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Plans (3) Bt P201 6 00002 FiECENEID JAN 5 2016 w � 0 CITY OFTIGA�R'D�t BDi�Dii�G D�Y ia�7i1J+, � V � 4 o a TENANT IMPROVEMENT for m QUALITY CUSTOM DISTRIBUTION SERVICES , INC. o W z 7319 S.W. KABLE LANE SUITE # 500 SW 72ND AVENUE SW 72ND AVENUE 377u. 7.771 uTIGARD OR 97224 PROJECT LOCATION E l g F (220) (218) (219) (215) A(214) C4NSOlIDATEO D {/} _ ( BN (' �. NOT APART -----iuti% 217) Z - � "(226) n, „� o H(222 - BURLINGTON NORTHERN RR N OREGON BUSINESS PARK III SITE PLAN - VICINITY MAP z BUILDING INFORMATION BUILDING OWNER: PACIFIC REALTY ASSOCIATES, L.P. 15350 SW SEQUOIA PKWY#300 u PORTLAND, ORE 97224 Z (503)624-6300 (PHONE) =3 (503)624-7755(FAX) -0 0 a.. BLDG. #: OBP III BLDG. G(PTR #3obp221) rn CONST. TYPE.: II-B o +i v TENANT INFORMATION I C' TENANT: QUALITY CUSTOM DISTRIBUTION SERVICES, INC. OCCUPANCY: B/S2 Q} � DRAWING INDEX 00 o E FIRE PROTECTION NOTES: COMMODITY CLASS 1 NON-ENCAPSULATED ORDINARY WOOD PALLETS OPEN TYPE SHELVES 8 HEIGHT OF STORAGE NOT TO EXCEED 20'-0" o DESIGN DENSITY .365 GPM/2,000 SQUARE FEET CK �a z :I'!'!'{�F TIG , ► m �Et�ED FOR CODE COMPLIANCE Za Td a � �LY'' t I Pmt : z� Address: ,�.....`._ Z = � Suite#s z z • ]By.* Date:SPECIA14�PeCTiJ REQUIRED S}z}G G�f ora.zjn1 'St ni. 3esi L� aleck fllyVcda �Oy ❑ Ct,ncr�'e era infiorcirg Steel = l:as-alled in Concrete OFFICE C PX � � o ❑ S�'ial h4orrient-Resisting Concrete Frame P ❑ Rain!orcing Steal&Prestressing Steel Tandona 2 R ❑ St11.Ti+tui Pal welding W= a, ❑ Hgt�Stran it Gonitis so ❑ l O Structural r,a,o:ay. �- fa ❑ Rei `3oicad Gy psur,Concrete Q -� V Insulating Concrete FIt:I G Q z z ❑ Spray Applied Fire-Resistive Materia!s o o to ❑ Pi4ings,D:illad Piers and Caissons 10 ❑ Shofcrete U z — ❑ Special Grading,Excavation and Filling ❑ Smoke-ortrol Systems ❑ Other Inrpackris I 2 {� 3 W r- ti 4 RECEIVED JAN S 2016 CITY 0=TIGARD BIJIL NG 0l-ViS"0t4 RACK SUPPLIER SEISMIC ENGINEERING m0- ADVANCE STORAGE PRODUCTS STRUCTURAL CONCEPTS ENGINEERING W F- o • 7341 LINCOLN WAY 23142 ARROYO VISTA Q m Q N CU GARDEN GROVE, CALIFORNIA 92841 RANCHO SANTA MARGARITA, CA 92688 - A. SANTNER - SALES _ T. HOANG - PROJECT MANAGER - z a ALI ABOLHASSANI. P.E. a w PHONE. 909-596- 1351 _ o PHONE: 714-902-9000 X: 714-902-9001 E-MAIL: AL@SCEINC.NET QCD - 7319SWMBLELN �"' o _j 1TIGARDOR W DRAWING INDEX z CUSTOMER / OWNER JOBSITE C0 LL- z SHEET REV. DRAWING TITLE APPLIED HANDLING NW QCD W 0.0 B DRAWING INDEX COVTIG� n Q 8825 S. 184TH ST 7319 SW KABLE LN - FOR CODUCo11PLaANa LULU cc KENT, WA 98031 TIGARD, OR 97224 = z z 1 .0 -- CHILL & DRY WHSE - NEW & RELOCATED RACK LAYOUT�� - 1 I 2.0 B 2-4 DEEP PUSHBACK RACK ELEVATIONS Para LL, Q TOM GASTO N Adm Boom 2. 1 A RELOCATED SELECTIVE RACK ELEVATIONS sufte#: PHONE: 253-395-8500 PHONE: 503-722-4390 3.0 A FOOTPLATE INSTALLATION DETAILS B}' Date: FAX: 253-395-8585 FAX: 503-557- 1184 3. 1 - MISCELLANEOUSINSTALLATION ST LLATION DETAILS Warang Tree - 3.2 - 2 DEEP PUSHBACK INSTALLATION INSTRUCTIONS OFFICE COPY _ sw Bonita Rd SN Bonita Rd ► Bonita Rd 3.3 - 3 DEEP PUSHBACK INSTALLATION INSTRUCTIONS 7 � _ ���Se �N 3.4 - 4 DEEP PUSHBACK INSTALLATION INSTRUCTIONS 9 d � C' 3.5 - ADVANCE STANDARD WELD TYPES DETAILS �y isAy--sa TtFrace 4.0 - BILL OF MATERIAL z _1 _ w � m Home Depot It It = E r, Lima Rd C DEC 3 0 2015 x I SN Card"Ln E _ to Sweet Twnatces- - W t' 2�� THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ d OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE - S PRODUCTS, E. THE ARTY IS GIVEN I ACCEPTING THIS DOCUMENTASSUMES CU PCUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN 3i &g Town Hera -+ - ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE N TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN SIN Re &ocad Ln 4 f t WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. Gare y r" _ yN? 7 YJeste.n - Outdoor tu b icks frj - 0 Courtyard Ffxriridon Ave O H Tigard ' Uj 0 Ibin .> 9 e �5klimsotC *n6 '5 NERC - N z VICINITY MAP z _ (� J W E SCALE: NONE S z m GENERAL NOTES LEGEND DRAWING ABBREVIATIONS z Q 1 . SEISMIC DE51GN CRITERIA: 201 2 IBC 12. BUILDING DIMENSIONS ARE BASED ON CUSTOMERS FLOOR PLANS. N # POUND(S) GALV. GALVANIZED = cV 55 = 0.9G7, 51 = 0.420 VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JO55ITE PRIOR TO WE NORTH ARROW SELECTIVE RACK9 (E) EXISTING HORZ. HORIZONTAL Fa = 1 . 1 13, Fv = 1 .580 COMMENCING WORK. NOTIFY ADVANCE STORAGE PRODUCTS OF -0 (PLAN) A.5.P. ADVANCE STORAGE PRODUCTS I.D. INNER DIMENSION Q SEISMIC DESIGN CATEGORY: D DISCREPANCIES AND CONFLICTS. DO NOT PROCEED WITH AFFECTED WORK S AVG. AVERAGE LVL LEVEL 2. 100% UTILIZATION. UNTIL THEY ARE RESOLVED. SECTION OR DETAIL 3. WEIGHT PER PALLET: 1500# AVG. / 2200# MAX. 13. IF ANY CONSTRUCTION DETAILS ARE NOT CLEAR OR ARE NOT PROVIDED, NUMBER Bg PUSHBACK RACK (PLAN) BACK TO BACK MAX. MAXIMUMiMINIMUM � I 4. REQUIRED CONCRETE 5LA5 THICKNE55: 5- 1/2" MIN. ADVANCE STORAGE PRODUCTS SHALL BE NOTIFIED, 50 AS TO CLARIFY OR _ BLDG BUILDING MIN. a REQUIRED MIN. COMPRE551VE STRENGTH OF CONCRETE SLAB: 3000 P.5.1 PROVIDE THESE DETAILS. B.O.M. BILL OF MATERIAL MISC. MISCELLANEOUS UCS NO INTERIOR REINFORCEMENT ASSUMED. 14. DO NOT SCALE DRAWINGS. USE WRITTEN DIMENSIONS, CONSULT WITH SHEET WITH SECTION PALLET NUMBER BTWN BETWEEN N.I.C. NOT IN CONTRACT 5. ALLOWABLE VERTICAL SOIL BEARING PKE55URE: 2000 P.5.F ADVANCE STORAGE PRODUCTS IF DIMENSIONS ARE NOT PROVIDED. OR DETAIL C.C. CENTER TO CENTER N.T.5, NOT TO SCALE • G. CONCRETE ANCHOR: HILTI KWIK BOLT TZ, ESR 1917 15. ANY FIELD CHANGES OR VARIANCES FROM SPECIFICATIONS AND DRAWINGS CF CARTON FLOW O.C. ON CENTER SEE ANCHOR BOLT INSTALLATION INSTRUCTIONS ON SHEET 3.0 MUST BE AUTHORIZED IN WRITING BY ADVANCE PRIOR TO IMPLEMENTATION. TUNNEL FOR SIZE AND EMBEDMENT. SUBCONTRACTOR A55UMES COSTS A550CIATED WITH CORRECTIONS OR &-0 PLAN VIEW DETAIL (MAN OR DRIVE-THRU) CLR CLEAR 0.D. OUTER DIMENSION 2 TORQUE ANCHORS TO MFG.5 SPECIFICATIONS (INCLUDED IN ANCHOR BOX) MODIFICATION REQUIRED BECAUSE QF UNAUTHORIZED CHANGES. COL. COLUMN PB PU5HBACK 2 7. RACK DESIGN MEETS RMI 2008 SPECIFICATIONS - DEFLECTION CRITERIA I G. RACK UPRIGHT TO BE INSTALLED WITHIN 1/2" PER 10'-0" FROM VERTICAL FOR SECTION MARK ON CARTON FLOW C.S.H. CART STACK HEIGHT PF PALLET FLOW DESIGN OF U 180. P05TING OF PERM1551DLE UNIT LOAD 15 REQUIRED THE FULL HEIGHT OF THE UPRIGHT, BOTH DOWN 4 CR055 A15LE PER RMI. DETAIL DRAWING CTR CENTER P.5.F. POUNDS PER SQUARE FOOT AT END OF AISLES. 17. RACK ROWS SHALL BE INSTALLED WITHIN 1/2" OF BEING SQUARE TO RACK DBLR DOUBLER P.5.1. POUNDS PER SQUARE INCH - 8. CROSS A15LE TIES ARE REQUIRED WHERE NOTED ON DRAWINGS. BUILDING OVER THE FULL LENGTH OF THE AISLE. PALLET FLOW RACK DD DOUBLE DEEP REQ. REQUIRED A D V A C E 9. TORQUE ALL 1/2" GRADE 5 BOLTS TO GO FT. LBS. UNLESS NOTED 18. MAXIMUM BAY GROWTH 15 TO BE I/I G" PER BAY OR LESS. WHERE ANCHOR REVISION CLOUD 2 _ OTHERWISE. BAND NUMBER BOLT INSTALLATION REQUIRES THE BOLT TO BE DRILLED INTO A FLOOR JOINT, ' PALLET FLOW DIRECTION DET. DETAIL SEL SELECTIVE STORAGE PRODUCTS DI DRIVE-IN SHT. SHEET � A Division of J.C.M. Industries, Inc. 10. COLORS: - STANDARD PUSHBACK: AN ICC APPROVED HIGH RESIN OR EPDXY ADHESIVE ANCHOR IS REQUIRED. UPRIGHTS - BLUE RAILS - BLACK 19. DISTANCE TO EXITS - MAXIMUM DISTANCE OF TRAVEL FROM ANY POINT TO DIA. DIAMETER SIM. SIMILAR Garden Grove, Cafitoma 92841 (714;902-90-00 FAX (714) BEAMS - ORANGE 15T CART - YELLOW AN EXTERIOR EXIT DOOR IN A GROUP F, G * 5 TYPE BUILDING NOT EQUIPPED DIAL. DIAGONAL 5TD STANDARD INTERFERENCE 3 DRAWN BY.• DA TE. ROW SPACERS - BLUE 2ND CART - ORANGE WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT; SHALL NOT EXCEED DRIVE-IN RACK DiM. DIMENSION T.O.B. TOP OF BEAM P. APODACA 12/09/15 3RD CART - BLUE 300'-0" OR 400'-0" IN BUILDINGS THAT ARE EQUIPPED WITH AN AUTOMATIC UNUSED P051TION(5) z DWG DRAWING T.O.R. TOP OF RAIL CHECKED BY. DATE.- NOTE: USE TOUCH-UP PAINT WHEN REQUIRED. SPRINKLER SYSTEM. ' EATYPICAL APPROVED BY. DATE. . EACH TYP. • _ 20. FIRE SPRINKLERS TO BE INSTALLED UNDER SEPARATE PERMIT. ITEM NAME AND jF7LF- 1 1 . USE SHIM PLATES IF REQUIRED, 1/1 G" AND 1/8" THICK. 2 1 . FIRE EXTINGUISHERS TO BE PROVIDED * INSTALLED BY TENANT. DESCRIPTION EMBED. EMBEDMENT U.N.O. UNLE55 NOTED OTHERWISE � ,RC+i,E2&7A,'A>N4-7-1QO15CAD ANIMEV DP-122215-1 (GALVANIZED, PAINTED OR PLASTIC) 22. ALL FIELD WELDING SHALL BE ACCOMPL(SH1=D BY A CERTIFIED WELDER. A � _-_ UPRIGHT TOP VIEW E.O.R. END OF ROW W/ WITH SCALE.NTS CERTIFIED DEPUTY WELDING INSPECTOR SHALL BE ON 51TE DURING ALL XXXFT. FOOT OR FEET W/O WITHOUT DRAWING NUMBER SHEET RLYSION �- ITEM NUMBER D (� -BEAM SECTION VIEW WELDING OPERATIONS. NOTES (�'" GA GAUGE WMD WIRE MESH DECK Pl 3147 0.0 g w E Q ' —0s z W 0 U U) w cc: w . - - - - - - -- - - - - - - - -- - - - - -- - - - - - - - - Lj Ef 0 12 L5 11 03 •---� _r 1 2 4CV y SG'viii _ ROW 1/A (4) BAYS @ 10011 O.C. (2) BAYS @ 52" O.C. 4211 - -*- 1 GG" - ` 96" , -- I GO" 1501 -- 138" I r _- + 24" SPACER BAY + G" GNP + 4" = 546" [45'-G'] I m (5) BAYS @ 100" O.C. 24" SPACER BAY ROW 3/C ROW 2/B + 41t = 532" [44'-49 m 204" 104" DEC 3 0 2015 Q In I 14G 5/ 1 G" w ! I THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ I n 0 ° n RELOCATED o n a n n 0 0 0 0 0 OR INFORMATION WHICH IS OWNED UY ADVANCE STORAGE ! PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE I .� RACK HLECTIVE '-' PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN Q �i ANY WAY tNCIUiNNG MANUFACTURtNGI OR TO DIVULGE I1 0 TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN ' m WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. • w j 21_O x 26'-0' FREEZER 21'-0' WAREHOUSE I p W N FREEZER 0 0T 0 z Nm " MIN. N ! + Ef �i22" � ffi� E Q vE � COOLER 0 0 E o 210 a 0 Z < 18411/4- ¢ 04 1 so@� N >= W _ E z J Cn 1 m c9 Q ! ! w y- 0 'S m CE :]C w � W U 0)06j FREEZER m C, 21'—Ow 0 j FREEZER Lu I E � -- w r� RELOCATED ! w SELECTIVE Q i RACK 4211 I . I ADVANCE 25" STORAGE PRODUCTS A Division of J.C.M. Industries, Inc. Garden Grove, California 92841 (714) 902-9000 FAX: (714) 902-9001 DRAWN BY. P. APODACA DATE.' 12/09115 CHECKED BY. D,47E. APPROVED BY. LA 7E.- FILE. JAORDER5113147,APPHAN,TIGARD101 DRAWINGNOB DRAWING5 SCALE I!I G" = P-Q"(1:192), ANSI D DRAWING NUMBER SHEET REVISION P13147 1 .0 (L a_ LO Ln N (M _j 0 r_ 411-1-71 4011 411 411 40" 49' 4" 41' 4011 ' — — 4�49_ 4" z 0 U5C4fp, 002 P05TCD 004 LJSC4fR 002 003 USC4FR 0 (3 LU U Z Q < 21) PB LANE 3D P5 LANE 0 < C\l 200 201 LU 5 1/4" LIFT-OFFLIFT-OFF (m _j -I 7 114" LIFT-OFF GU LU < < 0 w TYP. Typ. TYP. 0 < 0 BEAMS TYP. QD CTD Q BEAMS TYP. QD 103 j 170" LL T.O.B. U_ T.O.B. ALL LEVELS < T.O.B. ALL LEVELS 0 0 1 (� I IW RfSwHD 9 1.- RFSVVHD a- 1: 00 LL- T- >cc o (3)x 0 0 (3)x w 0 < 62 lu 2" CART 3/4" CART 3/4" CART OU2 D STACK HEIGHT STACK HEIGHT STACK HEIGHT U 0 TYP. LU r--IL—I Z w/ 0 7 TYP. 0 TYP. N 0 901,a cm 'T 0 5411 C\j 5411 r U-1 LLJ T.O.B. T.O.B. 'VT T.O.B. CD_j Q :3 < co zz Cf) co 0 0 Uj It U) a 0 (m C\I � i RRC PIPIC RRCN �D (I)x 005 (I)x =3 z L 4811 CLR. 00' CLR. HEAVY BOTTOMFF2K-By 'FP IK-ER 10" 901 CLpl. HEAVY BOTTOM 'ff=P2K-13 fff I K-5 K-13 HORIZONTAL FP I T.O.B. HORIZONTAL K-13 FP I *FP I K-D f52" C.C.i 1001"C.C. 2" RAIL =1 001, C.C.� G" RAIL 4" BULLNOSE —540. 45" 4" BULLNOSE 5411 45" 4,811 OVERHANG OVERHANG POST PROTECTOR POST PROTECTOR 104" SYSTEM LENGTH 156 SYSTEM LENGTH 2 DEEP PUSHBACK RACK DEEP PUSHBACK RACK 2 DEEP PUSHBACK RACK 3DE.EPPUSHBACK 3 DEEP PUSHBACK RACK ------- FRONT ELEVATION-1 WIDE 2 FRONTELEVATION2�IDE SIDE ELEVATION RONTELEVA ELEVATION_2 aDE —N 'r- , *SEE 5HT. 3.0 FOR FOOTPLATE DETAILS *SEE SHT. 3.0 FOR FOOTPLATE DETAILS 71 DEC 3 0 2015 <> w r 0' < Lj 1500, THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN ANY WAY INCLUDING MANUFACTURING, OR TO DNULGE TO A THIRD PARTY THE DOCUMENT OR DETAILS HERON WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. PALLET&LOAD STANDARD GMA PALLET z � o zCY- < 411 4011 —40111 411 3D PB LANE 4" 40" 4H 411 40' 4011 4" U5C4FR 002 USC4fR 201 U5C4fR 002 LlSC4FR 003 POST 004 �,.� 2F < 0 4D P5 LANE ILI Uj �e < "0q 202 LLJ _ j Z m @) 1901, BEAMS TYP. 1 3 7 3/4" LIFT-OFF G 3/4" L[fT-Off n] I ALL LEVELS < TYP. TYP. IOGA < T.O.B. O It < 3: 0. 170" 170' BEAMS TYP. Nt V) U_ T.O.D. T.O.B. ALL LEVELS 1 102 to (T—O3 mr 0 0 RfSwHD 0) G" LIFT-OFF 0- r a__ m: 003 Uj 0 0 0 0 (G)X 0 0z TYP. D_ 130" 0 3 1/4" CART 3 114" CART T.O.B. STACK HEIGHT STACK HEIGHT uJ z ''. RF5wHD 'T TYP. It F_ I m . TYP. 1 2" CART (3)x -1 C I) STACK HEIGHT 0 C\I C\j o TYP. 0 50" 901, 0 U-iTLU CY T.O.B. T.O.B. 7011 O RRCT.O.B. 0 005 0 C\I C\I RRC 005 (I)x T.O.B.HEAVY BOTTOM .F 10° k T.0, 9G" CLR. \..FP2 fp K-B 177F 45" CLCLR. I O" 1 CLR. HEAVY BOTTOM0TTOM .Fp2 .FP I K-13 FP I K-5 I K-B15, 100HORIZONTAL 1, G.C.C.0 l,I I fpl K-13 52" C.C. T.O.B.13. HORIZONTAL I ocyl C.C._=_3 K-13 FP I K-13 G" RAIL 4" BULLNOSE /" 5 4511 46' G" RAIL 4" BULLNOSE NOSE 54"----; 48"--;' 48"— 45" POST PROTECTOR -15 G" OVERHANG SYSTEM LENGTH OVERHANG POST PROTECTOR —204" SYSTEM LENGTH ",I,,'.,,,,,...................... A D V A N C E 3 DEE HBA K RACK-TYPE B 3D EEP PUSHBACK RACK DE�E B �M�CK� 4 DEEP PUSHBACK RACK 4 DEE HEIACK RACK STORAGE PRODUCTS p PUS A Division of J.C.M. Industries,T PU C PUONT ELEVATION-2 WIDE LEVATION : (714) 902-9001m T V>F�RON EUMAM�ON2 �DE MRON ELEVAON WIDE SIDE 5 T 0 fop FOOTPLATE 0 *SEE SHT. 3.0 FOR FOOTPLATE DETAILS 7s H 3. DETAILS Gorden Grove,California 92841 (714) 902-9000 FAX DRAWN BY: P. APODACA DATE' 12/09/15 CHECKED BY DA7E- AW-OVED BY- DA7E.- F7LE.• \0=ARCHIVE2=ANAHEIM 4-7-14\2015 CAD MAHUMM F-122215-1 SLAB 5UBGRAI)f TO BE VERIFIED BY OTHERS :3/1 G' = 1'-0" 0:64), AN51 [) DRAWING NUMBER SHEET RE-MIM P13147 2.0 B m � w Q N Q N z O Lr) X UW g 0 W ° LuQ 8° . Z 4" .�-- 40" 40" ' 411 8 I/1 G" LIFT-OFF 0 ter ,, -,.„ • y TVP. O 1 G8" — T.O.B. -r7 C) © 2Q15 DEC 3 N — u 54 11 Q T.O.B. (A Lj THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE. TO USE IN ANY WAY INCLUDING MANUFACTURING" OR TO DIVULGE 8" X 5" TO A THRD PARTY THE WI WITHOUT EXPRESS WRITTEN PERMISSION OR DETAILS HEREIN 96" CLR. FROM ADVANCE. 811 x 5" 99" C.C. 42" lo 3: RELOCATED SELECTIVE RACK -1 r� RELOCATED SELECTIVE RACK z FRONT ELEVATION -2 WIDE i L SIDE ELEVATION 0 *SEE SHT. 3.0 FOR FOOTPLATE DETAILS 0 U p Q C/) zCD Q WCC z D � * RELOCATED RACK TO BE MOVED RE-ANCHORED W/ BEAMS REINSTALLED @ SAME ELEVATIONS AS ORIGINALLY DESIGNED BY SEIZMIC a Q - w zm> < U a - Y JUcy) 0 > _ V) w W W _I JCy > P, N i; W � 2200104 I�� - Q. ADVAh1 C E STORAGE PRODUCTS A Division of J.C.M. Industries, Inc. Gorden Grove, California 92841 (714) 902-9000 FAX: (714) 902-9001 PALLET & LOAD DRAWN BY. P APODACA a4TF• 12/09/15 STANDARD GMA PALLET CHECKED BY. DATE.• APPROVED BY. DATE 2E.- V)CE+,SCE ARCHIVE20U ANAHEIM 4-7-14\2015 CAD MAHEIM00 P-122215-1 = P-0" (1:48), AN51 D DRAWING NUMBER SHEET I REVMN P1 3147 2.1 A FP2K-B 2 FP1 K-B FP1 K-BR 4 8 X5 co w SHIM PACK " O N TO BE MITERED 8 1 1 /2$1 TO MATCH 1 /4 3/4 3/41' it + FOOTPLATE lif 1 5/8'1 3/8 V$ z x 7 4 3/8 DOUBLER 5 4X 05/8 7 7 • DOUBLER 07/8" FOR 03/4" rr b 1 0 NON-STRUCTURAL 4 3/8 U_ (ft 0 T DFOU13LEIZ ANCHOR 1 /4 U) Z 2X 05/8 2X 05/8 DOUBLER W LU 3/4 3/4" < 3/4 .-a- 3/4" - 6 6 • 1 /2 ANCHOR (2) PER FOOTPLATE • 1 /2 ANCHOR (2) PER FOOTPLATE 10 1 /2$) ANCHOR (2) PER FOOTPLATE • 1 /2 ANCHOR (4) PER FOOTPLATE C= DEC 3 0 2015 0 Li a- I THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE TO ANCHOR BOLT INSTALLATION NOTES SHIM INSTALLATION NOTES ANCHOR BOLT INSTALLATION INSTRUCTIONS OR WIA THIRD PARTY THE DOCUMENT THOUT EXPRESS WRITTEN PERMISSIODETAILS HEREIN N FROM ADVANCE. 1 . E5R - ALL ANCHORS MUST HAVE THE SAME E5K NUMBER AS THAT SHOWN ON THE DRAWINGS. 1 . GENERAL SHIM STACK HEIGHTS - MUST COMPLY WITH BOTH AN51 MH I G. I DO NOT SUBSTITUTE ANY OTHER ANCHOR, NOR USE ANCHORS WITHOUT AN ESP, NUMBER. SPECIFICATIONS 7. 1 .4 AND ASCE-7 PROVISIONS. ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE CONCRETE SURFACE WITHIN +/- G 2. NUMBER Of SHIMS - GENERAL RULE 15 TO RESTRICT THE NUMBER Of 5HIM5 DEGREES. (ICC-AC 153 4. 1 .9) TO (3) PER BASE PLATE. If SHIMMING EXCEEDS 112", ADVISE THE ADVANCE 500 t 50 2. HOLE PREPARATION - WE SUGGEST THE INSTALLER USE A SELF-VACUUMING DRILL MOTOR. If PROJECT MANAGER AS THE ANCHORS THAT ARE PROVIDED WILL M05T LIKELY 1:k 0 �T NOT, MAKE SURE TO CLEAN THE DRILLED HOLE OUT WITH A BLOWER BULB OR SHOP VACUUM. NOT BE LONG ENOUGH (I.E. NEW ANCHORS MUST BE ORDERED) AND THE __ -N 3. CUTTING DOWN ANCHORS - IT 15 NO LONGER ACCEPTABLE TO CUT Off RACK ANCHORS FOR QUANTITY Of SHIMS INSUFFICIENT TO COMPLETE THE JOB. SUCH A *. 0 A ANY REASON. ALL ANCHORS ARE NOW STAMPED WITH A SYMBOL IDENTIFYING THEIR LENGTH CONDITION WOULD BE INDICATIVE Of EITHER A VERY POORLY EXECUTED A A A 4 A A I'd : . ­A 14 .. . . * I z kj fOP\ INSPECTION PURPOSES. If CUT THIS MARK 15 REMOVED. If AN OBSTRUCTION 15 FLOOR, EXISTING FLOOR WITH SEVERE CRACKING OR SLOPED FLOOR, ALL Of 41 A 44 . A ' • A 4., . A. Uj ]A .4 r . . ENCOUNTERED, STOP DRILLING THE HOLE AND ADV15F THE ADVANCE PROJECT MANAGER. WHICH ARE CONDITIONS NOT FORESEEN IN THE ORIGINAL DESIGN AND • . . A A V 4' 4 4 :.4 .4 < ADVANCE WILL RE50LVE THE ISSUE WITH THE OWNER. If THE OBSTRUCTION TURNS OUT TO PROJECT COSTING. It . A A. 'A A * -NIARK A A BE REE3AR, COMPLETE DRILLING THE HOLE TO THE PROPER DEPTH USING A DOUDLE-RATED 3. MAXIMUM SHIMMING - UNDER NORMAL CONDITIONS, THE MAXIMUM SHIM .4 . .. .w F1111111111111111111 A4** 4 A . A - 5TFFUCONCRETE CUTTING DRILL BIT. If THE OBSTRUCTION TURNS OUT TO BE A UTILITY LINE STACK HEIGHT SHOULD BE LESS THAN 2" BECAUSE ALL BEAMS ARE 0. # A A 4 'A : .9 . A4, .. .. " . . 4�- -.0 WE WILL THEN NEED TO DEVELOP A JOINTLY ACCEPTABLE SOLUTION WITH ALL PARTIES ADJUSTABLE BY 2". IN M05T CASES THE UPRIGHTS CAN BE SHIFTED UP OR If 44 . -4 '4 INVOLVED. REBAK CUTTING DRILLS ARE TO BE FURNISHED BY THE PACK INSTALLATION DOWN 2". ANCHOR NOTE: CONTRACTOR If REQUIRED. 4. EXAMPLE Of GOOD SHIMMING PRACTICE - BELOW ARE EXAMPLES Of HOW TO I . HAMMER DRILL A HOLE THE SAME 2. CLEAN HOLE, 3. DRIVE THE ANCHOR FAR ENOUGH _j INTO THE HOLE 50 THAT AT LEAST Z MLLJ 4. ANCHORS AT SAW CUTS - WITH THE EXCEPTION Of BULL NOSE ANCHORS, ADVISE THE SHIM FOR DIFFERENT SHIM PACK THICKNESSES. If FIELD CONDITIONS DO NOT MEET NOMINAL DIAMETER AS THE ANCHOR < ADVANCE PROJECT MANAGER Of ANY ANCHOR THAT 15 LESS THAN THE DIMENSION SHOWN IN NORMAL SHIM PACKS (0" THROUGH V2") - NO EFFECT ON ANCHORS TECHNICAL SPECIFICATION (SEE TABLE) BOLT, WITH OR WITHOUT THE FIXTURE 51X THREADS ARE BELOW THE TOP THE "MIN. EDGE D15TANCE (IN.)" (IN THE TABLE COLUMN), MEASURED FROM THE CENTER LINE USE ANY COMBINATION Of I/I G" AND 1/8" 5HIM5 AS NEEDED IN PLACE. SURFACE Off THE FIXTURE. Of THE ANCHOR TO THE EDGE Of THE SAW CUT. TWO REMEDIATION METHODS ARE POSSIBLE. b. THICK SHIM PACKS W2" THROUGH I PLEASE CONTACT ADVANCE STORAGE LONGER ANCHORS MAY BE REQ'D < 17 3: V) FIRST, MOVE THE RACK OR SECOND, INCREASE THE ANCHOR EMBEDMENT BY THE DEPTH Of USE A V2" SHIM PLUS ANY COM51NATION Of I/ I G" AND 1/8" 5HIM5 AS PRODUCTS. 114" Min. FOOTPLATE HT. 0) THE SAW CUT. (EXAMPLE: 5- 1/2" ANCHOR WILL NEED TO BE INCREASED TO G- 1/2" ANCHOR NEEDED AND SHIM PACK "MIN" If THE SAW CUT 15 1 - DEEP), c. EXTRAORDINARY SHIM PACKS ( I " - 2") - LONGER ANCHOR5 WILL BE REQ'D GUIDE FOR DESIGN INSTALLATION Of HT. VARJES0 U) r) t� 5. ANCHORS AT EXPANSION JOINTS OR CONCRETE EDGES - SUCH CA5E5 ARE TYPICALLY FOUND USE 3/4" THICK STEEL SHIM PLUS ANY COMBINATION Of I/IG", 1/5", ANCHORS, DEC. 2008 - SECTION 03155 U. z NEAR FLOOR DRAINS, PITS, BUILDING fOOTER5, EXPANSION JOINTS, CAST-IN-FLOOR ANGLE, AND V4" 5HIM5 AS NEEDED BETWEEN I " - I -V2". USE (2) 3/4" THICK 3.02 f- ANCHORS SHALL BE INSTALLEDA A 4 ETC. ADVISE THE ADVANCE PROJECT MANAGER Of ANY ANCHOR OTHER , THAN A BULL N05F SHIMS, AND ANY COMBINATION Of I/I G" AND 1/8" SHIMS AS NEEDED PERPENDICULAR TO THE CONCRETE =r Nominal ANCHOR THAT MEASURES LESS THAN THE DIMENSION SHOWN IN "MIN. EDGE 015TANCE (IN.)" FOR 1 - 112" - 2". rIN11-11"A Embedment 5URfACE WITHIN 50 TOLERANCE. A A . ' . ...4 A . (See Note5) CY COLUMN AS MEASURED FROM THE CENTER LINE Of THE ANCHOR TO THE JOINT CONCRETE cl. SHIM PACKS ABOVE 2" 4 _4 .4 A% Min. G" ..4 A.- q A.- EDGE. DO NOT ATTEMPT TO INSTALL THE ANCHOR. ADVANCE WILL LOOK AT SEVERAL OPTIONS, THESE ARE SITUATIONS WHERE ADVANCE ENGINEERING MUST BE °.4 44 . cone. Slab 'A A q A A .4' A :A d -0 SUCH AS MOVING THE PACK TO MEET SPECIFICATIONS, OR DRILLING OUT THE BASE PLATE TO CONSULTED AND TYPICALLY THE FRAME WOULD 13E LOWERED BY 2" A' 4 A4 0: nm A 'A - RELOCATE THE ANCHOR WITHIN SPECIFICATIONS. INCREMENTS. A • -A L:1 .4 zo G. SEVERELY CRACKED SLABS - If THE FLOOR 15 OBSERVED TO HAVE SEVERE CRACKING, TH15 5. PLASTIC 5HIM5 -PLASTIC 5HIM5 ARE I/I G", 1/5" AND V4" THICK AND CAN BE A4A 4 A4 A 44 : 4. .. A 'OA MUST BE BROUGHT TO THE ADVANCE PROJECT MANAGER'S ATTENTION. A SEVERE CRACK 15 USED IN ACCORDANCE WITH GOOD SHIMMING PRACTICE ABOVE. (NOTE: NO 4 d ONE WHERE INTERLOCK 15 L05T BETWEEN THE TWO FACES Of THE CRACK. SUCH A CONDITION PLASTIC SHIM THICKNESS GREATER THAN V4" 15 ALLOWED.) L WAS NOT FORESEEN IN THE ORIGINAL PROJECT DESIGN NOR COSTING. G. CRO55 A15LE SHIMMING - SHIMMING ON A FLOOR SLOPED IN THE 4. TIGHTEN TO THE RECOMMENDED TORQUE 5. VACUUM CONCRETE DUST FROM G. ANCHOR BOLT DETAIL 7. DRILLING DEPTHS - PER THE ATTACHED DRAWING AND TABLE, DRILL THE ANCHOR HOLES THE CRO55-AISLE DIRECTION MUST BE KEPT TO LF55 THAN I ". TYPICALLY TH15 15 VALUE WITH A TORQUE WRENCH OR, AROUND FOOT PLATE WITH A '5HOP (TYPICAL) ADVANCE NOMINAL CALLED-OUT EMBEDMENT DEPTH. ADVANCE DOES NOT RECOMMEND OVER-DRILLING. NOT AN ISSUE If THE BEAMS ARE ADJUSTABLE ON I " CENTERS. WHEN A TORQUE WRENCH 15 NOT VAC'. STORAGE PRODUCTS -DO NOT DRILL MORE THAN THE NEEDED NOMINAL EMBEDMENT BECAUSE OBSTACLES SUCH 7. DOWN AISLE SHIMMING - NO OVERALL DOWN-AISLE FLOOR SLOPE 15 AVAILABLE, 2 OR 3 TURNS FROM THE A Division of J.C.M. IndustHes, Inc. AS TFN51ON KEBAK MAY BE COMPROMISED, COOLING PIPES MAY RUPTURE OR WATER LINES ALLOWED OVER THE LENGTH Of A ROW Of RACK. TWO EXAMPLES ARE GIVEN. FINGER TIGHT POSITION TO ACHIEVE THE MAY BE PUNCTURED. If TH15 HAPPENS, THE INSTALLER WILL BE HELD ACCOUNTABLE FOR ANY LOCAL DOWN-AISLE FLOOR SLOPE DUE TO FLOOR DRAINS 15 ALLOWED AS PROPER ANCHOR SETTING. Garden Grove, Co forma 92841 (714) 902-9000 FAX: (714) 902-9001 Of THE REPAIRS OR DAMAGE, NOT ADVANCE. LONG AS THE fRAME5 AT THE ENDS Of THE ROW ARE AT THE SAME HEIGHT DRAWN BY.' DATE: 8. EPDXY ANCHORS - NEVER USE AN EPDXY ANCHOR AND A WEDGE ANCHOR ON THE SAME BASE (I.E. THE ROW 15 LONGER THAN THE LOCAL VARIATION). If THE OVERALL Anchor Bolt Installation Requirements P. APODACA12/09/15 PLATE. FLOOR 15 SLOPED, OR If A ROW Of RACK 15 SHORTER THAN A LOCAL HEIGHT ANCHOR TYPE NOMINAL MIN. MIN. SLAB CONCRETE MIN. EDGE MIN. TORQUE CHECKED BY. D47F. 9. BULLNOSE ANCHORS - WASHERS ARE NOT REQUIRED. THESE ANCHORS ARE PRIMARILY USED VARIATION, ADVANCE PROJECT MANAGEMENT AND ADVANCE ENGINEERING Dia. Length EMBEDMENT (IN.) THICKNE55 (IN.) STRENGTH (PSI) D15TANCE (IN.) SPACING (IN.) (FT. LB5.) BY. 34TE: FOR SHEAR ONLY. NEED TO BE CONSULTED. TH15 CAN LEAD TO A 51TUATION WHERE THE RACKFLE. 10. INSPECTION - PERIODIC SPECIAL INSPECTION 15 REQUIRED DURING THE ANCHORAGE Of 15 LEANING AND ITS ALLOWABLE CAPACITY 15 SEVERELY REDUCED. HILTI J.I)j0RE)M\13147,APPHAN,TIGARD\O I MWNG5M013 DRAMNG5 STORAGE RACKS 5 FEET (9G") OR GREATER IN HEIGHT ASSIGNED TO SEISMIC DESIGN 112" 5- 1/2 KWIK BOLT TZ 3-5/8 Gil 2,500 PSI 2-3/8" 2-3/8" 40 FT. LBS. CATEGORIES D, F AND P. THE OWNER 15 RESPONSIBLE FOR INDEPENDENTLY HIRING AN (ESR 1917) 1 1 1 1 DRAWING W49ON NUMRER SHELT I OUTSIDE INSPECTION FIRM. ADVANCE CANNOT HIRE. P13147 3.0 A 1 NOTES ON BOLTED CONNECTIONS TYPICAL BEAM ATTACHMENT (2 BOLT CONNECTOR) 3 TYPICAL BEAM ATTACHMENT (2 BOLT CONNECTOR AT DOUBLER} 4."1- ] RUB RAIL ATTACHMENT�j 0 m ' w _ ' TORQUE TO 60 FT-LBS. * TORQUE TO 30 FT-LBS. o •e Q 112"- 13 BOLTED CONNECTIONS ARE FOR USE WITH BEARING (SHEAR) AND ' to a UPRIGHT FRAME UPRIGHT FRAME UPRIGHT FRAME UPRIGHT FRAME UPRIGHT •o FOR NON-SLIP CRITICAL CONNECTIONS ONLY. OR P05T OR P05T ° OR P05T OR P05T (DOUBLED) (DOUBLED) °s BOLTS ARE TO BE TIGHTENED USING THE TURN OF THE NUT METHOD I/2"- I3 x 4" 1/2"- I3 x 4" oo �° UPRIGHT (SNUG TIGHT). TH15 IS ACHIEVED BY FIRST FINGER TIGHTENING THE I/2°- 13 x I" •o i/2"-13 x I " •o HEX TAP BOLT • oe HEX TAP BOLT * .� •. eo \ z BOLTS THEN APPLYING A 1/2 TO 3/4 TURN USING A WRENCH AISC 13ED _ ( HEX TAP BOLT * HEX TAP BOLT ' O 7-4, RCSC SPECIFICATION SECTION 4. 1 ). 112" FLANGE NUT �. 4 e e e •e FOR, INSPECTION PURPOSES ADVANCE STORAGE PRODUCTS ° I/2"-13 I/2"_13 I/2"-13 ° 1/211-13 45 112"-13 x I OR RECOMMENDS CHECKING 112" HARDWARE TO A MINIMUM OF GO FT-LBS. FLANGE NUT * FLANGE NUT ' FLANGE NUT * FLANGE NUT * 1/2"-EXTA x 4° FOR CONNECTIONS WHERE THE COLUMNS ARE NOT DOUBLED AND 30 o e e e o HEX TAP BOLT ll �� FT-LBS WHERE THE COLUMN IS DOUBLED. THE EQUIVALENT VALUE FOR e V ALL 3/8" HARDWARE WOULD BE 20 FT-LBS. BEAM •• REVERSE BEAM •• °o RUB RAIL BEAM REVER5E BEAM W 1/2"- 13 x 4° OR U e° HEX TAP BOLT ACTUAL HOLES USED VARY DEPENDING ON ' ACTUAL HOLES USED VARY DEPENDING ON 1/2" FLANGE NUT * TORQUE TO GO FT-LBS., UJ THE ACTUAL TOP OF BEAM DIMENSION. THE ACTUAL TOP OF BEAM DIMENSION. 30 FT-LBS. WHEN DOUBLER 15 USED HEAVY DUTY ROW FRAME SPACER ATTACHMENT RACK WARNING SIGN PLACEMENT * TORQUE TO GO FT-LBS., • ATTACH ONE RACK WARNING SIGN AT 30 FT-LBS. WHEN DOUBLER 15 USED THE END OF EVERY AISLE AS REQUIRED • BY RMI 2002 1/2"- 13 x I " OR UPRIGHT o OPTION 1 112"- 13 x 4" (2) #4 x I " TEK 5CREW5 HEX TAP BOLT e 0 . HD ROW FRAME SPACER 1 1/2" FLANGE NUT !/� '• o ,� ,- {? o e 4 APPROX. 0-0" 0 •o LEVEL OPTION 2 UPRIGHT ' (2) PLA5TIC TIE5 e eo DEC 3 0 i01 •. Lv 00 CL o e o THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ o e ° END OF AISLE OR TUNNEL OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE o e IDENCE. THE PARTY PRODUCTS,EPTING THIS DOCU EM NTIS ASES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. U) z 0-1 z06 ry0 Z Q w �s ~ Z LLJI m Q —� < LU or W ICY) r � U) U w Cy o n49, - � � w 4 ADVANCE STORAGE PRODUCTS A Division of J.C.M. Industries, Inc. Gorden Grove, California 92841 (714) 902-9000 FAX: (714) 902-9001 DRAWN BY. P. APODACA D 7E:- 12/09/15 CHECKED BY- DATE: APPROVED BY.• DATE, J:\ORDER5\13147,APPHAN,TIGARD\01 DRAWINGSW05 DRAWING5 NT5 DRAWING NUMBER SHEET REW WON P13147 3.1 NOTE: BEAM CONFIGURATION AND BOM ARE REPRESENTATIVE, THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ CHECK ENGINEERING/APPROVAL DRAWING FOR EXACT OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE co N 2 Deep Lo— Pro PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE LU CONFIGURATION. INTERIOR AND REAR BEAMS ARE ONLY PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY Q ' STORAGE PRO DUCTS PUNCHED WITH ONE HOLE PER LANE FOR PUSHBACK THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN Pushback "' System CONNECTION. ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE A Division of J.C.M. Industries, Inc. TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN — WHEEL LEGEND WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. z Carden Grove, California 92841 (714) 902-9000 FAX: (714) 902-9001 - 0 NOTE: CART WILL HAVE WELDED ON PALLET STOP5 4 FLAT WHEEL (2.1 " STUD) E i WHEELS MUST BE TORQUED BTWN. 30-40 Ft. Ib. — OVER TORQUE WILL CAUSE WHEELS TO CRACK U — UNDER TORQUE WILL CAUSE WHEELS TO FALL OFF ONLY (1 ) TEK SCREW PER STRUT REQUIRED ANGLES WILL SNUG UP AGAINST LOAD BEAMS 5 FOR CONNECTING RAIL TO INTERIOR OPTIONAL CENTER STRUT FOR BEAM (STEP OR STRUCTURAL) Oil SEE RESPECTIVELY DETAILS B1 or B2 3 STRUT CART Ell Failure to follow Um" Insbw1lons could result In b*Wl" or 6600 from failing \��� � "'' ���%�~I or k"pact bon.rm*0ontents. 13 6vueft"&W a_ Noted oam. 'I to Interior' DEC 3 0 1015 5 opwdm ffmuWu*q RaiStep Beam Connection 5 * limme paltais Wanly n*ftWq • =48dwo ONLY ( 1 ) BOLT & NUT PER STRUT 4 M&SPH& po REQUIRED. ANGLES WILL SNUG UP a: 0 enwTHIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ noft supwAsw&W uft vkkxo;n AGAINST LOAD BEAMS OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE 5 pumum=MR"CWW 94 PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE 2 pabb that fan to"ur"popwiwL PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN kisped syftm WA h"V tab ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE chm 10 ownwa MW o TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN 3 of do CwtIL WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. 11 A* p"""ft"U 714« -"N 10 - 2 (D U4 WARNING STICKER z FOR ATTACHMENT OF FLAT WHEEL (2.1 TO CART SEE DETAIL E APPLY STICKER TO FACEOF UPRIGHT AT EYE LEVEL. 0 Z 0 12 0 z z 8 FOR CONNECTING RAIL TO FRONT BEAM (STRUCTURAL, 0 REVERSE STRUCTURAL OR STEP) SEE RESPECTIVELY 17 z CENTER BOLT NOT REQUIRED DETAILS Al , A2, A3 (DB2 Rail to Interior Struct. Beam Connection C/) T I UNLESS PALLET STOP IS USED. 7 0 z M Bill Of Materials < Item Description AW&OW 3: TT NOTE: IF ORDERED, OPTIONAL PALLET STOP NOTE: HARDWARE ONLY INCLUDED AS PART 1 Front Load Beam < LJL1 WILL EXTEND ABOVE FRONT BEAM OF OPTIONAL PALLET STOP KIT. am 2 Load Beams — Interior & RearFAPPROXIMATELY 1 W0 �U) 3 Welded Frame Pushback Rail Z Z W 4 Pushback Cart WASHER BETWEEN NUT & STOPPER WASHER BETWEEN NUT & STOPPER )1 0 CY WASHER BETWEEN NUT & STOPPER IS VERY IMPORTANT USE IMPACT WRENCH TO ASSURE 5 Flat Pushback Wheel (2. 1 Stud) IS VERY IMPORTANT IS VERY IMPORTANT USE 2 TEK SCREWS 13 6 PROPER TORQUE (30-40 Ft. lb 6 Rubber Stopper — 1 -5/ 16" CL 10 6 10 IN FRONT BEAM - 7 Bolt—on Pallet Stop CL 6 < 9 9 8 1 /2"— 13 x 1 -3/4 Lg. Tap Hex Bolt _ 9 10 9 1 /2" USS Flat Washer 10 1 /2"- 13 Hex Flange Nut ADVANCE 11 3/8"- 16 x 1 " Lg. Top Hex Bolt STORAGE PRODUCTS A Division of I.C.M. Industries, Inc. 8 8 12 3/8"- 16 Hex Flange Nut Carden Grove, California 92841 (714) 902-9000 FAX: (714) 902-9001 TO AVOID CROSS THREADING 13 # 14 x 1 Washer HD Hex Tek Screw D&4*W BY- P. APODACA GATE. 12/09/15 OF THREADED WHEEL MOUNTS 14 Warning Sticker NECKED R. DA TE. 8 START BOLT MANUALLY APPROVED �' DA rE. 5E JAMM9 3147,APPHAN,TIGAMO I [RAMNG5\J05 DRAWING5 aUWING NUMBER SHEET NWSM Rail to Front Reverse Beam Con . LRail to Front Step Beam Connection LFIat Wheel to Cart Attachmentl 8/05 CDL21-B 13147 3.2 An' Rail to Front Beam Connectioni 11 WASHER BETWEEN NUT & STOPPER WASHER BETWEEN NUT & STOPPER WASH W EN U 3 Deep Lo-Pro IS VERY IMPORTANT co D V N C E IS VERY IMPORTANT IS VERY IMPORTANT 6 W USE 2 TEK SCREWS Pushback System 10 �STORAGE PRODUCTS6 10 6 IN FRONT BEAM A Division of J.C.M. Industries, Inc. FOF4 WHEEL LEGEND 9 9 Garden Grove, CA 92841 (714) 902-9000 Fax: (714) 902-9001 4 TAPPED FLAT WHEEL (1-3/8" STUD) 10 z T (FOR USE ON CART 1) V THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ 2 FLAT WHEEL (2.1- STUD) L I - I OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE @ *4 1 (FOR USE ON CART 2) PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE D 2 FLANGED WHEEL (2-1- STUD) 8 8 1 PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY I@ (FOR USE ON CART 2) THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE WHEELS MUST BE TORQUED BTWN. 30-40 Ft. lb. TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN O\� 8 U) OVER TORQUE WILL CAUSE WHEELS TO CRACK WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. U� W UNDER TORQUE WILL CAUSE WHEELS TO FALL OFF NOTE: ALL CARTS WILL HAVE WELDED ) Rail to Front Beam Connection A2 Rail to Front Reverse Beam Con. @Rail to Front Step Beare Connection ON SERRATED PALLET STOPS ONLY (1 ) TEK SCREW PER STRUT REQUIRED L ONLY (1 ) BOLT & NUT PER STRUT REQUIRED. ANGLES WILL SNUG UP ANGLES WILL SNUG UP AGAINST LOAD BEAMS 5D AGAINST LOAD BEAMS 5F FOR ATTACHMENT OF 12 5E FLANGED WHEEL TO CART SEE DETAIL D FOR CONNECTING RAIL TO INTERIOR BEAM (STEP OR STRUCTURAL) ^V !�'' f r -2 SEE RESPECTIVELY DETAILS B1 OR B2 13 "_N reawt to follow th"o f bastmictlom *eadd ro"It In 5E trom fol"s 0- 3 0 ' (B Rail to Interior Step Beam Connection (@Rail to Interior Struct. Beam Connection �<_ DEC 015 4-1 V) USE IMPACT WRENCH TO ASSURE L 2 16 FOR ATTACHMENT OF FLAT WHEEL ) THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ PROPER TORQUE (30-40 Ft. 1b. Normne pd1ft do"n-A I* OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE 1, " 'wkb pekto bW I W PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE (2.1 ") TO CART SEE DETAIL E I* PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY 15 THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN 0 Nowor Wit Wm kmedv* ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE W*Me vim and U*q*MDWP TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN mdrw" pocoomwAft'" ul WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. p"IMIAlla Pilo, pwo 0 kap-t"Wom and bow lta I ckm to addab pmparaparatloa • at tlr each FOR ATTACHMENT OF FLAT 2 WHEEL (1 -3/8") TO CART ".0m amp Fad" SEE DETAIL F I"GA 714 M4M 4p z 14 WARNING STICKER APPLY STICKER TO FACEt r% 0 3 �'-��-' Z %M;d01 OF UPRIGHT AT EYE LEVEL. zo 17 5 D 10 co 0 0 FOR SPRING ATTACHMENT3Deer) S Attachment n Ipring (�D Flanged Wheel to Cart Attachment W SEE DETAIL C z M USE IMPACT WRENCH TO ASSURE USE IMPACT WRENCH TO ASSURE :D < PROPER TORQUE (30-40 Ft. 1b.) woonj :D PROPER TORQUE (30-40 Ft. 1b.) n < 2 0) n Bill Of Materials 8Item Description UJ a) C FOR CONNECTING RAIL TO - Structural Beam W 1 Front Load Beam Z Z FRONT BEAM (STRUCTURAL, 2 Load Beams - Interior & Rear 0 0000000B 7 REVERSE STRUCT. OR STEP) 3 Welded Frame Pushback Rail CY SEE RESPECTIVELY 4- 1 ,2 Pushback Carts co DETAILS Al , A2, A3 5 D,E,F Pushback Wheels TO AVOID CROSS THREADING CL 6 Rubber Stopper - 1 --5/16" ° Q 7 Bolt-on Pallet StoOF THREADED WHEEL MOUNTS p 8 1 /2 1)- 13 x 1 -3/4" Lg. Tap Hex Bolt UO 5E START BOLT MANUALLY 5F 9 1 /2" USS Flat Washer A D V A N C E 10 1 /2"- 13 Hex Flange Nut STORAGE PRODUCTS 11 3/8"- 16 x 1 " Lg. Tc Hex Bolt _9FIct. Wheel to Cart Attachment (D�_F_hjt Wheel to Cart Attachment A Division of I.C.M. Industeles, Inc. 12 3 8"- 16 Hex Flange Nut Garden Grove. California 92841 (714) 902-9000 FAX: (714) 902-9001 13 #14 x 1 " Washer HD Hex Tek Screw DRAWN BY. P. APODACA DATE 12/09/15 14 Warning Sticker CHECKED BY' DATE BY' DATE. NOTE: BEAM CONFIGURATION AND BOM ARE REPRESENTATIVE, CHECK 15 Pushback Spring APPROVEDna. ENGINEERING/APPROVAL DRAWING FOR EXACT CONFIGURATION. 16 1 /4"-20 x 3/4" LgTap Hex Bolt JAORDEM 13147,APPHAN,-RGARD\O I DRAWINMOB MWING5 . INTERIOR AND REAR BEAMS ARE ONLY PUNCHED WITH ONE 17 1 /4"-20 NY-Lock Nut DRAWING NUMBER 5HE1'r I 111114510N HOLE PER LANE FOR PUSHBACK CONNECTION. CDL31-E 8f12/05 P13147 3.3 --- WASHER BETWEEN NUT & STOPPER WASHER BETWEEN NUT & STOPPER WASH BETWEEN NU STOPPER m , 4 Dee Lo-Pro IS VERY IMPORTANT IS VERY IMPORTANT IS VERY IMPORTANT 6 usbadk System 10 USE 2 TEK SCREWS 13STORAGE PRODUCTS6 10 6 IN FRONT BEAMA Division of J.C.M. Industries, Inc. WHEEL LEGEND 9 9 Garden Grove, CA 92841 (714) 902-90OG Fax: (714) 902-9001 B 8 TAPPED FLAT WHEEL (1-3/8" STUD) 10 z (FOR USE ON CARTS 1 & 2)FLAT WHEEL (2.1' STUD) pA P h THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ 21 OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE (FOR USE ON CART 3) PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THEFLANGED WHEEL (2.1- STUD) D I 0- PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY 2 (FOR USE ON CART 3) 8 8 THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE FWHEELSVMUST BE TORQUED BTWN. 30-40 Ft. Ib. of ° TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN OVER TORQUE WILL CAUSE WHEELS TO CRACK 8 W WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. - OW — UNDER TORQUE WILL CAUSE WHEELS TO FALL OFF1 I FOR ATTACHMENT OF FLAT WHEEL (Al Rail to Front Beam Connection @Rail to Front Reverse Beam Con . @Rail to Front Step Beam Connection C2.1 ") TO CART SEE DETAIL E FOR CONNECTING RAIL TO INTERIOR ONLY (1 ) TEK SCREW PER STRUT REQUIRED ONLY (1 ) BOLT & NUT PER STRUT LU BEAM (STEP OR STRUCTURAL) SEE REQUIRED. ANGLES WILL SNUG UP 5D AGAINST LOAD BEAMS RESPECTIVELY DETAILS B1 OR B2 ANGLES WILL SNUG UP AGAINST LOAD BEAMS FOR ATTACHMENT OF 5F FLANGED WHEEL TO CART SEE DETAIL D % 5E 4-3 7c" froth" to toftw Ar each resm In bowws or doom Imm him" or' I 01111"MMI&OGRUM& 12 13 W 4-2 9 atlno 0 201 flonm pdob ol" 01 *Updkft' M Iscato @ Rail to Interior Step Beam Connection Rall to Interior Struct. Beam Connection - V) "Ec3 2 5F Lj USE IMPACT WRENCH TO ASSURE a- 11*1dis $ N loop 15 THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ kawwamnWinvuft PROPER TORQUE (30-40 Ft. 1b.) OWN*Wad"pviw epwado" OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE at"awtILPRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE 16 PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN 4-1 3 ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN 1welon A#ft—Nwp P.&� Hhim� WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. 04 60 CA"40 W WARNING STICKER APPLY STICKER TO FACE FOR ATTACHMENT OF FLAT % OF UPRIGHT AT EYE LEVEL. z WHEEL (1 -3/8") TO CART 2 1 a SEE DETAIL F 0 n < Z Z FOR SPRING ATTACHMENT 17 5D 10 SEE DETAIL C Q '� z ring Attachment — 4Deep ) Flanged Wheel to Cart Attachment W 0 LdSPI 0 2 USE IMPACT WRENCH TO ASSURE USE IMPACT WRENCH TO ASSURE < PROPER TORQUE (30-40 Ft. 1b.) PROPER TORQUE (30-40 Ft. 1b.) 3: 8 FOR CONNECTING RAIL TO V) FRONT BEAM (STRUCTURAL, Bill Of Materials C REVERSE STRUCT., OR STEP) Item Description U) i 7 SEE RESPECTIVELY DETAILS Al i A21 A3 1 Front Load Beam — Structural Beam Z z 0 2 Load Beams — Interior & Rear 0 3 Welded Frame Pushback Rail 4- 1 ,2,3 Pushback Carts n 5 D,E,F Pushback Wheels O TO AVOID CROSS THREADING Rubber Stopper — 1 -5/16" 6 OF THREADED WHEEL MOUNTS 7 Bolt—on Pallet Sto 8 1 /2" p— 13 x 1 -3/4 if Lg. Tap Hex Bolt (DO START BOLT MANUALLY 5111, 9 1 /2" USS Flat Washer AD VAN C E 10 1 /2"- 13 Hex Flange Nut STORAGE PRODUCTS 11 3/8"- 16 x Top Hex Bolt QFIat Wheel t o Cart Attachment OF Flat Wheel t o Cart Attachment A Division of I.C.M. Industries, Inc. 12 3/8"- 16 Hex Flange N u t Garden Grove, California 92841 (714) 902-9000 FAX: (714) 902-9001 NOTE: ALL CARTS WILL HAVE WELDED ON SERRATED PALLET STOPS 13 #14 x 1 " Washer HD Hex Tek ScrewDRA WN BY: P. APODACA BATE: 12/09115 14 Warning Sticker CHECKED BY.• DA 7E. • NOTE: BEAM CONFIGURATION AND BOM ARE REPRESENTATIVE, CHECK 'ROWD BY.• DATE: F7LE.' ENGINEERING APPROVAL DRAWING FOR EXACT CONFIGURATION. 15 Pushback Springs 91 J:\OPDER5\13147,APPHAN,TIGAMO I DRAWING945 DRAWINGS16 1 /4"—,20 x 3/4 Lg. Tap Hex Bolt SC.4Z. INTERIOR AND REAR BEAMS ARE ONLY PUNCHED WITH ONE 17 1 /4"-20 Ny—Lock Nut DRAWING NUMBER SHEET Rvrsrcv HOLE PER LANE FOR PUSHBACK CONNECTION. CDL41-D 8/ 12/05 P13147 3.4 _ - LOADDEAM WELD DE51GNATION5 DEFAULT CMD wELO LOADDEAM ALLOWABLEWTyp GAPS � 3/1 GV 5EE WELD TYPE ` O f 1 1 ' f I 5TRAIGHT EDGE 9000STANDARD �k Z ® �'� 00 �a ' 0 _. 1 0 1 1 I 1 1 i ® O O I 1 f V y I ( f1 1 I OO 0 U) uj 1 1 q A A B C D E F o DEFAULT o , � _ www _ a � � WELD A„ , TVP. L 3/1 GSEE WELD TYPE �. _ _ _ _ _ � �� I 1 REVER5E48 RIGHT ANGLE 000 �x I 1 I f [A-E31 < 3/1 G" HOLD, i :;_t- ,. :;� 1 1 O 5QUARENE55 IN5PECTION O � � L' f I B", MEASURE WITHIN I ", FROM 1 t O BRACKET END 1 1 A A B C D E 1 F L OI-Ar-L r1 DEC 3 D 2015 in Imo; Ii THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE PRODUCTS, AND WHICH IS GIVEN IN CONFIDENCE. THE PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY ------- THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN DEFAULT UPRIGMT/PO5T WELD DE51GNATION5 UFRIGMT/PO5T ALLOWA13LE GAP 5 ANY WAY INCLUDING MANUFACTURING, OR TO DIVULGE TO A THIRD PARTY THE DOCUMENT OR DETAILS HEREIN WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. WELDB" 3/1 6" SEE WELD TYPE Wp` I 1 w I 0 1 1 QO O z f 1 I 1 [A-131 < 3/1 G" HOLD, C3 I 5QUARENE55 INSPECTION o 03 f 1 - 0 1 f I 1 0 C/) o 1 O O O O zQ Z W � 1 1 0 z 1 A 1 B C D E F p2 I l I I ,,,J Q J L . . . . . . J X/ �� 48 RIGHT ANGLE F Ld o � (p ( ° ° I I ° ° I zm �J P U) Q Q A ui 0 DEFAULT J 17-1 w Z U) UJ0') r to WELDz � , 3116" SEE WELD TYPE TVP. � ►/g" 1-112" � B" uJ I 1 3/1 G' 2" - 5" I w I 0 Cz START W/ FULL 5TART W1 FULL @ I j I [A-B] < 3/ 1 G" HOLD, 6 WELD _ 6„ WELD ( C� i 5QUARENE55 IN5PECTION i 1 !- 3/16” I-I/2" 12° 3/16" 112" - 1 2" ( cn I 1 1 CONTlNUOU5 CONTINUOU5 = 1 W Q i co I a 1 1 L•-J 1 1 3116" 1-1/2" I I 1 1 I I ADVANCE A D p ! STORAGE PRODUCTS 45" RIGHT ANGLE A Division of J.C.M. Industries, Inc. 4d- { I O O 1 Garden Grove, California 92$41 (714) 902-9000 FAX: (714) 902-9001 3/1 G# r^ I I 11 ��'""' �y' P. APODACA 12/09/15 3/1 6" �� ( ( A CH CKE a47E,• TYPICAL ANGLE POST TYPICAL E3ULLN05E POST PRO (14TE: PROTECTOR W PROTECTOR W J: AE,85113147,APPNAN,TIGARD�01 DRAWINGSUOB DRAWINGS DRAWING NUMBER SHEET RENS+ON P13147 3.5 Item No. Description Color Quantity Item No. Description Color Quantity m - 002 USC5FR (204,54,76,76,BP,STD) Dark Blue 42 106 BA113 (48",8"_2" ADJ, 13/1611) Orange 3 H Upright C4 x 4.5#, 54 x 204 high Load Beam, internal 3rd PB, 8"2" ADJ clips ' 76 front dblr, 76 rear dblr, STD BH,4" BP PP C3x3.5 x 48" Ig., standard, 13/16 "drop 2X1/8 diag bracing, 2X1/8 horz bracing 7/16" holes panels 36, 36, 36, 36,48 ORANGE Z Front FP 3/8X6 x 7, FP Hole A 5/8, Hole B NONE 107 BA1 R (48",8"'_2" ADJ,2-5/16") Orange 7 0 Rear FP 3/8X6 x 7, FP Hole A 5/8, Hole B NONE Load Beam, rear PB, 8".2" ADJ clips Front FP FP1 K-B, Rear FP FP1 K-B, BLUE C3x3.5 x 48" Ig., standard, 2-5/16" drop Upright punched on 4" centers 7116" holes '- - (0) 1/2X5-1/2-TZ anchors & (0) 3/4X5-1/2-TZ anchors ORANGE 003 USC5FR (204a s r r s �48 76 76 NO STD Dark Blue 24 130 BA1 S (24 ,81' 2" ADJr � �7/16 Orange 21 Upright C4 x 4.5#, 48 x 204 high Load Beam, selective, 8' 2" ADJ clips 76 front dblr, 76 rear dblr, STD BH,O" NO PP C3x3.5 x 24" long, standard, 7/16" drop 2X1/8 diag bracing, 2X1/8 horz bracing NO" holes panels 36, 36, 36, 36,48 ORANGE ' Front FP 3/8X6 x 7, FP Hole A 5/8, Hole B NONE 200 2D PB Lane (AB,48,40, 104) U-Strap Yellow 24 Rear FP 3/8X6 x 7, FP Hole A 5/8, Hole B NONE Pallet is 48" D x 40" W x 60" H x 2,200 lbs. Front FP FP 1 K-B, Rear FP FP 1 K-B, BLUE System is 104" long Upright punched on 4" centers System Colors - 1st Cart YELLOW, Rail BLACK (0) 1/2X5-1/2-TZ anchors & (0) 3/4X5-1/2-TZ anchors System has a STANDARD Cart 004 Post CD (204,76) Dark Blue 18 PS-PB bolt-on pallet stop included Upright Post C4 x 4.5# x 204 "Ig., dbl 76 " 201 3D PB Lane (ABC,48,40,156) U-Strap Yellow 106 .f' Foot plate 3/8X6 x 7, FP1K-BR Pallet is 48" D x 40" W x 60" H x 2,200 lbs. FP Hole A 5/8, BLUE System is 156" long Post punched on 4" centers System Calors - 1st Cart YELLOW, 2nd Cart ORANGER`= '`: (0) 1/2X5-1/2-TZ anchors Rail BLACK = 005 RRC Kit (C4x4.5,48'") Dark Blue 42 PS-PB bolt-on pallet stop included --' Welded Rub Rail, 48" Long 202 4D PB Lane (ABCD,48,40,204) U-Strap Yellow 27 '¢' C4x4.5 Material with 3/16" x 4" x 6" End Plates Pallet is 48" D x 40" W x 60" H x 2,200 lbs. BLUE, Hardware Included System is 204" long Q DEC 3 0 Z�15 009 RFSW HD Kit (48'",C4X4.5#,Connecting to C4X4.5#) Dark Blue 210 System Colors - 1st Cart YELLOW, 2nd Cart ORANGE, Uj Welded HD Row/Frame Spacer, 48" Long 3rd Cart BLUE, Rail BLACK C4X4.5# Material w/ 3/16" x10"H End Plates PS-PB bolt-on pallet stop included THIS DOCUMENT CONTAINS PROPRIETARY MATERIAL AND/ OR INFORMATION WHICH IS OWNED BY ADVANCE STORAGE Connecting to C4X4.5# Column 900 1/2"x5-1/2" TZ Expan Anchor 272 PRODUCTS, AND WHICH IS GIVEN 1N CONFIDENCE. THE PARTY ACCEPTING THIS DOCUMENT ASSUMES CUSTODY THEREOF AND AGREES NOT TO REPRODUCE, TO USE IN GE BLUE, Hardware included 901 3/4" x 4-3/4" Wedge Anchor 35 TO WTHIIINCLUDING RYTHE DOCUMENT GOR DETAILS HEREIN 1100 BC2F (96",8" 2" ADJ,2-7/16,ROUND) Orange 75 902 Hdw Kit 4-1/2"x1" Bolts/nuts 220 WITHOUT EXPRESS WRITTEN PERMISSION FROM ADVANCE. Load Beam, front, 8"-2" ADJ clips 903 Hdw Kit 4-112"x4" Bolts/nuts 130 C4x4.5 x 96" Ig., standard, 2-7/16" drop 910 1/8" Various x Various Shim 136 9/16 holes 911 1116"Various x Various Shim 136 ORANGE 960 A-2008-79849 Safety Orange 5 z �.� 101 BE212 ('96",12"-2" ADJ, 2-1/161 1) Orange 75 970 A-2008-79850 Dark Blue 5 o Load Beam internal 2nd PB 12" 2" ADJ clips 980 Capacity & Configuration Sign 5 C5x6.7 x 96, standard, 2-1/16" drop 990 Lo Pro Operation Instructions 2 cc z Q 7/16" holes 102A BE214 (96",12"_2" ADJ, 1-911611) Orange 12 0 ORANGE Load Beam, internal 4th PB, 12" 2" ADJ clips 102 BE21396" 12x'_2" ADJ 13/16") Orange 65 C5x6.7 x 96 standard 1-9/16" drop Load Beam internal 3nd PB 12" 2" ADJ clips 7/16" holes J P zm C5x6.7 x 96, standard, 13/16" drop ORANGE �'�" < n n 7/16 holes 106A BA114 (4811,811_2 ADJ,1-9/16n) Orange 3 ORANGE Load Beam, internal 4th PB, 8'+2" ADJ clips LL 103 BC2R (961,8''2" ADJ, 2-5/1611) Orange 75 C3x3.5 x 48" Ig., standard, 1-9/16 "drop 0 `) Load Beam, rear PB, 8"2" ADJ clips 7/16" holes 04x4.5 x 96" Ig., standard, 2-5116" drop ORANGE --� Uj 7/16" holes ---� U J ORANGE CY 104 BA1F (48",8"2" ADJ,2-7/16,ROUND) Orange 7 Load Beam, front, 8" 2" ADJ clips C3x3.5 x 48" Ig., standard, 2-7/16" drop 9/16 holes ORANGE 105 BA112 (4811 ,8" 2" ADJ,2-1/1611) Orange 7 ADVANCE Load Beam, internal 2nd PB, 8" 2" ADJ clips STORAGE PRODtUCTS A Division of I.C.M. Indus , Inc. C3x3.5 x 48" Ig., standard, 2-1/16 "drop Gorden Grove, Coliornio 92841 (714) 902-9000 FAX: (714) 902-9001 7/16 holes DRAWN BY.• P. APODACA DA 7E. 12/09/15 ORANGE H DATE: kPPROVED BY DATE: J:IORDER5113147,APPMAN,TIGARD\O I DRAW1NGN05 DRAWING5 X. NT5 DRAWING NUMBER SHEET REW-VON P1 3147 4,Q ` 4"X4.5# 1 4"X4.5# 2 GENERAL PROJECT NOTES 4"X4.5# , i. DESIGNED PER THE REQUIREMENTS OF THE 2012 IBC,ASCE 7-10 FP1 K-B FP1 K-BR &2012 RMI RACK DESIGN MANUAL 2. SEISMIC CRITERIA Ss =0.967,St =420,Fa= 1.113,Fv= 1.580, 1 " N " 1 = 1.0 NO PUBLIC ACCESS Sds =0.718 Sdi =0.442 OCCUPANCY CATAG. D � 1 5/8 1 5/8 P ( ) 1 „ 1 „ 6,> SITE CLASS D,SEISMIC DESIGN CATAGORY D V[: 3. PRODUCT WEIGHT:SEE SHEET SCE 3 1 1 1 5 8" 1 /41$ 158° 3 f 4" 3�4" 4. ANCHORS: a FP2K-B HILTI KWIK BOLT TZ 112"0 x 2.0"MIN.EMBED.ESR#1917 N (2)ANCHOR PER BASEPLATE TYP. SHIM PACK 2 X5/cg„ 5. SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. COLUMN TO BE MITERED COLUMN COLUMN 6. EXISTING S.O.G.CONCRETE THICKNESS&COMPRESSIVE 1 1/21$ TO MATCHSTRENGTH,5-1/2"x 3,000 PSI OR BETTER.DESIGN BY OTHERS. NOTES: + FOOTPLATE NOTES: 4 3/8 NOTES: 7. ALLOWABLE SOIL BEARING PRESSURE:2,000 PSF @ GRADE OR BETTER SEE SHEET P13147-4.0 FOR DOUBLER SEE SHEET P13147-4.0 FOR SEE SHEET P13147-4.0 FOR � 5 8�, 3�g" 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY LOCATION OF USE LOCATION OF USE 7„ LOCATION OF USE 7„ WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS 7" LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE 8„ INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR,LEGIBLE PRINT. DOUBLER 07/8" FOR 03/4" 4 3/S" 9. ALL BOLTS GRADE 5 OR BETTER.INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT *11w NON-STRUCTURAL 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS ANCHOR \- 2X 05/8" 1 4 CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER. FIELD WELDS,IF w DOUBLER ANY,SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED DEPUTY INSPECTOR. 2X 05/8' 3/4" -, 3/4» 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18"BETWEEN 3�43/4') 6„ TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. Q3/4" " 6 1 /2 ANCHOR ((2 PER FOOTPLATE 1 „ 1 " • 1 /2" ANCHOR (2) PER FOOTPLATE l 1 /2" ANCHOR (2) PER FOOTPLATE ° DESCRIPTION BASE PLATE: 6'x 8" DESCRIPTION COLUMN: 4"STRUCTURAL DESCRIPTION BASE PLATE: 6'x 7" DESCRIPTION COLUMN: STRUCT. CHANNEL DESCRIPTION BASE PLATE: 6"x 7" DESCRIPTION COLUMN: STRUCT. CHANNEL MATERIAL 3/8"THICK PLATE MATERIAL Con x 4.5# W/C4 V.5 BKR MATERIAL 3/8"THICK PLATE MATERIAL C4"x 4.5# W/C4"x4.5 BKR MATERIAL 3/8" THICK PLATE MATERIAL C4"x 4.5# W/C4'V.5 BKR STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSI STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSI 4 TYP. � � Z � Els" 7 � ry 0 61 u 13/8" {L BASE PLATE .d. a It nP. " 1 4° Q 3Ns 2°O 2" EMBED d d COLUMN I f< / . $�� NOTES: *N*\ 5-1/2" o °: 4 . SEE SHEET P13147-4.0 FOR 5„ 4X 05/8" 4 0 S.O.G. a 4 LOCATION OF USE z lk a. a . e d a4 N a / " a � e e i g e 4 4 d ® a. D u 0 OL 15/811 �-- m ,� Ir-0 NOTES: M 1 /2 ANCHOR (2) PER FOOTPLATE � ry 1/2 0 GR 5 M.B. (2) PER CONNECTOR . . (3) PER CONNECTOR CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED EMBEDMENT IS OBTAINED. DESCRIPTION 2- BOLT CONNECTOR NOTES: DESCRIPTION 3- BOLT CONNECTOR NOTES: DESCRIPTION HILTI KWIK BOLT TZ ANCHOR ESR 1917 NOTES: DESCRIPTION BASE PLATE: 8"X 5" DESCRIPTION COLUMN: STRUCT. CHANNEL MATERIAL 7 GAGE SEE SHEET P13147-4.0 FOR MATERIAL 7 GAGE SEE SHEET P13147-4.0 FOR SIZE 1/2"0 x 2" MIN. EMBED. SEE NOTE#4 FOR MATERIAL 3/8" THICK PLATE MATERIAL C3"x 3.5# o STEEL YIELD ASTM A572, Fy=50,000 PSI LOCATION OF USE STEEL YIELD ASTM A572, Fy=50,000 PSI LOCATION OF USE ANCHOR SPECS. STEEL YIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A572, Fy=50,000 PSI -- w 8 9 10 W N r) Z n 1 3/4" :5o UJ 1 5/8 m - co I= 1 3/8" °' C4" x 4.5# C5" x 6.7# � " tv i �= �� _jC3 x 3.5# + _j 40 Z LL! QD d a a ul P-122215-1 DESCRIPTION 4" STRUCT. BEAM NOTES: DESCRIPTION 3" STRUCT. BEAM NOTES: DESCRIPTION 5" STRUCT. BEAM NOTES: SHMNO.MATERIAL C4"X 4.5# SEE SHEET P13147-4.0 FOR MATERIAL C3" X 3.5# SEE SHEET P13147-4.Q FOR MATERIAL C5"x 6.7# SEE SHEET P13147-4.0 FOR STEEL YIELD ASTM A572, Fy=50,000 PSI LOCATION OF USE STEEL YIELD ASTM A572, Fy=50,000 PSI LOCATION OF USE STEEL YIELD ASTM A572, Fy=50,000 PSI LOCATION OF USE SCE 1 OF 3 11 12 48" 4" 7/811 1/2.. A d _ in 1211-4811 0 0 1" ac 0 3 16 C4x4.5 STRUCTURAL BEAM - - - - - - - - - - - - - - 1 1/ " n 1 1/2" lit 0 0 2 3/16" A VIEW A-A 4Y 3/16 a 0 NOTES: NOTES: STANDARD ROW SPACER HEAVY DUTY RIGID ROW SPACER DESCRIPTION STRUCT. ROW SPACER NOTES: DESCRIPTION STRUCT. ROW SPACER NOTES: MATERIAL 3/16" END PLATE ATTACH WITH (2) 1/2"0 GR.5 MATERIAL 3/16" END PLATE ATTACH WITH (4) 1/2"0 GR.5 STEEL YIELD ASTM A36, Fy = 36,000 PSI BOLT EACH END STEEL YIELD ASTM A36, Fy = 36,000 PSI BOLT EACH END 13 14 co ro TYP. 1/8', 2 TYP.>-1/8 1 1/2�r N 1 1 2" VS �-- TYR 1,8„ 2" 1� 1"3/16" /$" _ . � v QZ . tY 1 1/2u Q V 443/16' 1/811 DESCRIPTION BRACING: HORIZ. & DIAG. DESCRIPTION BRACING: HORIZ. & DIAG. MATERIAL 1/8" HORZ & 3/16" DIAG. NOTES: MATERIAL 1/8" HORZ & DIAG. NOTES: o STEEL YIELD ASTM A36, Fy=36,000 PSI TYPICAL PUSHBACK RACK BRACE STEEL YIELD ASTM A36, Fy=36,000 PSI TYPICAL SELECTIVE RACK BRACE w cj N W � or w 0 m C rn ti iZ - ! Z Y �..� U 2 Z w W > ZG, \ a N <( Q O Lu JOB NO. DEC 3 0 P-122215-1 SHM NO. SCE 2 OF 3 E -- -L E E 8" 40" 4" 4" -40" 40"-- 4" 4"- - 40"-- 8�„40”- 4" Z USC4FR 002 POSTCD 004 USC4FR USC4FR 003 0 t/a Q o Of ^ o r 2008 LANE 201 3D PB LANE W W -i CL' LU Q 8 1/4" LIFT-OFF o 7 1/4" LIFT-OFFL6" LIFT-OFF 5 INT. BEAMS 5 INT. BEAMS TYP. 168 TYP. 104 105 107 E74" TYP. 104 101 102 103 10 INT' BEAMS J 168" O �� 10 INT. BEAMS CC O O U_ T.O.B. �� o T.O.B. 100 101 103 0 T.O.B. 4 TYP. ALL 48 BEAMS CC O O RFSWHD RFSWHD ui 9 TYP. ALL 48" BEAMS o Offs (3)x o offs (3)xof <r _ _ r 3/4" CART ,� 3/4" CART 8 EXT. BEAMS 20 a- " CART "'� 8 EXT. BEAMS zav�,. STACK HEIGHT . . STACK HEIGHT 4 E:XT. BEAMS .�`• STACK HEIGHT . — TYP. 4 EXT. BEAMS oc"j _ TYP. o TYP. 12 � 84" N 84* w 13 11 coi 90" c/) 484 y0 \ CC - T.O.B. 00 T.O.B. «, -1-o N T.O.B. ��' .� Eo "' T; "' o PALLET&LOAD OfH P 1 ^ 'n v N 2V,,� 005 RRC iv 2 WUA 005 RRC STANDARD GMA PALLET 8 (1jx cr (1)x LLULIK u of 48" CLR. 96" CLR. HEAVY BOTTOM *FP2K-8 *FPIK-BR 101, 96" CLR. HEAVY BOTTOM *FP2K-8 *FPIK-B 52" C.C. HORIZONTAL *FPIK-B T.O.B. HORIZONTAL *FPIK-B *FPIK-B 100"CC >J _ . . RAI 100" C.C.CC ---� 4" BULLNOSE 54" 48" OVERHANG 4" BULLNOSE 54" 48" 48" OVERHANG .� POST PROTECTOR 104" SYSTEM LENGTH POST PROTECTOR 156" SYSTEM LENGTH ,., co 2 DEEP PUSHBACK RACK2 DEEP PUSHBACK RACK 2 DEEP PUSHBACK RACK 3 DEEP PUSHBACK RACK-TYPE A 3 DEEP PUSHBACK RACK 1 FRONT ELEVATION-1 WIDE 2 FRONT ELEVATION-2 WIDE SIDE ELEVATION 4 FRONT ELEVATION-2 WIDE SIDE ELEVATION *SEE SHT. 3.0 FOR FOOTPLATE DETAILS *SEE SHT. 3.0 FOR FOOTPLATE DETAILS W 8" 8° d 4" 40" 40" 4" 4" 40" 4" 4" ,�-40"- -40„-�, 4„ }- USC4FR USWR 12 3D PB LANE 002 003 201 USC4FR 002 USC4FR 003 POSTCD 004 12 IU co 0 5 INT. BEAMS 12 10 INT. BEAMS °o \0 Q} 202 4D PB LANELU J 190" 100 1 102 3 0 7 314" LIFT-OFF6 314" LIFT-OFF 5 INT. BEAMS o T.O.B. o TYP. <t w 0 8 EXT. BEAMS -� 170" -1 170" TYP 104 105 106 106A 107 10 INT. BEAMS 0 Q Q) T (} J o T.O.S. 4 TYP, ALL 48" BEAMS a T.Q.$. 100 101 102 1fl2A 103 RFSWHD P6' U 6" LIFT-OFF 4 EXT. BEAMS o 9 TYP. ALL 4$" BEAMS o 13 ofl9 (s)x 0 CL 130 _, c CL 3 1/4" CART �' n- 3 1/4" CART �. T.O.B. � � 8 EXT. BEAMS 2" CART �, 009 N 'I STACK r- STACT PECGHT C STACT PEIGHT 4 EXT. BEAMS o STACK HEIGHT a o ` TYP. `" 90" `N o 90" N PALLET&LOAD 70" J 13 N T.O.B. T.O.B. w STANDARD GMA PALLETCIA Q T.O.B. a m 3 � O o N N RRC 2 2 2 005D_7_,,,'__— (1)X fl5 RRC 2 005 (2)x ol (1)x 6 _ 6 T.O.B. f=96" CLR. HEAVY BOTTOM "FP2K-B L*FPIK-83 FPIK-B 10" 48" CLR. 10 96" CLR. HEAVY BOTTOM *FP2K-B *FPIK-B *FPIK-BR 100" C.C. HORIZONTAL *FPIK-B T.Q.B. T.Q.B. " HORIZONTAL *FPIK-B *FPIK-B „ �, 6" RAIL 52" C.C.� „ 100 C.C.--� 4 BULLNOSE 54' 48 48' OVERHANG 4" BULLNOSE 54" 48" 48" 48" 6 RAIL POST PROTECTOR 156" SYSTEM LENGTH POST PROTECTOROVERHANG 204" SYSTEM LENGTH 3 DEEP PUSHBACK RACK-TYPE B Ir7_'�3 DEEP PUSHBACK RACK p 4 DEEP PUSHBACK RACK 4 DEEP PUSHBACK RAC_ K4 DEEP PUSHBACK RACK FRONT ELEVATION-2 WIDE SIDE ELEVATION 8 FRONT ELEVATION-1 WIDE FRONT EtEYATION-2 WIDE SIDE ELEVATION O SEE SHT. 3.0 FOR FOOTPLATE DETAILS *SEE SHT. 3.0 FOR FOOTPLATE DETAILS Lo W F- d. N cm W ~" 8. - 5 tr 4 40"--��-40"--�' 4" J � Qm Y 0 o (*) 8 1116" LEFT-OFF ti Q TYP. 0 168" 14 T.O.B. 0 n N v o44 y" o T.O.B. PALLET&LOAD +, �� ti % z w f O f STANDARD GMA PALLET > h �•�" _ 4 C3 Q 6 �: rr` N a a Q 4 N N 96" CLR. $` x 5' i;�� UA 4 ;_' r m 991, C. 42" DEC 3 0 2015 JOB NO. , .� RELOCATED SELECTIVE RACK (1-,�-'\,R�REELOCATEDSELE�CTIVE�RA�CK P-122215-1 FRONT ELEVATION-2 WIDE ELEVATION *SEE SHT. 3.0 FOR FOOTPLATE DETAILS SHMNO. SCE 3 OF 3