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12"
<br />3/8"
<br />1/2"
<br />1 1/2"
<br />1/2"
<br />2"
<br />3/8"
<br />2 11/16"
<br />3/8"
<br />3/8"
<br />169"
<br />FRONT VIEW
<br />96"
<br />TYPE 1 SELECTIVE RACK
<br />9"
<br />1
<br />5 3
<br />1B
<br />57"
<br />48"
<br />55"
<br />1 1 1 1
<br />169"
<br />FRONT VIEW
<br />96"
<br />TYPE 2 SELECTIVE RACK
<br />66"
<br />1
<br />5 3
<br />1B
<br />48"
<br />55"
<br />169"
<br />SIDE VIEW
<br />42"
<br />34"
<br />24"
<br />24"
<br />24"
<br />24"
<br />24"
<br />12"
<br />42"
<br />216"
<br />FRONT VIEW
<br />96"
<br />TYPE 3 SELECTIVE RACK
<br />94"
<br />1
<br />6 3
<br />1B
<br />54"
<br />48"
<br />216"
<br />FRONT VIEW
<br />96"
<br />TYPE 4 SELECTIVE RACK
<br />8"
<br />6 3
<br />1B
<br />16"
<br />20"
<br />216"
<br />FRONT VIEW
<br />96"
<br />TYPE 5 SELECTIVE RACK
<br />8"
<br />6 3
<br />1B
<br />56"
<br />56"
<br />216"
<br />FRONT VIEW
<br />144"
<br />TYPE 6 SELECTIVE RACK
<br />108"
<br />6 3
<br />1B
<br />60"
<br />56"
<br />20"
<br />20"
<br />20"
<br />46"
<br />216"
<br />SIDE VIEW
<br />42"
<br />24"
<br />30"
<br />30"
<br />30"
<br />30"
<br />24"
<br />12"
<br />42"
<br />24"
<br />7
<br />2
<br />8
<br />7
<br />2
<br />8
<br />3
<br />4
<br />3 3
<br />4
<br />1/2"
<br />O.A.L.
<br />F.F.
<br />2-1/2"
<br />MIN. EMBED.
<br />2-1/2"
<br />5/8"
<br />7"
<br />5"
<br />
<br />3-15/64"
<br />2-23/32"
<br />1 3/8"
<br />1"
<br />2"
<br />2"
<br />3"
<br />8"
<br />2"
<br />1 1/2"
<br />1 5/8"
<br />4"
<br />1"
<br />1.38"
<br />1.97"
<br />6"
<br />3"
<br />2"
<br />2"
<br />1"
<br />1 3/8"
<br />1 1/2"
<br />1 5/8"
<br />3 1/8"
<br />1"
<br />DESCRIPTION
<br />STEEL YIELD
<br />MATERIAL
<br />STD ROW SPACER
<br />14 GAGE
<br />NOTES:
<br />$77$&+:,7+ *5%2/76
<br />(2) @ EACH END DESCRIPTION STORAGE RACK ELEVATIONS
<br />NOTES:
<br />CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
<br />ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br />;0,1(0%('
<br />HILTI KWIKBOLT TZ2 ANCHORDESCRIPTION NOTES:
<br />SEE NOTE #4 ABOVE FOR ANCHOR
<br />SPECS.
<br />SIZE
<br />ASTM A570, Fy=55,000 PSI
<br />12 GAGE THK STEEL
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />NOTES:
<br />USE @ ALL MECALUX
<br />COLUMN/BASE LOCATION TYP.
<br />ASTM A36, Fy=36,000 PSI STEEL YIELD
<br />3/8" THICK PLATE
<br />BASE PLATE: 7" X 5"
<br />MATERIAL
<br />DESCRIPTION
<br />COLUMN
<br />COLUMN: MCLX U82
<br />56
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<br />7
<br />%
<br />6
<br />7
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<br />5
<br />+
<br />)
<br />0
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<br />0
<br />%
<br />
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<br />)
<br />+
<br />0
<br />'
<br />'
<br />4
<br />+
<br />0
<br />)
<br />
<br />
<br />
<br />25-0421-7
<br />SED 1 OF 1
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<br />2
<br />8
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<br />2
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<br />2
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<br />ESR#4266
<br />ASTM A570, Fy=55,000 PSI
<br />1 GENERAL PROJECT NOTES
<br />1. DESIGNED PER REQUIREMENTS OF THE 2022 CBC, ASCE 7-16, SECTION 15.5.3, & 2012 RMI RACK DESIGN MANUAL
<br />2. SEISMIC CRITERIA SS=1.268, S1=0.454, FA=1.200, FV=1.846
<br /> IP=1.0 (NO PUBLIC ACCESS), SDS=1.014, SD1=0.559, OCC UPANCY CATAG. II
<br /> SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
<br />3. STORAGE CAPACITY:
<br /> TYPE 1=2200 LBS PER LEVEL TYP.
<br /> TYPE 2=3000 LBS PER LEVEL TYP.
<br /> TYPE 3=1800 LBS PER LEVEL TYP.
<br /> TYPE 4=700 LBS PER LEVEL TYP.
<br /> TYPE 5=1300 LBS PER LEVEL TYP.
<br /> TYPE 6=1000 LBS PER LEVEL TYP.
<br />4. ANCHORS: HILTI KWIKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
<br />;0,1(0%('7
<br /> 50 FT-LBS TORQUE (HILTI KWIKBOLT TZ2)
<br /> 40 FT-LBS TORQUE (POWERS SD2)
<br /> (2) ANCHORS PER BASE PLATE.
<br />5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
<br /> PER ICC ESR#4266.
<br />6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 5" X 2500 PSI
<br />7. SOIL BEARING PRESSURE 500 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. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED
<br /> DEPUTY INSPECTOR. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDS EXCEPT FOR WELDING DONE
<br /> IN AN APPROVED FABRICATOR'S SHOP.
<br />11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE
<br /> CEILING 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
<br /> NOTIFY 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 SED,
<br /> 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
<br /> DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER
<br /> OF THE 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
<br /> AND 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 OPERATIONAL,
<br /> 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 AND
<br /> 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.
<br /> G. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE STORAGE
<br /> RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY ARE IN USE.
<br /> H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN
<br /> CONFIGURATION.
<br />16. MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS, CONTROL/EXPANSION
<br /> JOINTS OR SLAB CRACKS=3.5".
<br />17. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF-STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR
<br /> EXAMPLE 1/2" PER 10 FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF-STRAIGHT RATIO EXCEEDS
<br /> THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR REPLACED.
<br />18. FOR 169" H FRAMES:
<br /> MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 3.38") OF TOP SHELF LEVEL HEIGHT @
<br /> BRACED DIRECTION AND 5% (OR 8.45") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br /> FOR 216" H FRAMES:
<br /> MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 4.32") OF TOP SHELF LEVEL HEIGHT @
<br /> BRACED DIRECTION AND 5% (OR 10.8") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br />NOTES:
<br />USES (2) ROW SPACERS FOR DOUBLE ROW UNITS
<br />4
<br />1B
<br />6
<br />
<br />GR 55 RIVET
<br />6$)(7<&/,3
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ TYPE 1 LVL 1, 2 LVL 1 MECALUX BEAM
<br />TO COLUMN CONNECTION LOCATIONS.
<br />7 GAGE
<br />4-PIN CONNECTOR
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />15 GAGE
<br />4-1/2" BEAM (U1017)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ TYPES 1, 2 BEAM LOCATIONS.
<br />ATTACHMENT:
<br />$77$&+: ;*5%2/763(5%5$&( #($(1'
<br />MATERIAL
<br />DESCRIPTION
<br />STEEL YIELD ASTM A570, Fy=50,000 PSI
<br />BRACING: HORIZ. & DIAG.
<br />16 GAGE STEEL (U515)NOTES:
<br />USE @ ALL MCLX BRACE LOCATIONS TYP.
<br />8
<br />2
<br />7
<br />3
<br />
<br />GR 55 RIVET
<br />6$)(7<&/,3
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ ALL MECALUX BEAM TO COLUMN
<br />CONNECTION LOCATIONS U.O.N.
<br />7 GAGE
<br />3-PIN CONNECTOR
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />15 GAGE
<br />3-1/8" BEAM (U817)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ TYPES 3, 4, 5, 6 BEAM LOCATIONS.
<br />5
<br />1
<br />12/2/25
<br />(6)6,2 251$3 /'((15*(7 ,16,(*((55
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