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652 E Dyer Rd- Racks - Plan
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652 E Dyer Rd- Racks - Plan
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Last modified
6/26/2026 5:00:13 AM
Creation date
6/26/2026 5:00:05 AM
Metadata
Fields
Template:
Plan
Permit Number
101126433
Full Address
652 E Dyer Rd
Street Number
652
Street Direction
E
Street Name
Dyer
Street Suffix
Rd
Text box
ID:
1
Creator:
Import Agent
Created:
6/26/2026 5:00 AM
Modified:
6/25/2026 4:37 PM
Text:
Bldg #101126433 APPROVALS: PLNG - C. Santana BLDG - CSG PUBLIC WORKS - Y. Soto
Stamp
ID:
1
Creator:
Import Agent
Created:
6/26/2026 5:00 AM
Modified:
6/25/2026 4:37 PM
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<br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />-- <br />- <br />- <br />ST <br />O <br />2 <br />5 <br />- <br />0 <br />3 <br />3 <br />1 <br />5 <br />3 <br />ST <br />O <br />2 <br />5 <br />- <br />0 <br />3 <br />3 <br />1 <br />5 <br />3 <br />- <br />I <br />1 <br />0 <br />0 <br />0 <br />- <br />C <br />O <br />V <br />E <br />R <br />WW <br />W <br />. <br />A <br />P <br />E <br />X <br />- <br />C <br />O <br />S <br />. <br />C <br />O <br />M <br />(8 <br />4 <br />4 <br />) <br /> <br />2 <br />0 <br />2 <br />- <br />7 <br />3 <br />9 <br />1 <br />OA <br />K <br /> <br />B <br />R <br />O <br />O <br />K <br />, <br /> <br />I <br />L <br />DE <br />N <br />V <br />E <br />R <br />, <br /> <br />C <br />O <br />CH <br />A <br />R <br />L <br />O <br />T <br />T <br />E <br />, <br /> <br />N <br />C <br />GR <br />E <br />E <br />N <br />V <br />I <br />L <br />L <br />E <br />, <br /> <br />S <br />C <br />SC <br />A <br />L <br />E <br />: <br />*= <br />1 <br />' <br />- <br />0 <br />" <br />SH <br />E <br />E <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />I1 <br />0 <br />0 <br />0 <br />OVERALL PLAN VIEW <br />PROJECT: <br />HOAG MEMORIAL <br />RACK ADDITION <br />MEDLINE <br />652 DYER ROAD <br />SANTA ANA, CA 92705 <br />PROJECT NUMBER:STO25-033153 <br />PROJECT NOTES: <br />1.ALLOWABLE LOAD CAPACITY IS BASED ON BEAM LOCATIONS AND UNIFORM LOADING AS SHOWN IN THE <br />ELEVATIONS. RECONFIGURATION OF REARRANGEMENT OF THE STRUCTURE IS NOT ALLOWED WITHOUT <br />WRITTEN APPROVAL FROM APEX. <br />2.MAXIMUM BEAM DEFLECTION IS BASED ON L/XXX LIMITING RATIO WHERE "L" REPRESENTS THE LENGTH OF THE <br />BEAM IN INCHES AND "XXX" REPRESENTS A STANDARD VALUE OF 240 FOR PUSHBACK AND 180 FOR OTHER <br />RACKING TYPES. <br />3.THE USER IS REQUIRED TO DISPLAY APPROPRIATE SIGNAGE INDICATING MAXIMUM PERMISSIBLE DESIGN LOADS <br />IN A PROMINENT, UNOBSTRUCTED VIEWING POSITION. <br />4.ERECTION OF THE RACK STORAGE SYSTEM SHOULD BE PERFORMED BY A PROFESSIONAL RACKING <br />INSTALLATION COMPANY THAT IS FAMILIAR WITH THE DESIGN AND ASSEMBLY OF THE SHOWN SYSTEM. <br />5.THE END USER SHALL BE RESPONSIBLE FOR ENSURING THAT THE STRUCTURAL DESIGN OF THE CONCRETE <br />SLAB AND SUBGRADE IS ADEQUATE TO SUPPORT THE RACK POST LOADS. LOADS ARE AVAILABLE UPON <br />REQUEST. <br />6.THE COMPONENTS FOR THE PROJECT ARE FULLY FABRICATED WELDED TRUSSES AND BEAMS. <br />7.THE RACK STRUCTURE ISTO BE ADDED TO AN EXISTING BUILDING. IT IS DESIGNED AS A FREE STANDING <br />STRUCTURE AND IS NOT TIED TO THE BUILDING. <br />8.THE USER SHALL ENSURE THAT STORAGE OF PRODUCTS DOES NOT PROHIBIT OR IMPEDE ACCESS TO ANY <br />EXITS OR MAIN AISLES AND THT ALL EGRESS TRAVEL IS MAINTAINED AS PER APPLICABLE FIRE AND BUILDING <br />CODE REQUIREMENTS. <br />9.THE USER SHALL ENSURE THAT ALL FIRE PROTECTION REQUIREMENTS SUCH AS, BUT NOT LIMITED TO, FLUE <br />SPACES, SPRINKLER HEAD CLEARANCES, HOSE CONNECTIONS, AND FIRE EXTINGUISHERS COMPLY WITH <br />APPLICABLE FIRE CODES BASED ON THE STORAGE SYSTEM PROVIDED IN CONJUNCTION WITH THE <br />COMMODITIES BEING STORED. <br />10.OTHER MECHANICAL, ELECTRICAL, PLUMBING, FIRE SUPPRESSION, EGRESS, AND APPLICABLE LIFE AND SAFETY <br />ISSUES TO BE PROVIDED, PERMITTED, AND INSTALLED BY OTHERS IN CONFORMANCE WITH APPLICABLE LOCAL <br />BUILDING CODES. <br />11.STORAGE RACK CAPACITIES ARE BASED ON RACKS BEING IN NEW CONDITION AND FREE OF ANY DAMAGE. <br />DAMAGED STORAGE RACKS MUST BE IMMEDIATELY PUT OUT OF SERVICE AND REPAIRED OR REPLACED. <br />ERECTOR NOTES: <br />1.INSTALLER MAY NOT FIELD WELD OR MODIFY ANY SYSTEM COMPONENT UNLESS SPECIFIED BY INSTALLATION <br />DRAWINGS OR APPROVED BY APEX. <br />2.ALL FRAMES & POSTS ARE TO BE PLUMB. ALL BAYS ARE TO BE SQUARE. <br />3.ALL LOCATION DIMENSIONS ARE TO THE CENTERLINE OF THE BUILDING COLUMNS., OUTSIDE EDGE OF UPRIGHT <br />FRAME AND POSTS AND TO THE TOP OF SUPPORT BEAMS AND CATWALK BEAMS UNLESS OTHERWISE NOTED. <br />4.ALL VERTICAL DIMENSIONS SHOULD BE TAKEN FROM THE TOP OF SLAB. BOTTOM OF BASEPLATE IF SHIMMED. <br />5.INSTALLER TO VERIFY AND CONFIRM THE SCOPE OF WORK, LOCATION OF INSTALL, AND VERIFY ALL LOCATION <br />DIMENSIONS PRIOR TO START OF ANY WORK. <br />6.INSTALLER IS TO SET UP ONE BAY FOR APPROVAL & SIGN OFF BY APEX AND/OR CLIENT REPRESENTATIVE PRIOR <br />TO COMPLETION OF INSTALLATION. APPROVAL & SIGN OFF INCLUDES RACK POSITION AND BACK <br />CONFIGURATION AND IS NECESSARY TO PREVENT COSTLY SYSTEM RECONFIGURATION. <br />7.ALL VERTICAL DIMENSIONS ARE TO THE BOTTOM OF THE BASE PLATE. <br />8.THE STARTER BAY OF EACH ROW MUST BE ANCHORED TO THE FLOOR TO ENSURE PROPER PLACEMENT OF THE <br />RACK TO THE FLOOR. THE STARTER BAY IS TO TO BE SQUARE AND PLUMB BEFORE CONTINUING ANCHORAGE <br />OF THE REMAINING BAYS. SHIMS ARE TO BE USED TO ENSURE PLUMB INSTALLATION. <br />9.ANCHORS MUSY NOT BE INSTALLED CLOSER THAN THE RECOMMENDED MINIMUM EDGE DISTANCE TO A FREE <br />OR CUT EDGE OR POUR STOP. <br />10.ANCHORS MUST BE INSTALLED WITHIN 5 DEGREES OF VERTICAL AND IN ACCORDANCE TO THE <br />MANUFACTURERS WRITTEN INSTALLATION PROCEDURES. PROCEDURES ARE AVAILABLE UPON REQUEST. <br />11.AS A GUIDE FOR BEAM TO COLUMN INSTALLATION, TIGHTEN FROM BOLT HEAD SIDE TO A TORQUE RANGE OF 45 <br />TO 80 FT-LBS. <br />12.ALL BOLTS MUST BE SECURELY FASTENED WITH THE NUT PROPERLY ENGAGED. PROPER ENGAGEMENT WILL <br />RESULT IN ONE FULL THREAD EXTENDING BEYOND THE NUT EDGE. <br />13.ATTACHMENT OF A NOTCHED BEAM WILL RESULT IN THE BOLT HEAD NOT BEING FLUSH WITH THE BEAM. THE <br />HEAD OF THE BOLT WHEN PROPERLY TIGHTENED WILL REMAIN ON A SLIGHT ANGLE. SEE PROVIDED DETAIL AND <br />USE TORQUE SPECIFICATIONS FOR PROPER TIGHTENING. <br />DESIGN CRITERIA <br />LOADING:SEE ELEVATION VIEWS <br />SPECIFICATIONS: <br />2024 INTERNATIONAL BUILDING CODE (2025 CALIFORNIA BUILDING CODE) <br />2012 ANSI/RMI MH16.1 SPECIFICATION FOR INDUSTRIAL STEEL STORAGE RACKS <br />2016 AISC LRFD DESIGN SPECIFICATIONS <br />RACK TYPE:ROLL FORMED SELECTIVE RACK <br />MATERIAL SPECIFICATIONS: <br />FLOOR SLAB:3,000 PSI MIN; 6" MIN SLAB THICKNESS <br />SEISMIC PARAMETERS: <br />LATITUDE = 33.707; LONGITUDE = -117.857 <br />S1 = 0.4551 <br />SS = 1.2701 <br />SDS = 0.5598 <br />SD1 = 1.0161 <br />IMPORTANCE FACTOR (Ip):1.0 <br />PUBLIC ACCESS:NOT ALLOWED <br />DRAWING INDEX <br />SHEET NUMBER REVISION DATE SIZE DRAWING TITLE <br />I1000 D 1/30/2026 D COVER SHEET <br />S1000 C 1/30/2026 D OVERALL PLAN <br />S2000 D 1/30/2026 D OPTION 1 PLAN <br />S3000 D 1/30/2026 D ELEVATION <br />42"D x 192"H Upright w/ 5" x 8" base plates 36 <br />18" row spacers 54 <br />Row Spacer Hardware 54 <br />144" Long x 5" Tall (44D) Beams w/ 3 pin end plate - Orange 120 <br />42"L Crossbars - Double Flanged or Hat Style 360 <br />48" Long - End of Row Protector (Left)6 <br />48" Long - End of Row Protector (Right)6 <br />BUILDING INFORMATION <br />CONSTRUCTION TYPE: TYPE III-B, CONCRETE TILT-UP <br />OCCUPANCY: WAREHOUSE: S-1 <br /> OFFICE: B <br /> BUILDING HEIGHT: 35' <br />SCOPE OF WORK: <br />WE WILL BE INSTALLING 30 BAYS OF SELECTIVE RACK, ALONG WITH END OF ROW PROTECTORS AT THE END OF ROWS. <br />THE FRAMES ARE 16' TALL, WITH 2 BEAM LEVELS AT 7' AND 14' FROM THE GROUND IN EACH BAY. EACH BEAM LEVEL <br />WILL RECEIVE 6 CROSSBARS TO SUPPORT PALLETS. ALL ROW SPACERS ARE 18" LONG AND THERE ARE 3 ROW <br />SPACERS PER LOCATION. EACH BASE PLATE WILL RECEIVE 2 SD2 ANCHORS WITH A MINIMUM EMBEDMENT OF 3-3/4" <br />EXP. 6/30/2026 <br />01/30/2026
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