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1 1/2"
<br />1 1/4"
<br />3/8"
<br />SEE ATTACHED STORAGE SOLUTIONS DWG.
<br />FOR STORAGE RACK ELEVATIONS
<br />O.A.L.
<br />BASE PLATE F.F.
<br />1/2"
<br />3-1/4"
<br />MIN. EMBED.
<br />1"
<br />1"
<br />8"
<br />8"
<br />3/8"3"
<br />3"
<br />3/4"
<br />6"
<br />2"
<br />3 3/8"
<br />1"
<br />2"
<br />7 GA.
<br />1 5/8"
<br />4 1/8"
<br />1 1/16"
<br />2"
<br />1 1/8"1 1/2"12"1 1/2"
<br />3 3/4"
<br />3/16"
<br />1 1/16"
<br />1 3/4"
<br />4"
<br />1"
<br />1 5/8"
<br />1 3/4"
<br />5 1/2"
<br />1"
<br />1 5/8"
<br />STEEL YIELD
<br />DESCRIPTION
<br />MATERIAL
<br />BRACING: HORIZ. & DIAG.
<br />ASTM A570, Fy=50,000 PSI
<br />16 GAGE THK.NOTES:
<br />USE @ ALL INTLK BRACE LOCATIONS TYP.
<br />NOT A DEPICTION OF THIS PROJECT
<br />GENERAL RACK CONFIGURATION
<br />HORIZ.
<br />BRACE
<br />CONNECTOR
<br />BASE
<br />PLATE &
<br />ANCHOR
<br />COLUMN
<br />ROW
<br />SPACER BEAM
<br />DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR
<br />MATERIAL 1/2"Ø X 3-1/4" MIN. EMBED.
<br />NOTES:
<br />CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
<br />ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br />DIAG.
<br />BRACE
<br />ESR#4266
<br />ASTM A36, Fy=36,000 PSI
<br />3/8" THICK PLATE
<br />BASE PLATE: 8" x 8"
<br />MATERIAL
<br />STEEL YIELD
<br />DESCRIPTION
<br />COLUMN: INTERLAKE
<br />ASTM A570, Fy=55,000 PSI
<br />DESCRIPTION
<br />STEEL YIELD
<br />MATERIAL
<br />ASTM A570, Fy=55,000 PSI
<br />7 GAGE NOTES:
<br />USE @ ALL INTERLAKE BEAM TO COLUMN
<br />CONNECTION LOCATIONS TYP.
<br />3-PIN CONNECTOR DESCRIPTION
<br />STEEL YIELD
<br />MATERIAL
<br />NOTES:
<br />USE @ ALL INTERLAKE
<br />COLUMN/BASE LOCATIONS TYP.
<br />COLUMN: INTLK LU77
<br />12 GAGE THK.
<br />NOTES:
<br />SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
<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=1.282, S1=0.459, FA=1.200, FV=1.841,
<br /> IP=1.0 (NO PUBLIC ACCESS), SDS=1.026, SD1=0.563, OCC UPANCY CATAG. II
<br /> SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
<br />3. STORAGE CAPACITY:
<br /> TYPES 1, 1A, 1B, T=1500 LBS PER LEVEL TYP.
<br /> TYPE 2=1500 LBS PER LEVEL 1, 600 LBS LVLS 2-6.
<br /> TYPE 3=1500 LBS PER LEVEL 1, 700 LBS LVL 2, 4-6, 650 LBS LVL 3.
<br /> TYPE 4=1500 LBS PER LEVEL 1, 700 LBS LVLS 2-6.
<br /> TYPES 5, 6=1500 LBS PER LEVEL 1, 800 LBS LVL 2, 700 LBS LVLS 3-5.
<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 3000 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
<br /> DONE 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. MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 5.76") OF TOP SHELF LEVEL HEIGHT @
<br /> BRACED DIRECTION AND 5% (OR 14.4") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br />18
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<br />DESCRIPTION STORAGE RACK ELEVATIONS
<br />DESCRIPTION
<br />STEEL YIELD
<br />MATERIAL
<br />STD ROW SPACER
<br />ASTM A570, Fy = 55,000 PSI
<br />14 GAGE NOTES:
<br />ATTACH WITH (4) 3/8"Ø GR. 5 BOLTS, (2) @
<br />EACH END
<br />NOTES:
<br />USES (3) ROW SPACERS FOR DOUBLE ROW UNITS
<br />5/16"Ø SAFETY PIN
<br />7/16"Ø GR. 5 RIVET
<br />NOTES:
<br />USE @ ALL BEAM LOCATIONS U.O.N.
<br />4" BEAM (INTLK40E)
<br />16 GAGE
<br />ASTM A570, Fy=55,000 PSI
<br />MATERIAL
<br />DESCRIPTION
<br />STEEL YIELD
<br />NOTES:
<br />USE @ TYPES 1A, T BEAM LOCATIONS.
<br />5-1/2" BEAM (INTLK55E)
<br />16 GAGE
<br />ASTM A570, Fy=55,000 PSI
<br />MATERIAL
<br />DESCRIPTION
<br />STEEL YIELD
<br />11/12/24
<br />(6)6,2 251$3 /'((15*(7 ,16,(*((55
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<br />1R1R
<br />(([S[S
<br />500 W Warner Ave
<br />Unit B5/6/2025
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