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1 B 1 2 GENERAL PROJECT NOTES
<br /> G E N E RAL S H E LV I N G CO N F I�U RATI O N �• DESIGNED PER REQUI REMENTS OF THE 2015 I BC, ASCE 7-10 &2012 RMI RACK DESIGN MANUAL
<br /> �--5 1/8��--�" 2. SEISMIC CRITERIA Ss =1.321, S1 =0.502, Fa = 1.000, Fv = 1.500
<br /> Ip = 1 A (NO PUBLIC ACCESS), Sds =0.881, Sd1 =0.502, OCCUPANCY CATAG. II
<br /> SITE CLASS D, SEISMIC DESIGN CATAG. D
<br /> 3. STORAGE CAPACITY:
<br /> 8 1�8 X-BRACIN TYPE SGL SIDED CANTILEVER = 850# PER ARM LEVEL
<br /> � o o n � � �� 4. ANCHORS: HILTI KWIKBOLT TZ ESR#1917, OR POWERS SD2 ESR#2502
<br /> � � I I I � 5/8"QJ X 4" MIN. EMBED. O
<br /> 8 1�8�� � VARIES ( I I I 2 ANCHOR PER BASE PLATE. 1@ TOE& 1 @ COLUMN. �
<br /> W8° X18# C ) O O �
<br /> I C - - - - — J 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. W
<br /> �� COLUM � I I I I � � ' � „ Q
<br /> COLUMN W8 X 18# � {;} �+} 6. EXISTING S.O.G. CONCRETE THICKNESS &COMPRESSIVE STRENGTH, 6 x 4000 PSI
<br /> I I I ( I I COLUMN I I 7. SOIL BEARING PRESSURE 750 PSF.
<br /> ��� I I I I ARM � � S. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY
<br /> 7 GAGE I ( I I I WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
<br /> 48" SGL SIDE �/s"fD FOR � ! — LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
<br /> 3/4"PJGR860LT J � C - - - - � � - - - - �
<br /> 51/s"Xs 1/8" {6) PER BASE TO COLUMN I I I I INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN
<br /> 3/16"THK. PLATE ��lt'-� I I I I CLEAR, LEGIBLE PRINT. , #
<br /> II �P I �� I I I I I I I 9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
<br /> ��g�� 10, ALL WELDING PERFORMED IN THE SHOP OF AN APPR�VED FABRICATOR BYAWS
<br /> � 2�1 2�� I I I I I I — ^ ^ CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS, IF '
<br /> >
<br /> $ 1 $" I � � 3/16" o o � � C - - - �1 I_.� - - - - � ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. �
<br /> � � Q 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18° BETWEEN
<br /> � " �-2-1/2"� I I I I I I
<br /> �' � ' „ �� I I ( I BASE � � TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. �
<br /> HORIZ. & DIAG. BRACE MEMBER I I � � 12. SHIMS MAY BE USED UNDER THE BASE PLATE TO MAINTAIN THE PLUMBNESS OF THE STORAGE RACK. Q
<br /> - - - - 16" THK. 13, THE SHIMS SHALL BE MADE OF A MATERIAL THAT MEETS OR EXCEED THE DESIGN BEARING STRENGTH
<br /> � _ — - _..
<br /> � _ _ _ (LRFD) OR ALLOWABLE BEARING STRENGTH (ASD) OF THE FLOOR.
<br /> NOTES: 14. THE SHIM SIZE AND LOCATION UNDER THE BASE PLATE SHALL BE EQUAL TO OR GREATER THAN THE 4
<br /> USE @ ALL SGL SIDED STRUCTURAL BASE TO COLUMN LOCATIONS. NOTES: REQUIRED BASE PLATE SIZE AND LOCATION. �
<br /> ATTACH W/ 3/4"� GR 8 BOLTS COLUMN TO BASE. USE @ ALL BRACE LOCATIONS TYP. 15. SHIMS SHALL BE INTERLOCKED OR WELDED TOGETHER IN A FASHION THAT CAN TRANSFER ALL THE � T
<br /> DESCRIPTION BASE: STRUCTURAL DESCRIPTION COLUMN: STRUCTURAL DESCRIPTION HORIZ. BRACE DESCRIPTION DIAG. BRACE SHEAR FORCES AT THE BASE.
<br /> MATERIAL WH�� X 18�' MATERIAL W8" X 1$�' MATERIAL L2-1/2" X 2-1/2" X 3/1 C'� MATERIAL 2" X 7 GA STRAP 16, BENDING IN THE ANCHOR ASSOCIATED WITH SHIMS OR GROUT UNDER THE BASE PLATE SHALL BE a�0
<br /> NOT A DEPICTI4N OF THIS PROJECT CONSIDERED IN THE DESIGN OFTHEANCHOR BOLTS. � �
<br /> STEEL YIELD ASTM A572, Fy=50,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI 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 � O
<br /> 3 4 5 DEFICIENCIES OR IRREGULARITIES. IT IS THE RESPONSIBILITY OF THE OWNER, USER, �
<br /> PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO NOTIFY SED, INC IN �, �
<br /> WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES. � � �
<br /> 18. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN
<br /> � "8° HEREIN TO NOTIFY SED, INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE. m �
<br /> THIS INCLUDES SUCH OCCURRENCES SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM � �
<br /> „ _ _ = FORKLIFT OR HEAVY MACHINERY, IMPACT FROM DROPPED LOADS ON THE SYSTEM, DAMAGE � �tl
<br /> BASE PLATE F.F. TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER OF THE PRODUCT MUST �
<br /> NOTIFY SED, INC IN WRITWG SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE � 61 �
<br /> TOP VIEW PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO \ \ \ W
<br /> 3"x 5.7# MAINTAIN THE SAFETY AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. \� O
<br /> 2 1/2" STRUCT. I-BEA 19. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN 1� O
<br /> 2 3J8 � �� BASEPLATE F.F. O. .L. TO REPAIR OFi REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. �
<br /> 2 DEGREE PITCH
<br /> 20.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM � ►�
<br /> 1 1�2�� L�" BYASSURING PROPER OPERATIONAL, HOUSE KEEPING AND MAINTENANCE �
<br /> I 1 1/4" �� Q
<br /> � � 09�16�� MIN. EMBED. PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING: � U
<br /> MIN. E BED. a. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. � � \ uj
<br /> 7 1/2" /16" � 1�2° -------- o b. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD 1,� Z .
<br /> -�rr� �
<br /> A SIDE VIEW THE AFFECTED AREA AND REPLACE OR REPRIR ANY DAMAGED COLUMNS, BEAMS, �
<br /> � � � � OR OTHER STRUCTURAL COMPONENTS. � �
<br /> c. REQUIRE AL�PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. �
<br /> ���� 5�8�� d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS W
<br /> SECTION A-A IN PROPERLYSTACKED AND STABLE POSITION. � Q
<br /> e. REC�UIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. � _
<br /> �8�' f. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST � �
<br /> POSITION, UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. � 3
<br /> g. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE l (� ��
<br /> NOTES: NOTES: TO THE STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR v ` �4
<br /> USE @ ALL ARM LEVELS TYP. CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO HEAVY MACHINERYARE IN USE
<br /> ALL LOADS TO BE EVENLY DISTRIBUTED OVER ALL ARMS. NO TIP LOADING ALLOWED. � ENSURE REQUIRED EMBEDMENT IS OBTAINED. y
<br /> DESCRIPTION 3" STRUCTURAL ARM DESCRIPTION HILTI KWIKBOLT TZ ANCHOR W
<br /> MATERIAL S3 X 5.7# NOTES: SEE NOTE # 4 ANCHOR DETAILS AND PLACEMENT SIZE 5(8 � x 4 MIN. EMBED. NOTE: �
<br /> STEEL YIELD ASTM A572, Fy=50,000 PSI ATTACH W/ (4) 3/4" DIA. GR. 5 B4LTS. DESCRIPTION ANCHOR PLAN ESR# 1917 SEE NOTE #4 ABOVE FOR ANCHOR SPECS. �
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<br /> � �� LV-031219-9
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<br /> SIDE VIEW FRONT VIEW 2-1/2-" X 2-1/2" X 3/16"
<br /> 03/15/2019 SHEET NO.
<br /> T&Z Consulting Services,LLC SED 2 OF 2
<br /> NOTE: CANTILEVER RACK ELEVATIONS DESCRIPTION BRACE TO COLUMN C(�NNECTION WA COA Lic. No. 4010
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