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0.95"
<br />1.57"
<br />0.39"
<br />1 5/8"
<br />7 GA.
<br />2"
<br />1"
<br />3 3/8"
<br />2"
<br />6"
<br />1/2"
<br />3-1/4"
<br />MIN. EMBED.
<br />F.F.
<br />O.A.L.
<br />BASE PLATE
<br />3 3/8"
<br />3/4"
<br />1 1/2"1"
<br />5/8"Ø X 7/8" SLOT
<br />4 PLCS
<br />3"
<br />1 63/64"SEE ATTACHED CATALINA MATERIAL HANDLING DWG.
<br />FOR STORAGE RACK ELEVATIONS
<br />1"
<br />1"
<br />5"
<br />3/8"
<br />5/8"Ø
<br />7"
<br />3"
<br />3"
<br />2"
<br />4"
<br />1 5/8"
<br />1 1/2"1"1"
<br />5"
<br />1 5/8"
<br />1 1/2"
<br />3/4"1 3/4"
<br />1 5/8"
<br />3 11/16"
<br />1"
<br />1"
<br />5"
<br />3/8"
<br />5/8"Ø
<br />7"
<br />3"
<br />1 5/8"
<br />2"
<br />1"
<br />1 5/8"
<br />1 1/2"
<br />6"
<br />5 1/2"4"
<br />3"
<br />3/4"
<br />1 1/2"
<br />ATTACHMENT:
<br />ATTACH W/ (2) 5/16"Ø GRADE 5 BOLTS PER BRACE, (1) @ EA. END
<br />DESCRIPTION
<br />MATERIAL
<br />STEEL YIELD
<br />3-PIN CONNECTOR
<br />7 GAGE
<br />MATERIAL
<br />DESCRIPTION
<br />STEEL YIELD
<br />BRACING: HORIZ. & DIAG.
<br />16 GAGE STEEL
<br />NOTES:
<br />USE @ TYPES E, D BEAM TO COLUMN
<br />CONNECTION LOCATIONS.
<br />NOTES:
<br />USE @ ALL ZIGLIFT BRACE LOCATIONS TYP.
<br />COLUMN: ZIGLIFT 3315B
<br />ASTM A570, Fy = 50,000 PSI
<br />DESCRIPTION
<br />STEEL YIELD
<br />MATERIAL
<br /> ROW SPACER
<br />14 GAGE
<br />5/16"Ø SAFETY CLIP
<br />4266
<br />1/2"Ø x 3-1/4" MIN. EMBED.
<br />HILTI KWIKBOLT TZ2 ANCHOR
<br />SIZE
<br />ICC/ESR#
<br />DESCRIPTION
<br />NOTES:
<br />SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
<br />7/16" Ø
<br />GR 55 RIVET
<br />NOTES:
<br />ATTACH WITH (4) 5/16"Ø GR. 5 BOLTS,
<br />(2) @ EACH END
<br /> COLUMN
<br />DESCRIPTION
<br />MATERIAL
<br />BASE PLATE: 7" x 5"
<br />3/8" THICK PLATE
<br />STEEL YIELDASTM A36, Fy=36,000 PSI
<br />NOTES:
<br />USE 3314B COL @ TYPE A, D
<br />USE 3315B COL @ TYPE B
<br />ZIGLIFT COLUMN/BASE LOCATIONS.
<br />DESCRIPTION
<br />MATERIAL
<br />STEEL YIELD
<br />15 GAGE STEEL
<br />16 GAGE
<br />4" BEAM (SB406)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=50,000 PSI
<br />DESCRIPTION STORAGE RACK ELEVATION
<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=1.311, S1=0.471, FA=1.200, FV=1.829,
<br /> IP=1.0 (NO PUBLIC ACCESS), SDS=1.049, SD1=0.574, OCCUPANCY CATAG. II
<br /> SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
<br />3. STORAGE CAPACITY:
<br /> TYPE A=1600 LBS PER LEVELS 1-2, 1200 LBS LVL 3.
<br /> TYPE B=1600 LBS PER LEVELS 1-2, 1200 LBS LVL 3.
<br /> TYPE D=2400 LBS PER LEVEL1, 1800 LBS LVLS 2-3 .
<br /> TYPE E=1800 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 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
<br /> E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A
<br /> LICENSED DEPUTY INSPECTOR. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDS EXCEPT FOR
<br /> WELDING 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
<br /> RACK 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
<br /> MACHINERY ARE IN USE.
<br /> H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL
<br /> DESIGN CONFIGURATION.
<br />16. MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS,
<br /> CONTROL/EXPANSION 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
<br /> (FOR EXAMPLE 1/2" PER 10 FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF-STRAIGHT
<br /> RATIO EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED
<br /> OR REPLACED.
<br />18. FOR 120" H FRAMES:
<br /> MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 2.4") OF TOP SHELF LEVEL HEIGHT
<br /> @ BRACED DIRECTION AND 5% (OR 6") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br /> FOR 144" H FRAMES:
<br /> MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 2.88") OF TOP SHELF LEVEL HEIGHT
<br /> @ BRACED DIRECTION AND 5% (OR 7.2) OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br />18
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<br />NOTES:
<br />USE @ TYPE A BEAM LOCATIONS.
<br />NOTES:
<br />CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
<br />ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br />ASTM A570, Fy=50,000 PSI
<br />ASTM A570, Fy=50,000 PSI ASTM A570, Fy=50,000 PSI
<br />NOTES:
<br />USE (2) STD SPACERS FOR DOUBLE ROW
<br />1B 1 3
<br />4 6
<br />10 11
<br />15 GAGE
<br />5" BEAM (SB505)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ TYPE E BEAM LOCATIONS.
<br />5 8
<br />14 GAGE
<br />3-11/16" BEAM (BB2)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ TYPE B BEAM LOCATIONS.
<br />COLUMN: ZIGLIFT 3314B DESCRIPTION
<br />MATERIAL 14 GAGE STEEL
<br />COLUMN: ZIGLIFT 3" X 1-5/8"
<br /> COLUMN
<br />DESCRIPTION
<br />MATERIAL
<br />BASE PLATE: 7" x 5"
<br />3/8" THICK PLATE
<br />STEEL YIELDASTM A36, Fy=36,000 PSI
<br />NOTES:
<br />USE @ TYPE E ZIGLIFT
<br />COLUMN/BASE LOCATIONS.
<br />DESCRIPTION
<br />MATERIAL
<br />STEEL YIELD
<br />14 GAGE STEEL
<br />ASTM A570, Fy=50,000 PSI
<br />2B 2
<br />16 GAGE
<br />6" BEAM (STEPBEAM)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ TYPE D BEAM LOCATIONS.
<br />7
<br />DESCRIPTION
<br />MATERIAL
<br />STEEL YIELD
<br />2-PIN CONNECTOR
<br />7 GAGE NOTES:
<br />USE @ TYPES A, B BEAM TO COLUMN
<br />CONNECTION LOCATIONS.
<br />5/16"Ø SAFETY CLIP
<br />7/16" Ø
<br />GR 55 RIVET
<br />ASTM A570, Fy=50,000 PSI
<br />9
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<br />(([S[S
<br />
<br />FOR REFERENCE ONLY
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