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,� - � _ _ - --
<br /> � GENERAL PROJECT NOTES
<br /> � �, 1 . 3
<br /> 3 \� 1 1 f 2��—� � , �� NP• 1. DESIGNED PER REQUIREMENTS OF THE 2016 CBC,ASCE 7-10 AND THE �
<br /> 3/16 �
<br /> � I I � � 2012 RMI RACK DESIGN MANUAL -�
<br /> � I I 1 1� � 1 1�1 6��_� 2. SEISMIC CRITERIA Ss =1.443,S1 = 0.556, Fa = 1.00, Fv= 1.50 �
<br /> � �I 1
<br /> I I � � I j � - p = 1.0(NO PUBLIC ACCESS),Sds = 0.962,Sdi = 0.556, OCC. CATAG. II,
<br /> �� SITE CLASS D,SEISMIC DESIGN CATAG. D
<br /> I I � � � I / T— I - - - - - 1 �I 1 3. STORAGE CAPAGITY:
<br /> I I I I � � / , � SEE ELEVATION VIEW �
<br /> 13 GA THK. � � ii� i � � — � N
<br /> 3 � � I � i I // I / I � 4. ANCHORS: �
<br /> 3/8"- � l� � HILTI KWIK BOLT TZ CONCRETE WEDGE ANCHOR PER ESR 1917
<br /> '� I � r T �� 1/2"Q�x 3.25"MIN. EMBEDMENT TYPICAL
<br /> 5�8� � � � � TYP WELD EACH LEG I s"x 8"BASE PLATE: (4)ANCHORS PER BASE PLATE 6 .
<br /> � 1/8" Np, " ( � I 1�8�� 1.Z5�� ( 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR WSTALLATION �
<br /> - I � . �1 1/2"�' --' � • � 6. EXISTWG S.O.G. CONCRETE THICKNESS&COMPRESSIVE STRENGTH, 6"x 3,000 PSI
<br /> I � �\ � � � DESIGN BY OTHERS
<br /> COLUMN � ( � I \�r � I - 8ii �� 7. ALLOWABLE SOIL BEARING PRESSURE IS 1,000 PSF @ GRADE OR BETTER
<br /> I I 1 1�4 I 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY � �
<br /> I I -5/160 WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS �O � E
<br /> \ I �- � - - - - - - � SAFETYPIN CQ U
<br /> ( - - - - - � LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE , � � � V
<br /> I � � I � I^ INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN � CQ � �
<br /> $�� I / I �� I CLEAR, LEGIBLE PRINT. . CV � � �
<br /> / I � 9. ALL BOLTS GR.5 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT � � q� �
<br /> � � I � I 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS � Q � � �
<br /> � � I I � CERTIFIED WELDERS USING E70XX ELECTRODE OR BETT'ER. FIELD WELDS, IF
<br /> , � � ' �i � -� �J ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY N U � � � �
<br /> � I \ �� 1�Z��� � � I INSPECTOR. O } 6 6 �
<br /> � � ��� I � � � . / I 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18"BETWEEN �. � � � U�
<br /> TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
<br /> I � I � \�� \� 1 1/4° ��3 3�1 6�� �' 12.THE RACK PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, O � O � �
<br /> , n � �/16QJ GR. 6 � Ol
<br /> „ �1 � I �� =�- 55 RIVET UNDAMAGED CONDITION.THE PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION � � � � 6
<br /> � $ I � �P. �� DEFICIENCIES OR IRREGUtARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER, � � �' }
<br /> _�� I 1I8 PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SRE, INC W � � � 3 �
<br /> WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. N� 6 � � � '
<br /> DESCRIPTION BASE PLATE: 8" x 8" DESCRIPTION COLUMN: SPACERAK LM25 DESCRIPTION BRACING: HORIZ. & DIAG. NOTEs: DESCRIPTION 4 PIN CONNECTOR 13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN � � 3 —
<br /> HEREIN Tp NOTIFY SRE, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. 6
<br /> U S E @ A L L S P A C E R A K U P R I G H T H O R I Z O N T A L A N D � � v �
<br /> MATERIAL 3/8° THICK PLATE MATERIAL 13 GA THK MATERIAL 14 GAGE THK. MATERIAL 7 GAGE THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM
<br /> DIAGONAL BRACE MEMBERS TYP. u � }_ -
<br /> F O R K L I F T O R H E A V Y M A C H I N E R Y, I M P A C T F R O M D R O P P E D L O A D S O N T HE SY STEM, DAMAGE �
<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 STEEL YIELD ASTM A570, Fy=55,O00 PSI TO SYSTEMS BY IMPROPER USE OR WSTALLATION, ETC.THE USER OF THE PRODUCT MUST � � � �
<br /> NOTIFY SRE, INC IN WRITING SHOULD,ANY DAMAGE OR DEFICIENCY OCCUR TO THE (� � �
<br /> d PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO �'
<br /> T MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
<br /> 14. IT IS THE RESPONSIBILiTY OF THE OWNERNSER OF THE STORAGE SYSTEM SHOWN HEREW ,�
<br /> �; �
<br /> 1 5/8�� � 7�H��— - TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. � �� _ ��'�
<br /> 15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM �� ���������
<br /> � , BY ASSURWG PROPER OPERATIONAL, HOUSE KEEPING AND MAINTENANCE ��.� „� � ` �� ; 3 4 j
<br /> PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: � �
<br /> a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL � , j, ��
<br /> RACK SYSTEMS. n, �
<br /> W - � ; ,
<br /> 1 5 H�� b. REGULARLY WSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD � � � 4 �;' �„�
<br /> / THE AFFECTED AREA AND REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS,
<br /> � �; � ' �.
<br /> ' OR OTHER STRUCTURAL COMPONENTS. L.� ��
<br /> c. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE,OPERATING CONDITION. Q �
<br /> � d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS � � `� ` z �
<br /> � hi ' .n,� � ��,< ;
<br /> IN PROPERLY STACKED AND STABLE POSITION. � ' �'� ���'
<br /> A K e. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. -��F`��� �
<br /> 1 i P E 1 S E LECTIVE R C f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST -
<br /> -ngi�neer amp
<br /> POSITION, UNLESS THE fiACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
<br /> 5�� J n g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE
<br /> I� 156" 32" I� G'I I 32" I TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR
<br /> HEAVY MACHINERY ARE IN USE.
<br /> ,
<br /> 2500 LBS 5 Y
<br /> ,�J ,:
<br /> - \ � ;=ur��� ��� �r��lni�rir�g, ic�c �fl1..����}
<br /> ;I �ri�1r��✓r �r'�Le�orrJ: '�.�'�;����'���;��,��. �-
<br /> � �1��°7`,�ar�yo���s'� �sr�'�B'` �,� '` ��;� .�`
<br /> I 59�� �t�neh� ��n� �1�rc�ari�, �'Ja 926�3� � ; ��`��� �; �,
<br /> �� � � �
<br /> � ��
<br /> 48" � .�� �-�� . �
<br /> � � � � � . � � . � . . . . . . z .
<br /> {Yt�}7 5� r� )~ l' 3 C'`!� P'r�
<br /> � � � � �r, �{!]\y��-4? L����q� . .
<br /> DESCRIPTION ( 5" BEAM (SSB506) \ a ^ .
<br /> ��
<br /> r „A
<br /> . . . . . � �� r- ��r!`G�•�'�� ' \ .
<br /> MATERIAL 16 GAGE THK. 2JrOO LBS
<br /> '�'����=� a._i
<br /> \ r �ft�.S 1��1251 —����_,, �
<br /> STEEL YIELD ASTM A570, Fy=55,000 PSI
<br /> ' � � 30
<br /> 5 �� 6
<br /> 144 � AUG 2 � 2Di9 = � �
<br /> , 36" � �' �
<br /> 45" � � 3
<br /> � �� O r �
<br /> �, 1 �� � � 12° � 1 1/2° 3 ` , -- cv w
<br /> 2500 LBS � � � o W
<br /> , � � � W ,
<br /> � �
<br /> , - - - — � Z
<br /> � - - - - - - ,
<br /> ' �CII I BASE PLATE SLAB F.F.
<br /> 1 �� � a a l�
<br /> �� �� ° ' °
<br /> � �
<br /> I- � �-� ^ �� 4' g � a ° a
<br /> �
<br /> `�'0 3-1/4�� � ° a � °
<br /> a a a
<br /> 3 3/8u �� 1 EMBEDMENT ° °
<br /> a �
<br /> 6„ OR BETTER - � a � a
<br /> � � ` ` S.O.G. a , � �a Q a � 4 4 N
<br /> �
<br /> -r `� -r c ° 4 � � Q ° Q . . \ o
<br /> - - - - - - - - - 11/�� � FRONT VIEW SIDE VIE � ° , ° a� ° a a a � g . �
<br /> , ��
<br /> ° a ° 1�2" a ° a a , � W .
<br /> 3 8"� x 7 8" SLOT 3�4�� ,
<br /> / / a Q � � � z
<br /> � � � .
<br /> a �
<br /> a � �
<br /> a
<br /> 4 P ' °`
<br /> LCS , a a a � � � � � �
<br /> �
<br /> m
<br /> (3) ROW SPACERS REQUIRED u o o � ���
<br /> PER PAIR OF UPRIGHTS
<br /> NOTES. Project#
<br /> CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO T-08141�-2
<br /> ENSURE REQUIRED EMBEDMENT IS OBTAINED.
<br /> DESCRIPTION ROW SPACER NOTES: DESCRIPTION HILTI KWIK BOLT TZ NOTES: She�"�mbe�
<br /> MATERIAL 14 GAGE ATfACH WITH (4) 3/8"Q1 A307 BOLTS, � SIZE 1/2"QS x 3.25" MIN. EMBED. SEE NOTE #4 ABOVE FOR ANCHOR 5�E � OF �
<br /> 2 EACH END SPECS.
<br /> STEEL YIELD ASTM A36, F = 36,000 PSI � � @ DESCRIPTION STORAGE RACK ELEVATION ESR# 1917 �
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