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<br /> � 3 GENERAL PROJECT NOTES
<br /> 1 B 1 / � 1. DESIGNED PER RE�UIREMENTS OF THE 2015 IBC, ASCE 7-10&2012 RMI RACK DESIGN MANUAL
<br /> / / 2. SEISMIC CRITERIA Ss =1.321, S1 =0.502, Fa = 1.000, Fv = 1.500
<br /> � � Ip = 1.0 (NO PUBLIC ACCESS), Sds = 0.881, Sd1 =0.502, OCCUPANCY CATAG. II �
<br /> �I=-3"—�" � � SITE CLASS D, SEISMIC DESIGN CATAG. D
<br /> � � I /� 3. STORAGE CAPACITY:
<br /> I I I / TYPE 1= 1000 LBS PER LEVEL TYP.
<br /> I I � I 4. ANCHORS : HILTI KWIKBOLT TZ ESR# 1917, OR POWERS SD2 ESR#2502 Z
<br /> " AS USED IN CALCULATtONS OR ICC&ENGINEER APPROVED EQUAL, �
<br /> 3/4" � �
<br /> 3/8" �' � 3/4�� 1$„ 1 1�2„ 1/2" 0 x 3-1/4" MIN. EMBEDT. —
<br /> (2) ANCHOR PER BASE PLATE . �
<br /> I �� �� TYP. , � W
<br /> ` 5. PERIODIC SPECIAL INSPECTION IS RE�UIRED DURWG ANCHOR INSTALLATION, �
<br /> � C.C. I 1/8 1-1/2 �1 1/2"�` . — — — — — — — — — — — — — 6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 6"x 4000 PSI
<br /> I
<br /> 1/8" �P' - - - - � 3 4�� 7. SOIL BEARING PRESSURE 750 PSF.
<br /> COLUMN — � ��2�� � `—Y'� � e. ALL RACK WSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
<br /> �
<br /> ��8 � � ` ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 S�UARE
<br /> ❑ — - - - - � 3-5/8�� INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
<br /> � 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
<br /> � � + �_ ��� 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BYAWS CERTIFIED WELDERS USING
<br /> � 11/16" \ � l
<br /> I E70XX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A
<br /> 'I � I — — — — — — — — — — — LICENSED DEPUTY INSPECTOR. >
<br /> —3/$"QJ X 7/S�� SLOT 3I4�� 11. THE CLEAR SPACE BELOW SPRINIQERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE �
<br /> CEILING SPRINKLER DEFLECTOR.
<br /> � � 4 PLCS 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK. W
<br /> 4/ � I \� ~
<br /> 1 �� ❑ � I � 13. THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEEDS THE DESIGN BEARING STRENCTH Q
<br /> � � (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR. �
<br /> 1 ��� � � 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EC�UAL TO OR GREATER THAN THE _
<br /> � � RE�UIRED BASE PLATE SIZE AND LOCATION.
<br /> NOTES: " � ��
<br /> USE @ ALL COLUMN/BASE NOTES: 15. SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE
<br /> LOCATIONS TYP. � USE (3) STD ROW SPACERS FOR DOUBLE ROW UNITS SHEAR FORCES AT THE BAS�. �
<br /> • " x 5" DESCRIPTION COLUMN: HMH IF 3014 DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION STD ROW SPACER 16. BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE
<br /> DESCRIPTION BASE PLATE. 8 NOTES: NOTES: CONSIDERED IN TNE DESIGN OF THE ANCHOR BOLTS. `�
<br /> MATERIAL 16 GAGE ATTACH WITH 4 3 8'�� GR. 5 BOLTS, 17. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE Z r
<br /> MATERIAL 3/8" THICK PLATE MATERIAL 14 GAGE THK. MATERIAL 16 GAGE STEEL USE @ ALL HANNIBAL BRACE � � �
<br /> _ — (� , STEEL YIELD ASTM A570, Fy —55,000 PSI (2) @ EACH END PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE � �
<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 LOCATIONS TY
<br /> RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF TNE COMPONENTS TO O
<br /> NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. � � .
<br /> ,4 18. 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 � � �
<br /> DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER tr�
<br /> " �P OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE ` � � '
<br /> . 1 11/16" �IS PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY v �
<br /> � � '� ANQ PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. �
<br /> - - - - 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR ��
<br /> I 1" REPLACE ANY COMPUNENT THAT IS DAMAGED OR OTHERWISE DEFICIENT, � W
<br /> �p I 20. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER � _
<br /> �y I OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: �� a-
<br /> I = _ _ _ „ a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. Z n
<br /> �
<br /> I - - - - b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
<br /> �, I REPIACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS, � ��
<br /> ap � n `T
<br /> r�� c, REG�UIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. � L)
<br /> � I �D-RWG d. ENSURE THAT PALLE7S ARE PI�OPERLY PLACED ONTO PALLEf LOAD SUPPORT MEMBERS Z
<br /> I �� \ IN PROPERLY STACKED AND STABLE POSITION. � �
<br /> � � � e. REOUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. (1 / >
<br /> I TYP.; „ f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST �� �
<br /> � � 1�s TYPE 1 SELECTIVE RACK
<br /> POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. � �
<br /> � � g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE j
<br /> I 1 Q$" 42�� 1 S�� 42�� 42�� TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR � �
<br /> ,�-3 3/16"—�' i 6 4 � � � � � HEAVY MACHINERY ARE IN USE. � I
<br /> �
<br /> �-7/16PJ GR. � �
<br /> 55 RIVET
<br /> 5 / � / �
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<br /> 6 " 60�� �
<br /> ,
<br /> DESCRIPTION 3-PIN CONNECTOR
<br /> MATERIAL 7 GAGE NOTES: USE @ ALL HANNIBAL BEAM TO �
<br /> STEEL YIELD ASTM A570, Fy=55,000 PSI COLUMN CONNECTION LOCATIONS TYP. _ _ _ = w
<br /> REAR BRACE BEAM
<br /> 4 „ 4 �� �
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<br /> 252
<br /> �� 2 6�� 252" 2 2" —� c~n rn
<br /> - - - - „ � �� w � �
<br /> REAR BRACE BEAM 4 2 Z C� �
<br /> 1 3/4" 1 " � � �
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<br /> „ 48„ BASE PLATE F.F. � �ii
<br /> — — — 4 \ Ur/�
<br /> �� REAR BRACE BEAM v,
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<br /> FRONT VIEW SIDE VIEW SI�E VIEW MIN. E BED.
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<br /> NOTES: 03/15/2019 JOBNO.
<br /> CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO T&Z Consulting Services,LLC L,V-031219-9
<br /> ENSURE REQUIRED EMBEDMENT IS OBTAINED. WA COA Lic. No. 4010
<br /> DESCRIPTION HILTI KWIKBOLT TZ ANCHOR SHEETNO.
<br /> DESCRIPTION 4-1/8" BEAM (HMH#41160)
<br /> SIZE 1/2"� x 3-1/4" MIN. EMBED. NOTES: S ED 1 O F 2
<br /> MATERIAL 16 GAGE NOTES:
<br /> STEEL YIELD ASTM A570, Fy-55,000 PSI USE @ ALL BEAM LOCATIONS NP. DESCRIPTION STORAGE RACK ELEVATIONS ESR # 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
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