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Date:
<br />Drawn by:
<br />Scale:
<br />603 W. Dyer Rd,
<br />REVISION DATEClient
<br />Project #
<br />Sheet Index Name:
<br />P7E
<br />Approved
<br />Revise and Resubmit
<br />Santa Ana, CA 92707
<br />A 01/14/26 JR Adjust rack in front of roll up door near start point.
<br />A 01/16/26 JR Adjust per corrections.
<br />B 01/20/26 JR Hide column on grid line 8 in flue space and adjust aisle below
<br />accordingly.
<br />C 02/02/26 JR Add 2025 Building Code and reference page for Epiq
<br />Engineering.
<br />D 02/10/26 JR Adjust fencing length and door placements.
<br />E 03/12/26 JR Adjust per corrections.
<br />Project Manager:Mike Evans
<br />March 12, 2026BYDESCRIPTION OF REVISION
<br />Approval
<br />Project Name:
<br />Please sign layout:
<br />Signature:
<br />___________________________________
<br />Date:
<br />Approved With Comments
<br />Sheet Name:
<br />18200 Von Karman Ave, Suite 150, Irvine, CA 92612
<br />Phone: (949) 254-1717 ● www.sourceracks.com
<br />©2025 All rights reserved. No part of this drawing shall be reproduced or modified in any form or by any means (graphic, electronic or mechanical), including photocopying, without written permission from an authorized representative from Source Racks.
<br />N.T.S.
<br />Justin ReyesProject
<br />Notes
<br />A5.0
<br />4"
<br />c.c.
<br />1 1/2"
<br />1 1/2"
<br />1/4"
<br />HORIZ.
<br />BRACE
<br />DIAG.
<br />BRACE
<br />CONNECTOR
<br />BASE
<br />PLATE &
<br />ANCHOR
<br />COLUMN
<br />ROW
<br />SPACER BEAM
<br />3" OR 3 3/4"
<br />1 3/4"
<br />1 5/8"
<br />1"
<br />12"
<br />3/8"Ø X 7/8" SLOT
<br />4 PLCS
<br />3/4"1 1/2"
<br />3/4"
<br />11/16"
<br />3/4"
<br />3-5/8"
<br />3-3/4"
<br />MIN. EMBED.
<br />1/2"
<br />BASE PLATE F.F.
<br />O.A.L.
<br />1"
<br />1"
<br />8"
<br />8"
<br />3/8"
<br />5/8"Ø
<br />3"
<br />3"
<br />3/4"
<br />1 11/16"
<br />6"
<br />1"
<br />3 3/16"
<br />2"
<br />2"
<br />7/16Ø GR.
<br />55 RIVET
<br />5/16Ø
<br />SAFETY PIN
<br />SEE ATTACHED SOURCE RACKS DWG.
<br />FOR STORAGE RACK ELEVATIONS.
<br />DESCRIPTION
<br />STEEL YIELD
<br />MATERIAL
<br />NOTES:
<br />USE @ ALL HANNIBAL BRACE
<br />ASTM A570, Fy=55,000 PSI LOCATIONS TYP .
<br />16 GAGE STEEL
<br />BRACING: HORIZ. & DIAG.NOT A DEPICTION OF THIS PROJECT
<br />GENERAL RACK INFORMATION
<br />NOTES:
<br />USE @ ALL BEAM LOCATIONS.
<br />16 GAGE
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=55,000 PSI
<br />BEAMS (HMH#24160 OR 36160)
<br />MATERIAL
<br />STEEL YIELD
<br />DESCRIPTION STD ROW SPACER
<br />ASTM A570, Fy =55,000 PSI
<br />16 GAGE
<br />NOTES:
<br />ATTACH WITH (4) 3/8"Ø GR. 5 BOLTS,
<br />(2) @ EACH END
<br />SIZE 1/2"Ø x 3-3/4" MIN. EMBED.
<br />Powers SD2 ANCHOR NOTES:
<br />SEE NOTE #4 ABOVE FOR ANCHOR
<br />SPECS.
<br />DESCRIPTION
<br />ESR #2502 DESCRIPTION STORAGE RACK ELEVATIONS
<br />GENERAL PROJECT NOTES
<br />1. DESIGNED PER REQUIREMENTS OF THE 2025 CBC, ASCE 7-22 & 2012 RMI RACK DESIGN MANUAL
<br />2. SEISMIC CRITERIA Ss=1.466, S1=0.509
<br /> Ip = 1.0 (NO PUBLIC ACCESS), Sds= 1.151, Sd1=0.789, OCCUPANCY CATAG. II
<br />SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D,
<br />3. STORAGE CAPACITY:
<br />TYPE A (Single Row)= 1260 LBS PER LEVEL TYP.
<br />TYPE A1= 440 LBS PER LEVEL TYP.
<br />TYPE T= 1500 LBS PER LEVEL TYP.
<br />TYPE T1= 1000 LBS PER LEVEL TYP.
<br />4. ANCHORS : POWERS SD2 ESR#2502
<br />AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL.
<br />1/2" Ø x 3-3/4" MIN. EMBEDT.
<br />(4) ANCHOR PER BASE PLATE @ ALL TYPES U.O.N. , 40 FT-LBS TORQUE.
<br />5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
<br />PER ICC ESR# 2502.
<br />6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6" x 2500 PSI
<br />7. SOIL BEARING PRESSURE 750 PSF.
<br />8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
<br />ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
<br />INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
<br />9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
<br />10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX
<br />ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD
<br />WELDING.
<br />11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING
<br />SPRINKLER DEFLECTOR.
<br />12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
<br />PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
<br />RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY
<br />SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
<br />13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY
<br />SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. THIS INCLUDES SUCH OCCURRENCES
<br />SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED
<br />LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE
<br />PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE
<br />PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY AND
<br />PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
<br />14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR
<br />REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
<br />15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER
<br />OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:
<br />a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
<br />b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
<br />REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
<br />c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.
<br />d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED
<br />AND STABLE POSITION.
<br />e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
<br />f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK
<br />SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
<br />g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE
<br />STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY
<br />ARE IN USE.
<br />NOTES:
<br />USE (3) ROW SPACERS PER FRAME ATTACHMENT.
<br />NOTES:
<br />CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
<br />ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br />2
<br />5 6
<br />1
<br />COLUMN
<br />NOTES:
<br />USE @ ALL HANNIBAL
<br />COLUMN/BASE LOCATIONS TYP.
<br />STEEL YIELD
<br />DESCRIPTION
<br />MATERIAL
<br />BASE PLATE: 8" x 8"
<br />3/8" THICK PLATE
<br />STEEL YIELD ASTM A36, Fy=36,000 PSI
<br />DESCRIPTION
<br />MATERIAL
<br />ASTM A570, Fy=55,000 PSI
<br />14 GAGE THK.
<br />COLUMN: HMH IF 3014
<br />1B
<br />16 GAGE
<br />3-PIN CONNECTOR
<br />STEEL YIELD ASTM A570, Fy=55,000 PSI
<br />MATERIAL
<br />DESCRIPTION NOTES:
<br />USE @ ALL BEAM TO COLUMN CONNECTION
<br />LOCATIONS TYP.
<br />3 4
<br />TYPE A (Double Row)= 1500 LBS PER LEVEL TYP.
<br />3/16"TYP.3/16"1-1/2"TYP.
<br />1/8"
<br />TYP.
<br />TYP.
<br />1/8"16.STORAGE RACKS TO BE INSTALLED PLUMB. THE MAXIMUM TOLERANCE FROM THE VERTICAL IS 0.5 INCHES IN 10 FEET
<br />OF RACK HEIGHT. (RMI 1.411.1)
<br />17.THE DESIGN, TESTING, AND UTILIZATION OF STORAGE RACKS SHALL CONFORM TO RACK MANUFACTURERS
<br />INSTITUTE (RMI) SPECIFICATIONS.
<br />6"
<br />EXP. 6/30/2026
<br />03/25/2026
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