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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 />SEE ATTACHED CITY SOLUTIONS DWG.
<br />FOR STORAGE RACK ELEVATIONS.
<br />1/2"
<br />O.A.L.
<br />F.F.
<br />3-1/4"
<br />MIN. EMBED.
<br />8"
<br />5/8"Ø
<br />3/8"
<br />5"
<br />3/4"
<br />2-9/16"
<br />(6) 5/16" GR. 5 BOLT
<br />REQ'D PER
<br />ATTACHMENT.
<br />3.06"
<br />2.69"
<br />1.378"
<br />1.7953"
<br />1 3/4"
<br />1 5/8"
<br />1"
<br />4"
<br />2"
<br />2"
<br />2"
<br />1 3/16"
<br />8"
<br />4 3/8"
<br />8"
<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
<br />STEEL YIELD
<br />MATERIAL
<br />STD ROW SPACER
<br />14 GAGE
<br />NOTES:
<br />ATTACH WITH (4) 5/16"Ø GR. 5 BOLTS,
<br />(2) @ EACH ENDDESCRIPTION STORAGE RACK ELEVATIONS
<br />NOTES:
<br />CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
<br />ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br />1/2"Ø X 3-1/4" MIN. EMBED.
<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 />14 GAGE THK STEEL
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />NOTES:
<br />USE @ ALL
<br />COLUMN/BASE LOCATIONS TYP.
<br />ASTM A36, Fy=36,000 PSI STEEL YIELD
<br />0.375" THICK PLATE
<br />BASE PLATE: 8" X 5"
<br />MATERIAL
<br />DESCRIPTION
<br />COLUMN
<br />COLUMN: MCLX 314
<br />ESR#4266
<br />ASTM A570, Fy=55,000 PSI
<br />1 GENERAL PROJECT NOTES
<br />1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC, 2022 CBC, ASCE 7-16 & 2012 RMI RACK DESIGN MANUAL
<br />2. SEISMIC CRITERIA Ss =1.305, S1 =0.467, Fa = 1.200, Fv = 1.840
<br /> Ip = 1.0 (NO PUBLIC ACCESS), Sds = 1.044, Sd1 =0.573, OCCUPANCY CATAG. II
<br /> SITE CLASS D, SEISMIC DESIGN CATAG. D
<br />3. STORAGE CAPACITY:
<br /> TYPE A = 3000 LBS PER LEVEL TYP.
<br /> TYPE B = 2600 LBS PER LEVEL TYP.
<br /> TYPE C = 1800 LBS PER LEVEL TYP.
<br />4. ANCHORS : HILTI KWIKBOLT TZ2 ESR#4266 (50 FT-LBS TORQUE), OR POWERS SD2 ESR#2502 (40 FT-LBS TORQUE).
<br /> AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL.
<br /> 1/2" Ø x 3-1/4" MIN. EMBEDT.
<br /> (2) ANCHORS PER BASE PLATE.
<br />5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS
<br /> SHALL BE INSTALLED 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. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD
<br /> WELDING.
<br />11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEILING
<br /> 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 NOTIFY
<br /> 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
<br /> SED, 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 DROPPED
<br /> LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE
<br /> 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 AND
<br /> 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 />GENERAL RACK CONFIGURATION
<br />NOTES:
<br />USES (2) ROW SPACERS FOR DOUBLE ROW UNITS
<br />1B
<br />3
<br />ATTACHMENT:
<br />ATTACH W/ (4)
<br />5/16"Ø X 3/4" GR. 5
<br />BOLTS PER BRACE,
<br />(2) @ EA. END
<br />MATERIAL
<br />DESCRIPTION
<br />STEEL YIELD ASTM A570, Fy=55,000 PSI
<br />BRACING: HORIZ. & DIAG.
<br />16 GAGE STEEL (C456)NOTES:
<br />USE @ ALL MCLX BRACE LOCATIONS TYP.
<br />5
<br />2
<br />6
<br />16 GAGE
<br />4" BEAM (INTLK 40E)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ ALL BEAM LOCATIONS TYP.
<br />4
<br />7/16" Ø
<br />GR 55 RIVET
<br />5/16"Ø SAFETY CLIP
<br />ASTM A570, Fy=55,000 PSI
<br />NOTES:
<br />USE @ ALL BEAM TO COLUMN CONNECTION
<br />LOCATIONS TYP.
<br />7 GAGE
<br />4-TAB CONNECTOR
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
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<br />1R1R
<br />(([S[S
<br />HOLD-3625 W MacArthur Blvd
<br />Unit# 301
<br />9/19/2024
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