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Permit 4655 - Costco - Storage Racks
CITY OF TUKWILA ( Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done T.T. (Ranks) Site Address 1160 SR nn nr. Building Use Office /Warehouse Property Owner Costco Warehouse Address 4401 4th Avenue S. Contractor Cnstr_n Address FOR BUILDING PERMIT ONLY PERMIT # Control # 87 -078 Suite # Tenant Costco Assessors Account # 252304- 9063 -0 Phone # 682 -8909 Zip 98134 Phone # Seattle Approved for Issuance by: S Ft. Sq. • Ts—FT. Office Storage/ Warehouse Retail Other Occ. Load 2nd FI. 3rd F1. Total Fire Protection: ( Sprinklers (J Detectors Zoning Type of Construction Special Conditions Zip 01' , ..r4„4 : // Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 17,499.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #_ $ Receipt # $ Receipt # _ $ Receipt # $ 1.50 Receipt # $ Receipt # $ 193.00 -_ $ 194.50 FOR SIGN PERMIT ONLY [ J Permanent D Temporary 0 Single Face (J Double Face J Wall Mounted J Free Standing [[ Other Building face Setbacks: Front Side Square Footage of each sign face Special Conditions Side Rear Total square footage of sign 411111111IMM• THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 NOT COMMENCED WITHIN IRO DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR NCEL �TH PRO IONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed ---- �r r� Date 3J^ — '53'7 -- LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) OWNER - BUILDER. DECLARATION ( ) 1, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of th Owner (signature) roperty, yam exclusively contracting with licensed contractor's to construct the project. ----" FMK Cos? 0ca 1-.../4044-4 Date ` ..,.7rt^,:y:pw.•;ru174^-'14,..1, y., L' t: 4;; iy{^, s' t,: �z:: lrt' trrsr°,'.'.''". fiT,•,*- a.. e-. i�.—.—; ..�,.— ....._.__.___.�,._.._.... CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done T.i_ (Racks) Site Address 1160 5axnn nr_ Suite # Building Use Offices /W?rehnu Assessors Property Owner Costco Warehouse Address 4401. 4th Avenue S. Seattle Contractor Cnctrn Address PERMIT # 4'(,3�- Control # 87 -078 FOR BUILDING PERMIT ONLY Approved for Issuance by: Tenant Costco Account # 252304- 9063 -0 Phone # 6R2 -8909 Zip 98134 Phone # Zip S Ft. G • Office Storage/ Warehouse Retail Other Occ. Load 1st F1. 2nd Fl. 3rd F1. Total Fire Protection: [] Sprinklers [( Detectors Zoning ' ' * Type of Construction Special Conditions Fees /ri sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 173409.00 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL Receipt #61 Receipt # Receipt # $ Receipt # $ 1.UE Receipt # $ Receipt # 11 $ $ 193.0.)_ $ 194.50 FOR SIGN PERMIT ONLY [I Permanent [] Temporary El Single Face C1 Double Face [] Wall Mounted [] Free Standing [I Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERM!! BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNUW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR .,WCEL THH, PRO IONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Signed:: =r te- 9 r-1 /� Date " LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER.DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) 1, as owner of thQ yroperty, am exclusively contracting with licensed contractor's to construct the project. Owner (Si gnat it..,?'`: ,.c':;. -� F < >':•^4e Date /_ Y CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPEC(';?ON RECORD PERMIT # /e.SS Date 7/3r7 Type of Inspe on ,4 Date Wanteds / f% Site Address .O cZA , Project ee c in Requestor Special Instructions Phone # a. . • .m. Inspection y Results /Comments: • III M -al .4 d 4 a Inspector Date 5//1P7 HPVIIZ.111.4bnVe.113 NYS.1W1..x ars�xs�wwu.r.m.wu..,o-.... ,.»......�.........__....._._. ,CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection R/1W -Roc& 7 ' Site Address i/(00 k icon) a, Requestor 130.54__.-- Instructions INSPEC'(')N RECORD PERMIT # 1- 1055" Date 4/ -04% Date Wanted 9-01/4/— p.m Project .etro Phone # %--47/9/ _ Jarm c-‘22 Inspection Results/Comments: .O^ 1 Inspector 96)1,7,4 i-Leep Date 3/S27 8 May 1987 Mr. Jimm:Rzepecki Rollins` =:Burdick Hunter of Washington 3131 Ell�i t Ave., Suite 500 Seattle, Washington 98121 Re: Costco Wholesale Warehouse Tukwila, Washington DM /A #86 -75.01 Dear Jim: We have received your letter dated 7 May 1987 regarding the in -rack sprinklers for the above referenced project. At this time, we have instructed Wormald Fire Protection to. begin work immediately on the in -rack sprinkler design and installation. Unfortunately, prior to receiving your letter, Costco had already stored commodities above the twelve foot level. As the sprinkler system will be installed very shortly, we are requesting permission to leave merchandise stored at the present level. Thank you, and if you should have any questions, please don't hesitate to contact our office. Yours truly, DOUGLAS MULVANNY /Architects. Bob Kroese RAK /lad cc: Ed Maron - Costco Wholesale Duane Griffin{ CitpotATukwittl Rollins Burdick Hunter of Wash,; `'on, Inc. 3131 Elliott Ave., Suite 500, Seattle, WA 98121- 1047/Telephone 206 281 -4500 IZOLHIUtz �S B E�ICI( Mr. Duane Griffin Tukwila, Department of Inspections 6200 Southcenter Blvd. Tukwila, WA 98188 May 6, 1987 Re: Costco Wholesale Protection Dear. Mr. Griffin: After review of the Costco expansion plans, we have determined that in -rack sprinklers will be needed for the new area. The bakery, which Is classified as an ordinary Class I area, should be protected in accordance with NFPA 13 -3 -6. We are giving the authority from the insurance side for Costco to store commodities on a temporary basis to the 12 foot level. After the in -rack sprinklers have been installed, stock can then be stored in normal fashion no higher than 20 feet. Thank you for your concerns and please contact me with any questions at 281 -4506. Sincerely, Jim Rzepecki Fire Protection Consultant JR:dg cc: Mr. ferry Lee Mulranny Architects Mr. Ed Marin Costco Wholesale, Seattle RS CORPORATION MAKING TECHNOLOGY WORK'" SUBJECT URS JOB NO. 71 52 ¢ • 04 DATE '2-'47 BY 87g. CLIENT Alo !IT Ne 1J S•r&e(, PAGE / OF 6 CHECKED BY (dm) PROJECT LSrLO Aers ' Tug J/L,a wA • ::._..72-1 CHrs RECEWED: CITY OF tuK:.wxl..A: ttt �, p�) 9,(_ •fir °,•'} E 4/ s.i:� ic2vi ... 2.. LEveri 20aci. -CO - 6-4 Lever _..... -t;Gr1 a 40..__o /Zo ,MortLcoQ - 8,4S L 0 781 - to s C.LEAlt — ler are 15 cat - 3/ " G't* 7b art - 6ot. u u.c — L F 21 l3 e • TD• - �' gAr-4, . k� Rolle it 3 4..► 341. - to GA, S&c� M � C. C1TY.oF TW' /I111 APPRP"'") FEB 2 7 1987 3UILDING UfVIS101'' W1 , Ta►E / ?8' uic s.QJ role 7-e,404S /E?IS q; • . ,.......... - •. Va. arrts c� r_ ,.o 014,ECfii.0 "J es O. 14 V: 0,7, -x 1. ox 1 _Roo) 440•4-6E1.„_ /_ 1 446 3 4 cndA cart, .Pro 4- 27- 11 , (/I(.1e Rhctcs YJ 1. 33 (x. Q,edko E) (.33 w • 1S kJ a D. /4W W : 2 otre 4.- I e V 6.140 21&i = 21 4 /.'e-c.. Le URS JOB NO. PAGE 2 OF . URe DATE ./4' g6 BY 8 M CHECKED BY CORPORATION (dm.) PROJECT SUBJECT Sfr EABKS -to 4 a X Fcp MAKING TECHNOLOGY WORK'" a@ 0 6.1 r Mirk. S+rhB !t.' T%( • OT ,M : 0,71144 (60 a-• 120 s CZ .12 o .. Mao ..15_..__..., •17__ or M y 6o. 86 >Z�s�s� 2,10 K2s 31/ r 65,1 z_._ 2 e .2.lox2 /2 .. GO.$ /3$ .7. /0 ± t.96. ok 4,06k (d.ouP) o, 14 k 0,0 040 or Fs, GS, 1o/ bo, $ 6 )' 07 < TK-if b1 'i ! E - '000 4.13 usrr -' 3�$'' ¢ P W � War 1Y2 iU itit a 4eD t4 t.0.1 C. FuA. ett Loj►D t r.>, G. t L T . 0.75 14 V • I, !3 k A ''".JA Res-tirr 1 eoo M1&o w t•■ C 3 k•+CR. i7 p ER, A-Y.4 Cdr- c rive 3ocvo Coa Cie Ke 0.7S -g 31 .23,2X VT �r.7, ((,.io 13 6o /. /.h Far SAY toe eft reic Cam-,s P=.. 4,06 �.... Wm it 34 � 31¢ 406 0/1(3, • 384 l` URS CORPORATION MAKING TECHNOLOGY WORK "' SUBJECT URS JOB NO PAGE 3 OF DATE IC'ab BY 4 CHECKED BY (date) CLIENT PROJECT ,e,Ac .r .oikie 77r 5 4LC. FP a o,3 *a C, 3,r 3Doo = Q psk ok etk 13� jaJPEer I 0.3 3 ¢1431* * 106A w f /-3/8v440400 C OZ. v Nt N ; /kr B V c o, 2q4 k z 2 o, 294 � er_cc- f TO /Sr SST 80 5o S 1 41tc. '1 o.2-91/x fr.r "k MAX P= 4,o6� CoL, t,js -E0 Li= z 1 O, d307 Li 60 _ s, rzs s sq, S1 Q.],s r us l s rr = .4z41" Lic % - 1,0a s -4,81 %nor s 4848 KLY /r _ lox 64.7q416? Cc, 11o,s �r /07,67 . 3. Sx = 3632'^~ .3 SY . 1957 "~ e..chclntoCS e = 29 sro kr.' r Cc,:. )07,9L a . 0,7 Ca/ - 128.419 > /o y. 67 �2 FG r D, s2,2 m Fr _ (e9Fy �L /r /«t 4 /63.27 - _ I1.67 k - 464/4 2. so/ 13,193'7 9.43 4, /Z..77 4.0 URi CORPORATION MAKING TECHNOLOGY WORK'" SUBJECT URS JOB NO. PAGE 4 OF DATE /0'86 BY 731K CHECKED BY (date) CLIENT PROJECT S7C- - gAdi<S z2a ide ILL PO 0,6 Fr 3D' /, /�� 9- /».1 + � Z 77/ 3 o 7 0,$/ t 0,43 _ 1,2g < 1,33 e Lo,J G/ root J,*L ��•.0 r e ti w �l V = kCS k) V s 0, 7S K i. O x/. O x 0.2 ki I,J : 2v+O l2 (oc.) lSk ll o-y tz 23 --a 2..2 "k !2) 2,26 2,2z,sA 4.15 uk 6) 6,a4 k- IGS 3,02 "k Z e =0,1s- L e= /,o o 14 = 0L 4- So 1' a2 o, is- r. J Loo S# La1 hie pet. GoLuM.0 AMt4J So/. a ( se 1 /0o 16 S Win. Leo". 3 1 o v. 0 y` N z......t. cs In M O 1 h u 11 — AO Z 4 URi CORPORATION MAKING TECHNOLOGY WORK`' SUBJECT URS JOB NO DATE "4 BY )8 CLIENT PROJECT ,mac legs •,'J TT 40 PAGE OF CHECKED BY (date) "'4 C- e•fsiliTy Lem-01 AJJ Aeir �4S of C` � - gi di o W tt.* ,A 24 r)kt fy • 6R,44/17y 0,1 lei L : , l x /, o k 1os : /o,s „4 ly o ins- lt) L _ , U7sx /,..x loS 2, 3 fik 7 i-4 1t1 = 2,103+ 2,24 = 4.89 ,.k L6u&c (z) 2,63- x,15" .. &.78 "k Le-vet, 6) L.1 &o 4-1-1 7 (P/ s.G = 1.137 44: 3 10, 5 1,15 9.08 C 4 F a "A" 7 S 7 7) 2- /7,..1 � �J c I EGA a/•/ eAp = 9.77. tvj /3,03 "k. GO Lobo. } 4,78 11` o� 1,44 7g 13 e-oot4 khr14 2-P/4 (it-b.i /1/ Ale l4° 46 ('•04,3632 m ia-X f = 2. o k 4 ,I , L 3 k s.�,' UR CORPORATION MAKING TECHNOLOGY WORK '1/41 SUBJECT URS JOB NO.. PAGE OF DATE fl'g 41' BY l3r7g CLIENT PROJECT $r& L eAree S " -o,J€r j G-t0 CHECKED BY (date) L) t '. F. 2. 11.61 kI 4-,c,4/11.67 k4.. 0,46 + o, sr _ d. 95 4 /. 33 —bk Lr- Z/ : CoLtl k4.1 Interlake selective storage rack design and quotation guide Page 2 Designing an efficient pallet rack installation utilizing • Interack3D.. You are the best source of information about your storage needs and the space you have to work with. Apply that information to the step -by -step proce- dures outlined in this Design Guide to design the pallet rack installation that works best for you. The most efficient storage facility is the one that provides the flexibility and capacity you need. The wide range of new Interack -30 components available enables you to select beams, columns, and acces- sories that give you maximum use of every cubic foot of storage. And I nterack -30's ease of rearrange- ment allows you to adjust easily to new load sizes and shapes. Interlake's patented safety locking device prevents accidental disengagement of beams during opera- LU -858 LU•896 tions. Interack -30 wedging studs provide maximum rigidity by forcing beam end plates firmly against the column face and sides. All struts and beam end plates are fillet welded to ensure maximum relia- bility, strength and safety. Interack -30 racks are designed in accordance with the 1983 edition of A.I.S.I.'s "Specifications for the Design of Cold - formed Steel Structural Members." Here - literally at your fingertips - are all the ele- ments you need to design the best pallet rack instal- lation for your needs: your knowledge of those needs and the space you have to work with, and the components of the most up -to -date, versatile pallet rack available to the material handling indus- try today - Interack -30. LU -75B LU -77B LU -79B COLUMN SELECTION Interack -30 columns come in four basic sizes. You need not order more capac- ity than you need. This product is either covered by or intended for use in products cover. ed by one or more of the following patents. Other patents applied for: 3,391,795 3,532,201 3,768,416 4,076,202 4,262,809 3,392,848 3,567,035 3,869,031 4,078,664 4,372,451 3,422,962 3,655,021 3,881,585 4,101,233 3,438,343 3,741,405 3,891,073 4,185,729 IF 1 1 LU -21B LU -25B LU- 27I3 ��, Elements of an Interack -30 System UPRIGHT FRAMES FLUSH TOP BEAM DESIGN Beams lock -in flush with top of col- umn to provide a flat surface at top of rack for greater storage flexibility. Shelf ledges on beams are recessed to allow shelf to fit flush with top of beams, and offer ease of accessory installation. OPTIONAL SAFETY SNAP LOCK Snaps into place automatically when beam is attached to column. Unlocks easily and quickly. Shipped in proper position for use as integral part of beam. • PAT. APPL. FOR SHELF BEAMS !!! NEW KEYHOLE DESIGN Interack -30 features a narrow, wedge - shaped keyhole* requiring minimal column metal removal. Its shape guides stud and beam smoothly into position. EASY REARRANGEMENT I nterack -30 components assemble and disassemble easily to change beam ele- vations. Studs* are tapered on all sides for smooth insertion and removal, with no projections to "hang up." Keyholes* are wedge-shaped to guide studs and beams into exact position. 01984 Interlake, Inc. nterlake SAFETY LOAD LOCK Industry accepted as the finest of all rack locking devices. Lock is an inte- gral part of the beam, not a loose part. Locks and unlocks with one hand in a second, yet keeps beam secure even under toughest jolts. Standard on all flush top beams. SLOTTED BEAM For locking in decking and cross -bars, optional: available in most beam sizes. STUD'S WEDGING ACTION Interack -30's new wedging stud* in- serts smoothly, engages the column more deeply, and employs wedging action to draw the beam end plate firmly against the new column center rib for greatest rigidity. MAXIMUM RIGIDITY AND STRENGTH Placement of reinforcing struts is computer calculated to meet individ- ual upright section requirements. All struts are inserted into and fillet weld- ed directly to the columns for greater strength and reliability. Page 3 • information required for proper rack design 1 PALLET Depth (A) (Stringer Length) Width (B) (Board Length) Height (C) Weight Pallet Condition II LOAD Depth of pallet or load (A) TYPE OF PALLET ri Double face flush type. 0 Other (whichever is larger) Width (B) Height (C) Weight Stringer dimension (E) Does load overhang pallet? If yes, how much ❑ Front to Back ❑ Left to Right Can loaded pallets be stacked on top of each other? Total Height: Load plus pallet (0) Total Weight: Loacl plus pallet (F) Double face single wing type. 4 way notched El Single face flush type. flush type ri Skid. See special accessory page 11. WING TYPE III TYPE OF HANDLING EQUIPMENT Type of lift truck Lift capacity Truck dimensions Load capacity Maximum lift height (A) Turning radius 90° stacking aisle requirements Capability of drivers Straddle or outrigger type: Straddle width (B) Straddle clearance (C) Straddle height (D) For designing around special handling equipment,, call. your Interlake storage specialist • IV PHYSICAL AREA OF RACK LOCATION Make a layout indicating size and locate walls, doors, obstructions, columns, etc. Ceiling Height Inside wall dimensions: North East South West Aisles Required Obstructions Location and number of building columns Location and number of doors size CONDITION OF FLOOR Material Level *Thickness and reinforcement of slab *Soil compaction *Where applicable nterlake SIDE ELEVATION DOOR i FLOOR how to design and select the proper components By using the step-by-step procedures outlined in this book, it is a simple task to arrive at a complete bill of materials and quotation on page 15, NOTE: Some of the products described in the following pages are available only from the Lodi manufacturing plant. Similar products may be available from Pontiac, Illinois. If in doubt, refer to factory. STEP 1: LENGTH OF BEAM A. Rack serviced by counterbalanced truck and flush pallet or Max. width of pallet or load (whichever is larger) (II B) Number of loads across (between upright frames) Allows 3" or 4" between upright frame and Toads. Allow 4" between loads. (Example: allow 10" or 12" for 2 across storage.) Total length of beams (Max. load widths plus allowances). 3'or4" 1 3" or 4" 1' i' 1 PALLET *WIDTH BEAM LENGTH 13. Rack serviced by outrigger truck using flush or wing pallets: (Example: 2 pallets wide) Inside clearance between outriggers (III CI— x 2 = Width of outriggers plus 3" (III B) x 3 = *Total beam length— *If load overhangs outriggers, use step 1A. WING TYPE WING TYPE 1�1i1 1 INN 1 / WING TYPE FLUSH TYPE 1�1A•1 11..1.1 Page 6 Number of pallets x load weig STEP 2: BEAM CAPACITY:,', weight = required capacity per pair Beam capacity lbs. for_ length = LH . . c S', etr � � - � �'t. ° i i .7 4. 1 �� of `+ "f ) ��' a C�,✓�� {° Beams.haye a safety factor of 1,67 as required inaA I S,I Specifications<8eams are formed <fiom: high strength, low allay steel with 50,000 P S Ir;mirf, yield Strength. Baked Safety Signal Orange paint is standard. Other colors a`r`e available: MAX. UNIFORMLY DISTRIBUTED LOAD CAPACITY. (LBS. PER PAIR) LH511B Deflection' Spec. AISI" Spec. LH531B Deflection' AISI" Spec. Spec. LH551B Oelleclion' Spec. AISI•' Spec. LH751B Deflection' Spec. AISI•• Spec. LH762B Deflection' Spec. AISI•• Spec. Spin Cep. Dell. Cep. Dell. Cep. Dell. Cep. Deft. Cep. Dell. Cep. Dell. Cep. Dell. Cep, Dell. Cep. Deli. Cep. Dell. Span 36 4410 0.134 4410 0.134 1410 0.102 1410 0,102 9710 0.089 9710 0.089 11300 0.083 11300 0.083 13530 0.076 13530 0.076 38 40 3420 0.229 3420 0.229 5710 0.175 5710 0.175 7510 0.152 7510 0.152 8720 0.141 8720 0.141 10420 0.130 10420 0.130 48 54 3080 0.285 3080 0.285 5130 0.218 5130 0.218 6760 0.189 6760 0.180 1840 0.176 7840 0.176 9360 0.163 9360 0.163 54 60 2690 0.333 2810 0.348 4660 0.266 4660 0.266 6150 0.231 6150 0.231 7120 0.215 7120 0.215 8490 0.199 8490 0.199 60 66 2210 0.367 2580 0.417 4270 0,319 4270 0.319 5640 0.217 5640 0.277 6530 0.258 6530 0.258 7780 0.238 7180 0.238 66 10 2040 0.389 2450 0.466 4040 0.351 4040 0.357 5350 0.309 5350 0.309 6190 0.289 6190 0.289 7370 0.166 1370 0.266 70 72 1940 0.400 2390 0.492 3940 0,376 3940 0.376 5220 0.326 5220 0.326 6040 0.305 6040 0.305 1190 0.281 7190 0.281 72 ' 74 1850 0.411 2330 0.518 3840 0.391 3940 0.397 5090 0.344 5090 0.344 5890 0,321 5890 0.321 7010 0.296 1010 0.296 74 l 76 1760 0.422 2280 0.545 3750 0,411 3750 0.417 4910 0.362 4970 0.362 5150 0.338 5750 0.338 6840 0.312 6840 0.312 16 , 18 1680 0.433 2230 0.513 3620 0.433 3660 0.439 4860 0.380 4860 0.380 5610 0.355 5610 0.355 6680 0.328 6680 0.318 78 80 1610 0.444 2180 0.601 3450 0.444 3580 0.461 4750 0.399 4750 0.399 5490 0.373 5490 0.373 6520 0.344 6520 0.344 80 82 1540 0.456 2130 0.830 3300 0.456 3500 0.483 4640 0.418 4640 0.418 5370 0.391 5370 0.391 6380 0.361 6380 0.361 82 • 84 1480 0.467 2090 0.660 3160 0.461 3420 0.508 4550 0.438 4550 0.438 5250 0.409 5250 0.409 6240 0.378 6240 0.378 84 86 1410 0.478 2040 0.690 3020 0.418 3350 0.529 4450 0.458 4450 0.458 5140 0.428 5140 0.428 6100 0.395 6100 0.395 86 ' BB 1360 0.489 2000 0.721 2900 0.489 3280 0.553 4360 0.479 4360 0.479 5030 0.447 5030 0.447 5980 0.413 5980 0.413 88 90 1300 0.500 1960 0.753 2700 0.500 3210 0.577 4270 0.500 4270 0.500 4930 0.467 4930 0.467 5850 0.431 6850 0.431 90 92 1250 0.511 1930 0.786 2670 0.511 3150 0.602 4110 0,511 4190 0.522 4840 0.487 4840 0.487 5740 0.450 5740 0.450 92 . 94 1210 0.522 1890 0.819 2570 0.522 3090 0.628 3950 0.521 4110 0.544 4740 0.508 4140 0.501 5630 0.468 5030 0.469 94 96 1160 0.633 1860 0.852 2470 0.533 3030 0.654 3800 0.533 4040 0.566 4650 0.529 4650 0.529 5520 0.489 5520 0.489 96 96!, 2450 0.538 3010 0.601 3760 0.536 4020 0.572 96'4 98 1120 0.544 1820 0.881 2380 0.544 2970 0.680 3660 0.544 3960 0.589 4520 0.544 4570 0.550 5420 0.508 5410 0.508 98 100 1080 0,556 1790 0.922 2190 0.556 2920 0.701 3530 0.556 3890 0.612 4360 0.556 4490 0.512 5320 0.529 5320 0.528 100 102 1040 0.567 1160 0.957 2210 0.567 2870 0.135 3410 0.567 3820 0.636 4200 0.567 4410 0.594 5220 0.549 5220 0.549 102 104 1020 0.578 1730 0.994 2130 0.578 2820 0.763 3290 0.578 3760 0.660 4100 0.578 4330 0.611 5130 0.570 5130 0.570 104 100 1000 0.589 1100 1.031 2060 0.589 2770 0.192 3180 0.589 3700 0.685 4000 0.519 4250 0.640 5020 0.589 5040 0.682 106 108 950 0.600 1680 1.068 1990 0.600 2720 0.821 3070 0.600 3640 0.710 3830 0.600 4190 0.664 4850 0.600 4960 0,613 108 110 910 0.611 1650 1.107 1920 0.611 2680 0.850 2970 0.611 3580 0.736 3660 0.611 4120 0.687 4690 0.611 4870 0.635 110 112 880 0.622 1620 1.146 1860 0.622 1630 0.881 2880 0.622 3520 0.762 3540 0.622 4050 0.712 4530 0.022 4790 0.658 112 114 850 0.633 1600 1.185 1800 0.633 2590 0.911 2790 0633 3470 0.788 3430 0.633 3990 0.737 4390 0.633 4110 0.681 114 116 830 0.644 1580 1.226 1140 0.644 2550 0.941 2700 0.644 3410 0.815 3320 0.644 3930 0.162 4250 0.644 4640 0.704 116 118 800 0.656 1550 1.267 1690 0.656 2510 0.974 2620 0.656 3360 0.842 3210 0.656 3870 0.181 4120 0.656 4510 0.128 118 120 780 0.667 1530 1.308 1640 0.667 2470 1.006 2540 0.661 3310 0.870 3120 0.667 3810 0.813 3190 0.667 4500 0.752 120 124 1540 0.689 2400 1.072 2390 0.689 3210 0.927 2940 0.689 3700 0.866 3760 0.689 4370 0.801 124 128 1450 0.111 2330 1.140 2260 0.711 3130 0.985 2780 0.711 3600 0.921 3540 0.711 4250 0.852 128 132 1370 0.133 2270 1.210 2140 0.733 3050 1.046 2620 0.733 3500 0.978 3350 0.733 4130 0.905 132 136 1300 0.756 1210 1.283 1030 0.156 2970 1.108 2480 0.156 3410 1.036 3170 0.156 4020 0.958 136 144 1170 0,800 2100 1.433 1830 0.800 2820 1.237 2240 0.800 3240 1.151 2850 0.800 3120 1.071. 144 • Deflection Spec. is the allowable distributed Ioad;per pair of beam/ based on maa mum dehectionof P180 (1/180 A beam span A.I,S.I. Spec. is the allowable distributed load per pair of booms, based on A 1 $.I 'allowable Weis governing cap.eity. In b901 col umns the safety factor Is 1.67 bawd on t h e yield point of thesteel •. "Quick Ship" Items are In colored type. IY "Preferred Standard" Items ere in grey panels.,'' C�1 i COLUMN TO COLUMN DIMENSION nterlake • 4� • MAX UNIFORMLY DISTRIBUTED LOAD CAPACITY (LBS. PER PAIR) LH781B LH784B LH785B LH795B LH895B LH897B cu Deflection' Spec, AISI'• Spec. Deflection" Spec, AISI•' Spec. Deflection' AISI•• Spec. Spec. Deflection' Spec. AISI'• Spec. Deflection' AISI" Spec. Spec. Deflection' Spec. AISI'• Spec. Speri Cep, Defl. Cep. Dell. Cep. Dell. Cep. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Cap. Dell, Cep. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Span 60 10080 0.172 10080 0.172 12000 0,173 12000 0,173 13710 0.173 13710 0.113 15120 0.159 15120 0.159 15120 0.110 15120 0.110 15120 0.097 15120 0.097 60 70 8750 0,231 8750 0.231 10410 0.232 10410 0,232 11880 0.232 11680 0.232 13320 0.217 13320 0.217 15120 0.171 15120 0.171 15120 0.150 15120 0.150 70 72 8530 0.244 8530 0,244 10140 0.244 10140 0.244 11580 0.245 11560 0.245 12980 0.230 12980 0.230 15120 0.185 15120 0.185 15120 0.162 15120 0.162 72 16 8120 0,270 8120 0.270 9640 0.271 9640 0.271 11010 0.271 11010 0.271 12340 0.255 12340 0.255 15120 0.216 15120 0.216 15120 0.189 15120 0.189 76 62 7570 0,313 7570 0.313 8990 0.314 8990 0.314 10260 0.314 10260 0.314 11500 0.295 11500 0.295 15120 0.269 15120 0.269 15120 0.236 15120 0.236 82 84 7410 0.328 7410 0.328 8790 0.328 8790 0.328 10030 0.329 10030 0.329 11240 0.309 11240 0.309 14980 0.285 14980 0.285 15120 0.252 15120 0.252 84 86 7250 0.343 7250 0.343 8600 0.344 8600 0.344 9820 0.344 9820 0.344 11000 0.323 11000 0.323 14650 0.298 14650 0.298 15120 0.270 15120 0.270 86 88 7100 0.358 7100 0.358 8420 0.359 8420 0,359 9610 0.360 9610 0.360 10760 0.337 10760 0.337 14330 0.312 14330 0.312 15120 0.289 15120 0.289 88 90 6950 0.374 6950 0.374 8250 0.375 8250 0.375 9410 0.376 9410 0.376 10540 0.352 10540 0.352 14030 0.326 14030 0.326 15120 0.308 15120 0.308 90 92 6810 0,390 6810 0.390 8080 0.391 8080 0.391 9220 0,392 9220 0,392 10330 0.368 10330 0.368 13750 0.340 13750 0.340 15120 0.328 15120 0.328 92 94 6600 0.407 6680 0.407 7920 0.408 7920 0.408 9040 0,409 9040 0.409 10120 0.383 10120 0.383 13470 0,354 13470 0.354 15120 0.349 15120 0.349 94 96 0550 0.424 6550 0.424 7770 0.425 7770 0.425 8860 0.425 8660 0.425 9930 0.399 9930 0.399 13200 0,369 13200 0.369 15050 0.369 15050 0.369 96 98 6430 0.441 6430 0.441 7820 0.442 7820 0,442 8690 0.443 8690 0,443 9740 0.415 9740 0.415 12950 0.384 12950 0.384 14760 0,384 14760 0.384 98 100 6310 0.458 6310 0.458 7480 0.459 7480 0.459 8530 0.460 8530 0.460 9560 0.432 9560 0.432 12710 0.399 12710 0.399 14480 0.399 14480 0.399 100 102 6200 0.476 6200 0.476 7350 0.477 7350 0.477 8380 0.478 8380 0,418 9300 0.449 9380 0.449 12470 0.415 12410 0.415 14210 0.415 14210 0.415 102 104 6090 0.494 6090 0.494 1220 0.496 7220 0.496 8230 0.497 8230 0.497 9210 0.466 9210 0.466 12240 0.431 12240 0.431 13950 0.431 13950 0.431 104 100 '9 Go's'i3 16000. +0,613 7090 0,514 7080 0.514 8080 0.515 8080 0,515 9050 0,483 9050 0,483 12030 0.447 12030 0.447 13100 0.447 13700 0.447 106 108 6880 0.532 5880 0.532 6970 0,533 6970 0.533 7940 0.534 7940 0.534 8890 0.501 8890 0.501 11820 0.463 11020 0.463 13460 0.464 13460 0.464 108 110 5190 0.551 5790 0.551 6860 0.552 6850 0.652 7810 0.554 7810 0.554 8140 0.519 8740 0.519 11610 0.480 11610 0.480 13230 0.480 13230 0.480 110 112 5690 0.570 5690 0.670 6740 0.572 6740 0.572 7680 0.573 7680 0.573 8600 0.538 8600 0.538 11420 0.497 11420 0.497 13010 0.498 13010 0.498 112 114 5600 0.590 5600 0,590 6630 0.592 6630 0.592 7560 0.693 7560 0.593 8460 0.557 8460 0.557 11230 0.515 11230 0.515 12790 0.515 12790 0.515 114 116 5510 0.011 5510 0.611 6530 0.612 6530 0.612 1440 0.614 1440 0.614 8320 0.576 8320 0.576 11050 0.532 11050 0.532 12580 0.533 12580 0.533 116 118 5430 0.631 5430 0.631 6430 0.633 6430 0.633 7320 0.634 7320 0,634 8190 0.595 8190 0,595 10870 0.550 10870 0.550 12380 0.551 12380 0.551 118 120 5360 0.652 6350 0,652 6330 0,654 9330 0,654 7210 0.655 7210 0.655 8060 0.615 8060 0.815 10100 0.568 10700 0.568 12180 0,569 12180 0.569 120 122 6270 0.673 5210 0.613 6230 0.675 6230 0.875 7100 0.617 1100 0.677 7940 0.635 1940 0.635 10530 0.687 10530 0.587 12000 0.588 12000 0.588 122 124 5150 0.689 5190 0.695 6070 0.689 6140 0.691 6900 0.689 6990 0.698 7820 0.655 7820 0.655 10370 0.606 10370 0.606 11810 0.606 11810 0.606 124 126 5000 0.700 5110 0.717 5890 0.700 6050 0.719 6690 0.700 6890 0.720 7710 0.676 7710 0.676 10220 0.625 10220 0,625 11630 0,626 11630 0.626 126 128 4850 0.711 5040 0.739 5120 0.711 5860 0.741 6500 0.711 - 6790 0.743 7600 0.697 7600 0.697 10070 0.645 10070 0.645 11460 0.645 11460 0.645 128 130 4720 0.722 4970 0.761 5560 0.722 5880 0.764 r 6310 0,722 6690 0,766 7490 0.718 7490 0.718 8920 0.664 9920 0.664 11300 0.665 11300 0.665 130 132 4580 0.733 4900 0.784 5400 0.733 5800 0.787 6140 0,133 6600 0,789 7310 0.733 1380 0.740 9780 0.684 9780 0.684 11130 0.685 11130 0.685 132 134 4460 0,744 4840 0.807. 5260 0.744 5720 0.810 5970 0.744 6510 0.812 7110 0.744 7280 0,762 9640 0.705 9640 0,705 10980 0.705 10980 0.705 134 136 4340 0.756 4770 0.831 6110 0.756 5640 0.834 5800 0.756 6420 0.836 6920 0.756 7180 0.784 9510 0.725 9510 0.725 10820 0.726 10820 0.726 136 138 4220 0.767 4710 0.855 4980 0.767 5570 0.858 5650 0.767 6330 0.860 6730 0.767 7080 0.807 9380 0.746 9380 0.748 10610 0.747 10670 0.747 138 144 3900 0.800 4530 0.929 4600 0.800 5350 0.932 5220 0.800 6090 0.934 6220 0.600 6810 0.677 8890 0.800 9010 0.811 10110 0.800 10250 0.812 144 150 3620 0.833 4370 1.005 4260 0.833 5160 1.009 4830 0.833 5870 1.011 5760 0.033 6560 0.949 8230 0.833 8670 0.878 9350 0.833 9870 0.879 150 156 3370 0.867 4220 1.085 3960 0.867 4980 1.089 4490 0.867 5660 1.092 5350 0.867 6320 1,024 7640 0.867 8360 0.948 8680 0.067 9510 0.949 156 160 3220 0.889 4120 1.140• 3780 0.089 4860 1.144 4290 0.889 5530 1,147 5100 0.889 6180 1.076 7280 0.889 8160 0.996 8270 0.889 9280 0.987 160 170 2880 0.944 3900 1.282 3380 0.944 4600 1.287 3830 0.944 5230 1.291 4550 0.944 5840 1.211 6490 0,944 7710 1,121 7370 0.944 8770 1,123 170 180 2590 1.000 3710 1.433 3040 1.000 4310 1.439 3440 1.000 4960 1.443 4090 1,000 5540 1.354_ 5830 1.000 7310 1.254 6610 1.000 8310 1.256 180 & '" refer to papa 6. NOTE; For. beams lonner than 90" that support decking', a beam tla'must be provided to prevent beams from spreading, Page 7 STEP 3: UPRIGHT FRAME DEPTH Frame depth (A) should be 4" to 6" Tess than pallet stringer dimension (II E) (Must be in 2" increments) STEP 4: UPRIGHT FRAME HEIGHT Starting at floor level: (Normal practice of bottom load on floor illustrated.) Add height of pallet and Toad (1I D) Add clearance between top of Toad and bottom of beam (B) Add thickness of support beam (use beam data on page 6 and 7 or 6 ") (C) Total [(B) plus (C) or use 10 ") Multiply this total times the number of shelf beams to equal upright frame height Rack is required to go only as high as is necessary to support top pallet. Frames supplied in 6" height increments, Height may also be limited by the extent of fork elevation of lift truck. Provide a minimum of 6" between top load and ceiling obstructions. Check local fire codes. 1111111WWWIIIInuuuuuumuuunumn ,1{uumuuuuuuuuuui yyiiii l CEILING CLEARANCE LOAD HEIGHT NVP STEP 5 : UPRIGHT FRAME CAPACITY Add total weight of loads supported by shelf beams. (II F) Determine maximum first shelf spacing (S) Refer to capacity chart, page 9, for frame type. After determining height and depth, specify catalog number as follows: The prefix, LU (for Interlake upright) is followed by eight digits. The prefix and the first three digits designate the model (LU21B, LU25B, LU27B, LU75B, LU77B, LU79B, LU85B, LU89B, LU95B). The last five digits are the depth from Step 3 and height from Step 4, Page 8 a {. Sj eta n N t "+ • ✓�, ga : ,v i' x • • { '`�"hti40; . . 'r .p'alaUYt I�'.jv�,:ff.Y, L 1 .I'�:N.P1l� L]ftiJ. �YII ' OP pp, i� } aTh� gum .rte, .. „ — .s i.,,y. �. nLi{�, ti'. i•Y.E'i•� � V t�j STEP 5 : UPRIGHT FRAME CAPACITY Add total weight of loads supported by shelf beams. (II F) Determine maximum first shelf spacing (S) Refer to capacity chart, page 9, for frame type. After determining height and depth, specify catalog number as follows: The prefix, LU (for Interlake upright) is followed by eight digits. The prefix and the first three digits designate the model (LU21B, LU25B, LU27B, LU75B, LU77B, LU79B, LU85B, LU89B, LU95B). The last five digits are the depth from Step 3 and height from Step 4, Page 8 nterlake UPRIGHT FRAME CAPACITY CHART FOR USE IN STEP 5 Maximum Unsupported Length* LU21B * ** LU25B * ** LU27B * ** LU75B LU77B LU79B LU95B 36" 18200 23000 27100 36200 42200 48200 CONSULT FACTORY 42" 18000 22800 26800 35600 41600 47400 48" 17800 22500 26500 34500 39800 45100 54" 17400 22100 25500 32300 37300 42200 60" 16800 21200 25000 30600 35300 40000 66" 16000 20300 23900 29800 34400 39000 72" 15300 19300 22700 29000 33500 37900 78" 14400 18200 21400 28000 32400 36600 84" 13600 17100 20100 27000 31200 35300 90" 12800 16000 18800 26000 ** 29900 ** 33800 ** 96" 12000 14900 17500 24700 ** 28500 ** 32200 ** * Floor to top of first beam or maximum beam spacing (whichever is greater). ** Contact Engineering Department for usage limitations at these shelf heights. * ** For beam lengths over 108" reduce frame capacity by 7% (0.93 multiplier). It is recommended that LU21 B uprights not be used with beams subjected to ledge loading in excess of 7500 lbs. per pair. LU -756 LU -77B LU -79B LU -85B LU-89B ouoiiipMIIMMMMIIIMNNIIhgmm LU -95B UPRIGHT FRAMES There are nine basic Interlake upright frame models In various sizes and gauges. Baked Vista Green paint is standard. LU -21 B, LU25B and LU27B are 3" x 1-5/8"; LU75B, LU77B and LU79B are 3" x 3 "; LU85B and LU89B are 4" x 1.5/8 "; and LU95B is 4" x 3 ". HORIZONTAL AND DIAGONAL BRACING Frames with 3" x 3" columns use 1 -1/2" x 1-1/2" channels. Frames with 1 -5/8" x 3" columns have 1 -1/2" x 1 -1/4" channels. Extra deep racks and larger size uprights have heavier bracing computer calculated to carry heavier loads. UPRIGHT FRAME FEATURES There are absolutely no dead spots along full height of column, per- mitting beam placement freedom. Each column has a foot plate pre- punched for lagging to floor. COLUMN FACTOR OF SAFETY ;. Based on minimum yield point: 1.92. All columns are high strength. `low alloy steel with 50,000 P.S.I. Minimum yield strength. Page 9 • STEP 6: AISLE CLEARANCE TO DETERMINE ALLOWABLE MAXIMUM AMOUNT OF RACK IN A GIVEN SPACE Turning radius of lift truck Depth of load + Allow an additional 12" for clearance 12" Aisle width (Normally, lift truck manufacturers will recommend width of 90° stacking aisles.) STEP 7: ROW SPACERS AND WALL FIXES Suggested row spacer length: Amount of pallet overhang (from 11) Add 6" (suggested clearance) Wall fix: Pallet overhang. _x2 row spacer length. +6 = wall fix length. II .LOAO OVERHANG STEP 8: QUANTITIES REQUIRED A. BEAMS: Type Number of beams per bay X number of bays per row X number of rows required equals B. UPRIGHTS: Type Number of bays per row + one (1)_ X number of rows equals.,._ beams frames C. WALL FIX: Number of rows adjacent to wall_ X number of bays per row + one (1) X number of wall fixes per frame equals ROW SPACERS: Number of back to back double rows X number of bays per row + one (1). X number of row spacers per frame. equals E. OTHER ACCESSORIES: As required wide assortment of commonly used shelf beam and upright frame sizes are available on quick ship inventory. See your quick ship rack program price schedule. wall fixes row spacers STEP 8: ACCESSORIES CROSS BARS To prevent misplaced or undersize pallets from falling through. Also use for die storage. Two types are available, check beam step dimensions in catalog. Sold singly. 3/4" x 3" Cross Bar 1 -5/8" x 3" Cross Bar 28" 1-5/8" LA- 0028 -F2 Maximum 36" For Beams LA-0036-F2 Uniformly Used With w /step -down Catalog Distributed Frame Depth A ledge height Number Load (Ea.) 28" 3/4" LA- 0128 -F2 505 lbs. 36" 3/4" LA- 0136 -F2 376 Ibs. 44" 3/4" LA- 0144 -F2 280 Ibs. 48" 3/4" LA- 0148 -F2 231 lbs. 1 -5/8" x 3" Cross Bar 28" 1-5/8" LA- 0028 -F2 1450 lbs, 36" 1-5/8" LA-0036-F2 1080 lbs, 44" 1-5/8" LA -0044 -F2 860 Ibs, 48" 1-5/8" LA- 0048 -F2 780 lbs. Total Cross Bars needed nterlake HEAVY -DUTY SKID CHANNEL Inside dimension 4 ", rise 2" with 3/4" flange on both sides, Sold singly. Normally required when skids are used. Used With Frame Depth A Load Capacity Each Catalog Number 28" 3630 lbs. LA- 0228 -H 36" 2720 Ibs. LA- 0236 -H 44" 2180 lbs. LA- 0244 -H 48" 1980 lbs. LA- 0248 -H Total Skid Channels needed DRUM CRADLE Prevents drum from rolling. Base of cradle is a channel which snaps onto top edge of beam. Two stops welded to channel. Sold singly, can be used in pairs. 1%" high, 1114" point to point. Catalog Number ... LA -0400 Total Drum Cradles needed For use with LH -751B thru LH -897B beams. SPACED & SOLID STEEL DECK PANELS 1-5/8" HEIGHT Spaced Decks are made from 6" or 12" wide steel panels. Panels are available either butted or spaced and fit within step down ledge of beam. 6" wide has 1250 lbs. maximum uniform Toad capacity; 12" wide has 1500 lbs. at 46" length. Total Decks needed (Specify type) Page 11 COLUMN PROTECTOR Recommended at all aisle intersections. 3/16" thick, wrap- around type with optional 1/4" thick lag plate welded on bottom. Height H Catalog Number 36" LA-0836•A (without 48" LA-0848•A footplates) 36" LA•0836•AP (Footplates 48" LA•0848.AP required) Total Column Protectors needed RIGID ROW SPACER Used to structurally connect and space two rows of racks back to back for added stability. Furnished with four nuts and bolts. Sold singly. Other sizes of Rigid Row Spacers available. Minimum of 1 per back to back - locate 18" from top of rack - two are preferable, with other one 18" from floor. Length A Cat. Number Length A Cat. Number 6" LA- 0506 -RI 12" LA.0512 -RI 8" LA- 0508 -RI 36" LA•0536•RI 10" LA•0510•RI 48" LA- 0548•RI Total Rigid Row Spacers needed RIGID WALL FIX Used to structurally connect rack to wall for added stability while maintaining desired spacing. Wall fasteners not included. Two nuts and bolts furnished. Sold singly. Other sizes of Rigid Wall Fix available. Length A Catalog Number 6" LA -0606 8" LA -0608 10" LA -0610 12" LA-0612 Total Wall Fixes needed SPLICING PIECE For joining two uprights when additional height is required. Two required per frame. Furnished with two nuts and bolts. Sold singly. Note: When order- ing uprights for use as top unit, state "No foot plates to be attached." Catalog Number: LA-0720 (3" x 1 -5/8" column) LA -0770 (3" x 3" column) Total Splicing Pieces needed • REEL 'L SAFETY FORK HOLDER DECK Page 12 CLEARANCE BAR CATWALK DRUM SUPPORT COIL BED [tnterlake other Interlake to storage systems. Live Storage Systems Courier Systems Drive•in Drive•thru Pallet Stacking Frames E1-� II • 11311 rtr Quad Systems and Slotted Angle Framing r•mi rata Cantilever Rack 111101E1W in 1111 1! p I I I 1 1111111111111 Conveyors Maxi Systems Mezzanine Kits ... and many morel Page 13 Page 14 ----- -i--- — Jill II \ I =�' L 1111 \ 111---11 r III h T II ^ ICI II L \J a \ 1I _% 1111 I la III - _;. ::: I \\iill�'/ 1= F r t.* �Ir i ' i I I I 1 ._% • hi, l \ 1 i11( - ip ` i 11(1 1 \ I1 T Ijl�\\ rill +y �"o \\ > Ili_ 11 J 1w 1 r'ltf Ili' III \ I �i <i 11 \\ Ili '� • ' i1 SAMPLE FLOOR PLAN • Use grid to layout floor plans. Be sure to show wall dimensions, column or other obstructions distances, aisles, doors, etc. SAMPLE RACK If you wish, use this guideline rack drawing to help visualize your rack needs. i nterlake list of materials and quotations FIRM NAME ADDRESS CITY STATE ZIP DATE SHIP TO' ITEM DESCRIPTION CAPACITY REQUIRED SIZE CATALOG NUMBER QUANTITY APPROX. SHIPPING WT. PRICE PER ITEM TOTAL $ • 0 TOTAL SHIPPING WT. SUB -TOTAL w z ti 0 z 0 I- 6 0 MATERIALS SUPPLIED BY OTHERS F.O.B. TERMS (Sublect to credit dept. approval QUOTATION DATA This Quotation provides for storage of loaded pallets @ lbs. each overall stacking height Area: .deep x long Clear aisle width TOTAL PRICE QUOTATION PREPARED BY NAME FIRM ADDRESS PHONE PURCHASE ORDER NUMBER Use this form as a purchase order. Quotation accepted by: NAME This purchase order subject to terms and conditions of Interlake, Inc. Papa 16 30 value analysis features for Interack -30 NEW FEATURES AND BENEFITS FEATURE BENEFIT REASON ; 1. Smaller keyhole Makes column stronger More steel left 2. Load Lock side holes moved Makes column stronger More steel in cross- sections 3. Reinforcing rib on all columns Makes column stronger Front face is stiffer. 4. Deeper stud engagement Greater abuse resistance More stud pull-out resistance 5. New front -to -back wedging action More rigid connection Stud draws end plate against reinforcing rib. 6. Reinforcing rib compensates for different steel gauges More rigid connection Rib makes possible tighter joint, uniform fit, and dimensional consistency. 7. No upper lip an new stud Easier beam removal No lip to "hang up" on top of keyhole 8. Tapered sides on wedge•stud /keyhole Easier beam installation Natural guidance of stud into keyhole 9. Combination of no upper Hp and tapers Faster rack installation Installation faster and beam adjustments easier 10. Rectangular tipped Toad locks Greater abuse resistance Force distributed over larger flat surface. 11. Load lock and deeper stud combination Persistent abuse resistance Connection holds even after column steel yields. 12. Nesting shims Rack stays as erected Footplate and shims nest. 13. Ribbed footplate Stronger footplate Rib increases footplate strength. 14. Interchangeable beams Interack -30 beams can be used with old frames New stud taper and old keyhole taper are unchanged, 15. Rack designed in accordance with 1983 A.I.S.I, "Specifications for Design of Structural integrity of rack design Most recent and most widely recognized design knowledge utilized. Cold-formed Steel Structural Members" EXISTING FEATURES AND BENEFITS 16. Load locks Secures beam from accidental disengagement Industry's most time - tested and use- proven locking device. 17. Solid corner uprights More abuse resistance Column efficiency reduced when corners cut out, 18. Safety Orange beams Vista Green frames Reduce rack damage, speed operations, and improve safety Light reflecting orange beams enable driver to see them better. 19. 2" beam adjustability Less wasted space Allows beam spacing to more closely fit your exact height requirement. ©1984 Interlake, Inc. FB716 7/84/15M CITY Of TUKWILA Building Division BU . DING PERMIT APPLIC. TION 6200 Southcenter Boulevard Tukwila, Washington 98188 ,(206) 433 -1845 Control # %--O 76 Site Address //GO SAXON TV. 11-J tN Suite# Floor# Project Name /Tenant cis -rGc=:. �,.��.--- •�� -..sr< �. Valuation of Construction 4 /z q!!!. 00 Assessors Account# Property Owner G'QSr s- m-eta-- -e .- Phone G$ -- A149 Address yyo / 1/7a• //Olt 4-70r Zip__7 /3Y Applicant See- OEtow Phone Address Zip Architect /Engineer vooci.c_i s muL.v,►wNY H. Phone 151N1- 74wer, Address /2 ?.eap Avie,0400 e41•r meL✓uE WA• Zip 9fl pt°S Contractor — CO. 1,0 License# ' _4//A9' Phone Address Jc -1. ad en Zip Class of Work:[] New El Addition [] Tenant Improvement Q Remodel (residential) Reroof ❑ Demolition 0 Interior Demolition ,® Other t_- srroeAest lattedieZ. Describe work to be done //egZv ie4- A/1161/441 1e'140s ..4-a sbe.•."" Type of Const. (UBC) -=' Sollwx.Occ. Group (UBC) 6''Z Square footage of entire building f 9y Square footage of tenant space Building Use 1,5-2 5 .es Will there be a change of use? Yes 1 No If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? Yes No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATTI�I//ON TO DO THIS WORK. Applicant /Authorized Agent (signature) r Date 2 -27.Y - ' 7 (print n am }c=c111E- e (14/1/14) Contact Person (please print) -T" Icieeso.c. Phone /-- 'Wert, r OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ /q3.c1-0 Receipt# w(r Date Paid ' 'l 2'7 Plan Check Fee (000/345.830) Receipt# Date Paid Bldg Code Sur Charge (000/386.904) 1.50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid — Other ( ) Receipt # " Date Paid *New construction only TOTAL S, /, -v (OWES: $ 9- ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Footage of Entir- Building: FLOW, USE Occ T •e SI.FT. ULL- IAD USE Occ T .: 1.FT. OCC' LOAD USE 0 c T 1: Si FT OCC lie TOTAL S1.FT. TOTAL OCC. 1 TOTAL TRACKING DEPT.- DATE IN DATE OUT CO MEN S BLDG u I-61 2 l, � Approved for Issuance_ , Type of Const. To Mahan: Date Approved: FIRE Approved (Initials) Per letter dated Fire Protection: ❑ Sprinklers 0 Detectors PLNG Approved (Initials ■ BA' ❑ 'NI '. 1 1 Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) Per letter /plans dated COLUMN B (in) 3 - D (in) 1 5/8 T (in) .071 C (in) .742 L U - 21B L U - 25B 3 1 5/8 .090 .742 LU -27B 3 15/8 -105 .742 L U.- 75B 3 3 .090 .742 L.0 -77B 3 3 .105 .742 L U - 79B 3 3 . 120 .742 L U - 99B 4 3 .120 .992 5 1/8 1 5/8 ~ LH 785B 5 1/8 1 5/8 1 1/2" FRONT ELEVATION TYP. }-1 1/4 Q 1/8 5 "MAX. TYR 3" MAX. t_ TYP ]r lrc_ccl_.(cc_cira(fl�I;I .Ur -tc LU -75B & LARGER T =.090 VARIES SEE PLAN 1" 4 - 7/16" d> BOLTS C? 3 1/2" RIGID ROW SPACER (OCCURS WHERE RACKS ARE BACK TO BACK ) E 22„ 3/4" LH511B LH531B LH551B BEAMS LH895B, LH897B BEAM A (in) B (in) S (h) T (n)) LH511 B 2 1/2 3/4 .2998 .0642 LH531B 3 7/16 3/4 .5145 .0642 LH551B 4 3/4 _ .6665 .0642 LH 751B 4 1/16 1 5/8 .7940 .0642 L H 762 4 3/8 1 5/8 .9752 .0705 1. H781 B 5 1/b 1 5/8 1.1570 1.3851 •0642 .0779 L H 784 B 5 1/8 1 5/8 ~ LH 785B 5 1/8 1 5/8 1.5893 •0905 L H 795B 5 1/2 1 5/8 1.7873 .0905 L H 8958 5 3/4 1 5/8 2.4982 . 0905 LH 897B 5 3/4 1 5/8 2.8573 .1053 WIDTH VARIES SEE PLAN TYP FRAME ELEVATION ~A' (STD) 1/8 11/4 CONC. SLAB- - SEE PLAN t 8" irra =ui5:!ci=crcti111Wrlit--•rti- ir�lll_cc� LU-21B, LU -25B, LU -27B COLUMN TO BEAM 8 CONNECTOR END PLATE WELDS VARIES SEE FLAN 8" BRACKET • 1 .179 PLATE WELD "B„ 4 PIN CONNECTOR EITHER FACE 3 SIDES 10 GAGE 3/8 "P x 2 1/2 "MIN 3/8 "P APPROVED (WEDG -IT) EXPANSION ANCHOR (MIN.) 1 1/2" MIN. SIZE 3 "x 3" MIN. LARGER BASE PLATE MAY BE USED (OPTIONAL) (SEE OTHER DRAWINGS OR CALCULATIONS) STANDARD BASE PLATE .179 PLATE 7/16 "c / HEX - -, 7/16 GS RIVETS 10 .281 .346 SECTION SECTION SHOWING SHAPE OF RIVET IN .179 PLATE r■-1 1/2" LU-21B, 25B, 27B LU -75B, 77B,79B LU -99B & LARGER 14 GA --� �- I I 11/2" 1 29/32" 1 %/4" 1 STRUT BEAM COLUMN SAFETY LOAD LOCK 6" BRACKET .179 PLATE SEE WELD "A" "B" OR "C" BELOW CITY OF TUKWILA APPROVED FED 27 1987 fit/Itu fli m. D ?NG D1v!SION NOTES : 1.) SOIL BEARING VALUE = P.S.F. UNDER SLAB 2) STEEL FOR SHAPE: ASTM A570 50,000 PSI. YIELD 3) WELDS IN SHOP OF L.A. CITY LICENSED FAB NO. 77 7 4) BOLTS A325 orthern Steel Material Handling Specialists f�..�.1. CUSTOMER SCALE (206) 575-1671 600 Andover Pk.E. Seattle, WA 98188 .. DATE PV/61/7g 7 NOTE: THIS DRAWING (OR PRINT) IS THE PfOPERTY OF' NORTHERN STEEL, SEATTLE, U.S.A. AND SHALL NOT BE ' TRACED. PHOTOGRAPHED, PHOTOSTATED, OR REPRODUCED 'JN. ANY MANNER NOR USED FOR ANY PURPOSE WHATSOEV* EXCEPT BY WRITTEN PERMISSION OF NORTHERN STEEL.. DRAWING NO., 'i ! i" lirl rit r#u )fifjTi i i ' !' i 1 iili f if n 1013 stilllii i 1i111ii'i aft I II�I�IIII 11111!111 1