HomeMy WebLinkAboutHOLD- 3411 W Lake Center Dr - PlanCODE INFORMATION
APPLICABLE CODES:
3.) 2022 CALIFORNIA GREEN BUILDING CODE (C.G.C.)
4.) 2022 CALIFORNIA REFERENCE STANDARDS CODE
5.) 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
6.) CCR TITLE 19 - PUBLIC SAFETY: DIVISION 1 - STATE FIRE MARSHAL
7.) 2022 NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
8.) APPLICABLE ORDINANCES OF THE STATE FIRE MARSHAL
1.)
2.)
THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2021
INTERNATIONAL BUILDING CODE (IBC) AND THE 2022 CALIFORNIA AMENDMENTS.
THE 2022 EDITION OF THE CALIFORNIA FIRE CODE (CFC) ADOPTS THE 2021
INTERNATIONAL FIRE CODE (IFC) AND THE 2022 CALIFORNIA AMENDMENTS.
TYPE OF CONSTRUCTION PER C.B.C.:
OCCUPANCY GROUP PER C.B.C.:
1 OF 2
2 OF 2
SITE PLAN
FLOOR PLAN
NO.SHEET TITLE
ENGINEERING:
BUILDING (OFFICE / MANUFACTURING / WAREHOUSE) B AND S-1
1 OF 1 STORAGE RACK DETAILS
SHEET INDEX
EXISTING BUILDING HEIGHT :
PROJECT INFORMATION
EXISTING USE :
PROPOSED USE :
BUILDINGS ON SITE :
REQUIRED PERMITS :
BUILDING ADDRESS :
WAREHOUSE
3411 W LAKE CENTER DR
SANTA ANA, CA 92704
BUILDING AND SAFTEY AND
FIRE PERVENTION
DETAILED SCOPE OF WORK:
17'-0"
ASSESSOR'S PARCEL NUMBER :
WAREHOUSE
INSTALL LOW PILE STORAGE RACKS IN WAREHOUSE AREA.
TYPE III-B
414-251-11
1
1 STORY WAREHOUSENUMBER OF STORIES:
1 STORY OFFICE AREA
OFFICE AREAAREA:
WAREHOUSE AREA
LOW PILE STORAGE AREA
SPRINKLERED.:YES
PROPERTY OWNER:CONTRACTOR:
PROJECT DIRECTORY
3420 W MACARTHUR BLVD #H
SANTA ANA, CA 92704
ADAMS PROPERTIES
TENANT
3411 W LAKE CENTER DR
SANTA ANA, CA 92704
WAVEFORM
ENGINEER:
12640 ALLARD ST
SANTA FE SPRINGS, CA 90670
TELEPHONE: (562) 407-5438
CONTACT: ZSIGMOND BALLA
LICENSE #: 1063193 C61/D24
GLOBAL TRADE MARKETING INC
1815 WRIGHT AVE.
LA VERNE, CA 91750
TELEPHONE: (909) 596-1351
LICENSE #: 26608 CIVIL
STRUCTURAL ENGINEERING & DESIGN INC.
FIRE DEPARTMENT NOTES:
C.)
A.)
B.)
FIRE DEPARTMENT INSPECTION REQUIRED. SCHEDULE 2 DAYS IN ADVANCE,
@ (714) 573-6150
A CFC PERMIT IS REQUIRED FOR HPS AND WILL BE ISSUED BY AN OCFA INSPECTOR
LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE
WITH CFC 906.2 AND CHAPTER 3, TITLE 19 CCR AND PLACEMENT IS SUBJECT TO
THE APPROVAL OF THE FIRE INSPECTOR
D.) STORAGE, DISPENSING OR USE OF ANY FLAMMABLE/COMBUSTIBLE MATERIALS
AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CFC REGULATIONS
E.) EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT
F.) MODIFICATION TO FIRE SPRINKLER AND ALARM SYSTEMS SHALL COMPLY WITH
2022 NFPA 13 AND 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED
G.) FIRE SPRINKLER SYSTEMS AND ALL CONTROL VALVES SHALL BE MONITORED BY A
U.L. LISTED CENTRAL ALARM STATION OR BE SUPERVISED PER 2022 CFC CHAPTER
9. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE
MONITORING SYSTEM.
H.) FIRE APPARATUS ACCESS ROADS SHALL BE UNOBSTRUCTED. ACCESS GATES
SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH
CFC 504 AND OCFA GUIDELINES
2,437 SQ. FT.
6,036 SQ. FT.
3,810 SQ. FT.
ACCESS DOOR
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W LAKE CENTER DR
VICINITY MAP
FH
FSR
00 20' 40'
GRAPHIC SCALE
PROPERTY LINE
02/09/24
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BLDG # 103118513
APPROVALS
BLDG - WLee
PLNG - CSantana
HOLD- 3411 W Lake
Center Dr12/10/2024
144"
TOP OF
UPRIGHT
65"
65"
144"
SELECTIVE RACKING TYPE A
12
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A B
C C
A A
A A
A A
A A
A A
C C
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21
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21
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15
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39'-10"40'-2"
ACCESS DOOR
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ROLL UP DOORROLL UP DOOR
6'-5"
10'
10'-6"
10'-6"
13'-6"
8"
1'
3'-4"
3'-4"
25'-9"
42"
NO STORAGE
BRACE BEAM ONLY
LOW-PILE
STORAGE AREA
00 8' 16'
GRAPHIC SCALE
144"
TOP OF
UPRIGHT
72"
41"
144"
SELECTIVE RACKING TYPE B
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NO STORAGE
BRACE BEAM ONLY
14"
31"
144"
TOP OF
UPRIGHT
85"
59"
144"
SELECTIVE RACKING TYPE C
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1R1R
(([S[S
HOLD- 3411 W Lake
Center Dr12/10/2024
1 1/2"
1 1/2"
42"
SIDE VIEW
144"
52"
26"
52"
6
2
144"
FRONT VIEW
TYPE C SELECTIVE RACK
144"
1B
5 3
1
85"
42"
SIDE VIEW
144"
52"
26"
52"
42"
6
2
7
144"
FRONT VIEW
TYPE B SELECTIVE RACK
144"
1B
5 3
1
72"
144"
FRONT VIEW
TYPE A SELECTIVE RACK
144"
1B
4 3
1
65"
65"
14"
41"
31"
59"
12"
O.A.L.
BASE PLATE F.F.
1/2"
3-1/4"
MIN. EMBED.
4 1/8"
1 1/16"
2"
1 1/8"1 1/2"12"1 1/2"
3 3/4"
3/16"
1 1/16"
1 5/8"
1"
5.12"
1 3/4"
3/4"
2 1/2"
5"
8"
3/8"
3"
3"
3/4"
5 1/2"4"
3"
3/4"
1 1/2"
1 5/8"
1"
5"
1 3/4"
STEEL YIELD
DESCRIPTION
MATERIAL
BRACING: HORIZ. & DIAG.
ASTM A570, Fy=55,000 PSI
14 GAGE THK.NOTES:
USE @ ALL INTLK BRACE LOCATIONS TYP.
NOT A DEPICTION OF THIS PROJECT
GENERAL RACK CONFIGURATION
HORIZ.
BRACE
CONNECTOR
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR
MATERIAL 1/2"Ø X 3-1/4" MIN. EMBED.
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
DIAG.
BRACE
ESR#4266
NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
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 = 1.310, S1 =0.471, FA = 1.200 FV = 1.825
IP = 1.0 (NO PUBLIC ACCESS), SDS = 1.048, SD1 =0.573, OCC UPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
TYPE A=2800 LBS PER LEVELS 1-2, NO LOAD @ TOP LEVEL.
TYPE B=2800 LBS PER LEVELS 1-2, NO LOAD @ TOP LEVEL.
TYPE C=3600 LBS PER LEVEL 1, NO LOAD @ TOP LEVEL.
4. ANCHORS : HILTI KIWKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
1/2" Ø X 3-1/4" 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, 6" 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 2.88") OF TOP SHELF LEVEL
HEIGHT @ BRACED DIRECTION AND 5% (OR 7.2") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
18
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DESCRIPTION STORAGE RACK ELEVATIONS
DESCRIPTION
STEEL YIELD
MATERIAL
STD ROW SPACER
ASTM A570, Fy = 55,000 PSI
14 GAGE NOTES:
ATTACH WITH (4) 3/8"Ø GR. 5 BOLTS, (2) @
EACH END
NOTES:
USES (2) ROW SPACERS FOR DOUBLE ROW UNITS
NOTES:
USE @ TYPE A BEAM LOCATIONS.
4" BEAM (INTLK40E)
16 GAGE
ASTM A570, Fy=55,000 PSI
MATERIAL
DESCRIPTION
STEEL YIELD
ASTM A36, Fy=36,000 PSI
3/8" THICK PLATE
BASE PLATE: 8" x 5"
MATERIAL
STEEL YIELD
DESCRIPTION
COLUMN: INTERLAKE
ASTM A570, Fy=55,000 PSI
DESCRIPTION
STEEL YIELD
MATERIAL
NOTES:
USE @ ALL INTERLAKE
COLUMN/BASE LOCATIONS TYP.
COLUMN: INTLK LU70
14 GAGE THK.
ASTM A570, Fy=55,000 PSI
7 GAGE NOTES:
USE @ ALL BEAM TO COLUMN CONNECTION
LOCATIONS TYP.
2-PIN CONNECTOR DESCRIPTION
STEEL YIELD
MATERIAL
5/16"Ø SAFETY PIN
7/16"Ø GR. 5 RIVET
NOTES:
USE @ TYPES B, C BEAM LOCATIONS.
5" BEAM (INTLK50E)
16 GAGE
ASTM A570, Fy=55,000 PSI
MATERIAL
DESCRIPTION
STEEL YIELD
02/09/24
(6)6,2 251$3 /'((15*(7 ,16,(*((55
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1R1R
(([S[S
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
3411 W. Lake Center Drive
Low-Piled Storage Racks Class I-IV Commodities under 12'-0" of Storage.
John Martinez
714 269.8693 02 08 2024
Santa Ana
JM
JM
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
01/18/24
(6)6,2 251$3 /'((15*(7 ,16,(*((55
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1R1R
(([S[S
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
CODE INFORMATION
APPLICABLE CODES:
3.) 2022 CALIFORNIA GREEN BUILDING CODE (C.G.C.)
4.) 2022 CALIFORNIA REFERENCE STANDARDS CODE
5.) 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
6.) CCR TITLE 19 - PUBLIC SAFETY: DIVISION 1 - STATE FIRE MARSHAL
7.) 2022 NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
8.) APPLICABLE ORDINANCES OF THE STATE FIRE MARSHAL
1.)
2.)
THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2021
INTERNATIONAL BUILDING CODE (IBC) AND THE 2022 CALIFORNIA AMENDMENTS.
THE 2022 EDITION OF THE CALIFORNIA FIRE CODE (CFC) ADOPTS THE 2021
INTERNATIONAL FIRE CODE (IFC) AND THE 2022 CALIFORNIA AMENDMENTS.
TYPE OF CONSTRUCTION PER C.B.C.:
OCCUPANCY GROUP PER C.B.C.:
1 OF 2
2 OF 2
SITE PLAN
FLOOR PLAN
NO.SHEET TITLE
ENGINEERING:
BUILDING (OFFICE / MANUFACTURING / WAREHOUSE) B AND S-1
1 OF 1 STORAGE RACK DETAILS
SHEET INDEX
EXISTING BUILDING HEIGHT :
PROJECT INFORMATION
EXISTING USE :
PROPOSED USE :
BUILDINGS ON SITE :
REQUIRED PERMITS :
BUILDING ADDRESS :
WAREHOUSE
3411 W LAKE CENTER DR
SANTA ANA, CA 92704
BUILDING AND SAFTEY AND
FIRE PERVENTION
DETAILED SCOPE OF WORK:
17'-0"
ASSESSOR'S PARCEL NUMBER :
WAREHOUSE
INSTALL LOW PILE STORAGE RACKS IN WAREHOUSE AREA.
TYPE III-B
414-251-11
1
1 STORY WAREHOUSENUMBER OF STORIES:
1 STORY OFFICE AREA
OFFICE AREAAREA:
WAREHOUSE AREA
LOW PILE STORAGE AREA
SPRINKLERED.:YES
PROPERTY OWNER:CONTRACTOR:
PROJECT DIRECTORY
3420 W MACARTHUR BLVD #H
SANTA ANA, CA 92704
ADAMS PROPERTIES
TENANT
3411 W LAKE CENTER DR
SANTA ANA, CA 92704
WAVEFORM
ENGINEER:
12640 ALLARD ST
SANTA FE SPRINGS, CA 90670
TELEPHONE: (562) 407-5438
CONTACT: ZSIGMOND BALLA
LICENSE #: 1063193 C61/D24
GLOBAL TRADE MARKETING INC
1815 WRIGHT AVE.
LA VERNE, CA 91750
TELEPHONE: (909) 596-1351
LICENSE #: 26608 CIVIL
STRUCTURAL ENGINEERING & DESIGN INC.
FIRE DEPARTMENT NOTES:
C.)
A.)
B.)
FIRE DEPARTMENT INSPECTION REQUIRED. SCHEDULE 2 DAYS IN ADVANCE,
@ (714) 573-6150
A CFC PERMIT IS REQUIRED FOR HPS AND WILL BE ISSUED BY AN OCFA INSPECTOR
LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE
WITH CFC 906.2 AND CHAPTER 3, TITLE 19 CCR AND PLACEMENT IS SUBJECT TO
THE APPROVAL OF THE FIRE INSPECTOR
D.) STORAGE, DISPENSING OR USE OF ANY FLAMMABLE/COMBUSTIBLE MATERIALS
AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CFC REGULATIONS
E.) EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT
F.) MODIFICATION TO FIRE SPRINKLER AND ALARM SYSTEMS SHALL COMPLY WITH
2022 NFPA 13 AND 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED
G.) FIRE SPRINKLER SYSTEMS AND ALL CONTROL VALVES SHALL BE MONITORED BY A
U.L. LISTED CENTRAL ALARM STATION OR BE SUPERVISED PER 2022 CFC CHAPTER
9. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE
MONITORING SYSTEM.
H.) FIRE APPARATUS ACCESS ROADS SHALL BE UNOBSTRUCTED. ACCESS GATES
SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH
CFC 504 AND OCFA GUIDELINES
2,437 SQ. FT.
6,036 SQ. FT.
3,810 SQ. FT.
ACCESS DOOR
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VICINITY MAP
FH
FSR
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GRAPHIC SCALE
PROPERTY LINE
02/09/24
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BLDG # 103118513
APPROVALS
BLDG - WLee
PLNG - CSantana
HOLD- 3411 W Lake
Center Dr12/10/2024
144"
TOP OF
UPRIGHT
65"
65"
144"
SELECTIVE RACKING TYPE A
12
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21
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15
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39'-10"40'-2"
ACCESS DOOR
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ROLL UP DOORROLL UP DOOR
6'-5"
10'
10'-6"
10'-6"
13'-6"
8"
1'
3'-4"
3'-4"
25'-9"
42"
NO STORAGE
BRACE BEAM ONLY
LOW-PILE
STORAGE AREA
00 8' 16'
GRAPHIC SCALE
144"
TOP OF
UPRIGHT
72"
41"
144"
SELECTIVE RACKING TYPE B
12
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-
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NO STORAGE
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14"
31"
144"
TOP OF
UPRIGHT
85"
59"
144"
SELECTIVE RACKING TYPE C
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1R1R
(([S[S
HOLD- 3411 W Lake
Center Dr12/10/2024
1 1/2"
1 1/2"
42"
SIDE VIEW
144"
52"
26"
52"
6
2
144"
FRONT VIEW
TYPE C SELECTIVE RACK
144"
1B
5 3
1
85"
42"
SIDE VIEW
144"
52"
26"
52"
42"
6
2
7
144"
FRONT VIEW
TYPE B SELECTIVE RACK
144"
1B
5 3
1
72"
144"
FRONT VIEW
TYPE A SELECTIVE RACK
144"
1B
4 3
1
65"
65"
14"
41"
31"
59"
12"
O.A.L.
BASE PLATE F.F.
1/2"
3-1/4"
MIN. EMBED.
4 1/8"
1 1/16"
2"
1 1/8"1 1/2"12"1 1/2"
3 3/4"
3/16"
1 1/16"
1 5/8"
1"
5.12"
1 3/4"
3/4"
2 1/2"
5"
8"
3/8"
3"
3"
3/4"
5 1/2"4"
3"
3/4"
1 1/2"
1 5/8"
1"
5"
1 3/4"
STEEL YIELD
DESCRIPTION
MATERIAL
BRACING: HORIZ. & DIAG.
ASTM A570, Fy=55,000 PSI
14 GAGE THK.NOTES:
USE @ ALL INTLK BRACE LOCATIONS TYP.
NOT A DEPICTION OF THIS PROJECT
GENERAL RACK CONFIGURATION
HORIZ.
BRACE
CONNECTOR
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR
MATERIAL 1/2"Ø X 3-1/4" MIN. EMBED.
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
DIAG.
BRACE
ESR#4266
NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
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 = 1.310, S1 =0.471, FA = 1.200 FV = 1.825
IP = 1.0 (NO PUBLIC ACCESS), SDS = 1.048, SD1 =0.573, OCC UPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
TYPE A=2800 LBS PER LEVELS 1-2, NO LOAD @ TOP LEVEL.
TYPE B=2800 LBS PER LEVELS 1-2, NO LOAD @ TOP LEVEL.
TYPE C=3600 LBS PER LEVEL 1, NO LOAD @ TOP LEVEL.
4. ANCHORS : HILTI KIWKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
1/2" Ø X 3-1/4" 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, 6" 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 2.88") OF TOP SHELF LEVEL
HEIGHT @ BRACED DIRECTION AND 5% (OR 7.2") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
18
1
5
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DESCRIPTION STORAGE RACK ELEVATIONS
DESCRIPTION
STEEL YIELD
MATERIAL
STD ROW SPACER
ASTM A570, Fy = 55,000 PSI
14 GAGE NOTES:
ATTACH WITH (4) 3/8"Ø GR. 5 BOLTS, (2) @
EACH END
NOTES:
USES (2) ROW SPACERS FOR DOUBLE ROW UNITS
NOTES:
USE @ TYPE A BEAM LOCATIONS.
4" BEAM (INTLK40E)
16 GAGE
ASTM A570, Fy=55,000 PSI
MATERIAL
DESCRIPTION
STEEL YIELD
ASTM A36, Fy=36,000 PSI
3/8" THICK PLATE
BASE PLATE: 8" x 5"
MATERIAL
STEEL YIELD
DESCRIPTION
COLUMN: INTERLAKE
ASTM A570, Fy=55,000 PSI
DESCRIPTION
STEEL YIELD
MATERIAL
NOTES:
USE @ ALL INTERLAKE
COLUMN/BASE LOCATIONS TYP.
COLUMN: INTLK LU70
14 GAGE THK.
ASTM A570, Fy=55,000 PSI
7 GAGE NOTES:
USE @ ALL BEAM TO COLUMN CONNECTION
LOCATIONS TYP.
2-PIN CONNECTOR DESCRIPTION
STEEL YIELD
MATERIAL
5/16"Ø SAFETY PIN
7/16"Ø GR. 5 RIVET
NOTES:
USE @ TYPES B, C BEAM LOCATIONS.
5" BEAM (INTLK50E)
16 GAGE
ASTM A570, Fy=55,000 PSI
MATERIAL
DESCRIPTION
STEEL YIELD
02/09/24
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HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
3411 W. Lake Center Drive
Low-Piled Storage Racks Class I-IV Commodities under 12'-0" of Storage.
John Martinez
714 269.8693 02 08 2024
Santa Ana
JM
JM
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
01/18/24
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HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024
HOLD- 3411 W Lake
Center Dr12/10/2024