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Plans (11) BUP2015 - 00253 1 2 3 ( 4 5 6 7 8 9 10 11 12 13 14 15 16 3 Ell - o IF IL 4 ! r�_ ADING DETAILS AUG 2 0 in+� �IaL r.�........... (� T 1 Allads OG be rY x1i5 tlbuted. C1TVV i l 1(A ii � A - .,�.mro BUILDI. 'C ' ., A a��1SION r idV f�10 1 V W lirFB ON RACKS — r7management ort all damage f 00 I L ACAtJ nONI ' �� y UM D . SO •ftP+esox a d+&for: B ff in doubt ahv"s contact the supplier 7319 SW KABLE LNn o P_ FIRMER— M8Xigt1m SW Lou N 91 Fairview Ave. Long Valley,NJ 07853 9 (�)ss9-1342 _ Clunk PORTLAND OR 97724 Www,trazIer.com Psamd rtnn.xx: 8 08%su Lh GENERAL NOTES: 14 C BOLTED CONNECTIONS UNLESS OTHERWISE NOTED N THIS SET OF C TYPICAL LOAD PLAQUE DRAWINGS: �� EACH PLAQUE SHALL HAVE AN AREA NOT LESS THAN 50 SQ. INCHES. 1 CON BOC ONS.LTED ONNECTIONS ARE BEARING TYPE 3 SEE INDIVIDUAL ELEVATION DRAWINGS FOR ACTUAL LOAD INFORMATION. 2. BOLTS ARE TO BE INSTALLED IN ALL HOLES OF g SEE LAYOUT DRAWINGS FOR LOCATIONS (DESIGNATED BY * SYMBOL). DRAWING INDEX THE CONNECTION AND BROUGHT TO A SNUG-TIGHT CONDITION (DEFINED AS THE 0 SHEET REV TITLE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE — JOINT ARE IN FIRM CONTACT, WHICH MAY BE LO00 - COVER SHEET (THIS SHEET) ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING LOO1 - RACK LAYOUT SCOPE OF WORK AN ORDINARY SPUD WRENCH). 3. IF BOLT INSPECTION IS CALLED OUT IN THE L002 - FLOOR PLAN LAYOUT CONTRACT DOCUMENTS, ALL BOLTED D L003 - TYPE A ELEVATION CONNECTIONS ARE TO BE INSPECTED AS BEARING D TYPE CONNECTIONS WITH SNUG-TIGHT BOLTS. L004 - TYPE B & BH ELEVATION CONFIGURATION CHANGES L005 - TYPE BH2 & C ELEVATION DESIGN CRITERIA DESIGN SPECIFICATIONS: 1. THIS SET OF FRAZIER DRAWINGS SHOWS ALL THE c sa 11- FABRICATION PERMISSIBLE CONFIGURATIONS OF THESE DESIGN CODE: ' FABRICATION BY FRAZIER INDUSTRIAL COMPANY (LOS COMPONENTS. OTHER CONFIGURATIONS MAY BE .�136. 8i ASCE/ANSI 7, FEMA 460, AISC/ANSI 360, ANGELES CERTIFIED FABRICATOR #1572; LA COUNTY PERMITTED UPON REVIEW BY A FRAZIER RM12012/ANSI MH16.1, 2014 L.A. COUNTY BLDG. CODE. CERTIFIED). ENGINEERING REPRESENTATIVE AND REVISION OF THESE DRAWINGS. THE SEISMIC DESIGN OF STEEL STORAGE RACK SHALL BE IN MATERIAL 2.ANY CHANGES TO THE CONFIGURATION OF THE ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2.6 RMI 2012. 1. STEEL - ALL CHANNEL SECTIONS: ASTM A572 RACK SYSTEM COMPONENTS INCLUDING GRADE 50, UNLESS NOTED OTHERWISE (UNO). RELOCATION OR REMOVAL OF SHELF BEAMS OR EARTHQUAKE DESIGN DATA: ALL ANGLE & PLATE SECTIONS: ASTM A36. ANY OTHER COMPONENTS WITHOUT PRIOR SS = 0.967 g, S, = 0.420 g, Fa = 1.11 , F„ = 1.580 2. ALL BOLTS TO CONFORM TO THE MATERIAL, APPROVAL FROM FRAZIER ENGINEERING E CROSS AISLE FRAME R = 4.0, DOWN AISLE FRAME R = 6.0 (RMI 2.6.3) CHEMICAL AND STRENGTH REQUIREMENTS OF DEPARTMENT IS NOT PERMITTED. ANY SUCH E CROSS AISLE FRAME Cd = 3.5, DOWN AISLE FRAME Cd = 5.5 ASTM A449. (ALTERNATIVELY, BOLTS MEETING THE CHANGES FROM ORIGINALLY DESIGNEDCONFIGURATION COULD CAUSE COLLAPSE OF THE SITE CLASS D REQUIREMENTS OF SAE J429 GRADE 5 MAY BE STRUCTURE IMPORTANCE FACTOR = 1.0 SUBSTITUTED.) NO PUBLIC ACCESS TO FACILITY 3. WELDING ELECTRODES - AWS E70-XX (ALL WELDS PALLETS F 3/8" OVERSTRENGTH FACTOR = fro = 2 SINGLE PASS FILLET WELDS DESIGNED AT 50% USE OF PALLET MATERIAL OR SIZE OTHER THAN 1" LOADS STRESS LEVELS) **ALL WELDING MUST BE DONE WHAT IS SPECIFIED IN THIS SET OF DRAWINGS COULD _ DEAD LOAD: RACK SELF IN AN APPROVED FABRICATOR SHOP; NO FIELD LEAD TO OPERATIONAL AND/OR STRUCTURAL WEIGHT - PALLET PRODUCT LOAD: WEIGHT LBS U.N.O. WELDING PERFORMED_ SPECIAL INSPECTION IS RACKING ISSUES. REQUIRED IF ANY FIELD WELDING IS PERFORMED. SCOPE OF WORK: EXPANSION ANCHORS OWNER USE AND MAINTENANCE INSTALL STORAGE RACKS AS SHOWN IN PLAN. 1. ALL ANCHORS SHALL BE ICC APPROVED FOR (Per RMI/ANSI MH16.1-2012 Specification for the Design, F SEISMIC SEPARATION: CRACKED CONCRETE. Testing and Utilization of Industrial Steel Storage Racks) 1. ALL CRANE/FORK TRUCK MATERIAL HANDLING 2. APPROVED ANCHORS ARE AS FOLLOWS: F EQUIPMENT OPERATORS ARE REQUIRED TO BE * POWERS FASTENER POWER-STUD SD+2 TRAINED BY FACILITY OWNER IN THE PROPER USE THE MINIMUM SEISMIC SEPARATION BETWEEN THE RACK STRUCTURE AND (ICC ESR-25021 OF THE HANDLING EQUIPMENT. BUILDING IS 4 INCHES IN THE CROSS AISLE DIRECTION AND 10 INCHES IN THE * SIMPSON STRONG BOLT 2 WEDGE ANCHORS 2.THE OWNER SHALL MAINTAIN THE STRUCTURAL DOWN AISLE DIRECTION. (ICC ESR-3037) INTEGRITY OF THE INSTALLED RACK SYSTEM BY * HILTI KWIK-BOLT TZ EXPANSION ANCHORS ASSURING PROPER OPERATIONAL, HOUSEKEEPING, (ICC ESR-1917) AND MAINTENANCE PROCEDURES INCLUDING, BUT 5 1/2" 3. MINIMUM DISTANCE FROM COLUMN LINE CONTROL NOT LIMITED TO, THE FOLLOWING: ' SPECIAL INSPECTION REQUIRED JOINT TO ANCHOR CENTERLINE: 8X ANCHOR a.PROHIBIT ANY OVERLOADING OF ANY State of Oregon StI>;L# DIAMETER. PALLET POSITION AND OF THE OVERALL t1F'dI S-psciatl Code RACK SYSTEM. SPECIAL INSPECTION b.REGULARLY INSPECT FOR DAMAGE. IF ❑ C� ,,:8 and R8lnforcing Steel PERIODIC SPECIAL INSPECTION FOR INSTALLATION OF DAMAGE IS FOUND, IMMEDIATELY UNLOAD BASEPLATE RS InstalNed in Concrete CONCRETE ANCHORS PER {CC REPORT. THE AFFECTED AREA AND A FRAZIER INDUSTRIAL COMPANYRT SUCH TO GCi SEE EXPANSION ANCHOR NOTES FOR DETAILS TOLERANCES REPRESENTATIVE.❑ Special Moment-Resisting Cancrete Frame❑ PROF 1. DOWN-AISLE PLUMB = 1/4"/ 10 ft, 3/8" MAX. c.REQUIRE ALL PALLETS TO BE MAINTAINED 2. CROSS-AISLE PLUMB = 1/4"/ 10 ft, 3/8"ES MAX. IN GOOD, SAFE, OPERATING CONDITION. BOXED POST IF ,`�, S'j Reinir".. Steel Prestressing Steel Tendons �5 �NGINEFR O� 3. RELATION OF POST TO GRID = 1/8" MAX., BOTH d. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT APPLICABLE ❑ Structural Welding �� 88 7PE 9! DIRECTIONS, NON-CUMULATIVE. MEMBERS IN A PROPERLY STACKED AND STABLE POSITION. - ❑ High-Strenght Bolting FLOOR INFO e.REQUIRE THAT ALL GOODS STORED ON E C3 Sfnit}131 Meson 1. SLAB THICKNESS = 6" MIN. EACH PALLET BE PROPERLY STACKED AND Masonry y, jt/ 2. SOIL BEARING = 500 PSF MIN. STABLE. I (2) 01/2" X 5 1/2" FLOOR ANCHORS 2 OREGON o* /` 3. COMPRESSIVE STRENGTH OF CONCRETE = 4,000 f. PROHIBIT DOUBLE-STACKING OF ANY PER BASE PLATE ❑ Reinfcrcad Gypsum Concreta 9�' �'pC►-1 11 PSI MIN. y tJ PALLET POSITION, INCLUDING THE 1 FLAT WASHER PER ANCHOR '9N af31SSQ� 4. SLAB CONTAINS SUPPLEMENTARY REINFORCING TO TOP-MOST POSITION, UNLESS THE RACK ( ) ❑ Insulating Concrete Fill CONTROL SPLITTING. SYSTEM IS SPECIFICALLY DESIGNED FOR H i ' SUCH LOADING. H 0 ❑ ed Fire-Resistive Materials E)(PIRES:12131/2015 SEALED DRAWINGS g.ENSURE THAT THE RACKS ARE NOT ° THE SEALING OF DRAWINGS IS FOR STRUCTURAL MODIFIED OR REARRANGED IN A MANNER (NOT TO SCALE.) ~ ° t ❑ Pkigs,Drilled Piers and Caissons REVIEW ONLY. OTHER INFORMATION INCLUDING, BUT NOT WITHIN THE ORIGINAL DESIGN NOTE: ANCHOR BOLTS ARE NOT I ° ° { AUG 1 3 NOT LIMITED TO, EGRESS, FIRE'PROTECTION, ROOFING, CONFIGURATIONS AS SHOWN ON THIS SET TO BE OVER-TORQUED BY 4 ° ° j ❑ ShcicrLte SIDING, ETC. ARE NEITHER REVIEWED NOR APPROVED. OF DRAWINGS. IMPACT WRENCHES, AS THE E•.� a z 4J ° i' , ❑ Special Gradin�, Excavation and Flung TORQUE MUST BE ACCURATE ` C° CITY OF TIGARD — AND N FULL ACCORDANCE WITH �`,`Q ° a ° G ❑ Smoke-control 777;2r;V REVIEWED FOR CODE COMPLL4NCE D ONE THE MANUFACTURER'S LISTED y Inspections A roved: '"r INSTALLATION TORQUE [FT-LBF] `� c ❑ (?tiler f,�s PP t LISTED IN THE ANCHOR ESR °� ° ;� INDUSTRIAL COMPANY REPORT. OTC: i j LONG VALLEY, NEW JERSEY Permit#: OQP22*5--06__��S TME ECEIVE Address: -7319-5,0 �L.�y COVER SHEET ANCHOR BOLT EMBEDMENT DETAILSn Site#: By: Date$* a ICC APPROVED CRACKED-CONCRETE LIP SEE EXPANSION ANCHOR NOTES FOR DETAILS CUSTOWRA'i� _ OFFICE IOPY QUALITY CUSTOM DIST. 7319 SW KABLE LN PORTLAND, OR 97224 E/ DRANK BY (XD BY }.� APP BY SCALE K f� - THIS DRAWING IN DESIGN AND DETAILS IS THE PROPERTY OF TOLERANCE ON: ATP _CA Q S 9!� -NOT TO SCALE- r` THE FRAZIER INDUSTRIAL COMPANY AND IS SUBMITTED FOR FEET t1/8" DAM DATE DALE PLOT NO. CONFIDENTIAL INSPECTION. IT IS NOT TO BE COPIED OR USED INCHES ft/16" DECIMALS 1.001 7/13/2015 07/28/15 [NOT USED] IN ANY MANNER DETRIMENTAL TO THE INTERESTS OF ANGLES t1' I Size I Pro*t No. Sheet No, — 00 Revision FRAZIER INDUSTRIAL COMPANY. UNLESS OTHERWISE SHOWN REV DESCRIPTION BY CHKD APPD DATE DWG N0: D 15F261 1 L0 - SBORD—D (2014-08)1 I 2 3 l 4 ( 5 ( 6 ( 7 ( 8 9 10 11 12 13 I A14 � 15 16 Filename: D-15F26114000.dwg Lost saved: 7/28/2015 10:41:53 AM by: cmoandal; Plotted: 7/28/2015 10:57.42 AM by: cod moandal 1 2 I 3 4 5 6 7 I 8 9 10 ( 11 ( 12 I 13 14 I 15 16 25 24 23 22 21 2Q 19 18 v 1 Ln rn ' A A 0 s rt � Com' 4l t0 d N co i CJ CJ 0 rn 0 c,+ � B B 0 o (� DOCK D00 S DOC DOORS - - - — LT 7 __ �__.____ _- _ 1 .) ALL DOWN-AISLE RACK DIMENSIONS ARE TO CENTERLINE OF RACK COLUMNS. _ 2.) ALL CROSS-AISLE RACK DIMENSIONS ARE TO THE FACE OF RACK COLUMNS. 3.) VERIFY ALL COLUMN, BUILDING AND RACK DIMENSIONS. - co C 4.) ALL BUILDING COLUMNS ARE SHOWN 8" X 8" 5.) ANCHOR ALL RACK COLUMNS. C T+ iE = 6.) MAINTAIN MINIMUM 4" CLEAR IN CROSS AISLE DIRECTION FROM RACK TO o `I BUILDING STRUCTURE. 7.) MAINTAIN MINIMUM 10" CLEAR IN DOWN AISLE DIRECTION FROM RACK TO Ca. SCOPE OF O K BUILDING STRUCTURE. ; SEE L002 _ . IJ D m D I = m j , in _ � i E ' SCOPE OF WORK E l SEE L002 22 0 - - SCOP OF WORK - I SEE L002 _ I E -..- _ I, - - ' O - — L d a of a uo n > 0 0 C 0 0 0 i d 'l ' W Q _ 0 � I CIO \ i '^s Ci ED PROF U U U U U j � GIN-, o E m 88 77PE r 0 M M U W Q W H - — yqN N N�� H ADRIVEw _-- elsso �- I DRI IN ORS DRIVE l 0OR DRIVE N DO S D VE IN OR 4 EXPIRES:12/31/2015 i i AUG 13 2015 D p \—CENT-q' ALK EENTEWWAiK CENTER WALK — f ON ENiR;`( ON tNTa`' i! � t' y INDUSTRIAL COMPANY GENERAL NOTES: i LONG VALLEY, NEW JERSEY ,J BOLTED CONNECTIONS UNLESS OTHERWISE NOTED IN THIS SET OF DRAWINGS: EC E I V E n 1. ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS. RACK LAYOUT 2. BOLTS ARE TO BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TOA y�� •� _,.; SNUG—TIGHT CONDITION (DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE SCOPE OF WORK JOINT ARE IN FIRM CONTACT, WHICH MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT OWNER USE AND MAINTENANCE WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH). (Per RMI/ANSI MH16.1-2012 Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks) 3. IF BOLT INSPECTION IS CALLED OUT IN THE CONTRACT DOCUMENTS, ALL BOLTED 1. ALL CRANE/FORK TRUCK MATERIAL HANDLING EQUIPMENT OPERATORS ARE REQUIRED TO BE TRAINED BY FACILITY OWNER CUSTOMER CONNECTIONS ARE TO BE INSPECTED AS BEARING TYPE CONNECTIONS WITH SNUG—TIGHT IN THE PROPER USE OF THE HANDLING EQUIPMENT. QUALITY BOLTS. 2.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE INSTALLED RACK SYSTEM BY ASSURING PROPER CUSTOM DIST. CONFIGURATION CHANGES OPERATIONAL, HOUSEKEEPING, AND MAINTENANCE PROCEDURES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. THIS SET OF FRAZIER DRAWINGS SHOWS ALL THE PERMISSIBLE CONFIGURATIONS OF THESE a.PROHIBIT ANY OVERLOADING OF ANY PALLET POSITION AND OF THE OVERALL RACK SYSTEM. 7319 SW KABLE LN COMPONENTS. OTHER CONFIGURATIONS MAY BE PERMITTED UPON REVIEW BY A FRAZIER 6-REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPORT PORTLAND, OR 97224 ENGINEERING REPRESENTATIVE AND REVISION OF THESE DRAWINGS. SUCH TO A FRAZIER INDUSTRIAL COMPANY REPRESENTATIVE. 2.ANY CHANGES TO THE CONFIGURATION OF THE RACK SYSTEM COMPONENTS INCLUDING C.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. ORAYM BY aco By APP BY SCALE K RELOCATION OR REMOVAL OF SHELF BEAMS OR ANY OTHER COMPONENTS WITHOUT PRIOR d.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN A PROPERLY STACKED AND TOLERANCE ON: K APPROVAL FROM FRAZIER ENGINEERING DEPARTMENT IS NOT PERMITTED. ANY SUCH CHANGES STABLE POSITION. THIS DRAWING IN DESIGN AND DETAILS IS THE PROPERTY OF ATP —CA 1/16"=1'—O" FROM ORIGINALLY DESIGNED CONFIGURATION COULD CAUSE COLLAPSE OF THE STRUCTURE. e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET BE PROPERLY STACKED AND STABLE. THE FRAZIER INDUSTRIAL COMPANY AND IS SUBMITTED FOR FEET //6" DATE DATE DATE PLOT No. f. PROHIBIT DOUBLE—STACKING OF ANY PALLET POSITION, INCLUDING THE TOP—MOST POSITION, UNLESS THE RACK INCHES 11/16" SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. CONFIDENTIAL INSPECTION. IT IS NOT TO BE COPIED OR USED DECIMALS 1.001 l l Q7hHII J [ ] PALLETS 7 16 2015 NOT USED USE OF PALLET MATERIAL OR SIZE OTHER THAN WHAT IS SPECIFIED IN THIS SET OF DRAWINGS g,ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN IN ANY MANNER DETRIMENTAL TO THE INTERESTS OF ANGLES t1" si:. Project No. st..t No. RwMton COULD LEAD TO OPERATIONAL AND/OR STRUCTURAL RACKING ISSUES. CONFIGURATIONS AS SHOWN ON THIS SET OF DRAWINGS. FRAZIER INDUSTRIAL COMPANY. UNLESS OTHERWISE SHOWN REV DESCRIPTION BY CHKD APPD DATE DWG NO: D— 15F2611 — L001 — SBORD—D (2013-05)1 2 filename: D-15F2611—L001.dwg Last saved: 7/2$/2015 10:46:03 AM by. cmaandal; Plotted: 7/28/2015 10:58:05 AM by: Carl moandal 1 2 ( 3 I 4 I 5 6 I 7 8 9 10 11 12 13 14 15 16 0 v 1 T N 1 O A NA 1 25 24 23 22 21 2Q 19 18 J{ 96" co 48" 54" 48" 125" v- N W - N l 715 SII rf 7 U, V �y CV I I B I i U O N iEl 3 D L0 � j 1 r1r a NOTES : - N O I I I I 6 I t 3 I?) co G 1 .) ALL DOWN—AISLE RACK DIMENSIONS ARE TO CENTERLINE OF RACK COLUMNS. G E o K� t� 2.) ALL CROSS—AISLE RACK DIMENSIONS ARE TO THE FACE OF RACK COLUMNS. 3 CD o 3.) VERIFY ALL COLUMN, BUILDING AND RACK DIMENSIONS. _ I 4.) ALL BUILDING COLUMNS ARE SHOWN 8" X 8" a 1 ( m I 54 48 48 54 48 5.) ANCHOR ALL RACK COLUMNS. 48 — II I I 6.) MAINTAIN MINIMUM 4 CLEAR IN CROSS AISLE DIRECTION FROM RACK TO = BUILDING STRUCTURE. Q 14$" 6" TO 7.) MAINTAIN MINIMUM 10" CLEAR IN DOWN AISLE DIRECTION FROM RACK TO I LC, WALL BUILDING STRUCTURE. i i 2 g E D53 13/16 I I _ cry Go _ E c> _ E 24" - M+N t+7 I 4 It7 t0 LU 0 0 0 0 0 0 E r > I I I I II 3 i E U ER U O O O O u7 i 117 U U U O F - > � Q ` F i - - ---- I --- IILn � I a i m m I l O v i i 1 120 i N m LO {I 144 3J8" S = G G I ( 6' 1120" 6" 120" I ��6 I I -_ 10 m I 102" 102" 102" CV Q3 I r 0 P P OFEss `c��� �laINEF� /�2 . e F v v � 7PE 886 'r H DRIVE IN DOORS DRIVE IN DOORS DRIVE IN DOORS DRIVE IN DOORS 6" TO ` H WALL - �,Q OREGONfl��fit y'9N BISS�� EXPIRES:12131/2015 _ D D AUG 13 2015 INDUSTRIAL COMPANY GENERAL NOTES: LONG VALLEY, NEW JERSEY ,j BOLTED CONNECTIONS ""E UNLESS OTHERWISE NOTED IN THIS SET OF DRAWINGS: E C E I V E 1. ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS. FLOOR PLAN LAYOUT 2. BOLTS ARE TO BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TOA .:Lii SNUG—TIGHT CONDITION (DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE OWNER USE AND MAINTENANCE JOINT ARE IN FIRM CONTACT, WHICH MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH). (Per RMI/ANSI MH16.1-2012 Specification for the Design, Testing and Utilization of Industrial Steel Storage Rocks) 3. IF BOLT INSPECTION IS CALLED OUT IN THE CONTRACT DOCUMENTS, ALL BOLTED 1. ALL CRANE/FORK TRUCK MATERIAL HANDLING EQUIPMENT OPERATORS ARE REQUIRED TO BE TRAINED BY FACILITY OWNER CUSTOMER CONNECTIONS ARE TO BE INSPECTED AS BEARING TYPE CONNECTIONS WITH SNUG—TIGHT IN THE PROPER USE OF THE HANDLING EQUIPMENT. BOLTS. 2.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE INSTALLED RACK SYSTEM BY ASSURING PROPER QUALITY CUSTOM DIST. CONFIGURATION CHANGES OPERATIONAL, HOUSEKEEPING, AND MAINTENANCE PROCEDURES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: 1. THIS SET OF FRAZIER DRAWINGS SHOWS ALL THE PERMISSIBLE CONFIGURATIONS OF THESE a.PROHIBIT ANY OVERLOADING OF ANY PALLET POSITION AND OF THE OVERALL RACK SYSTEM. 7319 SW KABLE LN COMPONENTS. OTHER CONFIGURATIONS MAY BE PERMITTED UPON REVIEW BY A FRAZIER b.REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPORT ENGINEERING REPRESENTATIVE AND REVISION OF THESE DRAWINGS. SUCH TO A FRAZIER INDUSTRIAL COMPANY REPRESENTATIVE. PORTLAND, OR 97224 2. c.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. cm CHANGES TO THE CONFIGURATION OF THE RACK SYSTEM COMPONENTS INCLUDING oRAwN BY aBy APP BY scAE Kd.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN A PROPERLY STACKED AND K RELOCATION OR REMOVAL OF SHELF BEAMS OR ANY OTHER COMPONENTS WITHOUT PRIOR TOLERANCE ON: y� 3 32"-1'_a" APPROVAL FROM FRAZIER ENGINEERING DEPARTMENT IS NOT PERMITTED. ANY SUCH CHANGES STABLE POSITION. THIS DRAWING IN DESIGN AND DETAILS IS THE PROPERTY OF ATP —CA III FROM ORIGINALLY DESIGNED CONFIGURATION COULD CAUSE COLLAPSE OF THE STRUCTURE. e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET BE PROPERLY STACKED AND STABLE. THE FRAZIER INDUSTRIAL COMPANY AND IS SUBMITTED FOR FEET ±1/8 DATE DATE DATE PLOT No. f. PROHIBIT DOUBLE—STACKING OF ANY PALLET POSITION, INCLUDING THE TOP—MOST POSITION, UNLESS THE RACK CONFIDENTIAL INSPECTION. IT IS NOT TO BE COPIED OR USED INCHES ±1/16" PALLETS DECIMALS ±.001 7/16/2015 07/28/15 [NOT USED] SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING, IN ANY MANNER DETRIMENTAL TO THE INTERESTS OF USE OF PALLET MATERIAL OR SIZE OTHER THAN WHAT C SPECIFIED IN THIS SET OF DRAWINGS g,ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN ANGLES ±1' size Prolsct No Stitt Na Revleion COULD LEAD TO OPERATIONAL AND/OR STRUCTURAL RACKING ISSUES. CONFIGURATIONS AS SHOWN ON THIS SET OF DRAWINGS. FRAZIER INDUSTRIAL COMPANY. UNLESS OTHERWISE SHOWN REV DESCRIPTION BY CHKD APPD DATE DWG NO: D- 15F261 1 — L002 — SBORD n (2013-05)1 ( 2 3 , 4 5 6 7 ( 8 I 9 ( 10 ( 11 I 12 13 I 14 15 ( 16 Filename: D-15F2611—L002.dwg Last saved: 7/28/2015 14:56:43 AM by: cmaondal; Plotted: 7/28/2015 14:58:31 AM by: Carl moandal _ 2 I 3 4 5 6 7 8 9 10 11 1213 14 0 I � ( 15 16 07103 07104 A 00203 00109 A 6 s — OR rt 6 ' a 48„ 48" E-F001 :— 5" 40" 40" 5" N LOAD LOAD :LOAD LOAD 0 w � B 251 251 B 238 1/2" OVERHEAD CLEAR OVERHEAD CLEAR 241" . r------------, r--i---------� TOP OF TOP LOAD @REAR TOP OF TOP LOAD @ AISLE I 1 — i 2 i i 2 I I I I I N N Q I° 1900# MAX 1' 1900# MAX I00i — `� © 1500# AVG 1500# AVG I I I I C t t t I 196 1 2" I t 1 t �7 WASHERS / 3 ,_--=='�--=--'� k--== --=--'� 196 - - I00 I I I I a C TOP OF TOP CART @ AISLE FLAT WHEELS C CxD (STD DUTY CARTS) � I 1 - i i i t - GLIQE—IN CART ASSEMBLY NOTES: 1- WHEN SHIMMING WHEELS FOR PROPER CART — t I I I OPERATION, PLACE THE REQUIRED NUMBER OF I I I I WASHERS ON THE WHEEL SIDE OF THE CART. o (WASHERS ARE NOT REQUIRED ON THE NUT SIDE.) cs� 2.USE SPLIT LOCK WASHERS TO SHIM ONLY THE 1900# MAX t I 1900# MAX I FRONT WHEELS OF THE SDLV100 CART (STD DUTY, U °O 1500# AVG I 11500# AVG t 40" LEVEL, LOWEST CART). ALL OTHER Cl CART D WHEELS ARE TO BE SHIMMED WITH FLAT WASHERS. t I t t 3.IT IS BEST TO COMPLETE ONE SECTION AS EARLY D AS SIDE FACING AISLE NUMBER POSSIBLE DRS FOR EEACH WHEELTHE . THIS cv VARY GREATLY, AND THERE IS NO SET RULE FOR NOTES: WHAT IS REQUIRED. AS A RULE OF THUMB, THE 1st CART WILL USUALLY REQUIRE (1) WASHER PER 97" _ _ — J 1.) THIS GLIDE—IN SYSTEM HAS BEEN DESIGNED FOR A WHEEL, THE 2nd CART (2) WASHERS PER WHEEL, I` STANDARD GMA PALLET AS SHOWN. IF THE PALLETS AND THE 3rd CART (3) WASHERS PER WHEEL. FOR TO BE USED IN THE SYSTEM DO NOT MATCH THE 5–DEEP SYSTEMS WITH A 4th CART, START WITH _ PALLET SHOWN PLEASE CONTACT FRAZIER IND. CO. (3) WASHERS PER WHEEL. �____________� r______–____ � 4.WHEN A CART IS INSTALLED IN A COMPLETED BAY 1 I i 1 IMMEDIATELY. WITH ALL BEAMS AND TRACKS TIGHT, PUSH THE 1 i I CART TO ONE SIDE; ON THE OPPOSITE SIDE, THE I I I I I I I t 2.} THIS GLIDE—IN SYSTEM HAS BEEN DESIGNED TO RESULTING GAP BETWEEN THE OUTSIDE OF THE E t 1 I 1 PUSH BACK THE PREVIOUSLY LOADED CART BY WHEEL AND THE WEB OF THE TRACK SHOULD BE E PUSHING PRODUCT AGAINST PRODUCT. I I I I ABOUT 1/4"- TO GET THE DESIRED CAP, IT MAY I` NECESSARYBE OVARY HF 1 0 I I 0 I If - �w WASHERS PER WHTHE ENUMBER MAY VARY I 1900# MAXI I 1900# MAX I t� co x FROM ONE SIDE OF THE CART TO THE OTHER, O AND/OR BETWEEN FRONT AND BACK WHEELS. 00 (D I 1500# AVG I t 1500# AVG I m CARTS WILL SEEK THEIR OWN CENTER IN THE t t 1 TRACKS. I I 1 I I I 1 1 1 f 1 1 t I I J 1 t 1 t I I 1 I I I I I 6'-----_'�'----- ---- -----�'J TYPE—A GLIDE—IN BEAM PART Nos. & ELEVATIONS TRACKS ELEVATIONS TRACKS CARTS BAY SIZE BEAM PART No. 1 st 2nd DESCRIPTION PART No. DESCRIPTION PART No. 94" ENTRY 1 05028 97" 1196» RH TRACK I 05210 1st CART I 00461 BTWN BPS 96" CLEAR INTERIOR 1 I 05029 95 3/8" 1 194 3/8" LH TRACK I 05211 G G 2" 96" 2 S3 13/16" 48„ REAR I 05030 96 5/8" 1 195 5/8" PALLET STOPI 05302 CLR BAY 100" 101 13/16" — PRO� IN FRONT VI EW SIDE VIEW 886 7PE 9r H TYPE A TYPE A H 2 DEEP GI 2D GI OREGON STD BLUE/STD ORANGE STD BLUE/STD ORANGEECEIE 9�ygN BISS���� v u 3 �, S.j2j31/2015 EXPiRE� D AE AUG 13 2015 INDUSTRIAL COMPANY GENERAL NOTES: LONG VALLEY, NEW JERSEY j BOLTED CONNECTIONS 'RUE ,J UNLESS OTHERWISE NOTED IN HIS SET OF DRAWINGS: NOTE : TYPE A 1. ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS. T 2. BOLTS ARE TO BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TOA E INDICATE EXISTING N N I REFERENCE V 08174024 ELEVATIONS SNUG—TIGHT CONDITION (DEFINED AS THE TIGHTNESS THAT EXISTS WHEN HE PLIES OF THE OWNER USE AND MAINTENANCE JOINT ARE IN FIRM CONTACT, WHICH MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR HE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH). (Per RMI/ANSI MH16.1-2012 Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks) — 3. IF BOLT INSPECTION IS CALLED OUT IN HE CONTRACT DOCUMENTS, ALL BOLTED 1. ALL CRANE/FORK TRUCK MATERIAL HANDLING EQUIPMENT OPERATORS ARE REQUIRED TO BE TRAINED BY FACILITY OWNER CUSTOMER — CONNECTIONS ARE TO BE INSPECTED AS BEARING TYPE CONNECTIONS WITH SNUG—TIGHT IN HE PROPER USE OF HE HANDLING EQUIPMENT. QUALITY CUSTOM DIST. BOLTS. 2.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE INSTALLED RACK SYSTEM BY ASSURING PROPER CONFIGURATION CHANGES OPERATIONAL, HOUSEKEEPING, AND MAINTENANCE PROCEDURES INCLUDING, BUT NOT LIMITED TO, HE FOLLOWING: 1. THIS SET OF FRAZIER DRAWINGS SHOWS ALL THE PERMISSIBLE CONFIGURATIONS OF THESE a•PROHIBIT ANY OVERLOADING OF ANY PALLET POSITION AND OF HE OVERALL RACK SYSTEM. 7,319 SW KABLE LN COMPONENTS. OTHER CONFIGURATIONS MAY BE PERMITTED UPON REVIEW BY A FRAZIER b.REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPORT ENGINEERING REPRESENTATIVE AND REVISION OF THESE DRAWINGS. SUCH TO A FRAZIER INDUSTRIAL COMPANY REPRESENTATIVE. PORTLAND, OR 97224 c.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE OPERATING CONDITION. 2.ANY CHANGES TO THE CONFIGURATION OF THE RACK SYSTEM COMPONENTS INCLUDING DRAWN BY cxo BY APP BY SCAB K RELOCATION OR REMOVAL OF SHELF BEAMS OR ANY OTHER COMPONENTS WITHOUT PRIOR &ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN A PROPERLY STACKED AND TOLERANCE ON: K y� STABLE POSITION. THIS DRAWING IN DESIGN AND DETAILS IS THE PROPERTY OF ATP —CA 0!l 3j8"=1'-0" APPROVAL FROM FRAZIER ENGINEERING DEPARTMENT 15 NOT PERMITTED. ANY SUCH CHANGES e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET BE PROPERLY STACKED AND STABLE. THE FRAZIER INDUSTRIAL COMPANY AND IS SUBMITTED FOR FEET tt/8" FROM ORIGINALLY DESIGNED CONFIGURATION COULD CAUSE COLLAPSE OF THE STRUCTURE. INCHES t1 16" DATE DATE DATE PLOT No. CONFIDENTIAL INSPECTION. IT IS NOT TO BE COPIED OR USED f. PROHIBIT DOUBLE–STACKING OF ANY PALLET POSITION, INCLUDING THE TOP–MOST POSITION, UNLESS THE RACK / PALLETS DECIMALS 1.001 7/16/2015 07/28/1 [NOT USED] SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. IN ANY MANNER DETRIMENTAL TO THE INTERESTS OF USE OF PALLET MATERIAL OR SIZE OTHER THAN WHAT IS SPECIFIED IN THIS SET OF DRAWINGS g.ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN ANGLES t1' s�. P-Jwt No. I Shoot No I Redslo" COULD LEAD TO OPERATIONAL AND/OR STRUCTURAL RACKING ISSUES. CONFIGURATIONS AS SHOWN ON THIS SET OF DRAWINGS. FRAZIER INDUSTRIAL COMPANY. UNLESS OTHERWISE SHOWN [REV DESCRIPTION BY CHKD APPD DATE DWG N0: D— 15F261 1 — L003 — _7 SBORD� (2013-05)1 1 2 1 3 ( 4 1 5 1 6 1 7 8 I 9 10 I 1 1 f 12 I 13 14 15 I 16 Filename: D-15F2611—L003.dwg Last saved: 7/28/2015 10:48:43 AM by: cmaandal; Plotted: 7/28/2015 10:58:50 AM by. cart maandal 1 2 3 I 4 I 5 I 6 I 7 8 I 9 I 10 I 11 I 12 I 13 14 I 15 ( 16 �1 0 0 I- A A a r 0 v, K R a CO LO N O t 0 00109 II B ; 48 48 48 !-— B �12, 4», 40 4 5, 40» 40 5 OR AD LOAD LOAD ! ' 3LOAD LOAD LOAD WASHERS 0 o FLAT WHEELS 0 (STD DUTY CARTS) CO 251 " 240 5/8' 240 5/8" OVERHEAD CLEAR 244 3f8" s? — TOP OF TOP LOAD @REAR GLIDE-IN CART ASSEMBLY NOTES. Lit �+ TOP OF TOP LOAD @AISLE `! '` TOP OF TOP LOAD @AISLE ! °! I , 1.WHEN SHIMMING WHEELS FOR PROPER CART ED NUMBER OF o C. �= 2 !° 2 .y �= WASHERS ON THE WH EL SIDETHE ROF THE CAR. C 1` 1900# MAX r - - o I 1900# MAX 1900# MAX I' ~ (WASHERS ARE NOT REQUIRED ON THE NUT SIDE.) 4 I 2.USE SPLIT LOCK WASHERS TO SHIM ONLY THE 00 C�j Q 00 FRONT WHEELS OF THE SDLV100 CART (STO DUTY, r, I° I .4- CD I I' �} LEVEL, LOWEST CART). ALL OTHER GI CART s ; 1500# AVG ; ; 1500# AVG 1500# AVG Oar _I WHEELS ARE TO BE SHIMMED WITH FLAT WASHERS. g I' I` ) I` r 3.IT IS BEST TO COMPLETE ONE SECTION AS EARLY �� I I' AS POSSIBLE TO DETERMINE THE APPROPRIATE CL_ 198 5/8�� '= IO 196" 198 5/8 j j, 196" SIDE FACING AISLE NUMBER OF WASHERS FOR EACH WHEEL. THIS CAN NOTES: VARY GREATLY, AND THERE IS NO SET RULE FOR TOP OF TOP CART @ AISLE E I° TOP OF TOP CART @ AISLE C WHAT IS REQUIRED. AS A RULE OF THUMB, THE -- 1st CART WILL USUALLY REQUIRE (1) WASHER PER 1.) THIS GLIDE-IN SYSTEM HAS BEEN DESIGNED FORA WHEEL, THE 2nd CART (2) WASHERS PER WHEEL, STAND RDUSEDMPALLET AS SHO NOT AS HE PALLETS ETS AND THE 3rd CART (3) WASHERS PER WHEEL. FOR TO BENHE 5-DEEP SYSTEMS WITH A 4th CART, START WITH PALLET SHOWN PLEASE CONTACT FRAZIER IND. CO. (3} WASHERS PER WHEEL. 4.WHEN A CART iS INSTALLED IN A COMPLETED BAY 00 I` I` 00 I I' IMMEDIATELY. WITH ALL BEAMS AND TRACKS TIGHT, PUSH THE D I` °I° I� I I' CART TO ONE SIDE; ON THE OPPOSITE SIDE, THE D 2.) THIS GLIDE-IN SYSTEM HAS BEEN DESIGNED TO RESULTING GAP BETWEEN THE OUTSIDE OF THE co j° { L0 j ; PUSH BACK THE PREVIOUSLY LOADED CART BY WHEEL AND THE WEB OF THE TRACK SHOULD BE 00 I° I` F_ I' I' PUSHING PRODUCT AGAINST PRODUCT. ABOUT 1/4". TO GET THE DESIRED GAP, IT MAY _ 00 11 BE NECESSARY TO VARY THE NUMBER OF -J I° 1 _ ! 1 1 I^ -mCSS WASHERS PER WHEEL. THE NUMBER MAY VARY _ p I' I` IV) D I` I° FROM ONE SIDE OF THE CART TO THE OTHER, _ 1900# MAX 1900# MAX 1900# MAX � �t Q I' l` I' AND/OR BETWEEN FRONT AND BACK WHEELS. 0') U tJ0 !` 1500# AVG ! _00 V °O I 1500# AVG 1500# AVG ! CARTS WILL SEEK THEIR OWN CENTER IN THE - I` TRACKS. TYPE—B GLIDE--1N BEAM PART Nos. & ELEVATIONS E `i` I° 97" 97" E ! !° TRACKS ELEVATIONS vZBAY SIZE BEAM PART No. 1st 2nd s256� ENTRY 97 196» — ;° , T » INTERIOR 1 05024 95» 194" ;` - �-LL_ ; 0 96 CLEAR 0 ; ' a 0 ~ INTERIOR 2 05025 96 5/8" 195 5/8" J X - < !° 1900# MAX !` J ! 1900# MAX 1900# MAX `! o F r I` 0f tea- i, i., m CN °Q o I 1500# AVG ! «, °° i' 1500# AVG 1500# AVG t F I ; REAR 9256 98' 197" i. !` !` 0" ! !° 0" TYPE—BH GLIDE—IN BEAM PART Nos. & ELEVATIONS TRACKS ELEVATIONS BAY SIZE BEAM PART No. 1st 2nd 5����GPNE F�ss� 0 F,p py 46" 94" ENTRY 05023 97» 196» `� 7zPE -sr BTWN BPS BTWN BPS48» CLEAR INTERIOR 1 05026 95» 194" 2 y oRl=torr INTERIOR 2 0502 96 5/8» 195 5/8" 2 48 2 2 96 2 48 54 48 ersso CLR BAY CLR BAY ' REAR 05023 98 1197» EXPIRES:12/31/2015 H 52" 100" 150" AUG '13 2015 H c/c c/c TRACKS CARTS FRONT VIEW FRONT V I EW_ SIDE V I E W EC E IVE DESCRIPTION PART No. DESCRIPTION PART No. D D TYPE BH TYPE B TYPES B & BH HALF BAY 3 DEEP GI 3 DEEP GI 3 DEEP GI - RH TRACK 05205 1st CART oo46i STD BLUE/STD ORANGE STD BLUE/STD ORANGE STD BLUE/STD ORANGE LH TRACK 05206 2nd CART o0462 INDUSTRIAL N AL EY, COM P R N Y GENERAL NOTES: i LONG VALLEY, NEW JERSEY BOLTED CONNECTIONS PALLET STOP 05302 t,TLE UNLESS OTHERWISE NOTED IN THIS SET OF DRAWINGS: 1. ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS. TYPE B CX. BH I 2. BOLTS ARE TO BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TOA N OTE : ELEVATIONS SNUG—TIGHT CONDITION DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE OWNER USE AND MAINTENANCE JOINT ARE IN FIRM CONTACT, WHICH MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH). (Per RMI/ANSI MH16.1-2012 Specification for the Design, Testing and Utilization of industrial Steel Storage Racks) 3. IF BOLT INSPECTION IS CALLED OUT IN THE CONTRACT DOCUMENTS, ALL BOLTED 1. ALL CRANE/FORK TRUCK MATERIAL HANDLING EQUIPMENT OPERATORS ARE REQUIRED TO BE TRAINED BY FACILITY OWNER E INDICATE EXISTING COMPONENT R E E E R E N C E J 0 B 0 8 E 4 0 2 CUSTOMER CONNECTIONS ARE TO BE INSPECTED AS BEARING TYPE CONNECTIONS WITH SNUG—TIGHT 2 ITNTHE PROPER USE OF HE OWNERS ALL MAINTAIN STRUCTURAL THE IN THE HANDLING TIALM INTEGRITY OF THE INSTALLED RACK SYSTEM BY ASSURING PROPER QUALITY CUSTOM DIST. BOLTS. OPERATIONAL, HOUSEKEEPING, AND MAINTENANCE PROCEDURES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: CONFIGURATION CHANGES FR a.PROHIBIT ANY OVERLOADING OF ANY PALLET POSITION AND OF THE OVERALL RACK SYSTEM. 7319 SW KABLE LN 1. THIS SET OF FRAZIER DRAWINGS SHOWS ALL THE PERMISSIBLE CONFIGURATIONS THESE b.REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPORT COMPONENTS. OTHER CONFIGURATIONS MAY BE PERMITTED UPON REVIEW 8Y A FRAZIER SUCH TO A FRAZIER INDUSTRIAL COMPANY REPRESENTATIVE. PORTLAND, OR 97224 ENGINEERING REPRESENTATIVE AND REVISION OF THESE DRAWINGS. c.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE OPERATING CONDITION. - 2.ANY CHANGES TO THE CONFIGURATION OF THE RACK SYSTEM COMPONENTS INCLUDING DRAwN By oKD BY APP er scuE K d.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN A PROPERLY STACKED AND K RELOCATION OR REMOVAL OF SHELF BEAMS OR ANY OTHER COMPONENTS WITHOUT PRIOR TOLERANCE ON: STABLE POSITION. THIS DRAWING IN DESIGN AND DETAILS IS THE PROPERTY OF ATP -CA Q 3/8'=1'-0" APPROVAL FROM FRAZIER ENGINEERING DEPARTMENT IS NOT PERMITTED. ANY SUCH CHANGES e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET BE PROPERLY STACKED AND STABLE. THE FRAZIER INDUSTRIAL COMPANY AND IS SUBMITTED FOR FEET f1/8 FROM ORIGINALLY DESIGNED CONFIGURATION COULD CAUSE COLLAPSE OF THE STRUCTURE. INCHES t1 16" DATE DATE PLOT No, DATE CONFIDENTIAL INSPECTION. IT IS NOT TO BE COPIED OR USED f. PROHIBIT DOUBLE—STACKING OF ANY PALLET POSITION, INCLUDING THE TOP—MOST POSITION, UNLESS THE RACK / PALLETS DECIMALS 1.001 7/16/2015 07128115 [NOT USED] USE OF PALLET MATERIAL OR SIZE OTHER THAN WHAT IS SPECIFIED IN THIS SET OF DRAWINGS SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. IN ANY MANNER DETRIMENTAL TO THE INTERESTS OF COULD LEAD TO OPERATIONAL AND OR STRUCTURAL RACKING ISSUES. g.ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN FRAZIER INDUSTRIAL COMPANY. ANGLES tt' Slze Project No Sheet N0. Revhion / CONFIGURATIONS AS SHOWN ON THIS SET OF DRAWINGS. UNLESS OTHERWISE SHOWN REV DESCRIPTION BY CHKD APPD D—DATE DWG N0: � 15172611 - L004 - SBORD-13 (2013-05)1 C 2 1 3 4 5 ( 6 7 8 9 ( 10 1 1 12 I 13 14 15 16 1 I Filename: D-15F2611—L004,dwg Last saved: 7/28/2015 10:50:24 AM by: cmaandal; Plotted: 7/28/2015 10:59:09 AM by: cart maandal 1 2 3 4 5 6 7 8 9 10 11 12 13 I 14 15 16 3 R o 00109 6" G A OR A 00109 4 1 2" E—F001 4 1/2" 40" OR 48" 5" 40" 40" 5" 48" LOAD LOAD LOAD LOAD LOAD G FOR C? 251 251 251 IV OVERHEAD CLEAR OVERHEAD CLEAR OVERHEAD CLEAR 238" 238" 238" sa TOP OF TOP LOAD @ REAR TOP OF TOP LOAD @ AISLE TOP OF TOP LOAD @ REAR 2 2 2 co i. 1900# MAX C� 1: 1900# MAX 1900# MAX i: 00 1500# AVG C) Ln t 1500# AVG 1500# AVG I: 0 1 11 TYP 196 ' 6 2 tr 190" T I "IX L iLn 07002 to C C BACK TO BACK TIE la I BUILDING COLUMN TYP QO :Z 1900# MAX 1: CD C� I _< .!. 1900# MAX 1900# MAX 00 CD 0-) CD 00 CD 1500# AVG 1500# AVG 1500# AVG 01001 2 TYP C11,1 C*1_j i 'fl D J, D it 92071 nl le TYP 97" It _T 11 11 11 .6" M Io 00 Lil E E 0 0 0 >< co >< CD 1900# MAX 1900# MAX 1900# MAX Cn CO 00 1500# AVG 1500# AVG 1500# AVG �102 o. 0" 111 i0 A_ 48 F F UPRIGHTS FACE TO CENTER OF THE COLUMN 47" 94" D PRO BTWN BP BTWN BPS GIN 2" 49" 2" 48" 1 2" 96" 2" 677 48" G CLR BAY CLR BAY G OREGON C% 53 100 ti SISSO C/C C/C EXPIRES:1M1/2015 FRONT V1 EW_ SIDE VIEW- FRONT VIES AUG 132015 SIDE VIEW TYPE BH2 BH2 TYPE C TYPE C HALF BAY SELECTIVE SELECTIVE RACK SELECTIVE RACK SELECTIVE RACK H STD BLUE/STD ORANGE STD BLUE/STD ORANGE STD BLUE/STD ORANGE STD BLUE/STD ORANGE mm" ECEIVE INDUSTRIAL COMPANY GENERAL NOTES: NOTE : LONG VALLEY, NEW JERSEY j BOLTED CONNECTIONS TITLE UNLESS OTHERWISE NOTED IN THIS SET OF DRAWINGS & C 1. ALL BOLTED CONNECTIONS ARE BEARING TYPE CONNECTIONS. E INDICATE EXISTING COMPONENT REFERENCE JOB # 081`4024 TYPE BH2 2. BOLTS ARE TO BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG—TIGHT CONDITION (DEFINED AS THE TIGHTNESS THAT EXISTS WHEN THE PLIES OF THE OWNER USE AND MAINTENANCE ELEVATIONS JOINT ARE IN FIRM CONTACT, WHICH MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT (Per RMI/ANSI MH16.1-2012 Specification for the Design. Testing and Utilization of Industrial Steel Storage Rocks) WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH). 3. IF BOLT INSPECTION IS CALLED OUT IN THE CONTRACT DOCUMENTS, ALL BOLTED 1. ALL CRANE/FORK TRUCK MATERIAL HANDLING EQUIPMENT OPERATORS ARE REQUIRED TO BE TRAINED BY FACILITY OWNER CUSTOMER IN THE PROPER USE OF THE HANDLING EQUIPMENT. CONNECTIONS ARE TO BE INSPECTED AS BEARING TYPE CONNECTIONS WITH SNUG—TIGHT 2.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE INSTALLED RACK SYSTEM BY ASSURING PROPER QUALITY CUSTOM DIST. BOLTS. OPERATIONAL, HOUSEKEEPING, AND MAINTENANCE PROCEDURES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: CONFIGURATION CHANGES a.PROHIBIT ANY OVERLOADING OF ANY PALLET POSITION AND OF THE OVERALL RACK SYSTEM. 7319 SW KABLE LN 1. THIS SET OF FRAZIER DRAWINGS SHOWS ALL THE PERMISSIBLE CONFIGURATIONS OF THESE b.REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND REPORT COMPONENTS. OTHER CONFIGURATIONS MAY BE PERMITTED UPON REVIEW BY A FRAZIER SUCH TO A FRAZIER INDUSTRIAL COMPANY REPRESENTATIVE. PORTLAND, OR 97224 ENGINEERING REPRESENTATIVE AND REVISION OF THESE DRAWINGS. C.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION. K 2.ANY CHANGES TO THE CONFIGURATION OF THE RACK SYSTEM COMPONENTS INCLUDING d.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN A PROPERLY STACKED AND DRAWIN BY CKID BY APPSY SCALE RELOCATION OR REMOVAL OF SHELF BEAMS OR ANY OTHER COMPONENTS WITHOUT PRIOR STABLE POSITION. THIS DRAWING IN DESIGN AND DETAILS IS THE PROPERTY OF TOLERANCE ON: ATP —CA Q S W 3/8"=l'—O" APPROVAL FROM FRAZIER ENGINEERING DEPARTMENT IS NOT PERMITTED. ANY SUCH CHANGES e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET BE PROPERLY STACKED AND STABLE. THE FRAZIER INDUSTRIAL COMPANY AND IS SUBMITTED FOR FEET ±1/8" DATE DATE DATE PLOT No. PALLETS DECIMALS ±.001 7/16/2015 07/28/15 FROM ORIGINALLY DESIGNED CONFIGURATION COULD CAUSE COLLAPSE OF THE STRUCTURE. f. PROHIBIT DOUBLE—STACKING OF ANY PALLET POSITION, INCLUDING THE TOP—MOST POSITION, UNLESS THE RACK CONFIDENTIAL INSPECTION. IT IS NOT TO BE COPIED OR USED SYSTEM INCHES ±1/16" [NOT USED] IS USE OF PALLET MATERIAL OR SIZE OTHER THAN WHAT IS SPECIFIED IN THIS SET OF DRAWINGS TSPECIFICALLY DESIGNED FOR SUCH LOADING.THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN IN ANY MANNER DETRIMENTAL TO THE INTERESTS OF ANGLES ±11' g.ENSURE I size'I Prot Na I Sh"t NaR.W. COULD LEAD TO OPERATIONAL AND/ORSTRUCTURAL RACKING ISSUES. CONFIGURATIONS AS SHOWN ON THIS SET OF DRAWINGS. FRAZIER INDUSTRIAL COMPANY. UNLESS OTHERWISE SHOWN REV DESCRIPTION BY CHKD I APPD DATE DWG NO: 1 5F261 1 — L005 SBORD—D (2013-05)1 2 3 4 5 6 7 8 9 10 11 12 I 13 I 14 15 1 16 Filename: D-151`2611-1.005Awg Last saved: 'P28/2015 11:45:24 AM by: cmacindGI; Plotted: 7/28/2015 11:45:49 AM by: cad maGndal