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Permit B93-0403 - PARAMOUNT SUPPLY - STORAGE RACKS
n'tt '1444141-1;* z4' Pc-VAMDU� 3uPPL\I t�% ® l 16kwi (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B93 -0403 Type: B -RACK Category: Address: 10832 EAST MARGINAL WY S Location: Parcel #: 032304- 9164. Zoning: Contractor License No.: Status: ISSUED Issued: 10/25/1993 Expires: 04/23/1994 TENANT PARAMOUNT SUPPLY 10832 EAST MARGINAL WY S, TUKWILA, WA 98168 OWNER MCCONKEY DEVELOPMENT CO C/O HIATT DEBBIE, 4040 168TH AV, REDMOND WA 98052 CONTACT 'GEORGE H. CONNER Phone: 206 762 -1717 10832. EAST MARGINAL WY S,. „TUKWILA, WA 98168 * * * * * * * * ** * ** * * ** * * * * * * * * * ** *�C. *, *A k�k.: * *k *4t4 { rFk ;tk *. *** * ** * * * * *lr * ** * ***** * ** *roc* Permit Description: INSTALL RAPID RACK otals 3,080 610 640 1 50 UBC Edit'.'on. 199;1 Valuatti''on. 15,000 OCL Tot ****,*** At**** ** * ** *4k * *• *4. **k * * ** * * *.k.k; tic *.kk'k*** *k4i * ***4* ** ** I` cr Permit Carter "'Auth 'd orize Siign;ature' °,, 4 , I hereby certify° that I have read and'., examtined thi's`.permiyt an'd`knowjr'the same to bel trues and correct. All provisions 0of `lbw ,and: >`ordin'ances'Y governing�;t;this'. work w;i l l be complied with, whethery;spetcified erein or not. The rantin of this ern►it does notl? }resu 'e to ive_ "authorit to' violate g g p p nl. �:. $ Y, or cancel the `provisions of any other state .or,. lo,ca'l laws'` regu�l,a.ting construction ;or`Fw the 4erformance of work. I am .a'uthorize "d to. s,:lsgn for and obtain; this biit':i. in.g`'pe,r;mit. Signet Print Nante: This Permit shall become nu. 1`l a' 180 days from the .date of issuance abandoned for a period of: 180 days rk is not commenced within r 'f the :work is suspended or from the last inspection. CITY OF TUKWI Department of Co}, nunity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER f3ci 3- 0403 PROJECT NAME p GLMO � ' (_Jpp► SITE ADDRESS SH'ITE NO. 10% M 043i nd..1 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT.. BUILDING - initial review TE 1 VFIRE RPR9V.E 10- 15'x+3 _JFOUT D) �O ` ��� b /� o f /2, 3 FIRE PROTECTION: ! Sprinklers FIRE DEPT. LETTER DATED: /0 d o 92 INIT: /11-41 UIREMEN'1 CONSULTANT: Date Sent - iNl1AEiV "- _ Date Approved - Detectors INSPECTOR: N/A O PLANNING O PUBLIC WORKS ZONING: BAR/LAND USE CONDITIONS? Yes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? (l Yes ( j No s- E- INIT: PUBLIC WORKS LETTER DATED: O OTHER BUILDING - final review BUILDING OFFICIAL INIT i0 INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes ,®.No UBC EDITION (year): 00127#I INIT: 93 REVIEW COMPLETED AMOUNT i OWING: Q( t�,� CONTACTED r^ �7l ©�� DATE NOTIFIED \ C5^ q, q BY: ``. (init.) ( j 2nd NOTIFICATION I (iY: (init.) 3RD NOTIFICATION • BY: (init.) 01 108193 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN3 PERMIT APPLICATION PLAN CHECK �rt �_ 0(40.3 NUMBER `1 APPLICATION; MUST BE FILLED OUT ..:;COMPLETEL Y DESCRIPTION BUILDiNG PERMIT:FEE . PLAN :CH ECK !.FEE >: :< : >: BUILDING: SURCHARGE>< • T H E R ::> >: >;:» MEMINAMI RCPT.. SITE ADDRESS 10832 E. MARGINAL WAY SOUTH PROJECT NAME/TENANT PARAMOUNT SUPPLY COMPANY SUITE # VALUE OF CONSTRUCTION - $ 43,--boo, 00 ASSESSOR ACCOUNT # TYPE OF (New Building U Addition (Tenant Improvement (commercial) Demolition (building) WORK: (J Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: INSTALL RAPID RACK SHELVING AND PALLET RACK BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: INDUSTRIAL VALVE, FITTING, INSTRUNENTATION SUPPLY WILL THERE BE A CHANGE IN USE? la No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 85,125 SQ.FT.Tenant Space: 7750 SQ. FT. Area of Construction:SEE SITE ADD. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: PVC - CEMENT & PRIMER IN METAL PINT, QUART CANS PROPERTY OWNER McCONKEY DEVELOP Is COMPANY PHONE 206 - 889 -1180 ADDRESS 3006 NORTHUP WY SUITE # 101 BELLEVUE, WA. ZIP 98004 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT HOWARD TURNER PHONE 365 -7431 ADDRESS ZIP t:<HEREBY :CERTIFY.THAT :1 HAVE ,READ:AND EXAMINED THIS: APPLICATION:. :AND :KN ;BE;TRUE':AND <CORRECT, AND1 AM> AUTHORIZED TO; APPLY.: FOR.: THIS`PERMIT' SIGNAT RE 2z''C, BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME McCONKEY D OPMENT CO. ADDRESS 3006 NORTHUP WY SUITE 41101 DATE /O- /5 -P 3 PHO(N cze /- //a CITY/ZIP BELLEVUE,WA 98004 CONTACT PERSON 4� -" - Gkr39e 1-1, C.onn .ev. PHONE 889 1468 (0a5... APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure tgfill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements, Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting ' application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED O` lv— q3 DATE APPLICATION EXPIRES 1%-_—___9_Lizmor COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS:; Completed building permit application (one for.each structure AssessorAocount Number wo sets :(2) of the following • Specifications ;: >; Structural calculations stamped by .a Washington State license engineer: COMMERCIAL TENANT IMPROVEMENT: Completed building permlt•appliication (one :for ocation::of tenant space xisting>and proposed parking ndscape plan (if applicable, i e , change of use Soils report stamped by a Washington State licensed engineer Topographical survey n Energy calculations stamped by a Washington State license • .:engineer or architect • n Legal description ri Working drawings, stamped by a n Washington State licensed architect, which include: Overall building plan Tenant location :: :Use of: adjacent_(common wall) tenant :Overall dimensions of building or square foots Floor,plan of proposed :tenant s enant :Apace :pi an with use of each room Isbell • Exit doors, egress patterns • :New walls, existing wall, :and Walls to be demolishe Con struction`details ross'sections showing wall construction and meth attachment :forfloor and: ceiling Structural calculations stamped a Washington State licensee engineer may be required by if structural work is to be done (2 sets NOTE ll uty utility work ls, to be done, submit separate utility perm .application end plans. • Site plan • Architectural drawings Structural drawings Mechanical drawings Elevations • •. Civil drawings •.Landscape plan ; Completed utility. permit application Six;(6) refs :ot.civil drawings NOTE Sae utility permit application and checklist for specrfc utili • submittal requirements RACK STORAGE ':: REROOF:::.. Completed building permit application (one AssessorAccount Number Completed building perriiit application Assessor Account. Number Two (2) sets of plans, which Include: Building floor plan showing Narrative describing existing roof, material being ,material being installed NOTE A.certification letter is required prior `to fnal.lnspectlon and sign -:' off of the permit • ANTENNA/SATELLITE DISHES' Completed building permit application' • Entire space where racks will be located • Exit doors • Dimensions of all aisles:.: Tenant space floor plan showing rack:storage layout aisles and .• exits... • NOTE: Include dimensions of racks (height., width and length) aisles and exit ways on plan Structural calculations stamped: by a Washington State licensed engineer (rack storage 8'. and over) RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS /ADDITIONS Completed. building permit application (one. for. each structure) Legal description Assessor Account Number nTwo sets (2) of working drawings which include: 1.1 Assessor Account Number Two (2) sets of plans, which include Site Plan (showing building and location of antenna/satellite dish Details;antennalsatellite dish: and: method of:attachment :Structural calculations stamped by a Washington State license :. engineer' may be required RESIDENTIAL REMODELS Completed building permit application ,(one for. each structure • Assessor Account Numbe•,; Two (2) sets of working drawings; which Include :: Site: plan Foundation plan •• Floor plan •. Roof: plan Building elevations (all:views ■• Buildiing Cross= section :'Structural framing plans • Site; plan. . . -ai• (On plan; sh ow closest hydrant location.. • Foundation plan Inc /udeaccess :tobulldin9,:showing • Floor; plan width and length of access ) • Roof plan • Bullding:elevations (all views • Building cross- section • Structural framing plans Washington State. Energy Code data .. n Completed utility permit application: E Six. (6) sots of site plans showing utilities NOTE: Building 'Site On and utility. site plan may be combined.: See iitillry permit application and checklist lor.spocific submittal requirements. Additional topographical and soils information maybe required if unique situ conditions. •NOTE ;If anyk utliry •work is to be Bona provide utility permit application. and plans must be submitted • REROOFS Completed building: perm* application • riAssessor. Account Number Narrative describing existing roof, material being •removed, material being installed an • NOTE: A certification letter Is required prior to linal Inspection and.slgn -: off of the permit:' k********* k******* k**************** k * **kkk* *Ak *k* *•kk *******k *A• *k CITY OF 'TUKWILA,.WA TRANSMIT * kkkk*************** ** ****k*k ** *k ** *kk* * * ** *Akk *. **kit• *k*k * * ****** TRANSMIT Number: 93001506 Amount: 49.30 10/18/9314 :43. Permit No 893 -0403. Type: B- -RACK RACK STORAGE 't dl'13T Parcel No: 032304 -91t 4 Site Address: 10832 EAST MARGINAL WY 5 Payment Method: CHECK Notation: CANAL INDUSTRIAL n i t: SLB ** k* kk * * ** * ******kk **• **k* *kk•k* *k•k* **kh ****k* *k•k* ** **** * *k**** ** Account Code Description Paid 000/322.100 BUILDING -- NONRES 44.130 000/346.904 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 49.30 Total Pees: Total MIT Pay►nents: Balance: 4/j9.3]0 49 � .30 .00 rate GENERA 44.80 GENERA 4.50 TOTAL 49.30 CHECK 4.30 CHANGE 0.00 5408A000 14:58 C CITY OF TUKWILA Address: 10832 EAST MARGINAL WY S Permit No 893 -0403 Tenant: PARAMOUNT SUPPLY Status: ISSUED Type: 8 -RACK Applied: 10/18/1993 Parcel #: 032304 -9164 Issued: 10/25/1993 k *k'k** *** * **** * * *k * *kk•k kk * **** *** *•k* ****kk•k•k** *•k***** k***'kk•k***** k** k **** ** Permit Conditions: 1 . No changes wi 11 be made....to °.the'' T'ens..uri1ess,,, approved by the Architect and t ''„ Fre 7uk'w$;1Bu "i "t�d i ng . >.Q v,i_5`i-on 2. Al] permits, inspeon' records, and, fans shall be maintained ava�`1ab•1'�e at the job site prior??�to the start of �M t �,a a ' ) � r �r � any construc fi;ori. These• d'o&Cu'm &•n.tsare. to b,e maintaed �r< available until f4inaylr;�.i,nspectiop ap }pro: a1 kIsf„granted'y` 3. All cons tt iictiop to be done��7in conforinane,e with',;approv �.. plans a ;requ4i r''e•mentjs of''the,;Un i f orm Bu i 1`'d�i,ng Gode "'{0199' Ed i t i on•);:.as aSi ended by` the, Wa:s,hii ngt,on State B'u.i 1 di ng Cod 4. Val idi�,*�''yfof .Permit. °^ The., issuance oaf _.a permit o'r approval plans�,pe,u9,lficatifons andkcomputati;ons shall not be con=' struid.. to`4hbe a permit P;fo`r, orti,an..,approva1 of, any violatfi•on of af4y, of ...the' provisions of thri•s''co de, or of any other ;, r ... i. ord Y: nc.e of the jurisidicti.or)''t No ,permit presuming ':.togi�'v,.e autlio^ity` .or vl'olate :or�°,cancetl`\the provisions of this code shaJ1J: be va 1 i dt. 1z:,,. rl #� City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor October 21, 1993 Fire Department Review Control #B93 -403 (511) Re: Paramount Supply - 10832 East Marginal Way South Dear sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) An average 6" nominal longitudinal flue space also shall be maintained. 2. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4-4.1.3.2.1) Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 3. High -piled combustible storage is combustible materials in closely packed piles more than 15 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special - hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 4. No point in a sprinklered building may be more than 200 feet from an,exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number The color and design of lettering,.arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) 5. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Maintain fire extinguisher coverage throughout. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd A- ''^ 5/1 " : 7re ,,.., • City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Project Name Pgi-abN(3.0.4-4- Stdo Address /0g Ad Retain current inspection schedule Needs shift inspection Suite # V Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Si nature FINALAPP.FRM Date T.F.D. Form F.P. 85 Headquarters Station: 444 Anciover Park East • Tukwila, Washington 98188 • Phone: (206) 575,4404 • Fax (206) 5754439 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Q'7'o.3 PERMIT NO (206)431 -3670 'Tried: Op Type of Ins n: ) 32 i= ,vr - •SP Date Called: / �� e Instructions: / Date anted: / i -� 9 ) am i. Requester: Phone No.: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ' AL 11131MArriaillIMMENMIll raw O $30.0 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,l3 ,3 PERMIT NO (206) 431 -3670 Project: 4JWC/7 ` Type of inspection: �� Address: rG Date Called: Special nstruct ons: 14/0 Date Wanted: -2-01--S ,Q Requester: Phone No.: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 40,yhd 07A/24. ig Azyze, 567.:5ASi e;r h 447-1 .r..4 J , Inspector: l Date: 0, 2 .d' f ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P a r a nu milt `rrri.r'' " IM T CNTILEVER RAQK Die Storage ..1-a- 01:11W;:°"1 40 1 :11 W;: °" Roofed Storage Full Shed Storage Is a multi level, high storage, high cube specialty steel rack, designed to handle hundreds of different types and sizes of products with freedom from upright column Interference — easier product removal and replace- ment. The cantilever racks are custom furnished in a broad range of designs to suit almost any requirement needed for your product weights and sizes, your warehouse heights, lengths, and aisle widths plus a multitude of other space and cost saving aspects. A cantilever rack is ideal for storing items of nonuniform size, Items easily susceptible to damage, and Items or materials that tend to be great in length. Examples include: • pipe and tubing • appliances • lumber and wood products • furniture • merchandise in large boxes • bar stock and rods �.� CANTILEVER RACK 4iS E M B LY •; "l tw,7 a jYt � ; � , Y + 4, 1.1),&•1 :iii�.,uy�;r�'�y- d 4 �r .•l`Qr7i.7�} ; •I ��. E? f. ?i,: ARM DESIGNS FOR GENERAL APPLICATIONS ■ )(BRACE *BRACE ROD END ROD FITTING X•BRACE BRACKET CANTILEVER ARM CANTILEVER POST HORIZONTAL BRACE CANTILEVER BASE APERED END BASE POCKET TYPICAL CANTILEVER RACK ASSEMBLY BRACKET 3/16 THICK- 8h 1 t3 „c„ VARIES I -- 36 TO 72-1 VARIES 18 10 60 1 88° _f 3/4 BRACKET 3/16 THICK 3. BRACKET 1/4 THICK Arm Length In Inches & Capacity In Pounds 2 —L1% TYPICAL MODEL 12" 18" 24" 30" 36" 42' 48" . 60" 77' . 84" i < .tit 1500 1100 900 750 650 600 500 60,000 51/4" 4" 5" 2800 2100 1700 1400 1300 1200 950 8" 811" 11/2" 3500 3400 3200 2700 2300 2000 1650 111" 2" :;f3',.. 350,000 4000 3700 3500 3000 2700 2200 1850 1600 151/4" 4" 5000 5000 4600 4000 3500 2800 2300 2000 Type DM 123/4" 13/4" 43/4" 1400 1300 1200 950 Type DH 2700 2300 2000 1650 1400 Type DE. 3000 2700 2200 1850 1600 Type DF 4000 3500 2800 2300 2000 OVERALL RACK DIMENSIONS AND TOP ARM LOCATION DIMENSIONS FOR POSTS AND BASES DIMENSION CHART TO THE TOP ARM LOCATION BASED ON THE TYPE OFARM. TYPE UPRIGHT NOM. MOMENT CAPACITY IN LBS. DIMENSION INCHES a b c d h e B 60,000 51/4" 4" 5" 811" 13/4" 2" . C . 125,000 8" 4" 8" 811" 11/2" 2" 200,000 9 /e" 4" 9" 911" 111" 2" :;f3',.. 350,000 131/4" 4" 11 ". 103/4" 13/4" 311" F5 500,000 151/4" 4" 13" 121/2" 13/4" 41/4" 17 730,000 17114" 4" 15" 123/4" 13/4" 43/4" 3 X 311/16" 47/8" 415/16" 415/16" G 511/16" 3 GUIDE RAILS ENTRANCE GUIDES AISLE ENTAlik CANTILEVER BASE AISLE ENTRANCE: AND RAIL GUIDES Aisle entrance and rail guides provide controlled entrance and alignment for straight line travel of order pickers down the aisle. The entrance guides are spring loaded, available in heavy, medium duty or a medium duty fixed design for lighter type units. All guide rails are supplied to corresponding weight requirements. Custom and /or specialized designs are available on an inquiry basis. DECK SUPPORT BEAM SADDLES Arm Saddles are available in single side or double side saddle designs for arms and single side saddles for upright bases. MODEL FRS -2 -AS (double on arm) MODEL FRS -1 -AS (single on arm) E 1ES WOOD DECK SUPPORT BEAMS %\ These are designated Model 96F (Front or Rear) Support Beams. Model 961 serves as an Internal Support Beam. Front and rear Support Beams are provided with a lip to protect the edge of the Wooden Decking. IMPORTANT: When ordering designate whether Beams are between Arms or Base. ME1AL HOOFING MODULAR SHELTER RACK WITH CANTILEVER For Your Other Specialized Racking Needs -- CAT 0 LMT 107 Versa Long•shelf Storage Systems CAT 0 LMT 100 Selective Storage. Systems CAT • LMT 100 Hot Rolled. Structural Storage Systems !MHI THE MATERIAL HANDLING INSTITUTE, INC. MEMBER COMPANY r-'i ii RACK MFG. INSTITUTE MLODI METAL TECH, INC. P. O. Box 967 / 213 S. Kelly St. Lodi, California 95241 lir Tel: (209) 334 -2500 / Fax: (209) 334 -1259 Write or call for a free catalog on any of the other systems or materials Lodi Metal Tech offers the material handling industry. Ask about Lodi Metal Tech's Quick Ship Program. LMT 15M 10/90 DISTRIBUTED BY: CAT # LMT 105 L't CAiACITY CHARiS ,RE LOAD LOAD LOAD LOAD `DEFLECTION usommli omprommis �,h i a,y'f�'� j'., a�i4l i�,ri�,.,;{ .L. t..i , ?•N4�� ZtT F. MAX. WEIGHT PER UPRIGHT VS. LENGTH OF ARM 4 Capabilities given above are for single loading. , /Z Double sided uprights have the capacities as shown on each side. Example: Type "C" upright with 48" arm has a capacity of 5200 Ibs, each side. Thus a double upright has a capacity of 10,400 Ibs, (5,200 Ibs, per side) base load not included in upright capacity. Loads to span two or more uprights with weight evenly distributed on arms. MAX. HEIGHT OF UPRIGHT VS. LENGTH OF ARM 1 ARM LENGTH 12" 18" 24" 30" 36" 42" 48" 60" UPRIGHT LOAD IN POUNDS B 9,000 6,500 5,000 4,000 3,000 2,800 2,500 180 C 20,000 13,000 10,000 8,000 6,800 5,900 5,200 4,000 E 33,000 2.2,000 16,500 13,000 11,000 9,500 8,300 6,500 F3 58,000 38,500 29,000 23,000 19,000 16,500 14,500 11,500 F5 83,000 55,500 46,500 33,000 27,500 23,500 20,500, 16,500 F7 F5 81,000 60,500 48,500 40,500 34,500 `30,000, 24,000 4 Capabilities given above are for single loading. , /Z Double sided uprights have the capacities as shown on each side. Example: Type "C" upright with 48" arm has a capacity of 5200 Ibs, each side. Thus a double upright has a capacity of 10,400 Ibs, (5,200 Ibs, per side) base load not included in upright capacity. Loads to span two or more uprights with weight evenly distributed on arms. MAX. HEIGHT OF UPRIGHT VS. LENGTH OF ARM 1 Max, height to top load arm permitted to stay within allowable deflections at top of upright. ARMS EASILY ADJUSTED BY ONE MAN Get maximum cubage, arm adjustments to 3 inch centers, All designs available single or double face. Full stability, arms offset. TRANSVERSE 0 CROSS BRACING SCHEMES EFFECTIVE ANGLE OF BRACING Min. 30° Max, 65° SINGLE RACK ELEVATIONS a 0 0 DOUBLE TRIPLE LONGITUDINAL QUAD. ARM LENGTH SAFE MAX 12" 18" 24" 30" 36" 42" 48" 60" HEIGHT IN INCHES DEFLECT UPRIGHT H /80 B 184 180 176 171 167 162 156 144 H /80 C. 258 256 252 248 242 236 228 210 H /100 E 268 264 256 249 244 239 234 224 H/120 F3 280 275 267 259 251 243 235 226 H/120 F5 316 290 284 277 270 258 246 230 H/120 F7 360 350 339 334 328 315 302 278 Max, height to top load arm permitted to stay within allowable deflections at top of upright. ARMS EASILY ADJUSTED BY ONE MAN Get maximum cubage, arm adjustments to 3 inch centers, All designs available single or double face. Full stability, arms offset. TRANSVERSE 0 CROSS BRACING SCHEMES EFFECTIVE ANGLE OF BRACING Min. 30° Max, 65° SINGLE RACK ELEVATIONS a 0 0 DOUBLE TRIPLE LONGITUDINAL QUAD. IM T dog FEATURES 0 1 • Easy Adjustbility • High Strength ® Fast Installation Fast, no -tool assembly. Bracket pins engage and lock from both sides In a controlled position — the bracket Is inserted inward and seats down Into the body of the upright corners clamping the arm bracket securely to the column — As the load is Increased, a greater clamping action is applied with all flat surfaces In contact, creating more rigidity in the solid Interlocking of the two parts. SINGLE -SIDE LOAD CAPABILITY The BIG Space Saver In Modern Storage No upright Is ever In the way to obstruct or restrict horizontal storage. No space is lost between products. Greater maneuverbiiity of handling equipment is provided. Unmatched Flexibility for Varying Storage Needs! Arms are quickly and easily removed and replaced. Their ALL -IN -ONE design eliminates all possibility of human error. Arm levels are independent of each other. Shelving can be as deep and high as required — on either side, Full Range of Load Capacities Far greater load carrying capacity in a given design slze . , . YOU SAVE MONEY! Minimum initial assembly time ... a faster, ready -to -use storage installation. Safety -arm connections provide greater rigidity and resistance to external force than in any comparable design. 1111111:g PfJLJ:;ct$: Rcpidcrate:Steei:Deckihg X11 ezzanines • Stairways • Tire & Battery Racks Custom Applications • Slotted Angle • Copyright 1990 Rapid Rack Industries, Inc. Contentc sec' ....e•wwasises■.•■•■■■••■ree■••■•■Th Standard Components, Model Definition Space Saver Shelving Bulk Rack Shelving 'Z' Beam Bulk Rack Shelving Record Archive Storage Automotive Storage Racks Custom Applications Mezzanines Stairways & Rapid Grate Steel Decking Slotted Angle Components Design Information Catwalks (Sr Mezzanines Unit Capacities, AP & APH Posts Vertical Load (non seismic) Vertical Load (seismic) General Information Terms and Conditions SP69025M ()Copyright 1990 Rapid Rack Industries, Inc. Standardcomponents o:- RAPID RACK SHELVING PRODUCTS THE MOST VERSATILE BOLTLESS STORAGE SYSTEMS AVAILABLE TODAY - COMPONENTS LOCK INTO PLACE WITH THE TAP OF A MALLET ANGLE POST (AP) TEE POST (TP) ANGLE POST HEAVY DUTY (APH) DOUBLE RIVET BEAM (DRB) DOUBLE RIVET CHANNEL BEAM (DRC) DOUBLE RIVET 'Z'BEAM (DRBZ) DOUBLE RIVET LOW PROFILE BEAM (DRBLP) SINGLE RIVET BEAM (SRB) SUPPORT TIE (TS) SHELF MATERIAL g x.11 9 Model Definition 7S 36 12 -6H W /A• Ti Height of Unit in Feet Shelving Type Shelf Width in Inches Shelf Depth in Inches Number of Shelf Levels Support Ties Particle Board Shelf Included Add -On Units Used for standard shelving applications. Used with standard shelving units to create economical starter and add-on units. Used where maximum unit stability and integrity are indicated, as in; double deck catwalk systems, flat top shelving, mezzanines or where seismic requirements must be met. The strongest in the industry. Establishes basic unit structure as well as forming four sided shelf support. Provides greater capacity than Double Rivet beams. Reduced profile maximizes vertical clearance. Protects all shelf edges. Lowest profile double rivet beam provides basic structure while maximizing vertical space. May be used for intermediate shelves on models up to 4' wide where maximum use of vertical space Is important. Stabilizes beams and adds support for increased loads on double rivet type beams. 5/8" thick particle board standard. Custom finishes available. R. RZ and AS - (Bulk Rack Units) have 4 sided double rivet shelf support. Suffix indicates various shelf configurations which increase shelf capacity. RZ - Bulk Rack Unit Utilizing Z Beams. H - Includes TS center support. HC - includes DRC beams across width and TS support. HDC - includes DRCHD beams across width and TS support T - indicates use of an SSHD - center support. NOTE: Utilize APH Heavy Duty post for seismic requirements. Consult your Rapid Rack representative. D Copyright 1990 Rapid Rack Industries, Inc. 41 Space 7 ver SheIving; MAXIMUM SINGLE SHELF CAPACITY" BEAM TYPE \ SPAN 36" 48" SRB 350# 2501t * 5/8 particle board. evenly distributed load. • Uses Single Rivet Beams for maximum vertical space • Shelf sizes up to 48" x 36" • Shelves adjustable on 11/2" centers • Various sizes and shelf capacities available • No diagonal brace allows double entry access • Boltless construction • Assembles in minutes With the use of two Rapid Rack Tee Posts you can combine Add -On units with individual Space Saver units to arrange economical rows of shelving. Start each row with a Space Saver unit and join the desired number of Add -On units to complete the row. Example.. I Starter unit and 2 Add -Ons. Angle posts from Starter unit are used at each end of the row. DRB's are required on top & bottom levels for rigidity. Notes: 1) When shelving structure must conform to seismic requirements, consult your Rapid Rack representative for assistance. 2) Intermediate shelves which exceed 24" deep must include SRB beams across depth. 3) Particle Board Decking available, cut to size. 4) For Add -on units, add suffix A. STARTER UNIT MODEL NO. W X D X H ADD -ON UNIT MODEL NO. 6 shelves 7S 3612 -6 7S 3618 -6 7S 3624 -6 7S 3636 -6 7S 4812 -6 75 4818 -6 7S 4824 -6 7S 4836-6 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84" 36' x 36" x 84' 48" x 12" x 84" 48" x 18" x 84" 48' x 24" x 84' 48' x 36" x 84' 7S 3612 -6A 7S 3618 -6A 75 3624 -6A 7S 3636 -6A 7S 4812 -6A 7S 4818 -6A 75 4824 -6A 75 4836 -6A 7 shelves 8 shelves 9 shelves 7S 3612 -7 7S 3618 -7 7S 3624 -7 7S 3636 -7 75 4812 -7 7S 4818 -7 7S 4824 -7 7S 4836 -7 7S 3612 -8 7S 3618 -8 75 3624 -8 7S 3636 -8 75 4812 -8 7S 4818 -8 7S 4824 -8 7S 4836 -8 7S 3612 -9 7S 3618 -9 75 3624 -9 7S 3636 -9 7S 4812 -9 7S 4818 -9 7S 4824 -9 7S 4836 -9 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84" 36' x 36' x 84' 48" x 12" x 84" 48" x 18" x 84" 48' x 24' x 84" 48'x36'x84' 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84" 36" x 36' x 84" 48" x 12" x 84" 48" x 18" x 84" 48' x 24' x 84' 48" x 36' x 84* 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84i 36' x 36" x 84' 48" x 12" x 84" 48" x 18" x 84" 48' x 24' x 84" 48' x 36' x 84' 7S 3612 -7A 7S 3618 -7A 7S 3624 -7A 7S 3636 -7A 7S 4812 -7A 7S 4818 -7A 7S 4824 -7A 7S 4836 -7A 7S 3612 -8A 7S 3618 -8A 7S 3624 -8A 7S 3636 -8A 7S 4812 -8A 7S 4818 -8A 7S 4824 -8A 7S 4836 -8A 75 3612 -9A 7S 3618 -9A 75 3624 -9A 7S 3636 -9A 7S 4812 -9A 7S 4818 -9A 7S 4824 -9A 7S 4836 -9A ® Copyright 1990 Rapid Rock Industries. Inc. 1 1 1 1 Angle posts from Starter unit are used at each end of the row. DRB's are required on top & bottom levels for rigidity. Notes: 1) When shelving structure must conform to seismic requirements, consult your Rapid Rack representative for assistance. 2) Intermediate shelves which exceed 24" deep must include SRB beams across depth. 3) Particle Board Decking available, cut to size. 4) For Add -on units, add suffix A. STARTER UNIT MODEL NO. W X D X H ADD -ON UNIT MODEL NO. 6 shelves 7S 3612 -6 7S 3618 -6 7S 3624 -6 7S 3636 -6 7S 4812 -6 75 4818 -6 7S 4824 -6 7S 4836-6 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84" 36' x 36" x 84' 48" x 12" x 84" 48" x 18" x 84" 48' x 24" x 84' 48' x 36" x 84' 7S 3612 -6A 7S 3618 -6A 75 3624 -6A 7S 3636 -6A 7S 4812 -6A 7S 4818 -6A 75 4824 -6A 75 4836 -6A 7 shelves 8 shelves 9 shelves 7S 3612 -7 7S 3618 -7 7S 3624 -7 7S 3636 -7 75 4812 -7 7S 4818 -7 7S 4824 -7 7S 4836 -7 7S 3612 -8 7S 3618 -8 75 3624 -8 7S 3636 -8 75 4812 -8 7S 4818 -8 7S 4824 -8 7S 4836 -8 7S 3612 -9 7S 3618 -9 75 3624 -9 7S 3636 -9 7S 4812 -9 7S 4818 -9 7S 4824 -9 7S 4836 -9 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84" 36' x 36' x 84' 48" x 12" x 84" 48" x 18" x 84" 48' x 24' x 84" 48'x36'x84' 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84" 36" x 36' x 84" 48" x 12" x 84" 48" x 18" x 84" 48' x 24' x 84' 48" x 36' x 84* 36" x 12" x 84" 36" x 18" x 84" 36' x 24' x 84i 36' x 36" x 84' 48" x 12" x 84" 48" x 18" x 84" 48' x 24' x 84" 48' x 36' x 84' 7S 3612 -7A 7S 3618 -7A 7S 3624 -7A 7S 3636 -7A 7S 4812 -7A 7S 4818 -7A 7S 4824 -7A 7S 4836 -7A 7S 3612 -8A 7S 3618 -8A 7S 3624 -8A 7S 3636 -8A 7S 4812 -8A 7S 4818 -8A 7S 4824 -8A 7S 4836 -8A 75 3612 -9A 7S 3618 -9A 75 3624 -9A 7S 3636 -9A 7S 4812 -9A 7S 4818 -9A 7S 4824 -9A 7S 4836 -9A ® Copyright 1990 Rapid Rock Industries. Inc. Bulk Storage Shelving � • Uses Double Rivet Beams for high capacity • Wide span capability • Shelf sizes up to 96" x 48" • Shelves adjustable on 11/2" centers • Standard heights to 15'available • Various sizes and shelf capacities available • May be expanded into a mezzanine system when used with APH Heavy Duty posts Consult your Rapid Rack Representative for assistance. With the use of two Rapid Rack Tee Posts you can combine Add -On units with individual Bulk Rack units to arrange economical rows of shelving. Start each row with a Bulk Rack unit and join the desired number of Add -On units to complete the row. Example: 1 Starter un't and 2 Add -Ons. MAXIMUM SINGLE SHELF CAPACITY` BEAM TYPE \ SPAN 48" 60" 72" 96" DRB 1250tt 750# 600# w /TS Support DRC DRCHD 1750# 1200# 1000# 600# 1500# 1000# 2000# 1500# * 5/8' particle board, evenly distributed load. Angle posts from Starter unit are used at each end of the row. DRB's are required on all four sides for shelf support. SUFFIX BEAM TYPE None DRB (Double Rivet Beam) H DRB w/ TS Support HC DRC (across width), w/ TS Support HDC DRCHD (across width), w/ TS Support A Add -on Unit Notes: 1) When shelving structure must conform to seismic requirements, consult your Rapid Rack representative for assistance. 2) Particle Board Decking available, cut to size. STARTER UNIT MODEL NO. W x D x H ADD-ON UNIT MODEL NO. 48" width 60" width 7R4818 -4 7R4818 -4H 7R4824 -4 7R4824 -4H 7R4836 -4 7R4836 -4H 7R4848 -4 7R4848 -4H 48" x 18" x 84" 48' x 24" x 84i 48" x 36" x 84" 48" x 48' x 84" 7R6018 -4 60" x 18" x 84" 7R6018 -4H 7R6024 -4 60" x 24" x 84" 7R6024 -4H 7R6036 -4 60" x 36" x 84" 7R6036 -4H 7R6048 -4 60" x 48" x 84" 7R6048 -4H 7R4818 -4A 7R4818 -4HA 7R4824 -4A 7R4824 -4HA 7R4836 -4A 7R4836 -4HA 7R4848 -4A 7R4848 -4HA 7R6018 -4A 7R6018 -4HA 7R6024 -4A 7R6024 -4HA 7R6036 -4A 7R6036 -4HA 7R6048 -4A 7R6048 -4HA 72" width 7R7218 -4 7R7218 -4H 7R7218 -4HC 7R7224 -4 7R7224 -4H 7R7224 -4HC 7R7236 -4 7R7236 -4H 7R7236 -4HC 7R7248 -4 7R7248 -4H 7R7248 -4HC 72" x 18" x 84" 72" x 24" x 84" 72" x 36" x 84" 72" x 48' x 84" 7R7218 -4A 7R7218 -4HA 7R7218 -4HCA 7R7224 -4A 7R7224 -4HA 7R7224 -4HCA 7R7236 -4A 7R7236 -4HA 7R7236 -4HCA 7R7248 -4A 7R7248 -4HA 7R7248 -4HCA 96", width 1 Not for use with mezzanines or catwalk applications 7R9618 -4H 96" x 18" x 84" 7R9618 -4HA 7R9618 -4HC 7R9618 -4HCA 7R9618 -4HDC 7R9618 -4HDCA 7R9624 -41-1 96" x 24' x 84" 7R9624 -4HA 7R9624 -411C 7R9624 -4HCA 7R9624 -4HDC 7R9624 -4HDCA 7R9636 -4H 96" x 36" x 84" 7R9636 -4HA 7R9636 -4HC 7R9636-4HCA 7R9636 -4HDC 7R9636 -4HDCA 7R9648 -4H 7R9648 -4HC 7R9648 -4HDC 96' x 48" x 84" 7R9648 -4HA 7R9648 -4HCA 7R9648 -4HDCA ® Copyright 1990 Rapid Rack Industries, Inc Z' BeanrBulk Rack Sbe!ving 'Z' Beam Profile 12" to 60' Lengths SHELF CROSS SECTION 'Z' Beam Profile 69" & 72.' Lengths MAXIMUM SINGLE SHELF CAPACITY* BEAM TYPE \ SPAN 48" 60" 72' DRBZ 1250# 750# 600# w /SSHD Support 1750# 1000# 1000# * 5/a particle board, evenly distributed load. • Uses Double Rivet Z' Beams for high capacity / reduced profile • Wide span capability • Shelf sizes up to 72" x 48" • Shelves adjustable on 11/2" centers • Standard heights to 15' available • Various sizes and shelf capacities available • Z' Beam construction provides protection for all shelf edges • Increases vertical storage • May be expanded into a mezzanine system when used with APH Heavy Duty posts Consult your Rapid Rack Representative for assistance. With the use of two Rapid Rack Tee Posts you can combine Add -On units with individual Z' Beam units to arrange economical rows of shelving. Start each row with a Z' Beam unit and join the desired number of Add -On units to complete the row. Example. 1 Starter unit and 2 Add -Ons. Angle posts from Starter unit are used at each end of the row. SUFFIX BEAM TYPE None DRBZ (Double Rivet 'Z' Beam) T DRBZ w/ SSHD Support A Add -on Unit Notes: 1) When shelving structure must conform to seismic requirements, consult your Rapid Rack representative for assistance. 2) Particle Board Decking available, cut to size. STARTER UNIT MODEL NO. W x D x H ADD -ON UNIT MODEL NO. 7RZ4818 -4 48" x 18' x 84' 7RZ4824 -4 7RZ4824 -4T 48' x 24" x 84' 48' x 24' x 84' 7RZ4836 -4 7RZ4836 -4T 48" x 36' x 84" 48' x 36' x 84' 7RZ4848 -4T 7RZ4848 -4T 48' x 48' x 84" 48' x 48" x 84" 7RZ6018 -4 60' x 18" x 84' 7RZ6024 -4 7RZ6024 -4T 60' x 24' x 84' 60' x 24' x 84' 7RZ6036 -4 7RZ6036 -4T 60 "x36 "x84' 60' x 36' x 84' 7RZ6048 -4 7RZ6048 -4T 60" x 48' x 734" 60" x 48" x 64' 7RZ7218 -4 72' x 18" x 84' 7RZ7224 -4 7RZ7224 -4T 7RZ7236 -4 7RZ7236 -4T 72' x 24' x 84' 72' x 24" x 84' 72' x 36' x 84' 72" x 36" x 84' 7RZ7248 -4 7RZ7248 -4T 72' x48 "x84" 72' x 48' x 84" 7RZ4818 -4A 7RZ4824 -4A 7RZ4824 -4TA 7RZ4836 -4A 7RZ4836 -4TA 7RZ4848 -4A 7RZ4848 -4TA 7RZ6018 -4A 7RZ6024 -4A 7RZ6024 -4TA 7RZ6036 -4A 7RZ6036 -4TA 7RZ6048 -4A 7RZ6048 -4TA 7RZ7218 -4A 7RZ7224 -4A 7RZ7224 -4TA 7RZ7236 -4A 7RZ7236 -4TA 7RZ7248 -4A 7RZ7248 -4TA 0 Copyright 1990 Rapid Rack Industries Inc rRecord Arhive Shelvinj ;157 / / ,AV/ O / / / / / /•ryii�j VIII01/1// — ---`/, �uu ©�lirrn� uuu /qb Hnruu,' Iua/aa // Iinwa1/111 ilirn mi/imMNIII, Ill //U / / / / // / / / / / /'11/1///11 Ill llllll / 111 �radrUrraiiiivaurrrraiiriruri /a� irrQ �r/ rr i/Nll iirrQ iriiQ�� irirrJ!: • Bulk Storage specifically designed for Record Retention. • Various sizes utilize shelf openings completely • Uses Double Rivet Beams for high capacity • Wide span capability • Shelf sizes up to 69' x 30" are standard • Standard heights to 15'11/2' available • Single or Double Entry Units allow complete accessibility • Boltless construction, easily assembled • May be expanded into a mezzanine system when used with APH Heavy Duty posts. Consult your Rapid Rack Representative for assistance. Notes: 1) Box size used: 13" W,163/4" depth.10' /2" height. Capacity based on approximate box weight of 35# per box. 2) When shelving structure must conform to seismic requirements, consult your Rapid Rack representative for assistance. 3) Ask your Rapid Rack factory representative for assistance in designing a specific system to fit your needs. 4) Particle Board Decking available, cut to size. SUFFIX TYPE None DRB (Double Rivet Beam) H DRB w/ TS Support S APH Heavy Duty Post (seismic applications) STARTER UNIT MODEL NO. • W x D x 11 OPENINGS NOBOXES SEISMIC UNITS (ZONES 3 & 4) MODEL NO. 4 shelves 5 shelves 7 shelves 8 shelves 7AS 4215 -4 7AS 4230 -4 42" x 15" x 84" 42" x 30" x 84" 3 3 24 48 7AS 6915 -4 7AS 6930 -4H 9AS 4215 -5 9AS 4230 -5 9AS 6915 -5 9AS 6930 -511 69" x 15" x 84' 69' x 30' x 84" 42" x 15" x 105" 42" x 30" x 105" 3 3 4 4 40 80 30 60 13AS 4215 -7 13AS 4230 -7 69" x 15" x 105" 69' x 30' x 105' 42" x 15" x 156" 42" x 30" x 156" 4 4 6 6 50 100 42 84 13AS 6915 -7 13AS 6930 -7H 15AS 4215 -8 15AS 4230 -8 15AS 6915 -8 15AS 6930 -8H 69' x 15" x 156' 69' x 30' x 156" 42" x 15" x1811/2" 42" x 30" x1811/2" 6 6 7 7 70 140 48 96 69" x 15" x 181'/ 69" x 30' x 181'/i 7 7 80 160 7AS 4215 -4 /S 7AS 4230 -4 /S 7AS 6915 -4 /S 7AS 6930 -4H /S 9AS 4215 -5 /S 9AS 4230 -5 /S 9AS 6915 -5 /S 9AS 6930 -5H /S 13AS 4215 -7 /S 13AS 4230 -7 /S 13AS 6915 -7 /S I3AS 6930 -7H /S 15AS 4215 -8/5 15AS 4230 -8/5 15AS 6915 -8 /S 15AS 6930 -8H /S RAPID RACK 0 Copyright 1990 Rapid Rack Industries Inc Automotive Storage Packs Tire Storage Racks • Uses Double Rivet Tire Support Beams for high capacity. • Single Entry or Double Entry Racks allow complete accessibility. • Storage width 0(5: standard heights to 15' available • Boltless construction, easily assembled. • Up to 6 adjustable levels of tire storage • Racks for specialty tires and complete catwalk systems available • APH Heavy Duty Posts available for seismic requirements, consult your Rapid Rack representative for assistance. NON- SEISMIC REQUIREMENTS - Utilizing AP Posts SINGLE ENTRY (12" Frames w /9" wall spacer) MODEL NO. TYPE TIERS W x D x H CAP.' DOUBLE ENTRY MODEL NO. TYPE TIERS W x D x H CAP.' TR2S Starter 2 60" x 21" x 60" 16 TR2A Add -On TR3S Starter 3 60' x 2r x 84' 24 TR3A Add -On TR4S Starter 4 60" x 21" x 120" 32 TR4A Add-On TR5S Starter 5 60' x 21' x 144" 40 TR5A Add -On TR6S Starter 6 60" x 21" x 180" 48 TR6A Add-On DTR2S Starter 2 60" x 42" x 60" 32 DTR2A Add-On DTR3S Starter 3 60' x 42' x 84' 48 DTR3A Add -On DTR4S Starter 4 60" x 42" x 120" 64 DTR4A Add-On DTR5S Starter 5 60' x 42' x 144" 80 DTR5A Add -On DTR6S Starter 6 60" x 42" x 180" 96 DTR6A Add -On SEISMIC ZONES 3 & 4 - Utilizing APH Posts SINGLE ENTRY (12" Frames w19" wall spacer) MODEL NO. TYPE TIERS W x D x H CAP.' DOUBLE ENTRY MODEL NO. TYPE TIERS W x D x H CAP.' TR2S /S Starter 2 60" x 21" x 60" 16 TR2A /S Add-On TR3S /S Starter 3 60' x 21' x 84' 24 TR3A /S Add -On TR4S /S Starter 4 60" x 21" x 120" 32 TR4A /S Add-On TR5S /S Starter 5 60' x 21' x 144" 40 TR5A /S Add -On TR6S /S Starter 6 60" x 21" x 180" 48 TR6A /S Add -On DTR2S /S Starter 2 60" x 42" x 60" 32 DTR2A /S Add-On DTR3S /S Starter 3 60' x 42" x 84" 48 DTR3A /S Add -On DTR4S /S Starter 4 60" x 42" x 120" 64 DTR4A /S Add -On DTR5S /S Starter 5 60" x 42' x 144' 80 DTRSA /S Add -On DTR6S /S Starter 6 60" x 42" x 180" 96 DTR6A /S Add -On • CAPACITY BASED ON STANDARD UNMOUNTED PASSENGER CAR TIRES Battery Storage Racks • Gravity Flow Roller Design - Various Depths Available • Freshness Control - provides automatic first -in first -out storage • Easily Adjusted to Various Battery Sizes • Improved Inventory Control & Easy Access for Customer Service • Easily Assembled • Durable Long Life Units MODEL NO. BATTERIES WIDE W x D x H CAPACITY' RBR -34 4 48" x 36" x 72" 80 RBR -36 6 48' x 36' x 72" 96 RBR -44 4 48" x 48" x 72" 112 120 RBR -46 6 48' x 48' x 72' ' Capacity based on average car battery. 0 Copyright 1990 Rapid Rack Industries, Inc. Custom Applications—i—EC Mobile Carts Garment Racks Benches Packing Tables Computer Tape Storage WINN Winn Open Shelf Filing Reel & Data Binder Racks Gravity Feed Storage 0 Copyright 1990 Rapid Rack Industries. Inc Mezzan'ie Storage -C Mezzanine Design Considerations For prelinunan/ design of a Mezzanine or Catwalk System the following must be considered • Adequate Height • Mezzanine or Catwalk Loads • Shelf Sizes and Capacity • Stairway Access • Number of Shelves Per Unit • Obstructions (Columns, Panels, Etc.) • Size of Aisles Bulk Rack Design provides wider spans of uninterrupted storage with greater shelf weight capabilities. Rapid Rack Mezzanine Storage provides a multi -level system which significantly increases your storage capabilities by expanding upward rather than outward. It utilizes most bulk and spacesaver sizes and configurations in a variety of combinations to take full advantage of valuable warehouse space. Special Features • One Piece Upright Posts • Boltless Construction • Shelves Adjustable on 11/2" Centers • Access to All Storage Levels • Rigid Connections Provide Solid Support for Decking • Unit Widths up to 72" • APH Posts "The Strongest In The Industry" • Designed to meet Individual Requirements • Specially Designed and Engineered to Comply with Seismic Zones and Local Building Codes. Contact your Rapid Rack Factory Representative for Assistance. Space Saver Design provides multiple shelf levels... ideal for small parts storage. RAPID RACK'° CsV Copyright 1990 Rapid Rack Industries Inc Stairways Ct RapidGratc: Decking 9 Stairway • Handrails of Welded Construction • Easy to Install • Non -Skid Treads • Designed to Meet OSHA Requirements • Designed to Conform to UBC Requirements for Private Stairways • Available in Various Sizes • Includes Mounting Bracket and Hardware MODEL NUMBER TOTAL RISE' (A) HEIGHT RANGE OVERALL WIDTH (BI TREAD WIDTH RUN (C) SW 1030 SW 1036 SW 1042 SW 1048 6' 10' /i 6'10W 6' 10'/7 6'101/2" 6' 7'/2--7' l' /i 6' 7'/2 "-7' 1' /a" 6' 71/7 -7' l'/2" 6' 71/7 -7' 11/2" 32'/i 38'/i 44'/7 50'/2" 30" 7' 6" 36" 7' 6" 42" 7 6" 48" 7 6" SW 1130 SW 1136 SW 1142. SW 1148 7 6" 7 6" 7 6' 7 6" 7' 3 " -7' 9" 7' 3" 7' 9" 7' 3 " -7' 9' 7' 3 " -7' 9" 32'/7 38'/2" 44'/i 50'/2" 30" 8' 3" 36" 8' 3" 42" 8' 3' 48" 8' 3" SW 1230 SW 1236 SW 1242 SW 1248 8' 1'/7 8' 1' /i 8' I'/2' 8' 1' /a" 7' 10'/7 -8' 4' /2" 7' 10'/7 -8' 41/2" 7' 10'h " -8' 7' 101h "-8' 4'/2" 32'/2" 38'/7" 44'/i 50'/7 30" 9' 0" 36" 9' 0" 42" 9.0" 48" 9' 0" SW 1330 SW 1336 SW 1342 SW 1348 8' 9" 8' 9" 8' 9" 8' 9" 8' 6 " -9' 0" 8' 6 " -9' 0" 8' 6"-9' 0" 8' 6 " -9' 0" 321/2" 38'/2" 44'/2' 50' /i 30" 9' 9' 36" 9' 9' 42" 9' g• 48' 9' 9' SW 1430 SW 1436 SW 1442 SW 1448 9' 4'/2" 9' 4' ' 9' Of 9' 4'/2" 9' 11/2"-9' 7' /2" 9' I1/7 -9' 7' /2" 9' I1/2 " -9' 7' /2" 9' I1/2 " -9' 71/2" 32'/2" 38'/2" 44'/7 50' /a" 30" 10' 6" 36" 10' 6' 42" 10' 6' 48" 10' 6" • NOTE: For 10' and above a support brace is included RapidGrate Steel Decking • Maintenance Free • Non -Skid Surface • Applications: Mezzanine Decks Catwalks Stair Treads Platforms • r 1'. Dimensions 1 -1n' 4 "114• i 7 /1" 11114 ". 11/32" LP" ]d" I.--µ -, 1/7" Specifications Material: Weight: Mounting: 16 gauge galvanized steel. 2.6 pounds per running foot. Holes for 5 /i" bolts at 6" increments in both vertical and horizontal flanges allows for a variety of fastening methods. Dirnensions: Width - 9' Height -1'/2" Lengths - 30 ", 36 ", 42 ", 48 ", 60 ", 120',144" Special lengths available on request, Consult your Rapid Rack Factory Representative. RAPID RACK`'" Capacities Unsupported Span Description 36" 48" 60" Concentrated 380 lbs. 300 lbs. 240 lbs. Point Load • Distributed 800 lbs. 530 lbs. 330 lbs. Load Equivalent 350 lbs. 180 lbs. 90 lbs. Unit Load per sq. fL per sq. R. per sq. ft. Concentrated Point Load means a load concentrated on an area no less than 6' square. Notes: 1. In all cases a minimum saftey factor of 2 has been used. 2. Deflections at rated load do not exceed L/240 of unsupported span 0 Copyright 1990 Rapid Rack Industries. Inc Slotted Angle Series 225 Slotted Angle 4� 61,i0 Stock Na 225 -10 225 -12 Length Weight 120• 115 144" 138 BEAMS Calculations are based on two beam support Series 300 Slotted Angle Be Dte Stock Na 300-10 300-12 Length 120" 144' Weight 150 180 BEAMS LOAD CAPACITY (Ibs) Static Load / Non Seismic SPAN Inches) BEAM 36 48 60 72 84 96 A 788 591 473 394 338 296 B 1576 1182 946 788 676 591 C 2798 2099 1679 1399 1199 1049 D 3608 2706 2165 1804 1546 1353 E 5597 4198 3358 2798 2399 2099 Calculations are based on two beam support Series 300 Slotted Angle Be Dte Stock Na 300-10 300-12 Length 120" 144' Weight 150 180 BEAMS Calculations are based on two beam support 4 LOAD CAPACITY (Ibs) Static Load / Non Seismic SPAN Inches) BEAM 38 48 60 72 84 96 A 1679 1259 1007 840 720 630 B 3358 2519 2015 1679 1439 1259 C 5093 3820 3056 2546 2183 1910 D 6833 5125 4100 3417 2929 2562 E 10186 7639 6111 5093 4365 3820 Calculations are based on two beam support 4 3.1 8" UPRIGHTS 12 GA. 4 LOAD CAPACITY (Ibs) Static Load / Non Seismic HEIGHT (Inches UPRIGHT 36 48 60 72 84 96 1 2994 2388 1643 1141 838 642 2 5989 4777 3287 2282 1677 1284 3 6079 4950 3512 2439 1792 1372 4 12159 9900 7024 4878 3584 2744 3.1 8" UPRIGHTS 12 GA. 4 Slotted Angle Hardware Available - Contact your Rapid Rack Representative for Details. ■_ ® Copyright 1990 Rapid Rack Industries, Inc vol LOAD CAPACITY (Ibs) Static Load / Non Seismic HEIGHT (Inches) UPRIGHT 38 48 60 72 84 96 1 4604 3822 2817 1964 1436 1099 2 9208 7645 5634 3909 2872 2199 3 9261 7740 5784 4016 2951 2259 4 18522 15479 11587 8033 5902 4518 Slotted Angle Hardware Available - Contact your Rapid Rack Representative for Details. ■_ ® Copyright 1990 Rapid Rack Industries, Inc vol Componeirs 13 2 9 ANGLE POST 1 t /2" x 1'/2 ", 14 gauge, punched on 1'/2" centers for shelf adjustment. Stock No. AP 3 AP4 AP 5 AP 6 AP 7 AP 8 AP 10 Height 36" 48" 60" 72" 84" 96' 120' Weight 21 28 35 42 4.9 56 7.0 HEAVY DUTY ANGLE POST 1' /e "x 1' /n'; 14 gauge, punched on 1' /2" centers for shelf adjustment.. Use in mezza- nines or where additional support is required. Stock No. Height Weight APH 3 36' 27 APH 6 72" 54 APH 7 84' 6.3 APH 8 96' 7.2 APH 10 120" 90 APH 12 144" 108 APH 15 180' 135 TEE POST 3 "x 1'/2" 14 gauge, punched on 11/2" centers for shelf adjustment.. Stock No Height rp 3 TP 4 TP 5 TP 6 TP 7 TP 8 TP /0 36" 48" 60" 72' 84' 96" 120' Weight 39 52 65 78 9.1 104 13.0 SINGLE RI VET BEAM 15/16" height, 14 gauge. Use as left to right and front to back shelf supports. Stock No. SRB 12 SRB 15 SRB 18 SRB 24 SRB 30 SRB 36 SRB 42 SRB 48 Length 12" 15" 18" 24" 30" 36" 42" 48" Weight .6 .7 .8 1.1 1.4 1.7 1.9 22 HEAVY DUTY SINGLE RIVET BEAM 0/8" height, 11 gauge. Use as left to right and front to back shelf support where greater capacity than standard SRB beams are required. Stock No. Length Weight SRBHD 36 36' 3.0 SRBHD 42 42" 35 SRBHD 48 48' 4.0 SRBHD 60 60' 5.0 DOUBLE RI VET BEAM 2 " /re" height, 14 gauge. Use as left to right and front to back shelf supports. Stock No DRB 12 DRB 15 DRB 18 ORB 24 DRB 30 DRB 32 DRB 36 ORB 42 DRB 48 DRB 60 DR8 69 ORB 72 DRB 84 DRB 96 Length 12' 15" 18" 24' 30" 32' 36' 42" 48" 60" 69" 72' 84" 96" Weight 1.0 1.2 1.5 2.0 2.6 28 3.0 3.5 4.0 5.0 5.7 6.0 7.0 8.0 DOUBLE RI VET CHANNEL BEAM 2 3/4" height,14 gauge. Use as left to right shelf supports. Provides greater capacity than DRB beams. Stock No. Length DRC 48 48" DRC 60 60' DRC 69 69" DRC 72 72" DRC 84 84" DRC 96 96" Weight 5.2 6.5 7.5 78 9.1 10.4 HEAVY DUTY DOUBLE RI VET CHANNEL BEAM 2' /s" height, 11 gauge Use as left to right shelf support. Provides greater capacity than standard DRC channel beams. DRCHD 69 69` 110 DRCHD 72 72" 11.5 DRCHD 84 84' 13.1 DRCHD 96 96` 15.0 DOUBLE RI VET 'Z' BEAM 23/16" height, 14 gauge. Use as left to right and front to back shelf support. Protects edges of wood shelves. Stock No DRBZ /2 DRBZ 15 DRBZ 18 DRBZ 24 DRBZ 30 DRBZ 32 DRBZ 36 DRBZ 42 DRBZ 48 DRBZ 60 DRBZ. 69 DRBZ 72 Length /2` /5" 18" 24' 30" 32' 36" 42" 48' 60" 69' 72" Weight 1.0 1.2 15 2.0 2.6 28 3.0 3.5 4.0 5.0 5.7 6.0 HEAVY DUTY LOW PROFILE DOUBLE RI VET BEAM 1 '/8" height, 11 gauge. Available with 90' bend. Contact factory for price and availability. Stock No. Length Weight DRBLP 36 36" 2.4 DRBL P 42 42' 2.8 DRBLP 48 48" 3.3 0 Copyright 1990 Rapid Rack Industries, Inc rill Componcnts DECKING SUPPORT CHANNEL 3" height, 11 gauge Supports steel decking in mezzanine and catwalk systems. Stock No. Length Weight DSC 36 36' 8.0 DSC48 48' 11.3 DSC 60 60' 14.1 DSC 69 69' 16.3 DSC 72 72' 16.8 HEAVY DUTY DECK CHANNEL 4' /a" height, 11 gauge. Use as a decking support for flat top decks. Stock No. Length DCHD 36 DCHD 48 DCHD 60 DCHD 72 36' 48" 60' 72' Weight 8.0 11.3 14.1 16.8 TIRE SUPPORT BEAM 2 11/46" height; 14 gauge. Use as left to right support. Helps cradle tires or wheels. Stock No. Length Weight TDR 60 60' 5.0 RIVET TAB HANG BAR 11/2" square tubing. Replaces left to right DRB beams to provide exterior hanging storage. Stock Na Length Weight RHB 48 RHB 60 RHB 72 RHB 96 48' 60" 72' 96' 4.8 59 7.0 9.3 REEL CRADLE, WELDED 2 " /i6" height, 14 gauge. Front to back support for reel & spool storage up to 1'/2" O.D. Single Stock Na Length Weight RCS 12 12' 1.1 RCS 18 18' 1.6 RCS 24 24' 2.1 Double Stock No. Length Weight RCD 30 30' 2.7 RCD 36 36' 32 RCD 48 48' 42 WALL TIE 21/2" height, 14 gauge. Used to space shelving units off wall. (Single entry tire racks) Stock Na Length Weight WT 9 9' 1.0 DOUBLE TIE 2'/2" height, 14 gauge. Use to space back to back shelving units & double entry tire racks. Stock Na Length Weight DT 18 18' 1.9 MIMMINIUM RAPIDGRATE STEEL DECKING 11/2" height, 9" width, 16 gauge. Galvanized steel decking for catwalks and mezzanines. See detail, page 9. Stock Na Length Weight G2.5 30" 8.2 G 3 36' 9.9 G35 42' 11.6 G 4 48' 132 G 10 120' 33.0 G 12 144' 36.3 RAPIDGRATE SPLICE BAR G -SPL III GA.) 12" 5 TIE PINS Recommended for connecting Space Saver units for row alignment. Stock No. Weight TP .1 DECK FILLER PANEL 11/2" height, 16 gauge galvanized steel, 2 " and 3" wide. Use to fill spaces in decking and catwalk systems. Stock Na L x W Weight OF 236 36' X 2' 3.9 DF248 48'X2' 4.5 DF 336 36' X 3' 5.2 DF348 48'X3' 6.0 DF 3120 120' X 3' 14.3 DF 3144 144 X 3' 20.8 SUPPORT TIE 2 1/2" height, 14 gauge. Shelf deck support. Bolts between DRB, DRC or DRCHD to stabilize beams and add support to decking, Stock Na Length Weight TS 12 12" 1.4 TS 18 18' 1.9 TS 24 TS 30 TS 32 TS 36 TS 42 TS 48 24' 30' 32' 36' 42' 48' 2.1 3.3 '36 3.9 42 4.8 'Z' BEAM SHELF SUPPORT 1' /a" height, 11 gauge. Used with 7' beam to provide shelf support. Stock Na Length Weight SSHD 24 24' 2.0 SSHD 30 30' 2.5 SSHD 36 36' 3.0 SSHD 42 42' 3.5 SSHD 48 48' 4.0 LOW PROFILE SHELF SUPPORT 9/16" height, 14 gauge. Used with single rivet and double rivet low profile beams for wood shelf support. Stock No Length Weight SS 24 24' 2.0 SS 30 30' 2.5 SS 36 36' 3.0 TIE PLATE V 0 Recommended for Bulk Storage Units. To connect side by side units ensuring row alignment and structural integrity Stack Na Weight TT .2 0 Copyright 1990 Rapid Rack Industries, Inc ComponenCs Right 0 0 0 0 • 0 AISLE SPACER 2'/2 "height, 14 gauge. Use between rows of shelving to space aisles to a constant dimension. Stock No. Length Weight AS 30 30 '/' 3.3 AS 36 36 1/2' 38 AS 42 42 '/2' 4.2 AS 48 48 1' 4.8 DOUBLE RIVET CLEAT Economical method of utilizing a single upright to connect an additional section. Stock No. DRCR DRCL RIGHT HAND LEFT HAND Weight .2 .2 TIRE RACK CLEAT Economical method of utilizing a single upright to connect an additional section. Stock No. Weight TRR RIGHT HAND .2 TRL LEFT HAND .2 DOUBLE RIVET SLOTTED ANGLE CLEAT Enables rivet connection between posts when bolted to lengths of slotted angle. Creates non- standard sizes of aisle and cross aisle supports. Stock No. Weight DRSACR RIGHT HAND .2 DRSACL LEFT HAND .2 SLOTTED ANGLE CLEAT Used in various places where slotted angle pieces must be joined. As in aisles for deck supports. Stock No. Weight SSAC .2 SPLICE KITS, SINGLE Used to extend height of individual AP or APH angle posts - complete with hardware. Stock No. Weight SKS 1.0 SPLICE KITS, DOUBLE Used to extend height of AP or APH angle rjposts on adjoining racks- complete with hardware. Stock No. Weight SKD 1.0 FOOT PLATES Use to secure AP or APH angle posts to floor. Requires hardware. Stock No. Weight FPSR SINGLE RIGHT .3 FPSL SINGLE LEFT .3 FPD DOUBLE .6 1 GALVANIZED STEEL SHELF PANEL 1' /2" height, 20 gauge. 6" or 12" width. 6" Width 12" Width Stock No. Length Weight Stock No. Length Weight SP 648 48' 6.8 SP 1248 48' 10.0 SP 660 60' 8.5 SP 1260 60' 12.5 SP 672 72' 10.0 SP 1272 72' 15.0 SHELF PANEL SUPPORTS 2 3/4 "height, 14 gauge. Two required per level to provide front to rear support for steel panels. Stock No. Length Weight DRBSP 12 12' 1.0 DRBSP 18 18' 1.5 DRBSP 24 24' 2.0 DRBSP 30 30' 2.5 DRBSP 36 36' 3.0 DRBSP 42 (II GA.) 42' 5.7 DRBSP 48 (II CA.) 48' 6.5 DIVIDER BEAM 2 '1/46 "height, 14 gauge. Replaces standard beams across rear of shelf to hold file divider in place. (Slotted every 6") Stock Na Length Weight DRBF 36 36' 3.0 DRBF 42 42' 3.5 DRBF 48 48' 4.0 DRBF 60 60' 5.0 FILE DIVIDER* 6' height for file folder. 12" height for x-ray. 14 gauge. Used with one DRBF across rear of shelf and SRB beams across front, to divide shelf in 6" increments. Stock Na D x H Weight FD 126 12' X 6' 2.1 FD 156 15' X 6' 2.7 FD 186 18' X 6" 3.2 FD 1812 18'X 12' 5.6 SLIDING DIVIDER* 9" height, 20 gauge galvanized steel. Mounts between shelf support and decking and extends downward. Stock Na D x H Weight SD 129 12'X 9' 2.0 SD 159 15' X 9' 2.3 SD 189 18' X 9' 2.6 SD 1812 18' X 12' 4.0 HANG BAR 1'/4 "x 1 '/4 ; 14 gauge. Provides interior hanging storage for various parts. One or more per level supported by DRB beams. Stock Na Length FIB 36 36' H8 42 42' H8 48 48' NB 60 60' 'FOR OTHER SIZES CONSULT FACTORY Weight 3.0 3.5 4.0 5.0 0 Copyright 1990 Rapid Rack Industries Inc. 111 Design bformatIon -7�a FOR FLOOR PLAN GROWTH, CLEAR WIDTH, BEAM PROFILES, and CLEAR VERTICAL OPENINGS When designing a Rapid Rack shelving layout, unit growth must be considered. Units have V2" growth in each direction and when connecting adjoining units add 1/4" * * TT (tie plates) recommended for bulk rack for row alignment and structural integrity. EXAMPLE: [ Shelf Size 48" x 30" Actual [•4_— 48'/2"—► — Width Shelf Size 48" x 30" --..� -44 48Y2" '/4 4 Shelf Size Actual Depth 72" x 30" 301/2" 72'/2" -4— '4" using *TT (Tie Plates) Total length of row: 48h/2" +'/4" + 48W' +'/a" + 72W' = 170" or 14' -2" Unit Clear Width Clear opening across width can be determined by taking the single width including growth and subtracting the face of the posts: EXAMPLE: USING AP POSTS Clear Opening Width 481/2" —3" = 45'/2" Clear Vertical Clear Opening PROFILE OF BEAMS DRB Height 2-11/16" + 5/8" Particle Board 3. 5/16" SPACE SAVER 'Z' Beam Haight + 5/8't Particle Board = 2.5/16" 2' BEAM SPACE SAVER STYLE Clear Opening CtoC -3/4" CtoC O Clear Opening CtoC- 11/16' CtoC CtoC 1'/2" T SRB Height + 6/8" Particle Board a 1.1/16" CtoC Clear Opening C to C - 2.1/8" Clear Opening = C to C - 3/4" Clear Opening C to C - 1-1/16" USING APH POSTS Clear Opening Width Dm- 481/2" —324" = 44%" Clear 'Z' BEAM BULK RACK STYLE BULK RACK CtoC Clear Opening - C to C - 2.5/16" CtoC Clear Opening CtoC- 3.5/16" Clear Opening C to C - 1-1/16" 0 Copyright 1990 Rapid Rack Industries, Inc Catwalks and Mezzanines Design Guide 180" 96" SRI'. TYPICAL CATWALK LEVEL Common configurations of mezzanine and catwalk systems indicating the number of double rivet support levels required for minumum structural integrity. NOTES: {: • Minimum number of double rivet beam support levels (all four sides) to give structural Integrity. + Recommended minimum number of tie plates (front & rear) to maintain structural Integrity. SRB's • Single Rivet Beams aro not considered when determining the structural Integrity of the unit or system. Foot Plates • Foot plates will normally be required when conforming to local codes. Width (front) of units may be 36" to 72'. Depths (sides) of units may be 12' 10 48', SPECIAL NOTE: II these minimum requirements are not met unit capacity is greatly reduced. \ DOB'. TYPICAL DOUBLE FOOTPLATE 1 YPICAL DAB EXAMPLE TYPICAL ERB, ORB EXAMPLE CATWALK SYSTEM DECKING ERB', TYPICAL 96" DRB'. TYPICAL DOUBLE FOOTPLATE TYPICAL ORB EXAMPLE TYPICAL E118, DAB EXAMPLE MEZZANINE (Flat Top) The above information Is a general guide to help in determining preliminary design. For specific requirements, contact your Rapid Rack representative. Vertical Shelf Clearance This chart represents typical vertical shelf clearance (not including deflection) for common shelf models. Shelf spacing is adjustable on 1'12" centers. 7 FOOT HIGH SPACE SAVER NO. OF SHELVES 5 8 7 8 9 10 18 114 18 „Is 84" 18 0l. 18 12,. 9 T"119 r. 81" 12 ,1" 13 wit 12 ,11. 15 m. 12 "17 15 me 12 15 111 12 ,. 7 IS'I. 9 „16 7 11,1. 9 1,16 7 11,1. 9 „6 7 11'1. 10 is" 7 11,11 10 17116 10 11,1.• T• 8 1," BULK RACK NO. OF SHELVES 4 6 23 11,,." 711:11• 7 11111 7 14 16 7 1111• 7 11,11 7 1v"' 1134 11 la BT,. 23 1711. 23 18 s "I • 17 ■1•1. 17 11116 96" 8 FOOT HIGH BULK RACK NO. OF SHELVES 4 5 8 19 1,1. 1 :114' I6 26 1"" 19' 29 x16 20 1111 28 1'16 20111" 14 I I.O 141x18 18 1,16 1 Unit Capacities with p AP and APH Posts * Vertical Load Only Non Seismic Loads This chart may used as a preliminary guide in determining unit capacities for Bulk Shelving heights up to 96" only where seismic forces are not a factor, 22 20 18 .o 8 16 O 14 O 12 Z10 8 RAPID RACK 6 4 2 12" 18" 24" 30" 36" CENTER TO CENTER — DRB SPACING (in inches) AP APH AP APH AP APH AP APH AP APH NOTES; 1. While SRB's may be used to share the total load, they are not a part of the units structural integrity. 2. Tie plates are an integral part of the units structural integrity. They should be spaced no more than 48" apart or between every other shelf. 3. For 'Z' Beam Bulk Rack Shelving Units; each clear opening is increased by 1" over standard double rivet beams using 5 /8" particle board. 4. Where 'Z' Beams are used as the base shelf on Space Saver Shelving the bottom opening is increased by 1 ". * If seismic loads are required refer to page 16. Use as a general guide when conforming to standard Rapid Rack structural procedures. ® Copyright 1990 Rapid Rack Industries, Inc 16: Unit Capacities with AP and APH Posts Vertical and Seismic Loads for Zone 3 and 4 This chart may be used as a preliminary guide in determining unit capacities for structures requiring seismic consideration. The Mezzanine Deck Toad or Catwalk load must be included when computing the toal capability of the unit. NOTE: Use APH posts, tie plates and footplates in all mezzanine and catwalk applications. Use Chart with Caution! Seismic Loads Vary with Location and installation Geometry. UNIT LOAD (1,000 Ibs.) 10 9 6 3 IPH AP APH AP APH AP APH AP APH b 12" 18" 24" 30" 36" CENTER TO CENTER — DRB SPACING (in inches) Example: Typical Catwalk T1 JI 8' 0" 36" AISLE 15' 0" 1.5' T AVG. 24 "1 36" AISLE BOTTOM SHELF NOT CONSIDERED Seismic chart indicates units utilizing APH posts with shelves 24" O.C. to have an approximate 5260 Lb. capacity. Additional units share I/2 the adjacent aisle (s) load rating which must be deducted from unit capacity. I/2 (area of aisle) x (no. of aisles) - ( total area) (total area) x load rating - catwalk load. Example: 4 Ft. x 3 Ft. x V2 x 2 -12 Sq. Ft. 12 Sq. Ft. x 50 Lbs /Sq. Ft. * - 600 Lbs. 5260 Lbs. - 600 Lbs. - 4660 Lbs. to be shared by all shelves (except base shelf). 4660 Lbs. + 7 shelves - Approx. 660 Lbs. /shelf. "Typical for catwalk aisle. Example: Typical Shelving Mezzanine 1.5' 3' 0" • I I T'L - LENGTH OF AISLE SHARED BY UNIT 1.5' 1.5' 4 ►_ • 3' 0" 1.5' AVG' 21" ± 30" AISLE BOTTOM SHELF NOT CONSIDERED Seismic chart indicates approximately 5920 Lb. capacity utilizing APH posts with shelves 21" O.C. Floor area shared by unit multiplied by floor rating must be deducted from total unit capacity. 1.5 Ft. + 3 Ft. + 1.5 Ft. x 3 Ft. - 18 Sq. Ft. 18 Sq. Ft. x 125 Lbs /Sq. Ft. " - 2250 Lbs. 5920 Lbs. - 2250 Lbs. - 3670 Lbs. to be shared by 4 interior shelves (base shelf need not be considered). 3670 Lbs. + 4 shelves - Approx. 917 Lbs / shelf. "Typical floor rating required. RAPID RACK 0 Copyright 1990 Rapid Rack industries, Inc General Infrma tIon Seismic Zone Map ALASKA e. g SO on' HAWAII, 3 J' AM111111 Ifor 4-S NL igiNirikovor Zone 0 - No Damage Zone 1 - Minor Damage (Factor .1) Zone 2A - Moderate Damage (Factor .15) Zone 2B - Moderate Damage (Factor .2) Zone 3 - Major Damage (Factor .3) Zone 4 - Those areas within Zone 3 determined by the proximity to certain major fault systems. (Factor .4) Terms & Conditions Prices: All prices are per unit shipped K.D. (unless otherwise specified) F.O.B. factory; City of Industry, California. Prices subject to change without notice, and do not include Federal, State, or local taxes. Shipments: Unless a preferred routing is specified on your order, shipments will be made the best way, transportation charges collect. Terms: Net 30 days - Subject to credit approval. Past due accounts are subject to a finance charge of 11/2% per month (18% per annum). Specifications: Weights, capacities and other specifications are for information only and are subject to change without notice. Finish: Standard baked enamel colors are tan or grey and must be specified on your order. Other colors are available subject to extended shipment dates and additional paint charges. Orders: By definition, an entered order indicates a single purchase order to be shipped at one time to one destination. Additions or revisions are considered new orders and may be subject to extended ship dates. Special Orders: Not subject to cancellation or return. Engineering: Engineering data and drawings are available; contact factory for specifics. Returned Merchandise: No goods are to be returned without factory authorization. A handling charge of 15% will be made for all returned merchandise, =a 11S .crecs- PUERTO RICO Reproduced from the 1988 Uniform Building Code, copyright ©1988, with the permission of the publishers, the International Conference of Building Officials. Warranty: The products described in this catalog (exclusive of wood shelves) are warranted for a period of 90 days from date of shipment by Rapid Rack against defects In materials and workmanship. Warranty void if product Is subject to misuse, abuse, alteration, accident, if used for other than designated purpose, or if maximum load capacities are exceeded. This warranty is not transferable and does not cover chipping, flaking, scratches, rust, dents, or other damage to finish or surface of products. Responsibility of Rapid Rack is limited to repair or replacement of product. Rapid Rack is not responsible for consequential, incidental, or other damages or losses resulting from product failure. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING THE WAR- RANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF IMPLIED WARRANTIES, INCIDENTAL OR CONSE- QUENTIAL DAMAGES, SO THE ABOVE LIMITATION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS AND YOU MAY HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. Damage In Transit: For your protection, examine each shipment carefully. If there is any evidence of damage or shortage in transit, insist that the delivering carrier make appropriate notation on the freight bill before you sign it. If concealed damage is discovered after receipt of shipment, immediately notify carrier, requesting inspection report to support your claim. Any claim for damage in transit must be filed with the delivering carrier. Rapid Rack will not accept return of merchandise damaged in transit. Your recourse is with the delivering carrier. RAPID RACK © Copyright 1990 Rapid Rack Industries, Inc. DISTRIBUTED BY 1H1 MAIL /DAL HANDLING INStIIUTE. INC MEMBER COMPANY 0 Copyright 1990 Rapid Rack Indus' tries, Inc. • l'aranlount `' Pr' "'or"' l'rli11 A1.11 1/.1 111 Al lt 1 WA 11; : 11,1 1.1 11 0.(Ai WA 111; ti f:13 833,) WILI.ODI METAL TECH, INC. LM ILET RACK'G The LMT design represents the most proven, up -to -date concept in a boltless, easy to assemble, durable stor- age racking system. You will see that precision parts are manufactured to provide ease In assembly. LMT pallet rack has the capabilities to quickly handle changes to meet your needs today, as well as a wide range of applications for tomorrow's storage. FRAMES STANDARD -DUTY RACK LM15 Upright The basic systems of modular pallet racking for all regular storage applications, with strength and safety at realistic costs. • MEDIUM -DUTY RACK LM20 Upright The popular range of pallet racking in seismic areas. • HEAVY -DUTY RACK LM30 Upright Features 3" square columns. A rack system for the heavier loads and the high rise, high cube application. • SUPER -DUTY RACK Re- Enforced lipights These uprights are offered on application only. The uprights offer additional strengths where impact properties or greater load requirements are needed. Subjectto inquiry, BEAMS SECTIONS • ROLLED FORMED BEAM The LBF series is our most cost effective beam with depths from 31 /2 "to41 /2 ". This beam canspan upto 168" forstandard and medium pallet loads. d • CLOSED BEAM The LBC series is our highest capacity beam with depths from 3" to 6", Thls beam can span up to 168" for standard and heavy pallet loads. • OPEN BEAM The LBO series is for lightweight pallet Ioadsand hand - loading. This beam can span up to 144" with depths from 2" to 31 /2 ". Z -BEAM The LBZseries isfor hand - loading items. This beam can span up to 120" and has depths from 2" to 3 ". BRACKETS BRACKET FEATURES • The three stud connector has an attached safety lock for a safe and reliable connection to the upright frame. • While most manufacturers only use two studs in their design, LMT beam bracket is one of the most efficient designs on the market. STANDARD BRACKETS • 3 stud connection with automatic snap lock. High stability and effec- tive load distribution to the upright frame. • 4 stud bracket available as required on larger beams or when specified by LMT Rack Engineering Dept. 6" 3 Stud Bracket ® "p 0 8" 4 Stud Bracket NI cACCEr S • RIE& SKID CHANNELS For use with any Load Support Boom. Frame 2+/a Depth Standard 30" SC -30 8.5 970 36" SC -36 10.0 800 40" SC -40 11.0 715 Part No. Wt. Cap. 4" DRUM CRADLE Model DC #%9S WALL TIE COLUMN PROTECTOR 44" SC•44 12.0 650 48" SC -48 13.0 590 60" SC -60 17.0 470 Frame Part No. Wt. Cap. Depth 30" SCH•30 11.5 3350 36" SCH -36 13.5 2720 40" SCH•40 15.0 2420 44" SCH -44 17.0 2180 48" SCH•48 18.0 1980 60" SCH•60 22.5 1560 For use with any Load Support Beam to prevent drum from rolling, Base of cradle fits over top of support beam. Can be used singly or in pairs, Shipping Weight each: 3 Ibs, Two 7/16" x 1" bolts with nuts included with each. Wall to Column Part No Wt. Face 4" Wt,-4 1.8 6" Wt. -6 2,1. 8" Wt. -8 2,4 10" Wt. -10 2,7. 12' Wt, -12 3,0 Model Height Wt, CP•24 24" 14 ROW SPACER FORK CLEARANCE BAR Use with any Load Support Beam. Four 7/16" x 1" bolts with nuts included with each row spacer. CROSSBARS Spacing Part No. Wt, 4" RS-4 1.0 6" RS-6 1,3 8" RS -8 1.7 10" RS-10 2,0 12" RS-12 2,3 18" RS -18 3.1 24" RS -24 4.0 36" RS -36 6,0 48" RS-48 8,0 60" RS-60 10,0 72" RS -72 12,0 Frarne Depth 30" FCB•30 5.0 36" FCB•36. 6.0 40" FCB•40 7.0 44" FCB•44 7,5 48" FCB•48 8,0 60" FCB -60 10.0 Part No. Wt. Without Flanges Should only 3" be used in outer support positions, With Flanges Depth Depth of Part No. Wt. Cap. of Part No. Wt. Cap. Frame Frame Standard Use with beams having' /n" step, 30" CBF•30 3.5 465 30" CB•30 3.0 465 36" CBF•36 4.2 375 36" CB-36 3.6 375 40" CBF•40 4.6 335 40" CB•40 4.0 335 44" CBF•44 5.0 280 44" CB-44 4.5 280 48" CBF•48 5.5 230 48" CB -48 5.0 230 60" CBF•60 6.8 140 60" CB -60 6.3 140 Heavy Duty Use with beams having 11/2" step, 30" CBHF•30 4.7 1340 30" CBH•30 4.0 1340 36" CBHF -36 5.6 1080 36" CBH -36 5,0 1080 40" CBHF•40 6.2 955 40" CBH•40 5,5 955 44" CBHF.44 6.8 860 44" CBH•44 6.0 860 48" CBHF•48 7.4 780 48" CBH -48 6.7 780 60" CBHF•60 8.6 615 60" CBH•60 8.4 615 For Your Other Specialized Racking Needs .CAT # LMT•105 Cantilever Storage. Systems. CAT / LMT 106 Drive-in Storage Systems CAT • LMT 107 Versa & Long-shelf Storage Systems CAT '• L1NT 109 Hot Rolled Structural Storage Systems 0 THE MATERIAL HANDLING INSTITUTE, INC. MEMBER COMPANY III ii RACK MFG. INSTITUTE �M LMT 15M 6/92 LODI METAL TECH, INC. P. 0. Box 967 / 213 S. Kelly St. Lodi, California 95241 Tel: (209) 334 -2500 / Fax: (209) 334 -1259 Write or call for a free catalog on any of the other systems or materials Lodi Metal Tech offers the material handling industry. Ask about Lodi Metal Tech's Quick Ship Program. DISTRIBUTED BY: CAT # LMT 108 IM HOW TO USE FRAME CAPACITY CHART After determining clearance between shelves and selecting total required ca- pacity for frame; Read vertically from maximum shelf spacing to point where capacity shown equals or exceeds re- quired total frame load, UPRIGHT FRAME FEATURES There are absolutely no dead spots along full height of the column, permitting beam placement freedom. Each column has a foot plate pre-punched for lagging to the floor. MAXIMUM RIGIDITY AND STRENGTH The placement of the bracing is calcu- lated to meet individual upright section requirements. The horizontal and diago- nal bracing, (1 1 /2 x 1 1 /4), are inserted and mig welded directly to the columns, COLUMN FACTOR OF SAFETY The factor is based on minimum yield point of 1.92, which conforms to stan- dards of the American Iron & Steel Institute (AISI) and Rack Manufacturers Institute (RMI). FRAME LOAD IN 1000 LBS. BO 70 60 50 40 30 20 10 0 0' to 40" FRAM ES' FRAME CAPACITIES !gill RIOnDisit11111111111111111111111 rArazarmunDiprb7Numin mmANuimmmovrAN.,;■144 mwmurammuorArilmnN_ VANNIVMHMMUNEMUMMMilh- STANDARD ---,-1 1 5/8 ---,---- h-'-- 3 ....1 C-f El BP-15 BP-20, BP-30 -4---- -:_-.:_-1 3 3 L.__ UMUNQUMMESUMBEINOMMUMN.. MNUMAMVAMMMORTFITMITTEVIREE 24WRIOTWPqmlAe",,AJUMUdellWGR i Iiiiiiig07514""'04N ..,..ftwalEiti 21=9110i0Oilikalt, , ''4414iiilligiREFIN III ._i ...4) LM15 LM20, LM30 SEISMIC 1 'gal -.4 11 1 G 3 MI t.,1 t 4 'Mk A F1;715:1111 1111111111 ffill MBA 011intirap.._ MaIWIMMRIMMItgiMm...1714.4 MUMUMMOMMMUUMOMEMmft- P"IM2ageteINEMMIPAIMnOFT114111 11111111iiiiliE251Mbtlign o C 0 3 1.____, afte7"11 MI In Firf kIN.r.I ImmummummommUIMMO EMICOFI PFXBIMI MMROMRP2wM WI RI VA k4IMIVIMA mamummlunammtzumxolme-EinoL,mmiu mowmtawmuummutammllouumuommua CB 101 meg Esi a r3 ro Immo Willi 03 Li DI tia 6353 0 P gi tit-AV:0;E Ul KIMA El MI Ft:1;4j 1-7, i.44 .... lariffliatEMOInvic MNRMMUMMVMmtiqUnlm, VI rd Fl (=HIM en' MUM. . M E0I rill61 02 UM r, 1:-.3 0111.111M11.1 =MI §3141E-ILIK1h4 P,P17411111.710I.1°■10,1 VI Eyla E:4 p-41111111111% Mitil=t1gra riff INF,An raile6 1%1 r:3 iL11 50" 60" 70' BO" 90" BEAM SPACING IN INCHES COLUMN SECTIONS BASE PLATES STANDARD ---,-1 1 5/8 ---,---- h-'-- 3 ....1 C-f El BP-15 BP-20, BP-30 -4---- -:_-.:_-1 3 3 L.__ .0 ._i ...4) LM15 LM20, LM30 SEISMIC --11 15/8 1--"1--- 1-1- 3 -1°1 o o C 0 3 1.____, 3 -1. II BPS-15 BPS-20, BPS-30 -z„)i _i___ LM15 LM20, LM30 REINFORCED 0 T 11 3 i II 0 SBP•20 SBP-30 1M20/15 & LM30/15 LM20/20, LM30/20, LM30/30 100" Load Capacity and Deflection for Uniformly Distributed Load. Load Support Beams Longer than 168" or o cold-formed steel design manual. Safety Factor Is 1.65 based on steel with minimum yield strength of 4 ONE-PIECE CLOSED BEAMS 6" BRACKET STANDARD 4 LBF454 ,998 0.09 28 ,I29 0.10 30 .399 0.12 32 ,777 0.14 34 6.999 0.18 37 6,773 0.19 38 6,363 0.22 40 5,999 0.24 42 5,675 0.27 44 5,384 ___ 0.30 46_ 5,121 0.33 4,883 0 37 50 4,666 0.40 52 4,467 0.44 4,374 0A6 55 4,285 0.47 56 4,117 0.51 58 3,962 0.55 60 3,818 0.60 62 3,635 0.63 3280 0.67 2,975 0.70 71 2.711 0.73 74 2.480 0.77 77 2278 0.80 80 1,941 0.87 86 _ I,673 r_21/4.1 -1 LBC30 isi:11{] 1 3" LBC35 6" BRACKET STANDARD -24.01 :zt)t 11,450 10.455 9,618 8,906 8.015 7,757 7,287 6,870 6,499 6.166 5.865 5,592 5,343 4,965 4,760 -r § (.3 WT 4,8T8 0.07 13,529 0.08 34 12,447 0.10 36 11,525 0.11 38 10,372 0.14 42 10.038 0.15 43 9.430 0.17 45 88,489101 08.2191 48 7,979 0.24 50 53 7,590 0.26 55 7237 0.29 57 6.915 0.32 60 6,621 0.35 62 6.483 0,36 63 6.350 0.38 65 6,101 0.41 67 5,871 0.44 69 5.658 0.47 72 5,459 0.51 74 48,913869 08.6862 8781 4,715 0.68 85 4,510 0,75 89 4254 0.80 92 Ttiig 0.87 99 3,125 __ 0.93 _106 TWO-PIECE 23i'"-.l 3 " 4" LBC40 LBC45 0.11 29 0.13 31 0.15 34 0.18 36 0.22 39 0.23 0.27 42 0.30 45 0.33 47 0.37 49 0.41 51 0.45 0.49 56 0.52 58 0.53 59 4,568 0.54 60 4217 0.57 62 3,904 0.59 65 3,626 0.61 67 3,376 0.63 69 3,046 0.67 72 2,763 0.70 76 2,518 0.73 79 2,303 0.77 82 2.115 0.80 86 1,803 0.87 92 1,554 0.93 99 16.583 15,141 13,929 12.898 11,608 11,233 10.553 9,950 9,412 8,929 8,494 8,099 7,739 7,409 7255 7,107 6.828 6.570 6,332 6,109 5,804 5.376 4.898 4,481 4.116 3.507 3.023 0.08 0,10 0.11 0,13 0.16 0.17 0.20 0.22 0.25 0.28 0.30 58 0.34 61 0.37 63 0.40 66 0.42 67 0.44 69 0.47 71 0.51 74 0.55 76 0.59 79 0.65 83 0.70 86 0.73 90 0.77 94 0.80 98 0.87 106 0.93 113 . 1,15,111111 LM 5 �„ NA% I..... INPIPkir • U 60" 70' 80" 90 BEAM SPACING IN INCHES LM r Load Capacity and Deflection for Uniformly Distributed Load. Load Support Beams Longer than 168' or of Special Capacity are available upon request. Design of beams conforms with American Iron and Steel Institute light gage cold-formed steel design manual. Safety Factor Is 1.65 based on steel with minimum yield strength of 45,000 pounds per square Inch. 6" BRACKET STANDARD 2%4 2v .i r 1K" ' vt LBF354 1 LBF404 tr- 23/4-4 f 1Vi^ t.. 4 0 9.998 9,129 8.399 7,777 1.x60 6,999 ;6211 6,773 0 19 38 8,341,1;:,' . 1 ,66 6.363 0 22 40 ';;.:::7,835.„)1. ,; 5.999 0.24 42 ,.;i,388,'; . 5.675 0.27 44 i 6988 ;; 5.384 0 30 46 6,630 5.121 0 33 48 1:":' . 6,305 4,883 037 50 6013 4,666 0 40 52 5 ;746 4.467 0 .44 54 k1116.601=,,, 4.374 044 55 63876:'', ,098,, 4.285 0 47 56 1',;,,' 5,277 $7'102; 4,117 051 58 5A7- I':106 3,962 0 55 60 E„ <11Q. 3.818 0.60 62 O. 41' 3.635 063 64 3,280 067 68 [024:1; 2,975 0.70 71 032p. 2,711 0.73 74 ui 0 2,480 071 77 44 2.278 0 80 80 1.941 0.87 86 1'1 ,2;7,01' f. 1.673 0 93 92 ii:s;i2.32 0 09 0.10 0.12 0 14 0.18 28 112,3;13 = 32. 10,343 34 :1:11:,,.9.571;1,. 37 LBF454 1 41 /t Z Oa Qa Q c O°= UN =¢ a r2 i �r a c 14.818 13.52.9 12,447 11,525 39 :;'. 10.372 100" 4i1Q 0:3177 6" BRACKET STANDARD 4 "r I 10.038 9,430 8,891 8,410 7.979 7.590 7,237 6.915 6.621 6.483 6.350 6,101 5.871 5,658 5,459 5,186 4,939 4.715 4.510 4,254 3.625 3,125 115" r ? 4" 315" 0.07 34 0.08 34 ? 15,731 0 10 36 [04' 0.11 38 t; 13.469 0.14 42 1212 0 i4 rs' ='49 43 1,4117315, 45 31,020;, 48 ,k,,10,391', 50 , ''. ',9,8291: 53 ' 4,325 55 1", ',870 63 7,577 =5 036'` 65 i .7,42 67 - 21/. J •4 �u r LBF453 1 Deflection limited to 1/180 of span OPEN E MS 6" BRACKET STANDARD 1- 21/4" . Vetrl K" 4'h LB020 _ 1 I" 0.15 0.17 0 19 0.21 0 24 0.26 0.29 0.32 0 35 0 36 0.38 041 0.44 047 0.51 0.56 0.62 068 0.75 0.80 0 87 0 93 a z 3.558 0.16 3,249 0.19 2.989 0.22 2,768 0.26 2.491 0 32 U 'p t 2.410 034 2,154 0.37 1,915 039 1,713 041 .542 0.43 1.395 0.46 69 72 74 78 81 85 89 92 99 106 '67,• 74 1,268 1.158 1,062 1.018 LBC30 LBC35 LBC40 LBC45 1• 2/" LBC50 • BP -20, BP-30 11,450 10 =455 9.618 8,906 8,015 7 =757 7.287 6,870 6.499 6.166 5.865 5,592 5,343 4,965 BPS-20, BPS-30 h 0,11 0 13 0.15 0.18 0 22 0.23 0.27 0.30 0.33 0.37 0.41 0.45 0.49 0.52 4.760 053 4.568 4.217 3.904 3.626 3.376 SBP•30 0.54 0.57 0.59 0.61 0.63 3,046 0.67 2,763 0.70 2.518 0.73 2,303 0.77 115 0.80 1,803 0.87 29 31 34 36 39 40 42 45 47 49 OOc Z a O g 0' U 3 x 490- 9 o? sts 16,583 0.08 33 15,141 0.10 35 13.929 0.11 38 12.898 0.13 40 11.608 0.16 44 43+ 11.233 0.17 46 '45 10,553 0.20 48 48,,,k 9,950 0.22 51 VA 9.412 0.25 53 52Z- 8.929 0.28 56 8.494 0.30 58 8.099 0.34 61 7,739 0.37 63 7,409 0.40 66 7,255 0.42 67 7,107 0.44 69 6,828 0.47 71 6.570 0.51 74 6,332 0,55 76 • 6,109 0.59 79 5,804 0.65 83 5.376 0.70 86 4.898 0.73 90 4,481 0.77 94 4,116 0.80 98 3,507 0.87 106 3.023 0.93 113 51 54 56 58 59 60 62 65 67 69 72 76 79 82 86 92 1.554 0.93 99 Z 9 O 0.48 0.50 0.52 0.53 2yi" 1y. J1 51/4" LBC55 20 21 22 24 25 26 27 29 30 31 33 34 35 36 37 1 1 LB030 1'.i -r- 8,198 0.09 2 7,486 0.11 2 6,887 0.13 2 6,377 0.15 3 5.739 0.18 3 0.19 3 0.22 3 0.25 3 0 28 3 0.31 4 0.34 4 0.37 4 0.41 4 044 4 0 46 4 0.48 5 0 52 5 057 5 0.61 5 063 5 0.67 6 0.70 4 0.73 6 0.77 6 0 80 7 5,554 5.217 4.919 4.653 4,415 4,199 4,004 3,826 3 =663 3,587 3,514 3.376 3.248 3,130 2,923 2.638 2,392 2 =180 1.994 1,832 8" BRACKET STANDARD r 21'." y 1 14'1 21" LBC55A LBC60A fi ;11,19,423 1Q.07'" i V 17,82 *419A 7a;10;10a'.s 150 O!, ' 012;x. 413 ;66ti ..0i14'e J2,42409;16 416 111;714 020 11,081 .'0.22;3 1075120 :25' 10 ,r ^2?1. �O,30, ei7. 310,34 i' t °r 1 'A,37? 0735k,§9;,04 " 7,454 3,49 .'7193 W0,53 AD ti7 i f �514 b4 ' t�f6� 7.8e 31:1 .84% kri 22,928 0.06 38 20,934 0.08 41 ;f f24 262ir'; �,tl,07,1 19.259 0.09 44t2:22;31214(4',0.98 :4 17.833 0.10 47 !,41, ??0$659 X0,10 " 16.050 0.13 51 0,08.69311q0:12 35.806 0.06 52 32,692 0.07 56 30,077 0.08 60 27.849 0.10 65 25.064 0.12 71 24.255 0.13 73 22.785 0.15 77 21.483 0.16 81 20,322 0.18 86 19280 0.20 90 18,339 0.22 94 17.486 0.25 98 16,709 0.27 102 15,998 0.30 107 15,665 0.31 109 15.345 0.32 111 14,743 0.35 115 14.187 0.38 119 13,671 0.40 123 13,192 0.43 128 12,532 0.48 134 11,935 0.53 140 11,393 0.58 147 10,897 0.64 153 10.443 0.69 159 9.640 0.81 172 8.848 0.93 184 15.532 0.14 53 14.591 0.16 56 16. 13,757 0.18 59 13.013 0.20 61 12.346 0.22 64 11 ,744 0.24 67 11.197 0.27 70 10,700 0.29 73 10.244 0.32 76 10,031 0.33 77 9.826 0.35 79 9,441 0.37 82 9,085 0.40 85 8,754 0.43 88 8.447 0.47 90 8.025 0.52 95 7,643 0.57 99 7,295 0.63 103 6,978 0.68 108 6.687 0.75 112 6,115 0.87 121 5.272 0.93 129 13 1r +E Q'4 2 97 0,25 ,12.39 1.1;868x, 0,29+ y�11' •2 ti 4 r. 1.t ,J0 ;93Teeo3& 10.5241 r 978664` *.0" : u 41 41 5( 5, 6( 6; 61 71 7, 71 81 84 94 9, 9i 91 I0 10 111 11, 121 12, 13' 13, 14 15 16 L • CITY OF TUKVVILA RACK STORAGE DIMENSIONS (NEAR FEET X HEIGHT TOTAL X 1 J x ao' GRAND TOTAL : RECEIVED.. CITY OF TUKWILA 0CT181993` PERMIT CENTER 7.4A(4.aR et,t4 r e, 7,/ 8 re /6/9 49342 s e'f•:G eA•L.t_L c4047-71.6-- t/c52 InA rei, ra Z m a kit e3)1,/`i r/N - 24 . L..)lcx, 1 t . . ) l� 7 1991 11.6Y.:: S`+ o 41 ../ S41) ?r 27-11 i 4/•v y'N-..e /99z Z/a G OPPC.„6-m c liar V; 7; C1f'cJ) U, 5 O (aaNe "" b �F. /. C T. 2,7 S (ri -v ) .�sLrjont /t1�t:�G G RECEIVED w& ld O /e.,61/&c. vrZ ok, FP /L 2)64.tt t!2s W , CITY OF TUKWILA OCT 1 8 1992 PERMIT CENTER TRAM1 r/, , () P. t €, 's iz tr, f ei4 �.... 61.4. .� s.... . /C 0 go' acv5- rt.o,D L �rreS ti a 14, y ,!.' " ) , Q, c 42- 2 .. O A / 0. K'', 0,3z / 0,6o G�i 4 )r, 1 "ry "r.• L', 37, WY" 0, J�t�t�r toft r.p I c „J,vo D, 3 :r 0, 3 3# zG: cs. k f (f' ``t; "n1I ') tvele ei e acE)0 Vt Y1 0I0 Seec1kc. y/ r ,a -/ w/ Vea r -�• O, q A, O q 94 4 ti 77dyto 5t1IR (e_ 87-k 16/.93 • (l) 4,,4 tics c.Na71d 72 " CGl1 ' SPA -as 1,4/ 2 150 /CM VO 41- /645V(Pt- e ..3 4 AtiovP .. r'%4;t4z: Cr; 7 17.30 k dt. % 6 ©- 1,b4s' t.P.37S.. w j6f.1 /?'. 0, 30t4. 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REVISIONS I BY ( DA7 Cap,. 1 t AREA WT. w/t IxK SV.t rr.1 1t.. 5`cY r'ri X 11G .o'° ,2297 .174 19.x3 .08 `33 111 %0 ,6'2•34 :0315 j0456 •4c .419?9 I14- ,015 .2,839 ..956 IT." ,10 B1 .1440 ,6165 .0.41G4- ;05'64 .404'B ,4241 ,v 12 "'10 .105 ,3885 ',log 10.ee .14' 16 .1 850 ,Coo41 ;0612•1_` _ .d ?67 _,7,5 ci ,44c S .rSS ,4878 1.643 a'tr. .I706 ,22-15 .5914 .01164. ',p°ba .7,1'C6 .4'x51 /I 1 •IE7 .64 9 2,182 S. "s .2102 .29.03 .5696 ,0977 .1270. .35'x3 •4°0 .S .1_S .,8212 2.765 4.pO ;2426 ,1235 if,-53g .1164 • ; /boy ,?16 .5129 1 0 01 9_ J 52 4 2. WrI _ 10.64 I 0•' 1 7.9 t1 1 i I i 1 I L 1.1_0wA1 L a Ax1AL LOAC) Pm?. 1151 19 so fi N o rcm A L.. 0 %z c..rzmAte. I I ' } 1 0 30 ! i I 40 F 1 1 1 I SC) 60 1.1c.►1re. 70 cp 9^ BE`4 SECTION PROPERTIES r n • r....,.., TINGEY DATE 8APR.'91 R--1 RE VISION DATE BY MODEL 1 t In In D In I X In4 Sx 4n3 x In 1y In4 Sy In3 r'y- AREA In In2 LB020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 LB030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 LB035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3,5 .75 1.951 1.0473 -1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 LBC45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 .018 1.200 LBC50 .075 5 1.5 4.6437 1.7E55 1.908 1.3902 .9029 1 .044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5269 .9975 1.238 1.350 LBC55A f.105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876_ 1.995 LBC60A .105 6 1.5 9.587 3.1421 i 2.192 2.1979 1,4517 1.049 LBF354 .075 3.5 1.5 1.4739 .7699 ' 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 j 1.437 1.0635 .7190 1.035 .9931 LBF454 .075 4.5 1.5 2.7526 1.141 I 1 .605 , 1.1984 .8143 1.059 1.0681 LBF453 .090 4.5 1.5 3.2119 1.333 11.598 1.3985 .9497 1.054 1.2578 8342 /0 S T a b k-n Lpi t 3-P kr4 g RP Cw hto.ot cA.P he.t.Tt f• nim- Ecs.tM.. Is Cio►t? 44- 1654. C ctu nt ,.a AwEg.tat. .. 1S, M- M 4 6-16 , 42 L,a Lam. 42 ks.`"...:.. o.... Ea Jam..' P.+1 DtOwe _ . ;11132 Pte A . r ....?D4.._. at_ .._. 0, 0i2! I._ :..._ ._.. US W& A•rtD • fv � ireR F7e Yu�t�2 art.. tk ►.�& Fp l . o F.. FAG' au.) a ' M,TE-t-! # 1. • • • • • 40. sc -t. • •p: ,o9z4lAD.4; ..__.._ f.... -iN� t�N . LM 15 � �M ' IS . t Lt) 4 (t$.sb1v).5 .. :Y►o 01/12)4n,a7r sL ~Gornp...Fock .4.46.1 ogo . • M[c.sto aJ 11 '50 CoLUA44 (e o, IDS v) k Us-E- ? s 1, s of Fc: R 1.11-115 c e. L iv12c Leo L U rid.,4 Z 141-10 Pi % 1.00k F> 2 ' • Livl 2,0 • utd o x16 s 1.r.i !s e. .A 14,E /,5064 ;'7) 1..o -r• 415 f ,,'1S' + 1Vq-,15") t• • .1 2 1Ik , 3� Sys MA T. 12.1Si A 4/3 lip, S, "k L01 ?)0 (1.63/j,5a) 12, E 17?,4r 5E1 S M,, 1. 13 4/3 )1.q 4 +. COL '�N SECTION PROPERTIES TINGEY DATE 8APR.'91 /i /di R -2 REVISION NO. DATE BY MODEL t In H in 8 In X in Ix in4 Sx 1n3 rx In I y in4 Sy In3 ry In AREA 1n2 LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20 /15 •° 075 3 4.625 2.607 1.78 2.222 1.187 1.231 2.577 .988 1.481 1.143 1.845 1,349 LM20 /20 '07175 3 6 2.714 1.481 1.268 4.701 1,431 LM30/15'1 075 0 75 3 3 4,625 6 2.789 2.951 2.126 2.568 1.417 1.712 1.23 1.262 3.052 5.45 1.094 1.788 1.473 1.384 1.838 1.590 LM30/20'1 LM30 /30 .1 •toy os 3 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 x LM __ / x V) J r� G 0 n Q DO 0 0 200# per arm non c� GAL-Y.7120 4& G48 A I /2" X -RODS n 80" �i` 56' 32" Three runs 4 upright each 104" 120" 200# typ. Toad ic-66" 36" 4 ,LOD-RACK ' LBF35496 LR3 120 42 Std, plate ONE RUN 7 DAYS LONG PARAMOUNT 'UPPLY • 10832 EAST MARGINAL WAY �. c'EATTLEJ WA 08I68 "A -IiLP 61" TYPICAL- ONE YPICAL O 200# per arm • 56" 32" I ris 4 upright each 120" 104" 0" 200# typ. load LOD -RACK ' LBF35496 L-R3 120 42 std, plate ONE RUN 7 BAYS KONG 66" 36` 120 3" SUPPLY MARGINAL WAY �. '515168 SH 1-i= SPACING GI" TYPICAL LM 15 120 60 STD PL-ATE L60 30 72 ONE BAY UNIT RECEIVED CITY OF TUKWILA OCT 181993 PERMIT CENTER CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 10/19/93 Activity Table Processing RACK STORAGE PERMIT Permit No: B93 -0403 Tenant: ,PARAMOUNT :SUPPLY:',:. Status: PENDING Address: 10832 EAST MARGINAL WY 5 Type: B -RACK Vers: 9101 Screen: 01 Base Information Parcel No: 032304 -9164 Owner: MCCONKEY DEVELOPMENT CO Validated By: SLB Plan Ck Approved: / / Applied: 10/18/1993 Status: PENDING Issued: / / Completed: / / Act /Inactive: A Final Notice: / / To Expire: / / Nature of Wk: INSTALL RAPID RACK SHELVING .AND PALLET RACK. Location: Zoning: Valuation: 15,000.00 UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x Height = Totals 440 7.0 3,080 61 10.0 610 64 10.0 640 20 7.5 150 .0 .0 F7= Update, F2= Previous Line, F1= Screen Index, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 10/19/93 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B93 -0403 Tenant: PARAMOUNT SUPPLY Status: PENDING Address: 10832 EAST MARGINAL WY 5 Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 10/18/93 10/19/93 10/19/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1 [EXITS ; . O.R. ] 2[ ] 3[ . ] 4[EIRE. PLEASE ,REVIEW 'AND COMMMENT. ] 5[ ] 6[ ] 7[ ] 8[ ] 9( 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. royals are unnierstandthat'the Plan Check app als, of t; btect to errors and omissianaa and app ,_�-t.;; noes not authorize the vtoiat or of, any a - opted code or ordinance. 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