HomeMy WebLinkAboutHOLD-1831 E Carnegie Ave - 103118137 - PlanSHEET NAME:
DATE:
SCALE:
DRAWN BY:
PROJECT #:
SHEET NUMBER: REV:
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SY912744
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STRUCTURAL STAMP
CU
S
T
O
M
E
R
:
REV. 14
SANTA FE SPRINGS, CA
9939 NORWALK BLVD,
SANTA FE SPRINGS, CA 90670
PHONE: 562. 944. 8067
This drawing is the property of Raymond West and is
only to be used only by the party described in the
"Customer" section and then only in connection with
its purchase or use of Raymond West products,
services or systems. Copying in part or as a whole is
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
described under "Customer".
All dimensions are to be field verified by the
customer. Raymond West assumes no responsibility for
incorrect dimensions, location of lights or other
equipment outside of Raymond West's scope of work.
https://raymondwest. com
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TITLE SHEET
SS1
X" = 1'-0"
NORTH
SITE
LOCATION
A. STORAGE CAPACITY SIGNS
1. PER RMI 1.4.2, ONE OR MORE PLAQUES WILL BE PLACED
CONSPICUOUSLY IN CLEAR AND LEGIBLE MANNER TO
IDENTIFY EACH DIFFERENT RACK CONFIGURATION.
2. EACH PLAQUE TO BE A MINIMUM OF 50 SQUARE INCHES. IT
IS THE OWNERS RESPONSIBILITY TO ENSURE THE RACK
SYSTEM IS NOT ALTERED SO THAT THE PLAQUE
INFORMATION IS INVALIDATED.
3. EACH PLAQUE TO DISPLAY:
i. THE MAXIMUM PERMISSIBLE LOAD AND/OR THE
MAXIMUM DISTRIBUTED LOAD PER LEVEL
ii. THE AVERAGE LOAD IF APPLICABLE AND
iii. MAXIMUM TOTAL LOAD PER BAY.
B. WELDING
1. ALL WELDING, EXCEPT WHEN PERFORMED AT THE SHOP OF
AN APPROVED FABRICATOR, SHALL BE DONE BY CERTIFIED
WELDERS. WELDING CERTIFICATES PROVIDED UPON
REQUEST.
2. SPECIAL INSPECTIONS REQUIRED FOR ANY STRUCTURAL
FIELD WELDING.
C. ANCHORING/HARDWARE
1. PER CBC, SPECIAL INSPECTION IS REQUIRED FOR THE
INSTALLATION OF ANCHOR BOLTS.
2. ANCHOR SIZE, PLACEMENT, AND EMBEDMENT SPECIFIED BY
A LICENSED PROFESSIONAL STRUCTURAL ENGINEER.
3. PER CBC, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR
THE INSTALLATION OF CONCRETE ANCHOR BOLTS OF
STORAGE RACKS 8 FEET OR GREATER FOR STRUCTURES
ASSIGNED TO SEISMIC DESIGN CATEGORIES D, E, OR F.
4. HARDWARE OTHER THAN ANCHORS TO BE SPECIFIED BY A
LICENSED PROFESSIONAL STRUCTURAL ENGINEER.
D. MAINTENANCE
1. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY
OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL,
HOUSEKEEPING, AND MAINTENANCE PROCEDURES,
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
i. PROHIBIT ANY OVER LOADING OF ANY PALLET
POSITIONS AND OF THE OVERALL RACK SYSTEM
ii. REGULAR INSPECTIONS FOR DAMAGE. IF DAMAGED
COLUMNS OR BEAMS ARE FOUND, IMMEDIATELY
UNLOAD THE AFFECTED AREA AND REPLACE OR
REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER
STRUCTURAL COMPONENTS.
iii. REQUIRE ALL PALLETS BE MAINTAINED IN GOOD, SAFE
OPERATING CONDITION.
iv. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO
PALLET LOAD SUPPORT MEMBERS IN STACKED AND
STABLE POSITIONS.
v. ALL GOODS STORED ON EACH PALLET ARE STACKED
AND IN STABLE POSITIONS.
vi. ENSURE THAT THE RACKS ARE NOT MODIFIED OR
REARRANGED IN A MANNER NOT WITHIN THE
ORIGINAL DESIGN CONFIGURATIONS.
vj. IF CONFIGURATION CHANGES ARE REQUIRED, NEW
STRUCTURAL ANALYSIS MUST BE PERFORMED TO
ENSURE PROPER LOADING.
vk. THE MAXIMUM TOP TO BOTTOM OUT-OF PLUMB
RATIO AND OUT-OF STRAIGHT RATIO PER RACK
COLUMN IS 1/240 (FOR EXAMPLE 1/2" PER 10 FEET OF
HEIGHT). COLUMNS WHOSE OUT-OF-PLUMB RATIO OR
OUT-OF-STRAIGHT RATIO EXCEEDS THIS LIMIT SHOULD
BE UNLOADED AND RE-PLUMBED. ANY DAMAGES
PARTS MUST BE REPAIRED OR REPLACED.
E. CONFIGURATION CHANGES
1. THIS SET OF DRAWINGS SHOWS ALL THE PERMISSABLE
CONFIGURATIONS OF THESE COMPONENTS PER THIS
PERMITTED DRAWING SET. OTHER CONFIGURATIONS MAY
PERMITTED UPON REVIEW OF THE ENGINEER OF RECORD
FOR THIS PROJECT AND REVISIONS TO THE DRAWING
ACCORDINGLY.
2. ANY CHANGES TO THE CONFIGURATION OF THE RACK
SYSTEM COMPONENTS INCLUDING RELOCATION OR
REMOVAL OF THE SHELF BEAM OR ANY OTHER
COMPONENTS WITHOUT PERMISSION IS NOT PERMITTED
VICINITY MAP PROJECT TEAM SHEET INDEX
DEFERRED SUBMITTALS
GENERAL NOTES:
PROJECT/SITE INFORMATION
APPLICABLE CODES
12/22/23
(6)6,2 251$3 /'((15
*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R 1R
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4536$563"-$0.10/&/540/-: "--
05)&3"3&"4"3&0654*%&5)&4$01&0'
803,0'5)*4$&35*'*$"5*0/ ͘
Bldg# 103118137
APPROVALS:
PLNG - CSantana
BLDG - ASo
HOLD-1831 E Carnegie Ave
- 103118137
7/18/2024
1831 CARNEGIE
SANTA ANA, CA 92705
9'-0"
5'-0"
9'-0"
9'-0"
18'-0"
33'-7"
34'-0"
27'-0"
17'-10"
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40'-0"
9'-0"
5'-0"
9'-0"
9'-0"
18'-0"
33'-7"
SHEET NAME:
DATE:
SCALE:
DRAWN BY:
PROJECT #:
SHEET NUMBER:REV:
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SY912744
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STRUCTURAL STAMP
CU
S
T
O
M
E
R
:
REV. 14
SANTA FE SPRINGS, CA
9939 NORWALK BLVD,
SANTA FE SPRINGS, CA 90670
PHONE: 562.944.8067
This drawing is the property of Raymond West and is
only to be used only by the party described in the
"Customer" section and then only in connection with
its purchase or use of Raymond West products,
services or systems. Copying in part or as a whole is
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
described under "Customer".
All dimensions are to be field verified by the
customer. Raymond West assumes no responsibility for
incorrect dimensions, location of lights or other
equipment outside of Raymond West's scope of work.
https://raymondwest.com
1831 CARNE
SANTA ANA,
40
E
A
-7"
34'-
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SITE PLAN
FOR REFERENCE
SS2
N.T.S.
2 SITE PLAN - FOR REFERENCE
Scale: NTS
NOR
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SCOPE OF WORK3
A3
12/22/23
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R1R
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4536$563"-$0.10/&/540/-:"--
05)&3"3&"4"3&0654*%&5)&4$01&0'
803,0'5)*4$&35*'*$"5*0/͘
HOLD-1831 E Carnegie Ave
- 103118137
7/18/2024
A
D1
E
F
Storage
Conference
1
Electrical
Lunch
Room
Conference
3
Womens Mens
Courtyard
Conference
2
Womens Mens
IT
Office 2Office 1
Containment
Reservoir
E E E E E E E E E E E E E
E E E E
E
E AAAAA
AAAAA
FFFFF
A
A
F
FFFFF F
D1 D1 D1 D1 D1 D1
5'
5'
60"60"
Mens
SHEET NAME:
DATE:
SCALE:
DRAWN BY:
PROJECT #:
SHEET NUMBER:REV:
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SY912744
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STRUCTURAL STAMP
CU
S
T
O
M
E
R
:
REV. 14
SANTA FE SPRINGS, CA
9939 NORWALK BLVD,
SANTA FE SPRINGS, CA 90670
PHONE: 562.944.8067
This drawing is the property of Raymond West and is
only to be used only by the party described in the
"Customer" section and then only in connection with
its purchase or use of Raymond West products,
services or systems. Copying in part or as a whole is
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
described under "Customer".
All dimensions are to be field verified by the
customer. Raymond West assumes no responsibility for
incorrect dimensions, location of lights or other
equipment outside of Raymond West's scope of work.
https://raymondwest.com
tric
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FLOOR PLAN
SCOPE OF WORK
SS3
1/16" = 1'-0"
3 FLOOR PLAN-SCOPE OF WORK
Scale: 1/16"=1'-0"
FE
EXIT SIGNS WITH LIGHTING
4A:60B:C RATED FIRE EXTINGUISHER
EXIT SIGNS SHALL BE INTERNALLY OR
EXTERNALLY ILLUMINATED EXIT
SCOPE OF WORK:
THIS REPORT IS THE PROPERTY OF RAYMOND
HANDLING SOLUTIONS AND WAS PREPARED
EXCLUSIVELY FOR THE USE BY AIR LIQUIDE FOR
BUILDING PERMIT OF STORAGE RACK
REQUIREMENTS AS DESCRIBED IN THIS REPORT.
THE DESCRIPTION OF THE PRODUCTS TO BE
STORED AND THE STORAGE HEIGHTS ARE BASED
ON INFORMATION PROVIDED BY AIR LIQUIDE
DISCREPANCIES BETWEEN THE INFORMATION
PRESENTED HEREIN AND ACTUAL CONDITIONS
PRESENTED ON THE PLANS ARE THE SOLE
RESPONSIBILITY OF AIR LIQUIDE VERIFICATION
OF COMPLIANCE WITH THE CODE REQUIREMENTS
AND PROVISIONS ADDRESSED HEREIN IS
OUTSIDE THE SCOPE OF THIS REPORT. COPIES
OF THIS REPORT RETAINED BY AIR LIQUIDE
SHALL BE UTILIZED ONLY BY AIR LIQUIDE.
OWNER/TENANT SHALL OBTAIN A LICENSED CONTRACTOR
TO PERFORM SUCH WORK. ALONG WITH THE NECESSARY
PERMIT FOR SUCH WORK.
SELECTIVE RACK - TYPE A
42" X 168" UPRIGHTS / 144" BEAMS
SELECTIVE RACK - TYPE F
42" X 192" UPRIGHTS / 144" BEAMS
SELECTIVE RACK - TYPE D1
42" X 168" UPRIGHTS / 144" BEAMS
SELECTIVE RACK - TYPE E
42" X 180" UPRIGHTS / 96" BEAMS
NOR
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H
12/22/23
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R1R
(([S[S
d, W͘ ͘ Zd/&/d/KEWZKs/ , Z /E W Zd/E^
505)&"%&26"$:0'5)&4503"(&3"$,
4536$563"-$0.10/&/540/-:"--
05)&3"3&"4"3&0654*%&5)&4$01&0'
803,0'5)*4$&35*'*$"5*0/͘
HOLD-1831 E Carnegie Ave
- 103118137
7/18/2024
A
D1
E
F
Storage
Conference
1
Electrical
Lunch
Room
Conference
3
Womens Mens
Courtyard
Conference
2
IT
Office 2Office 1
Containment
Reservoir
E E E E E E E E E E E E E
E E E E
E
E AAAAA
AAAAA
FFFFF
A
A
F
FFFFF F
D1 D1 D1 D1 D1 D1
EXIT
FE
EXIT
EXIT
FE
FE
195'-8"
5'
5'
Womens Mens
60"60"
SHEET NAME:
DATE:
SCALE:
DRAWN BY:
PROJECT #:
SHEET NUMBER:REV:
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SY912744
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STRUCTURAL STAMP
CU
S
T
O
M
E
R
:
REV. 14
SANTA FE SPRINGS, CA
9939 NORWALK BLVD,
SANTA FE SPRINGS, CA 90670
PHONE: 562.944.8067
This drawing is the property of Raymond West and is
only to be used only by the party described in the
"Customer" section and then only in connection with
its purchase or use of Raymond West products,
services or systems. Copying in part or as a whole is
prohibited. This is subject to a Confidentiality
Agreement between Raymond West and the party
described under "Customer".
All dimensions are to be field verified by the
customer. Raymond West assumes no responsibility for
incorrect dimensions, location of lights or other
equipment outside of Raymond West's scope of work.
https://raymondwest.com
ens
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EGRESS PLAN
SS4
1/16" = 1'-0"
4 EGRESS PLAN
Scale: 1/16"=1'-0"
FE
EXIT SIGNS WITH LIGHTING
4A:60B:C RATED FIRE EXTINGUISHER
EXIT SIGNS SHALL BE INTERNALLY OR
EXTERNALLY ILLUMINATED EXIT
1. THE COMMON PATH OF EGRESS TRAVEL DISTANCE NOT TO
EXCEED CBC TABLE 1006.2.1
2. THE EXIT ACCESS TRAVEL DISTANCE, MEASURED FROM THE
MOST REMOTE POINT TO AN EXIT, NOT TO EXCEED THE
ALLOWABLE PER CBC TABLE 1017.2
3. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY
ILLUMINATED IN ACCORDANCE WITH SECTION 1013.3
4. THE MAXIMUM OUT OF PLUMBNESS SHALL BE 0.5 INCHES PER
10 FT. OF HEIGHT.
NOTES:
SELECTIVE RACK - TYPE A
42" X 168" UPRIGHTS / 144" BEAMS
SELECTIVE RACK - TYPE F
42" X 192" UPRIGHTS / 144" BEAMS
SELECTIVE RACK - TYPE D1
42" X 168" UPRIGHTS / 144" BEAMS
SELECTIVE RACK - TYPE E
42" X 180" UPRIGHTS / 96" BEAMS
PATH OF TRAVEL
MAX DISTANCE 195'-8"
POINT OF ORIGIN
NOR
T
H
12/22/23
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R1R
(([S[S
d, W͘ ͘ Zd/&/d/KEWZKs/ , Z /E W Zd/E^
505)&"%&26"$:0'5)&4503"(&3"$,
4536$563"-$0.10/&/540/-:"--
05)&3"3&"4"3&0654*%&5)&4$01&0'
803,0'5)*4$&35*'*$"5*0/͘
HOLD-1831 E Carnegie Ave
- 103118137
7/18/2024
0.95"
1.58"
1/2"
2"
MIN. EMBED.
F.F.
O.A.L.
168"
FRONT VIEW
144"
TYPE D1 SELECTIVE RACK
48"
5
1B
42"
168"
SIDE VIEW
42"
42"
42"
42"
30"
2
61
168"
FRONT VIEW
144"
TYPE F SELECTIVE RACK
48"
1B
24"
24"
24"
24"
24"
1
168"
FRONT VIEW
144"
TYPE A SELECTIVE RACK
6"
24"
18"
4 3
1B
24"
24"
24"
24"
24"
1
42"
36"
3
4 3
7/8"1 7/8"
1 1/2"
4 1/2"
8"
5/8"Ø
3/8"
5"
1"
1"
3"
3"
6"
3"
2"
2"
1"
1 3/8"
4"
1 1/2"
1 7/8"7/8"
MATERIAL
DESCRIPTION
STEEL YIELD
BRACING: HORIZ. & DIAG.
18 GAGE STEEL
NOTES:
USE @ ALL KINGMORE BRACE LOCATIONS
TYP.
DIAG.
BRACE
HORIZ.
BRACE
NOT A DEPICTION OF THIS PROJECT
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
CONNECTOR
4266
1/2"Ø x 2" MIN. EMBED.
HILTI KWIKBOLT TZ2 ANCHOR
SIZE
ICC/ESR#
DESCRIPTION
NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
DESCRIPTION STORAGE RACK ELEVATIONS
GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2022 CBC, ASCE 7-16, SECTION 15.5.3, & 2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA SS = 1.267, S1 =0.454, FA = 1.200, FV = 1.846,
IP = 1.0 (NO PUBLIC ACCESS), SDS =1.014, SD1 =0.559, OCCUPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3.STORAGE CAPACITY:
TYPE A=800 LBS PER LEVEL TYP.
TYPE D1=2400 LBS PER LEVELS 1-2, 1500 LBS LVL 3, 600 LBS LVL 4.
TYPE F=900 LBS PER LEVEL TYP.
4. ANCHORS : HILTI KIWKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
1/2" Ø X 2" MIN. EMBEDT.
50 FT-LBS TORQUE (HILTI KWIKBOLT TZ2)
40 FT-LBS TORQUE (POWERS SD2)
(2) ANCHORS PER BASE PLATE.
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
PER ICC ESR#4266.
6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" X 2500 PSI
7. SOIL BEARING PRESSURE 750 PSF.
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING
E70XX ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR
ANY FIELD WELDING.
11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE
CEILING SPRINKLER DEFLECTOR.
12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO
NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED,
INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES
SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM
DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER
OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE
PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY
AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR
REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:
A. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
B. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.
D. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED
AND STABLE POSITION.
E. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
F. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK
SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
G. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE
STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY
ARE IN USE.
H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN
CONFIGURATION.
16. MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS,
CONTROL/EXPANSION JOINTS OR SLAB CRACKS=3.5".
17. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF-STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR
EXAMPLE 1/2" PER 10 FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF-STRAIGHT RATIO
EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR
REPLACED.
18. MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 3.36") OF TOP SHELF LEVEL
HEIGHT @ BRACED DIRECTION AND 5% (OR 8.4") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
18
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SED 1 OF 2
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NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
ASTM A570, Fy=50,000 PSI
GENERAL RACK CONFIGURATION
16 GAGE
4-1/2" BEAM (LBF456)
STEEL YIELD
MATERIAL
DESCRIPTION
NOTES:
USE @ TYPES A, F BEAM LOCATIONS.
ASTM A570, Fy=50,000 PSI
COLUMN: C3314TD
COLUMN
DESCRIPTION
MATERIAL
BASE PLATE: 8" x 5"
3/8" THICK PLATE
STEEL YIELDASTM A36, Fy=36,000 PSI
NOTES:
USE @ TYPES A, D1, F KINGMORE
COLUMN/BASE LOCATIONS TYP.
DESCRIPTION
MATERIAL
STEEL YIELD
14 GAGE STEEL
ASTM A570, Fy=50,000 PSI
2
3 6
5/16"Ø SAFETY CLIP
7/16" Ø
GR 55 RIVET
NOTES:
USE @ ALL KINGMORE BEAM TO
CONNECTION LOCATIONS TYP.
7 GAGE
3-PIN CONNECTOR
STEEL YIELD
MATERIAL
DESCRIPTION
ASTM A570, Fy=50,000 PSI
5
1B 1
14 GAGE
4" BEAM (LBF404)
STEEL YIELD
MATERIAL
DESCRIPTION
NOTES:
USE @ TYPE D1 BEAM LOCATIONS.
ASTM A570, Fy=50,000 PSI
4
12/22/23
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R1R
(([S[S
HOLD-1831 E Carnegie Ave
- 103118137
7/18/2024
4"
c.c.
1 1/2"
1 1/2"
1/4"
HORIZ.
BRACE
DIAG.
BRACE
CONNECTOR
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
96"
FRONT VIEW
TYPE ET SELECTIVE RACK
180"
128"
42"
SIDE VIEW
180"
36"
36"
48"
48"
1B
4 3
5
2
1
96"
FRONT VIEW
TYPE E SELECTIVE RACK
180"
48"
1B
4 3
1
40"
40"
REAR BRACE BEAM
2"
MIN. EMBED.
1/2"
BASE PLATE F.F.
O.A.L.
5/16Ø
SAFETY PIN
7/16Ø GR.
55 RIVET
2"
2"
3 3/16"
1"
6"
1 11/16"
1"
1"
8"
5"
3/8"
5/8"Ø
3"
3"
3/4"
4"
1 1/2"
1 7/8"7/8"
DESCRIPTION
STEEL YIELD
MATERIAL NOTES:
USE @ ALL HANNIBAL BRACE
LOCATIONS TYP .ASTM A570, Fy=55,000 PSI
16 GAGE STEEL
BRACING: HORIZ. & DIAG.NOT A DEPICTION OF THIS PROJECT
GENERAL RACK INFORMATION1
SIZE 1/2"Ø x 2" MIN. EMBED.
HILTI KWIKBOLT TZ2 ANCHOR NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR
SPECS.
DESCRIPTION
ESR # 4266
DESCRIPTION STORAGE RACK ELEVATIONS
7 GAGE
3-PIN CONNECTOR
ASTM A570, Fy=50,000 PSISTEEL YIELD
MATERIAL
DESCRIPTION NOTES:
USE @ ALL HANNIBAL BEAM TO COLUMN
CONNECTION LOCATIONS TYP.
GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2022 CBC, ASCE 7-16, SECTION 15.5.3, & 2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA SS = 1.267, S1 =0.454, FA = 1.200, FV = 1.846,
IP = 1.0 (NO PUBLIC ACCESS), SDS =1.014, SD1 =0.559, OCCUPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3.STORAGE CAPACITY:
TYPE E=2200 LBS PER LEVEL TYP.
TYPE ET=2000 LBS PER LEVEL TYP.
4. ANCHORS : HILTI KIWKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
1/2" Ø X 2" MIN. EMBEDT.
50 FT-LBS TORQUE (HILTI KWIKBOLT TZ2)
40 FT-LBS TORQUE (POWERS SD2)
(2) ANCHORS PER BASE PLATE.
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
PER ICC ESR#4266.
6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" X 2500 PSI
7. SOIL BEARING PRESSURE 750 PSF.
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING
E70XX ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR
ANY FIELD WELDING.
11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE
CEILING SPRINKLER DEFLECTOR.
12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO
NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED,
INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES
SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM
DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER
OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE
PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY
AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR
REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:
A. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
B. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.
D. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED
AND STABLE POSITION.
E. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
F. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK
SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
G. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE
STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY
ARE IN USE.
H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN
CONFIGURATION.
16. MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS,
CONTROL/EXPANSION JOINTS OR SLAB CRACKS=3.5".
17. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF-STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR
EXAMPLE 1/2" PER 10 FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF-STRAIGHT RATIO
EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR
REPLACED.
18. MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 2.56") OF TOP SHELF LEVEL
HEIGHT @ BRACED DIRECTION AND 5% (OR 6.4") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.18
1
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NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
COLUMN
NOTES:
USE @ TYPE E, ET HANNIBAL
COLUMN/BASE LOCATIONS TYP.
STEEL YIELD
DESCRIPTION
MATERIAL
BASE PLATE: 8" x 5"
3/8" THICK PLATE
ASTM A36, Fy=36,000 PSISTEEL YIELD
DESCRIPTION
MATERIAL
ASTM A570, Fy=55,000 PSI
14 GAGE THK.
COLUMN: HMH IF 3014
2
3 4
1B
5
NOTES:
USE @ TYPE E, ET HANNIBAL BEAM
LOCATIONS TYP.
14 GAGE
STEEL YIELD
MATERIAL
DESCRIPTION
ASTM A570, Fy=50,000 PSI
4" BEAM (LBF404)
12/22/23
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R1R
(([S[S
HOLD-1831 E Carnegie Ave
- 103118137
7/18/2024
12/22/23
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024
RW PERMIT AGENT AUTHORIZATION
JOB NAME: All Projects
TERM: Calendar Year 2024
I hereby authorize ---------------to act as our agent in obtaining a building permit for this project.
AUTHORIZED SIGNATURE:
CONTRACTOR LICENSE:
LICENSE CLASS:
COMPANY:
Q.I.
842707
C61, D21, D24, & D28
Raymond Handling Solutions, Inc.
9939 Norwalk Blvd.
Santa Fe Springs, CA 90670
AUTHORIZED RAYMOND HANDLING SOLUTIONS, INC AGENTS:
Alex Larios
Ava Madigan
Bob Sharifi
Carrie Sharifi
Doug Falk
Edgar Colin
Garnick Ohanian
Greg Cox
Jaime Saenz
Bira Siqueira
Ralph Speer
Josh Gaskin
Jesse Gastinell
John Martinez
Jonathan Lusk
Joseph Anderson
Juan Diaz
Alex Barajas
James McCaffrey
Barry McCarten
Javier Verdugo
Matthew Rapacz
Michelle Borchers
Rhonda Stark
Robert Lobo
Sarah Fateen
Wendy Norman
Jeff Wedemeyer
Allison Eifler
Derek Poole
•Corporate Headquarters 9939 Norwalk Blvd., Santa Fe Springs, CA 90670·
•Ontario Office 1945 Burgundy Place, Ontario, CA 91761 •las Vegas Office 2555 East Washburn Rd, N. LV,NV 89115•
•San Diego Office 12310 World Trade Dr Ste 111, San Diego CA 92128-3793•
*28309 lndustry Drive, Valencia CA 91355-4118*
JAMES MCCAFFREY
HOLD-1831 E Carnegie Ave
- 1031181377/18/2024