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<br /> GENERAL PROJECT NOTES
<br /> � C� E N E RA L �AC K I N FO R MAT I (� N 1. DESIGNED PER REQUIREMENTS OF THE 2015 IBC,ASCE 7-10&2012 RMI RACK DESIGN MANUAL
<br /> �3 � 2. SEISMIC CRITERIA Ss =1.445, S1 =0.560, Fa = 1.000, Fv = 1.500
<br /> Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.963, Sd1 =0.560, OCCUPANCY CATAG, II
<br /> 3�� I � SITE CLASS D, SEISMIC DESIGN CATAG. D
<br /> I 3. STORAGE CAPACITY:
<br /> I � I I 3„ I � i HORIZ. TYPE 1, 2= 3000 LBS PER LEVEL TYP.
<br /> � I � � I I — ,) /2i� i i i i I BRACE 4. ANCHORS : HILTI KWIKBOLT TZ ESR# 1917, POWERS SD2 ESR# 2502 Z
<br /> � ' � 1/2�� COLUMN AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL. O
<br /> 1 5/$� � 1/2" fZ�x 3-1/4° MIN. EMBEDT. @ TYPE 1 �
<br /> � Typ. OW 5/8" Q1 x 4" MIN. EMBEDT. @ TYPE 2 W
<br /> �
<br /> 3/is+' SPACER EAM (4) ANCHOR PER BASE PLATE. �
<br /> � 5. PERIODIC SP�CIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.
<br /> COLUMN �; � COLUMN � 3/�s�� �P• � � 6. EXISTWG S.O.G. CONCRETE THICKNESS &COMPRESSNE STRENGTH, 6"x 3500 PSI
<br /> 7. SOIL BEARING PRESSURE 1000 PSF.
<br /> NOTES: � 8, ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
<br /> BACKER REQ UP TO 66° ELEV. � CONNECTOR �NITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
<br /> I LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
<br /> 8�� 1 " INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN
<br /> CLEAR, LEGIBLE PRINT.
<br /> .�,P Ba,cKER wE�� � 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
<br /> 3' 1"_12" �
<br /> I nP� s/ts� ��AG• 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS �
<br /> II � � BRACE CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF
<br /> I � 1 �' �� 1�I' BASE ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY WSPECTOR. �
<br /> 1 ii � i 1"� PLATE & 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN Q
<br /> I 8,i � 1 O�� ANCHOR TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
<br /> � 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK.
<br /> NOTES: I NOTES: 13.THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH -
<br /> USE @ TYPE 1 ; USE @ TYPE 2 (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. v
<br /> COLUMN/BASE LOCATIONS . ' COLUMN/�ASE LOCATIONS . 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE �
<br /> REQUIRED BASE PLATE SIZE AND LOCATION.
<br /> DESCRIPTION BASE PLATE: 8" x 8" DESCRIPTION COLUMN: HMH IF 3012/1514 DESCRIPTION BASE PLATE: 10" x 10" DESCRIPTION COLUMN: HMH IF 3011 �
<br /> N OT A D E P I CTI O N O F TH I S P ROJ ECT 15. SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE �0
<br /> MATERIAL 1/2" THICK PLATE MATERIAL 12/ 14 GAGE THK. MATERIAL 1/2" THICK PLATE MATERIAL 11 GAGE THK. SHEAR FORCES ATTHE BASE. � �
<br /> �
<br /> STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55,000 PSI 16. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE � �
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<br /> CONSIDERED IN THE DESIGN OF THE ANCHOR BOLTS. �
<br /> 3 � � 17.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED � �
<br /> CONDITION. THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION �
<br /> 1/8" �P. DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER, � �
<br /> �1 11/16��- PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN � � �
<br /> � WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. m
<br /> TYP. - - - - 1 � 1 3/4�� 1 �� � 18. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN �
<br /> �-1 11/16"� 3/16' � I" HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. � �l
<br /> � � � THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM � �
<br /> I 1„ � _ _ _ _ � FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE / W
<br /> � I � _ _ _ _ " TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE PRODUCT MUST �
<br /> I NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE � O
<br /> � _ _ _ _ � 1 5/$�� PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO �, �
<br /> I - - — I - - - - � MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. � O
<br /> I 5/16� �� �� � 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN t�
<br /> i _ g° � SAFETY PIN $ � �P ��- TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. �
<br /> ( 1I8�� 20.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM � U
<br /> 5/16PJ I � � I
<br /> I SAFETY PIN �� I I BY ASSURING PROPER OPERATIONAL, HOUSE KEEPING AND MAINTENANCE � �j
<br /> I � � PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: z
<br /> � �
<br /> � I �-- ^ I��P� 3/16� � � 3 3/8�� a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. n / j
<br /> � �
<br /> I � b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD ���-�
<br /> � �i I i THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, �--� �
<br /> �3 3/16—�' I i OR OTHER STRUCTURAL COMPONENTS. �- j
<br /> 7/16Td GR.
<br /> I c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. v Q
<br /> 55 RIVET �-3 3/16��� d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS � _
<br /> 7/1s�GR. IN PROPERLY STACKED AND STABLE POSITION. (� � �
<br /> 55 RIVET ,�L_ �
<br /> e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. T— 3
<br /> f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST �
<br /> POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. �
<br /> DESCRIPTION 3-PIN CONNECTOR DESCRIPTION 4-PIN CONNECTOR DESCRIPTION 3-3/8�� BEAM (HMH#33160) g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE
<br /> NOTES: TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR
<br /> MATERIAL 7 GAGE NOTES: USE @ ALL HANNIBAL BEAM TO MATERIAL 7 GAGE USE @ LEVEL 1 TYPE 1 HANNIBAL BEAM TO MATERIAL 16 GAGE NOTES: HEAVY MACHINERY ARE IN USE. w
<br /> STEEL YIELD ASTM A570, Fy=55,000 PSI COLUMN CONNECTION LOCATIONS U.O.N. STEEL YIELD ASTM A570, Fy=55,000 PSI COLUMN CONNECTION LOCATIONS. STEEL YIELD ASTM A570, Fy=55,000 PSI USE @ ALL BEAM LOCATIONS TYP.
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<br /> NOTES: ' �� � ����`��t�NAt,���� � �oallo.
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<br /> � NOTES: CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO � LV-0124�) H-2
<br /> � USE (3) HD ROW SPACERS FOR DOUBLE ROW ENSURE REQUIRED EMBEDMENT IS OBTAINED. 01/25/2018
<br /> DESCRIPTION HD ROW SPACER NOTES: DESCRIPTION HILTI KWIKBOLT TZ ANCHOR DESCRIPTION BRACING: HORIZ. & DIAG. SHEETNO.
<br /> MATERIAL 16 GAGE ATTACH WITH (4) 1/2"QJ SIZE 1/2"� x 3-1/4" & 5/8"� x 4" MIN. EMBED. NOTES: MATERIAL 16 GAGE STEEL NOTES:
<br /> SEE NOTE #4 ABOVE USE @ ALL HANNIBAL BRACE SED 1 OF 2
<br /> DESCRIPTION STORAGE RACK ELEVATIONS STEEL YIELD ASTM A572, Fy =50,000 PSI GR. 5 BOLTS, (2) @ EACH END ESR # 1917 FOR ANCHOR SP�CS. STEEL YIELD ASTM A570, Fy=55,000 PSI LOCATIONS TYP .
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