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0.94"
<br />1.57"
<br />0.32"SEE ATTACHED OCMH INC DWG.
<br />FOR STORAGE RACK ELEVATIONS
<br />1/2"
<br />O.A.L.
<br />F.F.
<br />3 1/4"
<br />MIN. EMBED.
<br />12"
<br />3/8"
<br />1/2"
<br />1 1/2"
<br />1/2"
<br />2"
<br />3/8"
<br />Ø3/8"2 11/16"
<br />3/8"
<br />3/8"
<br />6"
<br />3"
<br />2"
<br />2"
<br />1"
<br />1 3/8"
<br />2-1/2"
<br />1"
<br />8"
<br />5"
<br />9/16" DIIA
<br />8"
<br />8"
<br />1"
<br />1"
<br />Ø9/16"
<br />5/16"
<br />3"
<br />3"
<br />2"
<br />3 1/2"
<br />1 5/8"
<br />7/8"1 5/8"
<br />5/16"
<br />3"
<br />3"
<br />2"
<br />ATTACHMENT:
<br />ATTACH W/ (2) 5/16"Ø X 3/4" GR. 5 BOLTS PER BRACE, (1) @ EA. END
<br />MATERIAL
<br />DESCRIPTION
<br />STEEL YIELD ASTM A570, Fy=50,000 PSI
<br />BRACING: HORIZ. & DIAG.
<br />15 GAGE STEEL NOTES:
<br />USE @ ALL BRACE LOCATIONS TYP.
<br />DIAG.
<br />BRACE
<br />HORIZ.
<br />BRACE
<br />NOT A DEPICTION OF THIS PROJECT
<br />BASE
<br />PLATE &
<br />ANCHOR
<br />COLUMN
<br />ROW
<br />SPACER BEAM
<br />CONNECTOR
<br />DESCRIPTION STORAGE RACK ELEVATIONS
<br />NOTES:
<br />CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
<br />ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br />4266
<br />1/2"Ø X 3-1/4" MIN. EMBED.
<br />HILTI KWIKBOLT TZ2 ANCHOR
<br />ESR#
<br />DESCRIPTION NOTES:
<br />SEE NOTE #4 ABOVE FOR ANCHOR
<br />SPECS.
<br />SIZE
<br />NOTES:
<br />ATTACH WITH (4) 5/16"Ø GR. 5 BOLTS,
<br />(2) @ EACH END
<br />14 GAGE
<br />ROW SPACER
<br />MATERIAL
<br />STEEL YIELD
<br />DESCRIPTION
<br />ASTM A570, Fy=50,000 PSI
<br />0.350" Ø PINS
<br />SAFETY CLIP
<br />ASTM A570, Fy=50,000 PSI
<br />NOTES:
<br />USE @ ALL LUOSHAN BEAM TO COLUMN
<br />CONNECTION LOCATIONS TYP.
<br />7 GAGE
<br />3-PIN CONNECTOR
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />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=1.273, S1=0.456, FA=1.200, FV=1.850,
<br />IP=1.0 (NO PUBLIC ACCESS), SDS=1.018, SD1=0.562, OCC UPANCY CATAG. II
<br />SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
<br />3.STORAGE CAPACITY:
<br />TYPES A, B=2500 LBS PER LEVEL TYP.
<br />4. ANCHORS : HILTI KWIKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
<br />1/2"Ø X 3-1/4" MIN. EMBEDT.
<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, 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. 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
<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 />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
<br />EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR
<br />REPLACED.
<br />18.FOR 96" H FRAME:
<br />MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 1.92") OF TOP SHELF LEVEL HEIGHT @
<br />BRACED DIRECTION AND 5% (OR 4.8") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br />FOR 192" H FRAME:
<br />MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 3.84") OF TOP SHELF LEVEL HEIGHT @
<br />BRACED DIRECTION AND 5% (OR 9.6") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br />18
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<br />GENERAL RACK CONFIGURATION
<br />NOTES:
<br />USE (2) ROW SPACERS @ ALL DOUBLE ROW UNITS.
<br />ASTM A570, Fy=50,000 PSI
<br />14 GAGE THK STEEL
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />NOTES:
<br />USE @ TYPE A LUOSHAN
<br />COLUMN/BASE LOCATIONS.
<br />ASTM A36, Fy=36,000 PSI STEEL YIELD
<br />3/8" THICK PLATE.
<br />BASE PLATE: 8" x 5"
<br />MATERIAL
<br />DESCRIPTION COLUMN: O3314
<br />1
<br />6
<br />3 5
<br />7
<br />ASTM A570, Fy=50,000 PSI
<br />14 GAGE THK STEEL
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />NOTES:
<br />USE @ TYPE B LUOSHAN
<br />COLUMN/BASE LOCATIONS.
<br />ASTM A36, Fy=36,000 PSI STEEL YIELD
<br />3/8" THICK PLATE.
<br />BASE PLATE: 8" x 8"
<br />MATERIAL
<br />DESCRIPTION
<br />COLUMN
<br />COLUMN: O3314
<br />22B
<br />NOTES:
<br />USE @ ALL BEAM LOCATIONS TYP.ASTM A570, Fy=50,000 PSI
<br />DESCRIPTION
<br />MATERIAL
<br />STEEL YIELD
<br />16 GAGE
<br />4
<br />3-1/2" BEAM (SB356)
<br />COLUMN
<br />1B
<br />(6)6,2 251$3 /'((15*(7 ,16,(*((55
<br />$&/),)2 2(571$,7 $6 9 ,,/&
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<br />1R1R
<br />(([S[S
<br />10/3/24
<br />FELID WELDING:
<br /> ALL FIELD WELDING
<br /> REACQUIRES DEPUTY INSPECTION
<br /> NO FELID WELDING FOR THIS PROJECT
<br />2625 S Hickory St
<br />4/14/2025
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