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Permit 5225 - D & R Sales & Service - Storage Racks
CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - rSNP9 BUILDING PERMIT Work to be done Site Address 1041 INDUSTRY DR. Building Use WAREHOUSE Property Owner KOLL BUSINESS CENTER Address 601 STRANDER BLVD Contractor D & R SATES Address 1 041 INDUSTRY DR T.I. ($Aeks) FOR BUILDING PERMIT ONLY Suite #T Tenant Assessors Account # Phone TUKWILA, WA PERMIT # S12 2 S Control # 88 -087 (513) D & R SALES & SERVICE INC. # 575 -0765 Zip 98188 575 -4454 Zip 98188 Phone # S q • Ft. Office Warehouse Retai 1 Other Occ. Load 1st F1. 2nd Fl. 3rd F1.- Total Fire Protection: ❑ Sprinklers [] Detectors Zoning Type of Construction Special Conditions )d0 Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd Fl. $ other $ other $ Total Valuation of Construction $ 1,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt #2460/ $ 33.60 Receipt # 2L42 $ Receipt # $ Receipt # $ 3.50 Receipt # $ Receipt # $ TOTAL $ 36-50 FOR SIGN PERMIT ONLY ❑ Permanent ['Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED 15 NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SuSPENUED OR ABANDONEU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS _APE OF WORK L BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING Of A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE UR A�(CE , THl RO !SION /'Of ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR TIE PERFORMANCE OF CONSTRUCTION. ned % �f�—r' Date Li lq'E_Q LICENSED CONTRACTORS DECLARATION I hereby affirm that l 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 ( ) 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 the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date -- CITY OF TUKWILA ( Building Division' 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - Igo BUILDING PERMIT PERMIT # Sp2 2)" Control # 88 -087 (513) Work to be done T.I. (i 4JIcs) Site Address 1041 INDUSTRY DR. Suite # Tenant D & R SALES & SERVICE INC. Building Use WAREHOUSE Assessors Account # Property Owner KOLL BUSINESS CENTER Phone # Address 601 STRANDER BLVD Contractor D_& R SALES Address 1041 INDUSTRY DR FOR BUILDING PERMIT ONLY TUKWILA. WA TUKWILA 1WA Phone # S Ft. q • Office Storage/ Warehouse Retail Other Occ. Load 1st Fi. Znd F1. 3rd Fl. - -Tail Fire Protection: ❑ Sprinklers [] Detectors Zoning Type of Construction Special Conditions 575 -0765 Zip 98188 575 -4454 Zip 98188 Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st F1. $ 2nd F1. $ other $ other $ Total Valuation of Construction $ 1,000 Bldg. Permit Fee Receipt #2460/ $ 33.60 Plan Check Fee Receipt #► ?$1./7 S Demolition Receipt # S Surcharges Receipt # S 3.50 Other Receipt # S Other Receipt # $ TOTAL FUR SIGN PERMIT ONLY 0 Permanent ❑ Temporary 0 Single Face ❑ Double Face ❑ Wall Mounted [] Free Standing [] Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR wURK IS ','iS "ENDED OR ABANDONEU FUR A PERIOD OF 180 DAYS AT ANY TINE 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 ANU ORDINANCES GOVERNING THIS yy1Y, PE OF WORK L BE CCMPL1E0 WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AuTrORITY TO VIOLATE UR CE NO ISION;✓OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ned Date 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. 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 offered for sale. ( 1 1, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature)_____, Date tr'rmdea Or �: 1y�U �',4,.r,� i, • y' . vs llli'JIVAeVnr ���Li7f4:iL*Ctr�Y:A�+P. 3S CITY OF TUKWILA Building Division '6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspectio Site Address /Q 7" Requestor /Or/ Special Instructions ..,., -. .......«........., .,.....,........, w .....w�An�a�tn.Y.' §f.V::'9s};i1 t)::6 ,2,:t;i :f:2xS'!�J:% '1"AI';fttif int. .. INSPECTION RECORD PERMIT # 74i' Date Date Wanted 1-2/-83 Project ) t- 52A(Px1.1 Phone # 57. 1/Qjy a.m. p .m. Inspection Results /Comments: Inspector Date CITY OF TUKsILA Central Permit System )ontrol No. Permit No. 5.9P5— FINAL APPROVAL FORM TO: ❑ Building El Planning ❑ Public Works Fire Dept. ❑ Police El Parks/Recreation i Project Name Address Type of Permit(s) �. This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date J 1 This project is approved by this department: • Authorized Signature Date CPS Form 3 1908 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor 4/13/88 Fire Department Review Control number 88 -087 Re: D &R Sales & Service - 1041 Industry Drive Dear Sir,: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10,3 -1.1) (UFC 10.301) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in oabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) *ILA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. A high rack storage permit must be obtained from the Fire Department. If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire - extinguishing systems, smoke- removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Yours truly, The Tukwila Fire Prevention Bureau March 24, 1988 D & R SALES & SERVICES, INC. P.O. Box 2171 • Renton, WA 98056 (206) 575.4454 • Telex 350152 FAX (206) 575-8310 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 Gentlemen: Attached, please find our building permit application which we were requested to obtain as per your building inspector. We are currently using Interlake brand storage racks to warehouse aircraft life rafts, slides, life vests and various repair parts for these items. We have 20' ceilings in our building, and our racks are 12' in height. The material we store is not hazardous. We hope the information we have provided on the permit application, . along with additional information in this letter will be sufficient for us to obtain the required permits. Thank you for your help in this matter. Regards, Rick Dickson President RD /lp Encl. CITY OF TUKWILA APPROV`D 'APR 1 5.188 AS NOTED L3lf11.:DINC: i'irii ,If�r' • , 96 PLOT C.51I-It4 4. 1-k c T do` I�AC.1< fi E{GHT 82, EXIT' ,, 9,0, 4, Oftwoorsomea w • • • „9,6 1 VitIT ,b! 1- -Cf1'Y (I) 1 J1 WILA . APPROVED -APR 1519-88. AS 1JUiED BUILDING !:lvlsION NORPAC Engineering, Inc. 9 9� 932A INDUSTRY DRIVE SEATTLE, WA 98188 (208) 575.4198 FAX (208) 575.1907 Mr. Rick Dickson, Sales Manager D & R Sales and Services, Inc. 1041 Industry Drive Tukwila, Washington 98188 Ref: Storage Rack Anchorage Dear Mr. Dickson: March 16, 1988 Job 2245 In accordance with your request, we have designed floor anchorages for the storage racks in your warehouse located at the above address. This design was performed for a facility located in Seismic Zone 3 following the provisions of the 1985 Uniform Building Code pertaining to storage rack structures. The floor slab thickness of 5 ", which you provided to us, was used in proportioning the rack anchorages. All calculations developed during our effort are enclosed with this letter. For identification purposes, we assigned "type" numbers to the various storage rack configurations in your warehouse. Type 1 racks are the gray painted units oriented in the east /west direction near the middle of the warehouse. There are 6 shelves in these racks and the column frames are located at 10' -3" center -to- center. The shelf beams of the type 2 racks are painted orange and the column frames are painted green. These racks are oriented in the east /west direction, and are located against the north warehouse wall and in the first 2 rows out from this wall. The column frames are spaced at 10' -3" and 14' -3" for the type 2 racks, and they contain 3 shelves spaced at 4' -0 ". The majority of your racks are in the type 2 configuration. The type 3 racks are also painted orange and green, and are located against the west warehouse wall. These racks have 5 shelves, and the column frames are spaced at 10' -3" center -to- center. Our analysis shows that each leg of the type 1 racks should be attached to the warehouse floor by one 3/8" diameter Kwik -Bolt with a minimum of 2 -1/2" embedment. Any other brand of concrete expansion anchor having the same strength as the Kwik -Bolt product is acceptable. The type 2 racks require two 1/2" diameter Kwik -Bolts with a minimum of 2 -3/4" embedment at each leg. These expansion anchors should not be spaced closer than 6 ". The type 3 racks require only one 1/2" diameter Kwik -Bolt with a minimum of 2 -3/4" embedment at each leg. CITY OF TUi {VILA APPROVED APR 151988 AS NOTED BUILDING DIVISION ( NORPAC Engineering, Inc: SEATTLE, WASHINGTON We note that our analysis and design cover only the anchorage of the subject storage racks to the warehouse floor. We have not addressed the adequacy of the racks themselves, and have no recommendations concerning your use of them. This letter completes all services requested to date. Should you have any questions or require further assistance, please contact us• Very truly yours, NORPAC Engineering, Inc. Gregg : GRA /rl encl.. Andrus, P.E. CITY OF T UKW LA APPROVED APR 1:5 1988 AS NOTED CalJll.,DING rti„Igrif71 NORPAC Engin( ing Inc. 932A Industry Drive SEATTLE, WASHINGTON 98188 (206) 575.4196 JOB G •. j% ri.c a-- - ,..rG c ,��.e SHEET NO / _/ OF �� CALCULATED BY cX .' DATE '�/ /6/�g CHECKED BY DATE SCALE /. , c 04- { I r5'' v8c 1 s t/= eZ/c'es1-✓ 1 1 I. ! 1 I i i i I 1 f , , / /4 i i i f I 1� .._..... _ .............OG ? e:L (.............i i............ i............, i I 7 j + ' G ' 441%., F .s • • A = ?2045 SONµ 1t) I ....... I i i i I I • ........... I ! I i I I i I t t I i • . �/c vie , - : I i i e /4:72 C' k. i /4 11 / .............I.............} i i I t iiic- . 1 : . h i . t } i I I r I i 1_ 1 . ...... . �_._ __._.._. ..__._._.I on i , . .... , ,..,,-....., , J,� s I /, OL 1 3 c' 70 44 J�r K ( l'' K f a //o I 4 c j Jc /. r Za '� r zoo: df; tiooxtirmi fP•I it /l' , 61161. wr NW NORPAC Enginring Inc. 932A Industry Drive SEATTLE, WASHINGTON 98188 (206) 575 -4196 JOB SHEET NO ��'' '' OF v CALCULATED BY `.' 7 PTV f DATE 00° 9 CHECKED BY DATE. SCALE 1 j 1 I ! ; i 1 1 00 # /000 1 ' ! 1_ ✓ l j l �.t/► 1 ..................................... ...........i....._.._........_. 1 00 r i i, i i I y I S, ;/ i I i 5-z I . 1 1 11 1 j ...�/.....1 i J8t Z. o.r t.............;.......... 1 :....•.... . I I 1 ! I o I ; I ; (• i .¢z n. oh ......:...... > 1 i 86r-t. ea I' 1 7zio s I 1 1 1 H I i .,; H 1 I i 1 i. 1 I I I I . : 1 ' i i 1 4-eel- 1 , `1. 7/ el. 7 1701 - ' 1 1 1 I ti !d { 1 i -5=s- ./ 7 z. a.. i.... i ............... ..._.•..__........; Gr .. 1 : I I i I I 4 a...._.._......:....._.......... _ ..................._.........1 I a . I I I z6 1 1.. 1... 7 9 .........:....... .........._. i 11 i ! I 1 1 I ..: ............. ................... .....:..............1. ... ...`.. .......... .. I A.............:..........._: t............ ......... ..... ...... .......... .......... _. _. • ..... .._. J_.................... i 1 ' 7Zr *0 I 1 i 1 } . . / ''' ... _ .f i. .. /. _ 1 : i t .f ;. I f' .S! II fir? i — } / +8 : l. .,� pdiC j.... . /� � saG a i rOA 7 ✓/i !!ar i � /^ cy. i , I I 1 I i 1 �... .... ; 1 1 I oc 1 • { 0. . /' t 1, l6, �t 0 .g 70 /o0 0 ' T7B .............. Imo`.° ..lf.. 1 ; /% 1 i �' ° z ' �.r............ /78 L/ 8•fo1, I I 1 I 1 ' ;... : iI t i"' 1 I mac :al i V , maz, ol4il NORPAC Engineicring Inc. 932A Industry Drive SEATTLE, WASHINGTON 98188 (206) 575-4196 JOB .C— s1.r s it 4‹, i SHEET NO OF 8 CALCULATED BY�' ' U . DATE 06P e CHECKED BY SCALE DATE ( 1"") i.‘. ) oc. 7. t Z'71%6� ......... . v 1 i i i 1 ' I ! i �' I iv ! �' �i it ! I 11 1 1 i ... ... ...!.... ' ■ i ,4, 1 . ..... i .1.1 .... i. i 1 40 i .1 I i . 1 C I + , r i /A 8'`D.1 0` i I + ..�.1 ... i _ c1 i i . . i ' 1 7: • 99 I 1..... } .... .........._.............. +..... 1 I I 1.7.0(' : 0-,zj!z ).z...47 1 ( /jg¢ d' i if I I I ii 1 i.. , I i ( i ; 0 i ii !s 71t...0....0�.. 1 �.... 194 I y I ! i Oir 9,. •4 I _1 1 7 9 i 1 j I i I i j 1 1 i 1 ; / „/s- x 7.99 y.. i9 f i. i f. ' t10QXT tO4I Nrhal IK., ciao.. his OMB 'Y � /66'S" ?./5 / -J° / ' -( NORPAC Engineering Inc. 932A Industry Drive SEATTLE, WASHINGTON 98188 (206) 575 -4196 JOB zz • 4 Se- ( 7/1 .� ye SHEET NO ���� OF 8 CALCULATED BY`�' � ...-7--r DATE 3,05, es CHECKED BY DATE SCALE I ! i! 1I p. = • rx 1 ��� 1, / I i... 1 9 %7 I ` 1 ! I ... i... � I I ; !It ' ! - I/ .� SIP , i 1 1 i I ! I I I I i..... c70(tec� !o �p // . ✓ ... rye/ v.%-, ` I L i i i 1 i i ; I I ! I I j i 4'/< (S' /5 ' f ; .... iZ i� 7z-,...7-6. -. i • 578. 1. I. I. i �c. i i S7 8 '4` 1 ! 1 1 i i' 1 1 1 / 170, 1 S7o4' I I 1 I i i ? i 1 i . I j i i 3 1 I i 0...7/'7( 1�!,dre 1 1 yoa- IccW..r �� I i f T j 1 . coo"' i C-05 cc. I ; , ! i ! H./+r 1 i o, //; /`.- 1 j l! I I 1 ! 1 4' ; Y la-i."1" -i- � 81-T /d.- I ; I i I i , i I I : 1 ......i • i i i j i I • } ! I I ! i 1 1 I i 1 ._ i.. i i ' 1 1 / l I I i ..., .fj.. .... ' .... ..... ..r , I I i !fir' re, or NOW 704-11Neing% UC, babe Yla 01111 • 3.,) NORPAC Engineering Inc. 932A Industry Drive SEATTLE, WASHINGTON 98188 (206) 575 -4196 1 / I I j v._... 1 t I i 1 I r ! ! I I.._........ 1 ........................._...., ■ ! 1 ; I i ` _ 1 0 /- , /! % J o _._ r' '7' r 4...... --, JOB 07444: 7( / /iI. SCd.r- 575.7 c. o c �1,)- SHEET NO s"-- OF CALCULATED B,.'< C4 vl DATE `7. /5 CHECKED BY DATE SCALE 1 I s:a I ! ! z 1 I r I /4L Z- 0' - ; 1 ! ,... ! I 1 1 j ; • , 6;... l.u. I l...........•.. ... . ..... ...................1........... 1 I....:..... T % I0..1Fy ., t Ii a.. �...._.......�....__........ `.........1 I. $,--; Der) ., .1-71,,arlott I ! �........._.. 1 .> ..................................;.................... .....1..._.........i........... 1 ............. Oc�.�.. :...... 93o;C l I I 9,T 0 i Z� 7 1 1 , 1 ' I G 7 I > k 5- ; -• o 1 MULCT MI (NYXI/ iu.. riiw. Ns* 014/1 re-f- .f Z7GZ %J 'e;` ..... .............................. NORPAC Engineering Inc. 932A Industry Drive SEATTLE, WASHINGTON 98188 (206) 575 -4196 JOB ? /# j < %d.07 , c-._/ SHEET NO \\ GG/// OF 8/ CALCULATED CHECKED BY SCALE v✓"r DATE `37�b/4'B DATE i j I i I I I 11 ! �` } ......................... }................. ..................1............ ....................................................... ....._......................_.. �. ..........................; ............; ............. f............Z................................_... ....(......_.._..I......._..... a.........._............ . Z' ! i } to // 833 } E JJ 8/ , 1 1 c s l ■ v �! �i0 J/ I.... ; f I r' /Vo 1 ll E .3 ,g. e c� d�r�y - j i ms. ,f- 80,/ • / I .1 1 1 1 •1......./ �� } f �... jig, ., ._ .......... ......... v I : .......... ............... I 1 . .. . . E . . i 1. ............. .......... _ 1. } r 1 I 1 j I 1 I %gyp X� 1 �.pl► p �{ O } I , i G #)4,1,!. I ^ 1 1 E i ............. i I I I V = / 7 /! 1..... 1 6¢S` ...........,.......... t ..... .T r I � .., I / �. . ; ........t i � ; i } I t ... i� 1 I i i 1 1 i ! ! �j . PJ r �.00 ! O1 I } MOOIXtl0N /Nr Jl.c.,; Ws 01471 • NORPAC Engineci ing Inc. 932A Industry Drive SEATTLE, WASHINGTON 98188 (206) 5754196 JOB SHEET NO 7 OF CALCULATED B-.e/'n 04 'J. DATE .3/ 76/85 CHECKED BY DATE // SCALE c.-i a 1 ............... • ! " I J 3 3 '/ I/ 1 i { r " • i..... �..... .f.: i....:: RC1LO NO [", MC. imw Yr i el. Pdg_ 2 of 2 Report No. 2156 TABLE N0. 1— KWIK•110L1 ALLOWABLE SHEAR AND TENSION VALUES IN POUNDS" LMCNOS 11I0ML1LS n•anl MINIM I IN DIMS, IOOMIOT r, ea 3000 pi r, - .000 ►u I. = son phi MINIMUM Un,M. 1.rM. Banks War tennis Um 01►111Or IMIL11MINI (loam) MIL. 51. 1.610 Milb•al Ip. MIL* Sim Will N. Insp.' Mllksel IP.1.1►' Milk Wimp.' Million Sp. In1P! 34 134 225 115 380 360 180 650 435 220 650 34 134 430 215 380 555 28(4 650 725 365 650 % 2 580 290 380 780 390 650 835 420 650 3i 234 845 325 380 835 420 650 835 420 650 % 1% 515 260 860 590 295 1270 895 350 1550 % 234 705 355 860 970 485 1270 1110 555 1550 % 354 785 395 870 1150 575 1350 1310 655 1550 % 454 820 415 870 1200 600 1350 1340 670 1550 34 234 1050 525 1710 1380 690 2080 1690 845 2320 34 236 1330 685 1710 1800 900 2080 2420 1210 2320 % 436 1670 835 1710 2790 1400 2560 3590 1800 2880 34 8 2070 1040 1710 3070 1540 2580 3780 1890 2860 % 2 % 1240 620 2570 1850 825 2890 1910 955 3350 % 354 1440 720 2570 2270 1140 2890 2390 1200 3350 % 534 1740 870 3070 3550 1780 3850 4990 2500 3860 % T34 2070 1040 3070 4220 2110 3850 5200 2600 3880 % 33, 1870 935 3050 2530 1270 4270 2710 1380 4510 % 5 2690 1350 3050 4110 2060 4270 4390 2200 4510 % 7 3630 1820 3490 5230 2620 4610 5870 2940 5220 % 9 3880 1840 3490 5850 2930 4610 5900 2950 5220 1 ■ 434 3220 1610 6280 4000 2000 6720 5060 2530 7960 I 1 6 4040 2020 6280 8140 3070 6720 7950 3980 7960 1 8 4180 2090 6280 6840 3420 7640 8650 4330 9070 1 10 4180 2090 6280 6840 3420 7640. 8650 4330 9070 134 7 534 a 4380 2180 8440 4380 2870 8920 0180 3850 11200 1% 6% 4530 2480 8440 4530 3380 8920 7180 4500 11200 1% 834 4580 2880 r 8440 4890 4310 8920 9100 5480 11200 1% 1031 4630 3075 8440 5570 5090 8920 11100 5530 11200 Rbe tabulated shn, ..d te.sOr valves .n 0.e ..don 100.1114 4 Mew aggress* ...cvel. bawls" Ibe d.ayl.Med Mllim.le ,..pals( 8(6./11 et We tine sit iasallali... Rte tabulated v.laee on Ise imam ratalled a ui.laar..1 Lobe dianrele• .a teller and • minimum edge distance el M. diaw1m 1. 100 pined :rend' •*cie.w. Sp.tr* and edge disease, may be mime* .e M■ diaarelen 'paying ..d Ikree•du erlre ripe d11l..n /..aided 11r wakes on ndun S10 pnnN. Linear rlrepol.li.r way b• wed for IMerrdime spat**, sod edge avuplr. mn.e ter*.. vdan .n sorb. .pplk b1, sober the ../bon on rM.14d .Ni rpretal l.i dbu..s arc both 1. Srdioa 508(b) 1d w Omit. Mew tenable wolves .n applit.ble .bea the Bodkin .n ru.Lrd without sped.! MopnH.s as sat Leta r ,sedan 305(11) .1 tir Cade. TABLE N0. N —SUPER man ALLOWABLE SNEAK AND TENSION VALUES IN POUNDS1S (*51 (1110 MINIM I IN DIMS, IOOMIOT re in 21011111 r. IN •w NI re re NW rat SwaI.. Pm 1.rM. Sim 16.11* tMM IWitllw! N ! M• WIN MINI 4 ls0 M• I.11. ► ��• M. Iw• % 334 1780 .880 1,470 2450 1230 2800 3430 1720 2800 34 4% 2210 1110. 2470 3570 1790 2800 3670 1880 2800 34 514 2470 1240 2470 3570 1790 2600 3670 1880 2600 % 054 2710 1360 2470 3720 1800 2600 3670 1880 2600 1 634 5620 2810 4760 8760 4380 0910 9120 4670 7960 1 8% 6000 3530 4760 10000 5000 1 0910 11500 5750 7960 1 1031 7000 4270 4700 10000 5000 0910 14000 7130 7960 1% 8% 6500 3550 9200 10700 5350 9500 11500 5750 9660 1% 10% 7000 3000 9200 13500 6730 9500 14000 7440 9660 1% 13% 8800 4590 9200 16300 8130 I 9500 16600 8610 9660 *The tabulated dust and lest(, valves .n far ..cbon rtlalled is Mar ..Soule mom,/ ►loin0 Ibr dn10aalyd .(kraals a.wpresll.e 'mouth et the bow .I masu.l,u.. R1r tabulated values are IN /lobo, i,.lalled ..rinimum ed Weise dr.ww*n .o evMrr .ad • minimum order Jolson al .*. d .mn►n ler 100 prue.l aad.r rLne.q. Spring and edge thump owe 1r ordered u M. dowses epeeists ar4 llnr.I4..rltr Noe dntaloa prurded the ..Bun an ndu sd i0 Fewest. I.w,...nirrpo4lw art be surd tar .tee.edr* miaow ..d Rae w.grws Rine Manes raters .n nor .pplira►M Mu Mr ..Pion an iIMdled .ilk .Nerd ...pris.. as bpi 0011 i. 14111..r 30111 el 111 rwd. " net !nterIake selective storage rack design and quotation guide Pays 2 • • Designing an efficient pallet rack installation utilizing rack-311.. 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 Interack -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•85B 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 rather Covered Iry or intended for use in products cover• si by one or inure of the following p,rtents. Other patents applied lor: 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 r LU -21B LU -258 LU•27B�,� • • Elements of an Interack -30 System • ( SHELF BEAMS SAFETY LOAD LOCK II/ nw'rTV/ SAFETY LOAD \ LOCK \�® STARTER BAY 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 ADD ON BAY 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. ©1984 Interlake, Inc. ['Interlake SAFETY LOAD LOCI( 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 I PALLET Depth (A) Width (B) Height (C) Weight Pallet Condition (Stringer Length) (Board Length) • TYPE OF PALLET CDouble face El Double face flush type. single wing type. Other II LOAD Depth of pallet or load (A) (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 (D) Total Weight: Load plus pallet (F) 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) 4 way notched ri Single face El Skid. flush type. flush type See special accessory page 11. WING TYPE For designing around special handling equipment,.;. call your Interlake storage specialist. Page 4 • • 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 OBSTRUCTION, HEATER, ETC. CEILING DOOR 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 Max. width of pallet or Toad (whichever is larger) (11 B) Number of loads across (between upright frames) Allows 3" or 4" between upright frame and loads. Allow 4" between loads. (Example: allow 10" or 12" for 2 across storage.) Total length of beams (Max. load widths plus allowances) 3" or 4" 4" 3" or 4" PALLET IF WIDTH -r romirccalf or B. Rack serviced by outrigger truck using flush or wing pallets: (Example: 2 pallets wide) Inside clearance between outriggers (III C).__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 rr_IIr•r r_r_r WIND: TYPE.. 11=11111=111 1=•1111111111 Page 6 Number of pallets STEP 2: BEAM CAPACITY. . x Toad weight = required capacity per pair Beam capacity lbs. for length =LH Beams have a safety factor of 1.67 as required in A.1,S.I. Specifications. Beams are formed.: from high strength, low alloy steel with 50,000 P.S.I. min. yield strength. Baked Safety, Signal Orange paint is standard. Other colors are available. MAX. UNIFORMLY DISTRIBUTED LOAD CAPACITY. (LBS. PER PAIR 3 7' LH511B Deflection' Spec. LH531B LH5518 LH751B LH7628 AISI" Spec. Deflection' Spec. AISI" Spec. Deflection• Spec. AISI" Spec. 0ellection• Spec. AISI" Spec. Deflection' Spec. AISI" Spec. Span Cap. Dell. Cep. Dell. Cep. 0e11. Cep. Dell. Cap. Dell. Cap. Dell. Cep. Dell. Cap. Dell. Cap. Dell. Cap. Dell. Spen 36 4410 0.134 4410 0.134 7410 0.102 7410 0.102 9110 0.089 9710 0.089 11300 0.083 11300 0.083 13530 0.076 13530 0.076 36 48 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 0.189 7840 0.176 1840 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 2270 0.367 2580 0.417 4270 0,319 4270 0.319 5640 0.277 5640 0.277 6530 0.258 6530 0.258 7780 0.238 7780 0.238 66 70 2040 0.389 2450 0.466 4040 0.357 4040 0.351 5350 0.309 5350 0.309 6190 0.289 6190 0.289 7370 0.266 7370 0.266 70 72 1940 0.400 2390 0.492 3940 0.376 3040 0.376 5220 0.326 5220 0.326 6040 0.305 6040 0.305 7190 0.281 7190 0.281 72 74 1860 0.411 2330 0.518 3840 0.397 3840 0.397 5090 0.344 5090 0.344 5890 0.321 5890 0.321 7010 0.296 7010 0.296 74 76 1760 0.422 2280 0.545 3750 0.417 3750 0.417 4970 0.362 4970 0.362 5750 0.338 5750 0.338 6840 0.312 6840 0.312 76 78 1680 0.433 2230 0.573 3620 0.433 3660 0.439 4860 0.380 4860 0.380 5610 0.355 5610 0.355 6680 0.328 6680 0.328 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 0.630 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 0.467 3420 0.506 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 0,478 3350 0.529 4450 0.458 4450 0.458 5140 0.428 5140 0.428 6100 0.395 6100 0.395 86 88 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 2780 0.500 3210 0.577 4210 0.500 4270 0.500 4930 0.467 4930 0.467 5850 0.431 5850 0.431 90 92 1250 0.511 1930 0.786 2070 0.511 3150 0.602 4110 0.511 4190 0.522 4840 0.487 4840 0.487 5740 0.450 5140 0.450 92 94 1210 0.522 1890 0.819 2570 0.522 3090 0.628 3950 0.522 4110 0.544 4740 0.508 4740 0.508 5630 0.469 5630 0.489 94 96 1160 0.533 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 96Y, 2450 0.536 3010 0.661 3760 0.536 4020 0.572 96Y, 98 1120 0.544 1820 0.887 2380 0.544 2970 0.680 3660 0.544 3960 0.589 4520 0.544 4570 0.550 5420 0.508 5420 0.508 98 100 1080 0.556 1790 0.922 2290 0.550 2920 0.707 3530 0.556 3890 0.612 4360 0.556 4490 0.572 5320 0,529 5320 0.529 100 102 1040 0.567 1760 0.957 2210 0.567 2870 0.735 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 0.617 5130 0.570 5130 0.570 104 106 1000 0.589 1700 1.031 2060 0.589 2170 0.392 3180 0.589 3700 0.685 4000 0.589 4260 0.640 5020 0.589 5040 0.592 106 108 950 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 2630 0.881 2880 0.622 3520 0.762 3540 0.622 4050 0.712 4530 0.622 4790 0.658 112 114 850 0.633 1600 1.185 1800 0.633 2590 0.911 2790 0.633 3470 0.788 3430 0.633 3990 0.737 4390 0.633 4720 0.681 114 116 830 0.644 1580 1.226 1740 0.644 2550 0.942 2700 0.644 3410 0.815 3320 0.644 3930 0.762 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 3220 0.656 3870 0.787 4120 0.656 4570 0.728 118 120 780 0,667 1530 1.308 1640 0.667 2470 1.006 2540 0.667 3310 0.870 3120 0.667 3810 0,813 3890 0.867 4500 0.752 120 124 1540 0.689 2400 1.072 2390 0.689 3220 0.927 2940 0.689 3700 0.866 3760 0.689 4370 0.801 124 128 1450 0.711 2330 1.140 2260 0.711 3130 0.985 2780 0.711 3600 0.921 3540 0.111 4250 0.852 128 132 1370 0.733 2270 1.210 2140 0.733 3050 1.046 2020 0.733 3500 0.978 3350 0.733 4130 0.905 132 136 1300 0,756 2210 1.283 2030 0.756 2970 1.108 2480 0.756 3410 1.036 3170 0.756 4020 0.958 736 144 1170 0.800 2100 1.433 1830 0.800 2820 1.237 2240 0.800 3240 1.157 2850 0.800 3820 1.071 144 " Deflection Spec. is the allowable distributed load per pair of beams based, On max mum deflection of L /180`11 /180 of beam span), '" A.I.S.I. Spec, Is the allowable distributed load per pair of beams, based on A.1.6:1 :allowableitre}s governing capacity, In both col umns the safety factor is 1.67 based on the minimum yield point; of the;sfeel • "Quick Ship" items are in colored type, . Page 6 © "Preferred Standard" Items are In grey panels. • (+ i nterlake COLUMN TO COLUMN DIMENSION. MAX. UNIFORMLY DISTRIBUTED LOAD CAPACITY (LBS. PER PAIR) LH781B LH897B Deflection' AISI'• Spec. Spec, Deflection' Spec. AISI'• Spec. Dellection• AISI•• Spec. Spec. Deflection' Spec. AISI•• Spec. Deflection* Spec. AISI•• Spec. Deflection' AISI•• Spec. Spec. Span Cap. Dell. Cap. Dell. Cep, Dell. Cap. Dell. Cep. Dell. Cap. Dell. Cap. Dell. Cap. Dell, Cap. 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 0.173 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 11880 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 11580 0.245 12980 0.230 12980 0.230 15120 0.185 15120 0.185 15120 0.162 15120 0,162 72 76 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 0.169 76 82 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 0.265 14960 0.285 15120 0.252 15120 0.252 84 86 7250 0.343 7250 D.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 0.315 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 6680 0,407 6680 0.407 • 7820 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 6550 0.424 6550 0.424 7770 0.425 7770 0.425 8860 0.425 8860 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 7620 0.442 7620 0.442 8690 0.443 8690 0.443 9140 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 0.478 9380 0.449 9380 0.449 12470 0.415 12470 0.415 14210 0.415 14210 0.415 102 104 6090 0.494 6090 0.494 7220 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 0.431 104 106 6000 0.513 6000 0.513 7090 0.514 7090 0,514 8080 0.515 8080 0.515 9050 0,483 9050 0.483 12030 0.447 12030 0.447 13700 0.447 13700 0.447 106 108 5980 0,532 5880 0.532 6910 0.533 6970 0.533 7940 0.534 7940 0.534 8890 0.501 8890 0.501 11820 0.463 11820 0.463 13460 0.464 13460 0.464 108 110 6790 0.551 5790 0.551 6850 0.552 6850 0.552 7810 0.554 7810 0.554 8740 0.519 8740 0.519 11610 0.480 11610 0.480 13230 0.460 13230 0.480 110 112 5690 0.570 5690 0.570 6140 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 6600 0.590 6630 0.592 6630 0.592 7560 0.593 7560 0.593 8460 0.557 8460 0.557 11230 0.515 11230 0.515 12790 0.515 12790 0.515 114 116 5510 0.611 5510 0.611 6630 0.612 6530 0,612 7440 0.614 7440 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 1320 0.634 8190 0.595 8190 0.595 10810 0.550 10810 0.550 12380 0.551 12380 0.551 118 120 5350. 0,852 5360 0.662 6330 0,654 8330 0,654 7210 0.655 7210 0.655 8060 0.615 8060 0.615 10700 0.568 10700 0.568 12180 0.569 12180 0.569 120 122 5270 0.673 5270 0.673 6230 0,675 6230 0.615 7100 0.677 7100 0.677 7940 0,635 7940 0.635 10530 0,587 10530 0.587 12000 0.588 12000 0.580 122 124 5150 0,689 5190 0.695 6070 0.689 6140 0.697 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 7110 0.676 7710 0.676 10220 0,625 10220 0.625 11830 0.626 11630 0.626 726 128 4850 0.711 5040 0.739 5720 0.711 5960 0,741 6500 0,711 6790 0.743 7600 0.691 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 6310 0.722 6690 0.766 7490 0.118 7490 0.718 9920 0,664 9920 0.664 11300 0,665 11300 0.665 130 132 4560 0.733 4900 0.784 5400 0.733 5800 0.787 6140 0.733 6600 0.789 7310 0.733 7380 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 0.105 10980 0.705 134 136 4340 0,156 4770 0.831 5110 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 0.746 10670 0.747 10670 0.747 138 144 3900 0.800 4530 0.929 4600 0.000 5360 0.932 5220 0.800 6090 0.934 6220 0.800 6810 0.877 8890 0.800 9010 0.811 10110 0,800 10250 0.812 144 150 3620 0.833 4370 1.005 4260 0.833 6160 1.009 4830 0.833 5870 1.011 5760 0.833 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 0.867 9510 0.949 156 160 3220 0.889 4120 1.140 3780 0.889 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 0,997 160 170 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 4370 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, page Q, s longer than 90" that support deokjpp; a beam tie must be provided to prevent beams from spreading; Page 7 STEP 3: UPRIGHT FRAME DEPTH Frame depth (A) should be 4" to 6" less than pallet stringer dimension (II E) (Must be in 2" increments) STEP 4: UPRIGHT FRAME HEIGHT Starting at floor level: (Normal practice of bottom Toad on floor illustrated.) Add height of pallet and load (II D) Add clearance between top of load 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. I. FRAME DEPTH IIIIIIIWWWIIil111MIU wnmunn11111 °nunuuuuunuuuunuW 1111111 CEILING CLEARANCE LOAD HEIGHT 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. Pepe 8 HRIT csossimmem J • l' psi a A.. ' a f3 'CfAD b`� t IGHT $E ryye rr,aV,fi,4vrn:: ; � h„ S "u = '2�{e�X ;ti;3�". 1 , v 'F.R y,ME IZILIENIErm»SGS •t 15113221111121281 viu s t 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. Pepe 8 ( t UPRIGHT FRAME CAPACITY CHART FOR USE IN STEP 5 nterlake 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 -85B LU-89B LU -95B UPRIGHT FRAMES There are nine basic Interlake upright frame models in various sizes and gauges. Baked Vista Green paint is standard. LU-21B, 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 II) ._ x 2 Add 6" (suggested clearance) = row spacer length. Wall fix: Pallet overhang +6 = wall fix length. LOAD 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 .beams B. UPRIGHTS: Type Number of bays per row + one (1) X number of rows equals 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 wall fixes D. 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 A 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. Page 10 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 lbs. 48" 3/4" LA- 0148 -F2 231 Ibs. 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 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 Ibs. LA- 0228 -H 36" 2720 lbs, 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'h" high, 11%" 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 load capacity; 12" wide has 1500 lbs. at 46" length. Total Decks needed (Specify type) a nterlake • 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 36" 48" Catalog Number LA-0836•A (without LA-0848•A footplates) 36" 48" LA- 0836 -AP (Footplates 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 -R1 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 SAFETY FORK HOLDER DECK Page 12 CLEARANCE BAR CATWALK DRUM SUPPORT COIL BED CITY OF TUKWILA 6'100 SouthcenternBoulevard BUI," DING PERMIT APPLIC A TION Tukwila, Washington 98188 Control # g? (206) -433 -1849 Site Address 1041 Industry Drive Project Name /Tenant D & R Sales & Services, Inc. Valuation of Construction 000 Assessors Account# Property Owner Koll Business Center Address 601 Strander Blvd. Tukwila, WA Applicant D & R Sales & Services, Inc. Address 1041 Industry Drive Tukwila, WA Architect /Engineer Norpac Engineering Address 932A Industry Drive Tukwila, WA Contractor S i LF 04-k J LLL5 License# `-i) /R Address Suite# Floor# Phone 575 -0765 Zip 98188 Phone 575 -4454 Phone Zip 98188 575 -4196 Zip 98188 Phone Zip Class of Work: ❑ New ❑ Addition n Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition ❑ Other Describe work to be done Install racks as per engineer's recommendations Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building 177,900 Square footage of tenant space 12,250 Building Use Warehouse Will there be a change of use? ❑ Yes If yes, describe change of use, including square footages of changed areas IEI No Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes X❑ 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 AUTHORIZATION TO DO THIS WORK. Applicant /Authorized Agent (signature))( /1'�K Date March 24, 1988 (print name) Rick Dickson Contact Person (please print) Laurie Pherson Phone 575 -4454 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) Plan Check Fee (000/345.830) Bldg Code Sur Charge (000/386.904) Energy Sur Charge* (000/386.907) Other ( ) $331.01- =-eo Receipt# Date Pai d -/6 .va Receipt# 2 q. a o Date Paid 3 - ,.7s_�>•) 3, SO •.4.-68• Receipt# Date Pai d Receipt# Date Paid Receipt# , — -- Crat eC Paid *New construction only TOTAL 3Co,5O- yy.s-2. (OWES: $ g0,50 � ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot • • .f Entir OGG FLOOR USE /Occ Type, SQ.FT. LOAD USE /Occ Type SQ.FT. LOAD USE /Occ TYD B ildin OGG SQ.FT. JfAf TOTAL SQ.FT. TOTAL OCC. TOTAL TRACKING DEPT. BLDG FIRE DATE IN DATE OUT COMMEN k4G/ 616 Approved for Issuance Type of Const. To Mahan: Da a Approved: Approved (Initials) - Per letter dated -/ /-• �V Fire Protection: Spri lers ❑ Detectors 57) PLNG Approved (Initials) p BAR ❑ LAND USE /SEPA CONDITIONS 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 • other Interlake storage systems. (i)nterlake Live Storage Systems Heavy Duty Bulk Storage Courier Systems Drive -in Drive -thru Pallet Stacking Frames .4 116 IV' Quad Systems and Slotted Angle Framing atic Cantilever Rack .A Conveyois Maxi Systems Mezzanine Kits . and many morel Page 13 FLOOR PLAN ] r ; , i '..1 I.. .... I _ 7_... {. I j i-'1 i 14 .1' _.. I 1 i { j • rif1 + 1 1 i i i i t. t ' { r_...1._i....l..j 1 1 Page 14 -�- -_�`,__ --r-12z..,_ - II T _,. J c - -, I L II` \ II� \ _ o los f I I Ito \ III \ \\ Ill - - --s- r \N� 11 .i II II� \� 1111 ,I !II ? II,' :. -1F—� „I= ;.' 111 \\ riE III = �—J,n�\ — + G �—. un \\\.1 IA I \ � °; ; T�1' '∎\ rlr�41 INI ` I1- \\ I11 �v 1 viii ‘ \\ II- �'0'� I1T 11 111 -' i 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. • . • • nterlake 0 list of materials and quotations I- Q FIRM NAME ADDRESS CITY STATE ZIP DATE SHIP TO. ITEM DESCRIPTION CAPACITY REQUIRED SIZE CATALOG NUMBER QUANTITY APPROX. SHIPPING WT. PRICE PER ITEM TOTAL $ -'—t ■ w z J 0 w r 0 0 O z 0 J Q 1- D U 0 TOTAL SHIPPING WT. SUB -TOTAL MATERIALS SUPPLIED BY OTHERS FOB TERMS ( Subject 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 15 30 value analysis features for Inter• ack -30 0 nter ake,ru[[ . 100 Tower Drive Burr Ridge, Illinois 60521 Phone: (312) 789-0333 Page 16 REGIONAL OFFICES: 100 Tower Drive, Burr Ridge, IL 60521 (312) 789.0333 376 Hollywood Avenue, Fairfield, NJ 07006 (201) 575-0020 3553 Habersham at Northlake, Tucker, GA 30084 (404) 493-8074 14675 Midway Road, Suite 108, Dallas, TX 75234 (214) 385.1977 7100 Hayvenhurst Ave., Ste. 106, Van Nuys, CA 91406(818) 785-8861 MANUFACTURING AND ORDER ENTRY: Pontiac: P. 0. Box 285D, Pontiac, I L 61764 (815) 844.7191 Lodi: 1029 South Sacramento St., Lodi, CA 95240 (209) 333-3500 CONVEYORS: Shepherdsville: P.O. Box 276, Shepherdsville, KY 40165(502) 543.7046 • 0 1984 Interlake, Inc. FB716 7/84/15M 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 on 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 lip and tapers Faster rack installation Installation faster and beam adjustments easier 10. Rectangular tipped load 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.1.S.1. "Specifications for Design of Cold formed Steel Structural Members" Structural integrity of rack design Most recent and most widely recognized design knowledge utilized. 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. 20. Column arrow marks every 6" Speeds installation and future adjustments Proper beam placement, location easy to identify and see. 21. Heavy duty frame struts Improves frame strength and abuse resistance They prevent column twisting and withstand impact better: 22. Flush top beams Less wasted space Continuous storage and decking possible along top beam levels: 23. Step-down ledge beams are standard Future use flexibility Future use flexibility More rigid connection Wide range of accessories and decking fit. QA shelf bracket and various arms fit. Taper pulls beam end plates firmly . against side of columns. Surface to surface stud and column contact cause little keyhole damage. 22° taper tightens without locking. Frames and beams closely match requirements. 24. Rectangular load lock holes 25. Tapered keyhole slot and stud contact 26. Stud with 22° angle wedge Longer life, more load capacity, easier re-use. 27. Large assortment of capacities and sizes More economical design 28. No loose parts Faster installation No extra pieces to find; handle, and install. 29. Largest field sales staff Safe, more economical design You can depend on reliable, quality products delivered when promised at lowest freight costs Sales help is available when you need it. Interlake's integrity and reputation has . been earned from 30 years of serving our customer as best we can. 30. Made by Interlake at two plant locations 0 nter ake,ru[[ . 100 Tower Drive Burr Ridge, Illinois 60521 Phone: (312) 789-0333 Page 16 REGIONAL OFFICES: 100 Tower Drive, Burr Ridge, IL 60521 (312) 789.0333 376 Hollywood Avenue, Fairfield, NJ 07006 (201) 575-0020 3553 Habersham at Northlake, Tucker, GA 30084 (404) 493-8074 14675 Midway Road, Suite 108, Dallas, TX 75234 (214) 385.1977 7100 Hayvenhurst Ave., Ste. 106, Van Nuys, CA 91406(818) 785-8861 MANUFACTURING AND ORDER ENTRY: Pontiac: P. 0. Box 285D, Pontiac, I L 61764 (815) 844.7191 Lodi: 1029 South Sacramento St., Lodi, CA 95240 (209) 333-3500 CONVEYORS: Shepherdsville: P.O. Box 276, Shepherdsville, KY 40165(502) 543.7046 • 0 1984 Interlake, Inc. FB716 7/84/15M