSH
TO TOPLB
/1 6"
64 13/16"
REV BY CHK DATE DESCRIPTION
01 AKG JR 11-28-17 UPDATED PADEYE LENGTH IN BOM
INTERIOR TO INTERIOR
WIDE FLANGE BEAM
INTERIOR TO EXTERIOR
WIDE FLANGE BEAM
1/4" 1/4"
TYP
ANGLE
TYP
TYP
INTERIOR/EXTERIOR
WIDE FLANGE BEAM
ANGLE TO
1/4" 1/4"
1/4" 1/4"
TYP
TYP
NOTES:
1. ALL DIMENSIONS ARE IN INCHES, ALLOWABLE TOLERANCE ± 1/4".
2. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 WELDING CODE, LATEST
EDITION.
3. ALL TYPICAL WELDS ARE MINIMUM SIZES.
4. RADIUS MEMBERS WHERE INDICATED, REMOVE ALL SHARP CORNERS & DEBURR
ALL HOLES, UNLESS NOTED ON DRAWING.
5. REMOVE ALL WELD SLAG, SPATTER, FILLET METAL, TIPS, ETC.
6. PIN HOLES ON ANY WELD SHALL BE REPAIRED TO FACILITATE THE COATING
INTEGRITY.
7. INTERIOR BEAMS TO BE PARALLEL WITH PERIMETER BEAMS.
8. SOME ITEMS NOT IDENTIFIED IN CERTAIN VIEWS FOR CLARITY.
PROPRIETARY DATATOLERANCES
UNLESS OTHERWISE NOTED
FRACTIONAL
DECIMAL
ANGLE
+/- 1/4"
X.X +/- 0.1
X.XX +/- 0.03
X.XXX +/- 0.005
+/- 1°
This drawing is the property of Peerless be reproduced or employed for any manufacturing purposes except upon the explicit instruction of Peerless Engineered Systems Inc., or at the completion of the job it is to be returned to Peerless Engineered Systems Inc, Brookshire, Texas.
PROJECT TITLE:
DRAWING/DOCUMENT TITLE:
SHEET NO: PEERLESS REFERENCE:
Engineered Systems inc., and is not to
DATE:
DRAWN BY:
APPROVED:
SCALE:
END USER:
BUYER:
P.O. NO:
ITEM NO:
LOCATION:
906 Koomey Road Brookshire, TX 77423
Ph: 713-457-5601 Fax: 713-896-0250
ISO 9001 Certified
REVISION HISTORY
REV:DRAWING NO:
R
PEERLESS
ENGINEERED SYSTEMS
FRB CREWS QUARTERS & STORAGE FACILITY
DAYBREAK TECHNOLOGIES, INC.
PPF174021
IRVINE, CA
FRB LANDFILL - IRVINE
SKID FABRICATION DRAWING
1 OF 1 9927130262
-0
R
EV
1.
dw g
10-23-17
AKG
JR
NTS
9927130262-04A 01
BILL OF MATERIALS
ITEM QTY DESCRIPTION CUT LENGTH WEIGHT (EA.)
A 2 W10 X 26# 216 468
B 2 W10 X 26# 114" 247
C 4 W6 X 15# 114" 143
D 2 W6 X 15# 41" 51
F 2 W6 X 15# 42" 53
G 2 W6 X 15# 38 5/8" 48
H 2 W6 X 15# 54 3/8" 120
J 1 W6 X 15# 33" 68
K 4 L4 X 4 X 3/8" 6 1/4" 5
L 1 L6 X 4 X 3/8" 20 3/16" 36
LA 1 L6 X 4 X 3/8" 54 3/8" 56
LB 1 L6 X 4 X 3/8" (FLUSH TO TOP) 13 3/4" 14
M 2 L6 X 4 X 3/8" 33" 34
N 4 PL: 1" X 9 3/16" W X 7 1/2" L - PADEYE (SA-516-70) --- 20
P 2 FB: 1" X 2" SQ. W/ 1/2-13UNC D&T - GROUNDING LUG --- 1
APPROXIMATE TOTAL WEIGHT: 2890 LBS.
Philippe Lalonde C:\LEI\00 Office\Title blocks & Seals\LEI-Seals Model (1)
Philippe Lalonde
REV BY CHK DATE DESCRIPTION
INTERIOR TO INTERIOR
WIDE FLANGE BEAM
INTERIOR TO EXTERIOR
WIDE FLANGE BEAM
1/4" 1/4"
TYP
ANGLE
TYP
TYP
INTERIOR/EXTERIOR
WIDE FLANGE BEAM
ANGLE TO
1/4" 1/4"
1/4" 1/4"
TYP
TYP
NOTES:
1. ALL DIMENSIONS ARE IN INCHES, ALLOWABLE TOLERANCE ± 1/4".
2. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 WELDING CODE, LATEST
EDITION.
3. ALL TYPICAL WELDS ARE MINIMUM SIZES.
4. RADIUS MEMBERS WHERE INDICATED, REMOVE ALL SHARP CORNERS & DEBURR
ALL HOLES, UNLESS NOTED ON DRAWING.
5. REMOVE ALL WELD SLAG, SPATTER, FILLET METAL, TIPS, ETC.
6. PIN HOLES ON ANY WELD SHALL BE REPAIRED TO FACILITATE THE COATING
INTEGRITY.
7. INTERIOR BEAMS TO BE PARALLEL WITH PERIMETER BEAMS.
8. SOME ITEMS NOT IDENTIFIED IN CERTAIN VIEWS FOR CLARITY.
PROPRIETARY DATATOLERANCES
UNLESS OTHERWISE NOTED
FRACTIONAL
DECIMAL
ANGLE
+/- 1/4"
X.X +/- 0.1
X.XX +/- 0.03
X.XXX +/- 0.005
+/- 1°
This drawing is the property of Peerless be reproduced or employed for any manufacturing purposes except upon the explicit instruction of Peerless Engineered Systems Inc., or at the completion of the job it is to be returned to Peerless Engineered Systems Inc, Brookshire, Texas.
PROJECT TITLE:
DRAWING/DOCUMENT TITLE:
SHEET NO: PEERLESS REFERENCE:
Engineered Systems inc., and is not to
DATE:
DRAWN BY:
APPROVED:
SCALE:
END USER:
BUYER:
P.O. NO:
ITEM NO:
LOCATION:
906 Koomey Road Brookshire, TX 77423
Ph: 713-457-5601 Fax: 713-896-0250
ISO 9001 Certified
REVISION HISTORY
REV:DRAWING NO:
R
PEERLESS
ENGINEERED SYSTEMS
FRB CREWS QUARTERS & STORAGE FACILITY
DAYBREAK TECHNOLOGIES, INC.
PPF174021
IRVINE, CA
FRB LANDFILL - IRVINE
SKID FABRICATION DETAIL DRAWING
1 OF 1 9927130262
-0
R
EV
1.
dw g
10-24-17
AKG
JR
NTS
9927130262-04B 00
BILL OF MATERIALS
ITEM QTY DESCRIPTION CUT LENGTH WEIGHT (EA.)
A 2 C8 X 11.5# - PUMP & ENGINE SKID BASE 80" 77
B 2 C8 X 11.5# - PUMP & ENGINE SKID BASE 19 1/2" 19
C 1 C8 X 11.5# - PUMP MOUNTING PAD 24 1/2" 23
D 1 C8 X 11.5# - PUMP MOUNTING PAD 27 1/2" 26
E 2 FB: 1" X 4" - PUMP MOUNTING PAD 21 3/4" 25
F 1 FB: 1" X 6" - JOCKEY PUMP MOUNTING PAD 10" 17
G 6 L3 X 3 3/8" - PANEL STAND RISER 76 5/16" 46
H 2 L3 X 3 3/8" - PANEL STAND SUPPORT 12" 7
J 2 L3 X 3 3/8" - PANEL STAND SUPPORT 18" 11
K 2 L3 X 3 3/8" - PANEL STAND SUPPORT 6" 4
APPROXIMATE TOTAL WEIGHT: 628 LBS.
PLAN VIEW
84"
61 13/16"
1/
4"
/1
6"
/1 6"86
1/
1/
8 3/4"
7/
57 3/8"
75 3/8"
3/
4"
80"
7 3/8"
22 3/8"
44 11/16" 64 3/8"
1/
8"
TY
P
3/
4" 1/ 4"
/4
PUMP & ENGINE SKID BASE
PLAN VIEW
(ONE REQ'D)
PUMP & ENGINE SKID BASE
ELEVATION VIEW
(ONE REQ'D)
8 1/4" 8 1/4"
21 3/4"
2"(2) 1/2-13UNC D&T
PUMP MOUNTING PAD
(2 REQ'D)
4"
8"
4"
11 7/8" 11 7/8"
27 1/2"
(2 HOLES) 3/4"Ø
WELD 1/2-13UNC
HHXN ON BOTTOM
SIDE
ENGINE MOUNTING PAD
SHAFT END
(ONE REQ'D)
10 3/16" 10 3/16" 8"
4"24 1/2"
ENGINE MOUNTING PAD
(ONE REQ'D)
PUMP & ENGINE
SKID BASE
6"
10"
3 9/16" 3 9/16"
/1 6"
/1 6"
(4) 3/8-16UNC D&T
JOCKEY PUMP MOUNTING PAD
(ONE REQ'D)
MAIN PANEL STAND
(ONE REQ'D)
JOCKEY PUMP CONTROLLER STAND
(ONE REQ'D)
/1 6"
/1 6"
18"
12"
/1 6"
/1 6"
ENGINE CONTROLLER STAND
(ONE REQ'D)
/1 6"
/1 6"
24"
JOCKEY PUMP
MOUNTING PAD
JOCKEY PUMP
CONTROLLER
STAND
MAIN PANEL
STAND
ENGINE
CONTROLLER
STAND
A
A
B
B
A
B B
C
D
E
F
D CE G G
G G
G G
H
H
J
J
K
K
/1 6"
/1 6"
/1 6"
(2 HOLES) 3/4"Ø
WELD 1/2-13UNC
HHXN ON BOTTOM
SIDE
Philippe Lalonde C:\LEI\00 Office\Title blocks & Seals\LEI-Seals Model (1)
Philippe Lalonde
Philippe Lalonde
Philippe Lalonde
Philippe Lalonde
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| Philippe Lalonde |
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| Philippe Lalonde |
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| Philippe Lalonde |
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| Philippe Lalonde |
| 2017-12-07T17:18:13-0600 | |
| Philippe Lalonde |
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