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GENERAL PROJECT NOTES
<br /> 3' t GENERAL RACK CONFIGURATION 1.2. DESIGNED
<br /> PER
<br /> RIASUIREI�SS OF THE 2021 IBC, 8406,SECTION 15.5.3,2,2012 RMI RACK DESIGN MANUAL
<br /> � 1 IPT1.0(NO PUBUCL ACCESS),SDS=1.070.SDI.0.581,OCCUPANCY CATAG.II
<br /> itiiSITE CLASS D.DEFAULT,SEISMIC DESIGN CATAG.D
<br /> 3/8" 3. STORAGE CAPACITY:
<br /> mow.////////////////////////////NI%/% TYPE 1=2800 LBS PER LEVEL TYP.
<br /> 3/4" --COLUMN TYPE 2=3200 LBS PER LEVEL TYP.
<br /> '.,' '� 4. ANCHORS:POWERS SD2 ESR#2502,OR HILTI KWIKBOLT TZ2 ESR#4266 O
<br /> „1N I TYP. \ HORIZ. 1/2'O X3-1(4'MIN.EMBEDT. Cl)
<br /> --ROW 50 FT-LBS TORQUE(HILTI KWIKBOLT TZ2)
<br /> COLUMN 0 Q BRACE SPACER
<br /> . 40 FT-LBS TORQUE(POWERS SD2)
<br /> _ _ _ _ (4)ANCHORS PER BANE PLATE.
<br /> 11
<br /> �'. 1�. 1 1(4' 7"'' t 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.ANCHORS SHALL BE INSTALLED
<br /> _ / rBEAM PER ICC ESR#2502.
<br /> ) ' .I•-1 1/2'- I 6. EXISTING S.O.G.CONCRETE THICKNESS 8 COMPRESSIVE STRENGTH,6•X 4000 PSI
<br /> - . �" 7. SOIL BEARING PRESSURE 750 PSF.
<br /> i 1H• CONNECTOR 8, ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
<br /> 1 / ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
<br /> Y/ INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR,LEGIBLE PRINT.
<br /> TYP 1R, iliiiI 9. ALL BOLTS GR.5 OR BE f ER,INSTALL TO SNUG TIGHT FIT OR BETTER
<br /> DIAL. 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX cc
<br /> ELECTRODE OR BETTER.NO FIELD WELDING PERFORMED.SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD
<br /> © © -1a�' BRACE WELDING.
<br /> " 1" SE 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18'BETWEEN TOP OF THE STORAGE AND THE 0
<br /> 6" — I ] LATE CEILING SPRINKLER DEFLECTOR.
<br /> NOTES: _ &ANCHOR 12.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD,UNDAMAGED CONDITION.THE
<br /> USE @ ALL SPACERAK PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES.IT IS THE
<br /> COLUMN/BASE LOCATIONS TYP. RESPONSIBILITY OF THE OWNER.USER,PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO v
<br /> NOTIFY SED,INC IN WRITING.OF ANY DAMAGE,DEFICIENCIES OR IRREGULARITIES.
<br /> DESCRIPTION BASE PLATE:8"x8' DESCRIPTION COLUMN:SPCRK FH-20 DESCRIPTION BRACING:HORIZ.&DIAL. 13.IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, -
<br /> NOT A DEPICTION OF THIS PROJECT INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES
<br /> MATERIAL 3/8'THK PLATE MATERIAL 14 GAGE MATERIAL 14 GAGE THK. F
<br /> NOTES: SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAW MACHINERY,IMPACT FROM /
<br /> STEEL YIELD ASTM A36,Fy=36,000 PSI STEEL YIELD ASTM A570,Fy=55,000 PSI STEEL YIELD ASTM A570,Fy=55,000 PSI USE @ AU..BRACE LOCATIONS TYP. _ DROPPED LOADS ON THE SYSTEM,DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION,ETC.THE USER n
<br /> OF THE PRODUCT MUST NOTIFY SED.INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE ` (�
<br /> 3 4 5 PRODUCT SHOWN HEREIN.IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY v
<br /> AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. 1. x
<br /> 1/8n �T1 P• 14.IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR C06 -- L
<br /> II,, REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. ` \ 5
<br /> �1 1/2'
<br /> �1 15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER m
<br /> I OPERATIONAL,HOUSE KEEPING AND MAINTENANCE PROCEDURES,BUT NOT LIMITED TO THE FOLLOWING: q
<br /> 1111 BASE PLATE I F.F. A.PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
<br /> 111111
<br /> \ B.REGULARLY INSPECT FOR DAMAGE IF DAMAGE IS FOUND,IMMEDIATELY UNLOAD THE AFFECTED AREA AND
<br /> 1 5/8' 7(8•-I. REPLACE OR REPAIR ANY DAMAGED COLUMNS,BEAMS,OR OTHER STRUCTURAL COMPONENTS. �/ W
<br /> 1 C.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE,OPERATING CONDITION.
<br /> l
<br /> 11/8"
<br /> Y, D.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED (1
<br /> j AND STABLE POSITION. �1 A
<br /> :; E.REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. Z ,(II
<br /> 1 •
<br /> 1 F.PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION,INCLUDING THE TOP MOST POSITION,UNLESS THE RACK \ 1
<br /> \•,j I i O. L 3-1/4" SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. ..
<br /> 5/16'0 SAFETY PIN t MIN.EMBED. G.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE
<br /> d. STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORIQIFT AND/OR HEAW MACHINERY \\\ 0/
<br /> I ARE IN USE.
<br /> I 1 O H.ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN >
<br /> .l 1/8'F
<br /> l-. CONFIGURATION.
<br /> •
<br /> Q
<br /> U Q
<br /> I, 1/2" F
<br /> "A"WELD Ins O RIVET
<br /> GR.5 BOLT I I 3" .I" r 0)
<br /> /NOTES: i
<br /> CONFIRM O.A.L.OF ANCHORS WITH INSTALLER TO 1n
<br /> ,)
<br /> ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br /> DESCRIPTION 3-PIN CONNECTOR NOTES: DESCRIPTION 3'BEAM(SB306M) DESCRIPTION POWERS SD2 ANCHOR
<br /> MATERIAL 7 GAGE USE @ ALL BEAM TO COLUMN CONNECTION MATERIAL 16 GAGE THK NOTES: SIZE 1/2'6 X 3-1/4"MIN.EMBED. NOTE:
<br /> STEEL YIELD ASTM A570,Fy=55,000 PSI LOCATIONS TYP. STEEL YIELD ASTM A570,Fy=55,000 PSI USE @ ALL BEAM LOCATIONS TYP. ESR# 2502 SEE NOTE#4 ABOVE FOR ANCHOR SPECS. o
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<br /> 3 /4' 4 1/8" ----
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<br /> �1 16. I SEE ATTACHED EQUIPMENT DEPOT DWG.
<br /> 3/16 -- 12• # - i FOR STORAGE RACK ELEVATIONS
<br /> 1/ u" 11/8' A
<br /> 7�I�� 8 ' gg
<br /> Enhao Digitally signed
<br /> by Enhao4hang oa 4 i r- - il 1 g I
<br /> Date:2024.03.. y�,o � �t
<br /> Zhang 17:09:31.0T00• ,t]NM.E" '
<br /> NOTES:
<br /> USE(3)STD ROW SPACERS PER FRAME ATTACHMENT. 24-0325-11
<br /> DESCRIPTION STD ROW SPACER NOTES: "m"a
<br /> MATERIAL 16 GAGE ATTACH WITH(4)1/2"O GR.5 BOLTS, SED 1 OF 1
<br /> STEEL YIELD ASTM A570,Fy=55,000 PSI (2)@ EACH END I DESCRIPTION I STORAGE RACK ELEVATIONS
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