|
0.95"
<br />1.58"
<br />1/2"
<br />2"
<br />MIN. EMBED.
<br />F.F.
<br />O.A.L.
<br />168"
<br />FRONT VIEW
<br />144"
<br />TYPE D1 SELECTIVE RACK
<br />48"
<br />5
<br />1B
<br />42"
<br />168"
<br />SIDE VIEW
<br />42"
<br />42"
<br />42"
<br />42"
<br />30"
<br />2
<br />61
<br />168"
<br />FRONT VIEW
<br />144"
<br />TYPE F SELECTIVE RACK
<br />48"
<br />1B
<br />24"
<br />24"
<br />24"
<br />24"
<br />24"
<br />1
<br />168"
<br />FRONT VIEW
<br />144"
<br />TYPE A SELECTIVE RACK
<br />6"
<br />24"
<br />18"
<br />4 3
<br />1B
<br />24"
<br />24"
<br />24"
<br />24"
<br />24"
<br />1
<br />42"
<br />36"
<br />3
<br />4 3
<br />7/8"1 7/8"
<br />1 1/2"
<br />4 1/2"
<br />8"
<br />5/8"Ø
<br />3/8"
<br />5"
<br />1"
<br />1"
<br />3"
<br />3"
<br />6"
<br />3"
<br />2"
<br />2"
<br />1"
<br />1 3/8"
<br />4"
<br />1 1/2"
<br />1 7/8"7/8"
<br />MATERIAL
<br />DESCRIPTION
<br />STEEL YIELD
<br />BRACING: HORIZ. & DIAG.
<br />18 GAGE STEEL
<br />NOTES:
<br />USE @ ALL KINGMORE BRACE LOCATIONS
<br />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 />4266
<br />1/2"Ø x 2" 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 />DESCRIPTION STORAGE RACK ELEVATIONS
<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 = 1.267, S1 =0.454, FA = 1.200, FV = 1.846,
<br />IP = 1.0 (NO PUBLIC ACCESS), SDS =1.014, SD1 =0.559, OCCUPANCY CATAG. II
<br />SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
<br />3.STORAGE CAPACITY:
<br />TYPE A=800 LBS PER LEVEL TYP.
<br />TYPE D1=2400 LBS PER LEVELS 1-2, 1500 LBS LVL 3, 600 LBS LVL 4.
<br />TYPE F=900 LBS PER LEVEL TYP.
<br />4. ANCHORS : HILTI KIWKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
<br /> 1/2" Ø X 2" 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, 5" 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
<br />E70XX ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR
<br />ANY FIELD WELDING.
<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,
<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 (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 3.36") OF TOP SHELF LEVEL
<br />HEIGHT @ BRACED DIRECTION AND 5% (OR 8.4") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
<br />18
<br />1
<br />5
<br />
<br />W
<br />R
<br />I
<br />G
<br />H
<br />T
<br />
<br />A
<br />V
<br />E
<br />.
<br />
<br />L
<br />A
<br />
<br />V
<br />E
<br />R
<br />N
<br />E
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />1
<br />7
<br />5
<br />0
<br />
<br />P
<br />H
<br />O
<br />N
<br />E
<br />
<br />9
<br />0
<br />9
<br />-
<br />5
<br />9
<br />6
<br />-
<br />1
<br />3
<br />5
<br />1
<br />
<br />F
<br />A
<br />X
<br />
<br />9
<br />0
<br />9
<br />-
<br />5
<br />9
<br />6
<br />-
<br />7
<br />1
<br />8
<br />6
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />23-1214-14
<br />SED 1 OF 2
<br />12
<br />/
<br />2
<br />1
<br />/
<br />2
<br />0
<br />2
<br />3
<br />IW
<br />S
<br />
<br />W
<br />E
<br />S
<br />T
<br />
<br />I
<br />N
<br />C
<br />KI
<br />N
<br />G
<br />M
<br />O
<br />R
<br />E
<br />J.
<br />M
<br />ST
<br />O
<br />R
<br />A
<br />G
<br />E
<br />
<br />R
<br />A
<br />C
<br />K
<br />SA
<br />N
<br />T
<br />A
<br />
<br />A
<br />N
<br />A
<br />,
<br />
<br />C
<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />5
<br />18
<br />3
<br />1
<br />
<br />G
<br />A
<br />R
<br />N
<br />E
<br />G
<br />I
<br />E
<br />
<br />A
<br />V
<br />E
<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 />GENERAL RACK CONFIGURATION
<br />16 GAGE
<br />4-1/2" BEAM (LBF456)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />NOTES:
<br />USE @ TYPES A, F BEAM LOCATIONS.
<br />ASTM A570, Fy=50,000 PSI
<br />COLUMN: C3314TD
<br /> COLUMN
<br />DESCRIPTION
<br />MATERIAL
<br />BASE PLATE: 8" x 5"
<br />3/8" THICK PLATE
<br />STEEL YIELDASTM A36, Fy=36,000 PSI
<br />NOTES:
<br />USE @ TYPES A, D1, F KINGMORE
<br />COLUMN/BASE LOCATIONS TYP.
<br />DESCRIPTION
<br />MATERIAL
<br />STEEL YIELD
<br />14 GAGE STEEL
<br />ASTM A570, Fy=50,000 PSI
<br />2
<br />3 6
<br />5/16"Ø SAFETY CLIP
<br />7/16" Ø
<br />GR 55 RIVET
<br />NOTES:
<br />USE @ ALL KINGMORE BEAM TO
<br />CONNECTION LOCATIONS TYP.
<br />7 GAGE
<br />3-PIN CONNECTOR
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />ASTM A570, Fy=50,000 PSI
<br />5
<br />1B 1
<br />14 GAGE
<br />4" BEAM (LBF404)
<br />STEEL YIELD
<br />MATERIAL
<br />DESCRIPTION
<br />NOTES:
<br />USE @ TYPE D1 BEAM LOCATIONS.
<br />ASTM A570, Fy=50,000 PSI
<br />4
<br />12/22/23
<br />(6)6,2 251$3 /'((15*(7 ,16,(*((55
<br />$&/),)2 2(571$,7 $6 9 ,,/&
<br />((55
<br />$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
<br />1R1R
<br />(([S[S
<br />HOLD-1831 E Carnegie Ave
<br />- 103118137
<br />7/18/2024
|