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i' GENERAL PROJECT NOTES
<br /> 3 1 GENERAL RACK C O N F I G U RAT I O N 1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC,ASCE 7-16,SECTION 15.5.3,&2012 RMI RACK DESIGN MANUAL
<br /> 2. SEISMIC CRITERIA SS=1.250,S1=0.444,FA=1.200,FV=1.850,
<br /> IP=1.0(NO PUBLIC ACCESS),SDS=1.000,SD1=0.548,OCCUPANCY CATAG.II
<br /> SITE CLASS D-DEFAULT,SEISMIC DESIGN CATAG.D
<br /> 3/8' 3. STORAGE CAPACITY:
<br /> TYPE A=3400 LBS PER LEVEL TYP.
<br /> 3/4" OLUMN 4. ANCHORS:HILTI KWIKBOLT TZ2 ESR#4266,OR POWERS SD2 ESR#2502 Z
<br /> 1/2"0 X 3-1/4"MIN.EMBEDT. O_
<br /> 50 FT-LBS TORQUE(HILTI KWIKBOLT TZ2) y
<br /> HORIZ. OW 40 FT-LBS TORQUE(POWERS SD2) W
<br /> COLUMN (DBRACE SPACER EAM 4 N H R P R A E E cc
<br /> P RI DI S E IA S C 10 I R Q D D RI G N H R N ALAI N.AN H R SAL E I S ALLE
<br /> 74��Typ
<br /> TYR T PER ICC ESR#4266.
<br /> NP 1re, Ire" 7VP. 7. SOIL BEARING PRESSURE 750 PSF.
<br /> 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
<br /> CONNECTOR 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 j
<br /> 1/8 TYR TYP. 1/8 DIAG. ELECTRODE OR BETTER.FIELD WELDS,IF ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED cc
<br /> tJ BRACE DEPUTY INSPECTOR.SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDS EXCEPT FOR WELDING DONE
<br /> IN AN APPROVED FABRICATOR'S SHOP.
<br /> CaASE
<br /> W 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18"BETWEEN TOP OF THE STORAGE AND THE Q
<br /> 48" II, LATE CEILING SPRINKLER DEFLECTOR. -
<br /> ANC
<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 v
<br /> NOTIFY SED,INC IN WRITING,OF ANY DAMAGE,DEFICIENCIES OR IRREGULARITIES. z
<br /> DESCRIPTION BASE PLATE:8"X 48" DESCRIPTION COLUMN:SPCRK FH-30 13.IT IS THE RESPONSIBILITY OFTHE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, 19
<br /> NOT A DEPICTION OF THIS PROJECT INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES 00
<br /> MATERIAL 3/8"THK PLATE MATERIAL 12 GAGE NOTES: z �
<br /> ,000 PSI STEEL YIELD ASTM A570,F —55,000 PSI USE @ALL SPACERAK COLUMN/BASE LOCATIONS TYP. SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY,IMPACT FROM
<br /> 9
<br /> STEEL YIELD ASTM A36,F
<br /> y- y- DROPPED LOADS ON THE SYSTEM,DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION,ETC.THE USER � N
<br /> 2 OF THE PRODUCT MUST NOTIFY SED,INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE (� b
<br /> 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. �, y
<br /> 14.IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR cz
<br /> 1/8" �P' REP LA
<br /> REQUIRED FOR CE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
<br /> SPECIAL INSPECTIONS 15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER m
<br /> STORAGE RACKS PER OPERATIONAL,HOUSE KEEPING AND MAINTENANCE PROCEDURES,BUT NOT LIMITED TO THE FOLLOWING: O
<br /> IBC 1705.13.7. A.PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
<br /> 1 N —1 5/8" 7/8"� BASE PLATE F.F. PERIODIC SPECIAL B.REGULARLY INSPECT FOR DAMAGE.IF DAMAGE IS FOUND,IMMEDIATELY UNLOAD THE AFFECTED AREA AND �
<br /> i INSPECTION SHALL BE REPLACE OR REPAIR ANY DAMAGED COLUMNS,BEAMS,OR OTHER STRUCTURAL COMPONENTS. -Z./
<br /> W
<br /> \� LI REQUIRED FOR THE C.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE,OPERATING CONDITION. z
<br /> INSPECTION OF D.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED �, O
<br /> 1 STORAGE RACK AND STABLE POSITION. �, a
<br /> ANCHORAGE
<br /> /8 E.REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. z O
<br /> INSTALLATION. ul
<br /> F.PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION,INCLUDING THE TOP MOST POSITION,UNLESS THE RACK l� r
<br /> 3-1/4" PERIODIC SPECIAL SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. v
<br /> \ 5/16110 SAFE PIN O' L. MIN.E BED. INSPECTION SHALL BE G.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE z U
<br /> REQUIRED FOR THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY W
<br /> ————— 3 3/4" COMPLETED STORAGE ARE IN USE.
<br /> RACK SYSTEM,TO �, W
<br /> INDICATE COMPLIANCE H.ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN w
<br /> i\ 11 LTYR WITH THE APPROVED CONFIGURATION.
<br /> \� CONSTRUCTION
<br /> DOCUMENTS. ui
<br /> 1/z" oPoA
<br /> 7/16"03 Digitally signed
<br /> GR.5 BOLT NOTES: E n h a O by Enhao
<br /> CONFIRM O.A.L.OF ANCHORS WITH INSTALLER TO Zhang o 21oz2747 m
<br /> ENSURE REQUIRED EMBEDMENT IS OBTAINED. Date: p
<br /> Z h a n q 2024.09.19 RF�i5TE0.E�
<br /> DESCRIPTION 3-PIN CONNECTOR NOTES: DESCRIPTION 3-3/4"BEAM(SB376M) DESCRIPTION HILTI KWIKBOLT TZ2 ANCHOR `� 11:2609.19 '00' SS/-INAL
<br /> STE
<br /> MATERIAL 7 GAGE USE @ ALL BEAM TO COLUMN CONNECTION MATERIAL 16 GAGE THK. NOTES: SIZE 1/2"0 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# 4266 SEE NOTE#4 ABOVE FOR ANCHOR SPECS.
<br /> 5 6 U)
<br /> Z 3 0
<br /> 'R N
<br /> m
<br /> c
<br /> 0
<br /> LL.
<br /> III
<br /> + + 6"
<br /> 33/4" 41/8" 1/6" 11/a• TYR
<br /> �R ttP
<br /> SEE ATTACHED TOYOTALIFT NORTHWEST DWG. 3/16' 1 16 „/z
<br /> FOR STORAGE RACK ELEVATIONS � 77
<br /> 1/ „ 12" 2" 1 1/8" II 1�'
<br /> �
<br /> o o
<br /> w � m
<br /> 3 g
<br /> JOB NO.
<br /> NOTES:
<br /> USE(4)STD ROW SPACERS PER FRAME ATTACHMENT. 24-0917-16
<br /> DESCRIPTION STD ROW SPACER NOTES: DESCRIPTION BRACING:HORIZ.&DIAG. SHE E NO.
<br /> MATERIAL 16 GAGE ATTACH WITH(4)1/2"0 GR.5 BOLTS, MATERIAL 14 GAGE THK. NOTES: SED 1 OF 1
<br /> ESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A570,Fy=55,000 PSI (2)@ EACH END STEEL YIELD ASTM A570,Fy=55,000 PSI USE @ ALL BRACE LOCATIONS TYP.
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