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BCOM2015-006678-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Application Number: BCOM2015-0066 Property Address: 46660 WASHINGTON ST STE 6 APN: 643020063 Application Description: LUCKY FEET SHOES / SOB1E Property Zoning: Application Valuation: $20,000.00 Applicant: CHRIS HINOJOSA P.O. BOX 5939 LA QUINTA, CA 92253 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 765489 Dat0^ Contracto . v OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the 'basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: () I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (1 I, as owner of the property, am exclusively contracting with licensed contractors to construct.the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: i isooii siioi VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760):777-7153zz _ Date:; 2/,16/2016 " Owner: �� _.._, C WASHINGTON 111 LTD (a' 80618 DECLARATION AVE INDIO, CA 92253 Contractor: MARK SCOTT GARCIA 145 S FIRST ST COVINA, CA 91723 (626)786-2970 Llc. No.: 765489 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Car ' rty PoliNumber: _ 2*6C . `ertify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date-' 0— �� `16 Applicant�r" 7'V WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and herebyauthorize representatives of this city to enter pon the above-mentioned property for inspection purposes. Da r� Irf • Signature (Applicant or Agent): ' { Y4 .., t+eA? :t+s w .Y✓.', ": i•' �'ii, f; ; . ? rE L'F z�%k.ry,^.. F X1,5-9} i.'Y <� 'Fxj: �". � j �: k�e€�C'-. �zr3,E. ,3'.'�` �" x�e.: `i� j.r.. � �'SS `;: `x x31 "i,'-��?''r 3.3.a''�`t5131zxm :: �* aq '"" a; LEeic�E � S k'?. ry.'i 3 ^ >�afG��Yn'M xwi? Sn BSAS SB1473 FEE 101=0000-20306. - 0 $1.00 .. $1.00 2/16/16 4k—`Ii b'S'.�"N : ;!W- " €x4Z bf PAID BY�� gp. RECEIPT #� CFIECK # Bl( x��°t`METHOD:* _��0, �.� �CLTD TRADEMARK'CONSTRUCTION CHECK MR262 3366 SKH Total Paid for. BUILDING STANDARDS ADMINISTRATION BSA: ' $1.00 $1.00 `'.Mrc>hec, tDESORIPTION 5 ST,z y PAID �: PAID DATE` .. ..-",i. <A000UNT,1 AQTYxAMOUNT 'DEVICES, FIRST 20 101-0000-42403. 0 $24.17 $24.17 2/16/16 ggs- PAID;BY `. "-� x"si�:s+", s<..aya$'477a,J S' " t? QMETHOD $X�3,s'z4'"" ' frz4 - •e;7" �$ RECEIPT #�� '# .-..x•�r #� i :'..iRr GLT,D BYE `e�`:k°::>� ?� a?`! "� ,"p .:.*'.xs?.M..'A d$=..:,.x, rx'crz' srs&vEs;�>:� ,p �l gv�CHECK 4x.2"l..n.t°+�`:.`si$:�.aE/.vB.ii>s'a ''.�.�. .cx—P a'}sam s'xeMHk3.<:...xa'`.£kri TRADEMARK CONSTRUCTION CHECK _ .MR262. 3366 SKH .,_:T,x..' xsb ..pKli' ¢rkr _; t,},"`3' 1 4?s:,^afr`5�:' i .. ,F»;,�}�,.z. u`y.c€ yx,'.E A,:;.`„ .::a PAIDRj-;: PAID DATE x.; ,'DESCRIPTION ��ACCOUNT 3 4T1M :`;AMOUNT.}_ DEVICES, FIRST 20 PC .101-0000-42600 0 $24.17 $24.17 2/16/16 .T's',Gi��1.�`. :"',: Vii.. ��i4,pa! 3 BYIt ..,,PAIDBY ",ME .x gETHOD t :_ ° RE�E�PT �; #CHECK # ", CLTD t TRADEMARK CONSTRUCTION CHECK MR262 3366, SKH Total Paid for ELECTRICAL: $48.34 $48.34 z.:`Kid.:-t.;' ": - ys :. ,'.* PAID DATE -01IO �ACCOUNT�� CtnxAMOUNT1 T WSPAID PARTITION 101-0000-42400 0, $72.52 $72:52 2/16/16 r:.f�_" BY i ",.. ..�a.,.k fsar>syf',j,tit:t--;m�':'"`Y'xv°,;�...-t""i,. METHOD i a�. �.s RECEIPT # �':ie-w ". �� # CLTDxBYr ,PAID .:< � :�,� gem: :HECK . TRADEMARK CONSTRUCTION CHECK MR262 3366 SKH Total Paid for'PARTITION: $72.52 .$72.52 E.u:<a..3,x..:..;::n,�E NT AMOUNT r -x;" ..; p r PAID,; i .�€a.ay.xx x a...,• DATE oDESCRIPTION MAC Y x s,A s F QTY �3� f� ,,a .L..S. rrPA1D g REMODELJA ADDITIONAL 500 SF 101-0000=42400 ' 0 $65.25 $65.25 ' -1/16/16 n,Y$,:xc4.�nefisS.: PAID BY r.a� LL:YY T✓;f..°uS^h_:2.'',y+'q<I". HOD '- 'G j' ai,:'fis +€<3. 'L'"BzF CHECK # C.>S�,✓,: �F S^81: QTD BY}. 7 'WEret"�-RXRECEIPT# TRADEMARK CONSTRUCTION CHECK' MR262 .3366- SKH e;9:"'.,""�'' k e ? DESORIPTION QTzY 'k � AMQUNT � PAID PAID DATE- ,>z" •< .. k.?.... .��s_x, ,. ,K, .�,<..x.�, < ,±s: .ACCOUNT ; xa��xs �_�€_s v,z ,:,,�.x.: t ;�:r.r �.:.la. xz<t,t>t t.v�f�_: .,�',. <:.r.'n .,.:.. r.?+f{ ;�'.;'=�y'' REMODEL, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $52.20 $52.20 2/16/16 NIM WHOM Sk L"T` DBY�ry .Cr TRADEMARK CONSTRUCTION CHECK MR262 3366 SKH ^" "'- , " - _.�x=•.t?t ans's�,, .> DESCRIPTION t ,+ leu, a s� v 4 z , " ani; �` ;.. ,'�, Yd . E i�£ "t � ACCOUNT ° i?' < QTY -•' .;.:ami :�� AMOUNT PAIO� PAIU;DATE Ak�1x..2{t.Z } ;� lU`.+t •?nrn`.6�3. Jx x ,."ei r.,5z,°i• �.>�,s?sv'�_-..Xn.<+"�z�i..e.5x . ,: ' i+'I t k?iRlrb REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31. $49.31 -2/16/16 "e of r'h'x> 0y' RECEIPT'# qt CHECK # 4,CLTD BYn 4PAIDBY ;�� ,� .::.,•x.;.crY`ze°d-. „METHOD ,,.�i..S..01.1. x E TRADEMARK CONSTRUCTION CHECK MR262`' •3366 SKH "'E' ..�' ?=1 4 DESCRIPTION ryy si f'in+e'i,.TiE.-iY'_3£ 4 7}'.+. '7 .,'?S `ACCOUNT, ,yF ?.� 'F:.a{=4 riQTY �� iF FYI ,5?°' ?aAMOUNT< } �F tK3`{,}{+{<%^ ,}'f�F�'j.$.4 PAID ti,° PAID DATE Y< rt �h "..�. ._....:... ... ...:...c ,..�....>s�..�;�. - _.,... y .� �.-.'<..,....s .,�":u�_:��asE`.a�z�r. x>;..�:x�, w;..:<.a•�.>.,< r. REMODEL, FIRST 500 SF PC 101-000042600 0 $134.88. $134.88 2/16/16 . 4: ✓g d.; tx ; t ts, G t"._.x.x «,PAID BY��tF�x� �`` �� r IVIETNOD ._R RECEIPTS# s �.:< >i-r.t7>4.'�.. l� CHECK # CLTD � �� h.i t'w4"x anm*&x; ....�__.. ,rx.E' ",_. iR, x, h r .,," .>.� _ , x z_,.T c;aa'sE.�.x� . g,,tx z„ k L gay _d..- _ s.:a¢.., BY TRADEMARK CONSTRUCTION. - CHECK • MR262 3366 -SKH Total.Paid for.REMODEL: $301.64, $301.64- .. Description: LUCKY FEET SHOES / SOME Type: BUILDING, COMMERCIAL Subtype: REMODEL Status: APPROVED -CONDITIONS Applied: 12/16/2015 SKH Approved: 2/12/2016 BHA Parcel No: 643020063 Site Address: 46660 WASHINGTON ST STE 6 LA QUINTA,CA 92253 Subdivision: PM 32683-3 AMEND Block: Lot: 6 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $20,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 CHRONOLOGY TYPE Details: 1498 SF "LUCKY FEET" SHOE STORE T.I. "M" OCCUPANCY TYPE V -B CONSTRUCTION. 32 OCCUPANT LOAD. 6 FOOT MAX. HEIGHT FREE-STANDING SHELVING W/ ANCHORAGE APPROVED FOR THIS PROJECT. 2013 CODES. Printed: Tuesday, February 16, 2.016 1:49:40 PM 1 of 4 SYSTEMS ADDITIONAL CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE. COMPLETION DATE NOTES PLANS RE -SUBMITTED AT FRONT COUNTER BY STEPHANIE. NOTE KAY HENSEL 1/22/2016 .1/22/2016 NO ADDITIONAL PLANNING REVIEW REQUIRED. PLANS & DOCS PUT AWAY PLAN CHECK PICKED UP STEPHANIE GUMPERT 12/28/2015 12/28/2015 PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 1/22/2016 1/22/2016 RECEIVED TELEPHONE CALL BURT HANADA 12/23/2015 12/23/2015 NOTIFIED CHRIS HINOJOSA THAT CORRECTION LIST IS READY • FOR PICKUP. TELEPHONE CALL BURT HANADA 1/27/2016 1/27/2016 NOTIFIED CHRIS THAT SHELVING REQUIRES ANCHORAGE INFORMATION. TELEPHONE CALL BURT HANADA 2/16/2016 2/16/2016 NOTIFIED CHRIS HINOJOSA THAT ANCHORAGE WAS APPROVED ON FRI. 2/12/2016. CONDITIONS Printed: Tuesday, February 16, 2.016 1:49:40 PM 1 of 4 SYSTEMS CONDITION DATE DATE DATE • DESCRIPTION CONTACT AMOUNT PAID - ;: PAID DATE RECEIPT.# STATUS REMARKS PAID BY: . NOTES TYPE ADDED REQUIRED SATISFIED BY :. . BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/16/16 MR262 3366 CHECK TRADEMARK SKH SHELVING ANCHORAGE INFORMATION AND READY TO ISSUE CONSTRUCTION Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 CONTRACTOR REQUIRED PRIOR TO PERMIT CHECKLIST BURT HANADA 1/28/2016 1/28/2016 2/16/2016 COMPLETE BSA: ISSUANCE. DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 shelving anchorage approved on 2/12/2016. MR262 3366 CHECK TRADEMARK SKH CONTACTS NAME TYPE NAME CONSTRUCTION ADDRESSI' CITY STATE ZIP PHONE FAX EMAIL APPLICANT CHRIS HINOJOSA CHECK P.O. BOX 5939 LA QUINTA CA 92253 (951)297-3411 CONTRACTOR MARK SCOTT GARCIA 145 S FIRST ST COVINA CA 91723 (951)297-3411 $48.34 $48.34 OWNER WASHINGTON 111 LTD 80618 DECLARATION INDIO CA 92253 (951)297-3411 $72.52 $72.52 2/16/16 MR262 3366 AVE TRADEMARK SKH TENANT JERICK SOBIE - LUCKY FEET SHOES 1 CONSTRUCTION (951)297-3411 Total Paid for PARTITION: $72.52 Printed: Tuesday, February 16, 2016 1:49:40 PM 2 of 4 �V i:.f .wr9�s SYS7Bh1S FINANCIAL• • • DESCRIPTION ACCOUNT QTY AMOUNT PAID - ;: PAID DATE RECEIPT.# CHECK # ; METHOD PAID BY: . CLTD BY :. . BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/16/16 MR262 3366 CHECK TRADEMARK SKH CONSTRUCTION Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: DEVICES, FIRST 20 101-0000-42403 0 $24.17 $24.17 2/16/16 MR262 3366 CHECK TRADEMARK SKH CONSTRUCTION DEVICES, FIRST 20 PC 101-0000-42600 0 $24.17 $24.17 2/16/16 MR262 3366 CHECK TRADEMARK SKH CONSTRUCTION Total Paid for ELECTRICAL: $48.34 $48.34 PARTITION 101-0000-424000 $72.52 $72.52 2/16/16 MR262 3366 CHECK TRADEMARK SKH CONSTRUCTION Total Paid for PARTITION: $72.52 $72.52 REMODEL, EA 101-0000-42400 I 0 I $65.25 $65.25 2/16/16 MR262 3366 CHECK TRADEMARK SKH ADDITIONAL 500 SF CONSTRUCTION Printed: Tuesday, February 16, 2016 1:49:40 PM 2 of 4 �V i:.f .wr9�s SYS7Bh1S Permit Details PERMIT NUMBER City of La Quinta BCOM2015=0066 INSPECTIONS .,. REVIEWS CL DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY DUE DATE NOTES DATE BY REMODEL, EA 101-0000-42600 0 $52.20 $52.20 2/16/16 MR262 3366 CHECK TRADEMARK SKH ADDITIONAL 500 SF PC HANADA CONSTRUCTION REMODEL, FIRST 100 SF 101-0000-42400 0 $49.31 $49.31 2/16/16 MR262 3366 CHECK TRADEMARK SKH .WK) 2ND BLDG NS (1 CONSTRUCTION REMODEL, FIRST 500 SF 101-0000-42600 0 $134.88 $134.88 2/16/16 MR262 3366 CHECK TRADEMARK SKH PC SHELVING. WK) HANADA •CONDITIONS CONSTRUCTION Total Paid for REMODEL: $301.64 $301.64 TOTALS: $423.SO $42330 INSPECTIONS Printed: Tuesday, February 16, 2016 1:49:40 PM. 3 of 4 SYS7fnAS .,. REVIEWS RETURNED STATUS ;: REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE BURT 12/16/2015 12/23/2015 12/22/2015 REVISIONS REQUIRED 1ST BLDG NS (1 WK) HANADA 1ST PLANNING (1 JAY WUU 12/16/2015 12/23/2015 12/30/2015 READY FOR APPROVAL .WK) 2ND BLDG NS (1 BURT APPROVED- ANCHORAGE INFORMATION OF FREE-STANDING 1/22/2016 1/29/2016 1/27/2016 SHELVING. WK) HANADA •CONDITIONS CONTRACTOR INFORMATION. 2ND BLDG NS (1 BURT 2/1/2016 2/12/2016 2/12/2016 APPROVED WK) HANADA Printed: Tuesday, February 16, 2016 1:49:40 PM. 3 of 4 SYS7fnAS Printed: Tuesday, February 16, 2016 1:49:40 PM 4 of 4 SYSTEMS A& t - TA V Bin Ar City .of La Q idle ta Building 8t Safety Division } 78-495 Calle Tampico • La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit#� Project Address l�� ,� ` `• _%L' (0 Owner's Name: A. P. Number: Address: ` Q5 I• s Legal Description: City, ST, Zip: ` Contractor: _ Telephone: —n d Address: Project Description: City, ST, Zip: Telephone: State Lic. # : City Lie. Arch., Engr., Designer: (` • Address:. City., ST, Zip: Telephone: s o e: .-; Con tructi n T Type: Occu ane Y: P State Lic. # ProJ'ect tYPa. (circle one):: New Add'n ltP er Re ai r Demo Name of Contact Person: /��/' ' � DSS Sq. Ft.' # Stories: #Units: Telephone #. of Contact Person: Estimated Value of Project: f--L9f C00 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up + Construction- onstructionFlood Floodplain plan Plans. resubmitted Mechanical Grading plan 2"d Revicw, ready for. corrections/issue Electrical Subcont actor List Called Contact Person v Plumbing Grant Deed Plans picked up S.M.I. II.O.A. Approval Plans resubmitted Grading IN IiOUSE:- '`�. Review, ready for correctionstissue Developer Impact Fee Planning Approval Called Contact Person ' A.I.P.1'. Pub. Wks. Appr Date of permit issue ' , School Fees, . Total Permit Fees -. r r w SLATWALL PANELS Turn your walls Into merchandising display space. • Strong 4 x 8' panels of 3/4" Anchor Core board. • 15 channels per board, spaced 3" apart on center. • Inserts - Double slatwall weight capacity. Simply slide metal Into slatwall. - • 2 x 4' for smaller displays, see uline.com PANELS * w FAsr: s,PWIFV• wr,ae RI—L, f -- MODEL MODEL NO. DESCRIPTION SIZE H x W QTY./ PACK LBS./ PACK PRICE PER PACK 1 .3 5+ H-4776 Paint Ready . $165 1 $133 S-19201. Bracket $160 $155 $150 H-4774* Colored Melamine 4 x 8' 2 170 170 165 160 H-5060 Birch Melamine 215 H-3882 t�aaao 175 170 165 SHIPS VIA MOTOR FREIGHT INSERTS MODEL NO. DESCRIPTION QTY./ PACK LBSJ PACK PRICE PER PACK 1 1 2+ H-4773 8'Aluminum Inserts 16 25 . . $165 1 $133 SHIPS VIA MOTOR FREIGHT Available in: Paint Ready, White, Black, Gray or Birch SLATWALL GONDOLA DISPLAY The workhorse of retail stores everywhere. t • Four-sided design gets attention from all directions. • Giant, 51 sq. ft. display area. • Solid base with hidden 1'/2" swivel casters. • Shelves - 50 Ib. capacity. Sold separately. H -UNIT GONDOLA DI r actr cDGrrw• urtite ... mnnl MODEL DESCRIPTION SIZE I I WT. PRICE EACH ' NO. SIZE QTY./ PRICE PER PACK W x D X H (LBS.) 1 1 3 1 5+ H-3760 H -Unit Gondola 51 x 24 x 551 123 1$3351$.3151$2951 shelves and accessories. S-19201. Bracket SLATWALL TOWERS SHIPS UNASSEM5LtI) VIA MOIOR FREIGHT SHELF *PLEASE SPECIFY: White or Black MODEL DESCRIPTION NO. SIZE QTY./ PRICE PER PACK H -UNIT PRICE/PACK 1 3+ PACK I 1 1, 3+ Shown wllh additional H-3761* Shelf 48x10° 4 .$95 $90 shelves and accessories. S-19201. Bracket 10' 12 27 25 IN H t ; than standard fiberboard.""$` 3 brackets required per shelf. A PLEASE SPECIFY: Chrome or Block SLATWALL TOWERS DESCRIPTION SIZE W x D x H Rotating displays create eye-catching retail presentations.. Use in spas, salons and boutiques.g-- PRICE EACH 1 3 1 5+ v MODEL NO. • 3/4" thick white melamine provides a durable finish.; PRICE/PACK 1 3+ --`� H-3880* Countertop 9 x 9 x 17' Anchor Core board Is 50% stronger $90 $85 IN H t ; than standard fiberboard.""$` N/A N/A Spinner bases with hidden 1'/2" swivel casters.3e 9 Y s H-3879 4 Way w., st 3p Shelves - 50 Ib. capacity. Sold separately. 235 225 215 H-3882 t�aaao TOWERS cueniee 1 -Un" - 2 Sided MODEL NO. DESCRIPTION SIZE W x D x H WT. (LBS.) PRICE EACH 1 3 1 5+ v MODEL NO. SIZE W x D PRICE/PACK 1 3+ H-3880* Countertop 9 x 9 x 17' 15 $90 $85 1 $80 N/A N/A N/A N/A H-3879 4 Way 24 x 24 x 561 91 235 225 215 H-3882 14 x 8' $55 $50 H-4440 1 -Unit 24 x 24 x 56' 94 285 270 255 H-3881 22 x 8° 85 80 H-3878 Cube Tower 24 x 24 x 571 142 310 290 270 H-3881 22 x 8' .85 80 1-3878 Cube Tower - --- - - o- DracKerS requlrea, seepage IYz ULINE shipping Supply Specialists- PHONE 1-800-295-5510 193 ®H-4774, H-4776, H-5060 H-5061, H-5062, H-_5063 y 1,400-295-5510 SLATWALL PANELS uiine.com Para Espanol, vea p6g1nas 3-4. INSTRUCTIONS • ALWAYS wear safety glasses when using any • DO NOT try to Install slatwall panels yourself. power tool Use 2 people. • ALWAYS use hearing protection when using loud • CAPACITY (10" wide shelves with brackets 18" apart): equipment. 40 lbs. without metal inserts. • DO NOT use shelves wider than 10". 90 lbs. with metal Inserts. • DO NOT sit, climb, hang or step on shelves or brackets. • DO NOT overload shelves or brackets. GENERAL INFORMATION STACKING PANELS METAL STUDS To allow temperature and humidity to equalize, stack Wood screws do not hold well In metal studs. Use panels at least three -high in work area. Do not stack wooden blocking whenever necessary. directly on concrete floor. BLOCK OR CONCRETE WALLS SUGGESTED TOOLS First mount vertical or horizontal furring strips on wall. 24" level; tape measure; pencil, chalk line; circular saw; • Installing slatwall directly on concrete or block walls Is cordless or corded drill with screwdriver attachment. not recommended. SUPPLIES ALIGNMENT 1'/z" to 2" drywall screws or equivalent; panel adhesive; - Installation label on back of panel displays best "factory (optionaQ roundhead screws for metal Inserts. (Ensure edge." (See page 2) When stacking slatwall higher than 4',, that screw heads fit easily into grooves.) ensure that edges line up for proper panel alignment. PAGE 1 OF 6 • 05151H-4774 INSTALLATION .• GENERAL - i FOR BEST GROOVE ALIGNMENT INSTALL PANELS 1. Install over studs, plaster, furring strips or drywall. WITH LABELS AS SHOWN Panel adhesive recommended. t t 2. Use drywall screws of proper length. legpl 3. Install screw in every other groove on each stud. 4. Drive screws Into grooves. Be careful not to damage edges of grooves. UADTINM nr-r Snap chalk line at desired height on wall. Mark location of studs on floor and ceiling (for mounting panels later). To ensure clean Installation on projects requiring more than one panel, begin with a narrow panel first and finish with full panel. f FIRST PANEL Following manufacturer's directions, spread adhesive INSTALLATION DIAGRAM vertically on back of panel (half -tube of adhesive per panel). Raise first panel to chalk line and Install screw through top of groove Into stud near one of upper Drywall rywall (Optional) REMAINING PANELS Repeat process on bottom row of panels, ensuring that rooves and facto edges line u from 9 factory 9 p panel to panel. ° ° On Installations without drywall (such as garages), make ° sure end of each panel is centered in middle of stud. o ; CUTTING PANELS Deck or drywall 0 screws into grooves When using circular saw, use a straight edge guide for ° ° ' saw to follow. Never cut "freehand". Always cut from front o ; (finished side) of panel. ° CUTTING PANELS WITH ALUMINUM INSERTS 1 It I s not necessary to remove aluminum Inserts from Stud grooves when cutting panels. CLEAN UP Remove any adhesive or marking on face of panels with a solvent such as lacquer thinner. Clean panels with mild _ household cleaner and dry with soft cloth. w ® CHICAGO • ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA • SEATTLE • MEXICO • CANADA ,1-800-295-551.0 PAGE 2 OF 6 ullne.corn 05151H-4774 ® H-3879 1-800-295-5510 4 -WAY SLATWALL TOWER mine;com TOOLS NEEDED Phillips Screwdriver Rubber Mallet (Optlonaq Allen Wrench (Included) .� Para Espanol, vea pdginas 3-4. 9 Confirmat Screw x 12 Camlock Pin x 12 - Pan Head Screw x 16 Caster x 4 t Cz r Camlock x 12 Dowel Pin x 4 Screw Cap x 12 Mick Base Board x 4 Spinner Base Top x 1 Wing Panel x 4 ASSEMBLY KICK BASE ASSEMBLY », Figurel \\1� I. Install camlock pins Into the predrilled holes in kick base boards using screwdriver. (See Figure 1) Camlock Pin 2. Install camlocks Into large holes in kick base boards , by tapping them Into position with rubber mallet. x (See Figure 2) NOTE: Ensure the hole in the side of the ` Figure 2 camlock always faces outward, 3. Arrange kick base boards to form a square so that r . Camlock / each corner has camlock pins set Into the camlocks of the adjacent board. (See Figure 3) Li 4. Connect camlocks and pins by Inserting screwdriver Into the top hole of the camlock and turning clockwise. (See Figure 4) Figure 3figure 4 NOTE: Tilt screwdriver at an angle while twisting COL to better lock the camlocks. 04-1 PAGE 1 OF 6 11141H-3879 ASSEMBLY CONTINUED SPINNER BASE ASSEMBLY 1. Set spinner base top with underside facing up on a Flgure 5 protected surface. 2. Install camlock pins Into predrilled holes of the spinner base using screwdriver. (See Figure 1) 3. Set the kick base onto the spinner base so the camlocks and camlock pins match up, and tighten camlocks. (See Figure 5) �' NOTE: If you do not want the spinner base to rotate, install a screw through the bottom base panel Into the top base panel, taking care not to puncture through the surface of the Figure top base panel. This will stabilize the spinner component of the base unit. CASTERS INSTALLATION (OPTIONAL) 1. Position the casters onto each of the four comers of - kick base assembly. (See Figure 6) 2. Using four pan head screws per caster, attach the casters through the predrilled holes on the Inside corners of the kick base. (See Figur® 6) NOTE: Install all screws before the final Flgure r 7 tightening to allow for easier alignment of casters. 4 -WAY DISPLAY PANELS INSTALLATION 1. Flip spinner base top right side up. 2. Install four wooden dowel pins Into the pre -drilled holes on the base top. (See Figure 7) , NOTE: Two people are recommended for steps 3 through 5. 3. Install two panels onto the dowel pins so that they are perpendicular to each other. Locate the holes on the bottom of the panels and set them onto the dowel pins. (See Figure 8) 4. Attach panels together by installing confirmat screws Into predrilled holes using Allen wrench. (See Figure 9) NOTE: Do not fully tighten screws until all the panels are In place. Once wing panels are in place, tighten screws completely. 5. Install remaining panels in the same manner. 6. To cover the exposed screw heads, peel the decorative screw caps to expose the sticky back, and carefully center and cover the screw heads. Fig Dowel Pin ® CHICAGO • ATLANTA • DALLAS • LOS ANGELES • MINNEAPOLIS • NYC/PHILA • SEATTLE • MEXICO • CANADA 1-800-295-5510 PAGE 2 OF 6 uline.com 1114 IH -3879 Low profile shelf beams are Shelf beams have a 2 -point 012"high and adjustable on wedge lock connection for 11n' centers. maximum rigidity. A standard color chart is available at the beginning of each section with a more detailed one on page M. Sheluiog 8 Rac3SU EQUIPTO I-Griplm VersaracN. [ • Versarack provides the reliability and flexibility of the V -Grip m upright post and the choice of particle board, wire, or steel deck shelves. • Fast and easy assemb { 4.Lya r • Ideal for bulk parts, arch cords,. 1 and back room storage ap 'cations. 4. Versarack offers easy asse y and clear spans for double -en units. a i f x P 7� y yr c r.�:. k y r �x�i+w 4k �• r y:, x Shelf reinforcements provide additional capacit u for particleboard and wire shelf applications — d° "Ni Low profile shelf beams are Shelf beams have a 2 -point 012"high and adjustable on wedge lock connection for 11n' centers. maximum rigidity. A standard color chart is available at the beginning of each section with a more detailed one on page M. Sheluiog 8 Rac3SU � Su�ir •'� r� [ { 4.Lya r i f Y Low profile shelf beams are Shelf beams have a 2 -point 012"high and adjustable on wedge lock connection for 11n' centers. maximum rigidity. A standard color chart is available at the beginning of each section with a more detailed one on page M. Sheluiog 8 Rac3SU EQU1PTO V-Griplm Versarack - Preconfigured Units - Versarack" (84" high units) 5 Shelves Decking: second '= in catalog number designates no Add-onWidth, Depth Starter decking. Substitute "P' for particle board decking, "D" for corrugated steel decking, or 'W' for wire decking. • 12' VVR-361284-5S VVR-361284-5A Side and back panels are not available with Versarack - 15' VVR-361584-5S VVR-361584-5A Starter Add-on �Iol 18' VVR-361884-5S VVR-361884-5A a VVR-362484-5S VVR-362484-5A f VVR-363084-5S WR -363084-5A 6" 4 R 42" WiJth 12° VVR-421284-5S VVR-421284-5A 15" VVR-421584-5S VVR-421584-5A 18' VVR-421884-5S VVR-421884-5A 24" VVR-422484-5S VVR-422484-5A 30° VVR-423084-5S VVR-423084-5A 36' VVR-423684-5S VVR-423684-5A 12' VVR-481284-5S h'• 15' VVR-481584-5S VVR-481584-5A 18° VVR-481884-5S 3Awi t 'ir VVR-482484-5S VVR-482484-5A 30' Add-on �Iol 18' VVR-361884-5S VVR-361884-5A a VVR-362484-5S VVR-362484-5A f VVR-363084-5S WR -363084-5A 6" VVR-363684-5S VVR-363684-5A 42" WiJth 12° VVR-421284-5S VVR-421284-5A 15" VVR-421584-5S VVR-421584-5A 18' VVR-421884-5S VVR-421884-5A 24" VVR-422484-5S VVR-422484-5A 30° VVR-423084-5S VVR-423084-5A 36' VVR-423684-5S VVR-423684-5A 12' VVR-481284-5S VVR-481284-5A 15' VVR-481584-5S VVR-481584-5A 18° VVR-481884-5S VVR-481884-5A 24' VVR-482484-5S VVR-482484-5A 30' VVR-483084-5S VVR-483084-5A 36' VVR-483684-5S VVR-483684-5A Note: must also order decking. 18° End, pair 6413 Y y 1 - d 6z t '� f ��§ � � •t ' ` tit.' ,. 'S■ii,,-�'� '� k 1, y f Starter with particle Starter with corrugated Starter with wire king board decking steel decking f V-Griplm Versarack - C ponents to achieve maximum capacities Although forcements are optional, v "� ; r• :. when stori eavy loads, 3 per shelf are recommend n shelf depths of 24°, 30°, 36° $ k ¢ S Shelf beamsEnd Shelf reinforcements brace plates Description capacity Part NO. (front to back) per • -No.12' End, pair 6412 36° Wide 890 lbs. VVR-B36 15` Deep W -R15 15' End, pair 6411R 42' Wide 720 lbs. WR -842 18' Deep WR-R1818' 18° End, pair 6413 48° Wide 550 lbs. WR -B48 24° Deep WR-R2424" End, pair 6414 Order 2 shelf beams for each shelf. 30' Deep WR-R3030' End, pair 6406 *Uniform distributed load 36" Deep, ,WR -R36 End, pair 6415 48° End, pair 6410 A standard color chart is available at the beginning of each section with a more detailed one on page 126. V-Griptm VersaRack - Components Particle board shelves (5/8" thick) (W x D) u- ". .° 36" x 12" WR -P3612 36" x 15" WR -P3615 36" x 18" WR -P3618 36" x 24" WR -P3624 36" x 30" WR -P3630 36" x 36" WR -P3636 42" x 12" WR -P4212. 42" x 15" WR -P4215 42" x 18" WR -P4218 42" x 24" 'WR -P4224 42" x 30" WR -P4230 42" x 36" WR -P4236 48" x 12" WR -P4812 48" x 15" WR -P4815 48" x 18" WR -P4818 48" x 24" WR -P4824 48" x 30" WR -P4830 48" x 36" WR -P4836 shelf beams not included. see page 18 for shelf beams. Corrugated steel shelves Wire shelves (WxD) " Closed shelving ends (D x H) ' (!WxD) 6702 i I 36" x 12" WR -D3612 I 7.'LI Ju;W 36" x 12" WR -W3612 36" x 15" WR -D3615 36" x 15" WR -W3615 36" x 18" WR -D3618 36" x 18" WR -W3618 36" x 24" WR -D3624 36" x 24" WR -W3624 36" x 30" WR -D3630 36" x 30" WR -W3630 36" x 36" WR -D3636 - 36" x 36" WR -W3636 42" x 12" WR -D4212 42" x 12" WR -W4212 42" x 15" WR -D4215 42" x 15" WR -W4215 42" x 18" WR -D4218 42" x 18" WR -W4218 42" x 24" WR -D4224 42" x 24" WR -W4224 42" x 30" WR -64230 42" x 30" WR -W4230 42" x 36" WR -D4236 42" x 36" WR -W4236 48" x 12" WR -D4812 48" x 12" WR -W4812 48" x 15" WR -D4815 48" x 15" WR -W4815 48" x 18" WR -D4818 48" x 18" WR -W4818 48" x 24" WR -D4824" r 48" x 24" WR -W4824 48" x 30" WR -D4830 r 48" x 30" WR -W4830 48" x 36" WR -D4836 48" x 36" WR -W4836 shelf beams not included. shelf beams not included. see page 18 for shelf beams. see page 18 for shelf beams. EQUIPTO Open shelving ends (D x H) Closed shelving ends (D x H) ' 12"x 84" Open 6702 i i s 12"x84' Gored 6707" 18"x 84" Open 6712` _ E 18"x84" Gored 6717 24" x 84" Open _ 6722 '";; ` 24" x 84" Closed 6727 36"x 84" Open 6732 36"x 84" Closed 6737 12" x 96" Open 6703 ` 12" x 96" Closed 6708 18" x 96" Open 6713 3•k* 18" x 96° Closed 6718 24"x 96" Open 6723 7 . " . _ 24" x 96' Closed 6728 36" x 96" Open 6733 fX+ a 36" x 96" Closed 6738 12" x 120" Open 6705 12'x 120" Closed 6710 18" x 120" Open 6715 ° r 18'x 120° Closed 6720 24"x 120" Open P 6725 s " 24" x.120" Closed 6730 36" x 120° Open 6735" a Y 36" x 120" Closed 6740 12"x 144" Open 6741 ;:.• 12" x 144" Closed 6744 18" x 144" Open 6747 18" x 144" Closed 6750 24"x 144" Open 6753 24" x 144° Closed 6756 36" x 144" Open 6759 r� ! 36" x 144" Closed 6762 12" x 180" Open 6743. 0 12" x 180" Closed 6746 18"x 180" Open P 6749';.x; 18° x 180° Closed 6752 , 24"x 180" Open P 6755 ? ,�� ,. 24" x 180" Closed 6758 36" x 180" Open 6761 1' l �tµy 36" x 180' Closed 6764 84" and 96" high open shelving ends come with 84" high dosed shelving ends come with 2 2 upright posts and 2 end brace plates. upright posts and 2 end panels. 96" high closed shelving ends come with 2 upright posts and 3 end panels. Standard color is white regardless r of shelf color A standard color chart is available at the beginning of each section with a more detailed one on oaae 126. r SheWieg f Racks 10 EQUIPTO V-GriP'm Wire RICk V -Grip Wire Racks provide the ideal solution when storing medium to heavy loads in an environment where air and light flow are important. Wire trusses provide 3 -point rigid connection with V -Grip upright post for maximum rigidity without use of sway traces for a cleaner look. and easier installation. V-Grip"n Wire Rack Components Wire rack truss beam (W x H) 48" x 31f4" 9484 72' x 31/2" 9486 96" x 41/4" 9488 Three shelf wire racks Dep Wire rack deck grid (W x D) (fits over wire truss or solid beam) 24' x 24' 6092 24" x 36' 6093 24' x 48' 6094 ®� 1,500 tbs. 24" 60" 1524-05S 1524-05A 1526-05S 1526-O5A 1528-05S 152&05A 24" D x 48'W 6092-02 per shelf 72" 1524-06S 1524-06A 1526-06S 1526-06A 1528-06S 1528-06A 24' D x 72" W 6092-03 1,500 lbs. 24" 1524-07S 1524-07A 1526-07S 1526-07A 1528-07S 1528.07A 24'D x 96'W 6092-04 36" 60" 1534055 1534-05A 1536-05S 1536-05A 1538-05S 1538-05A 36"D x 48" W 6093-02 72" 1534-06S 1534-06A 1536-06S 1536-06A 1538-06S 1538-06A 36'D x 72" W 6093.03 609302 1534-07S 1534-07A 1536-07S 1536-07A 1538-07S .1538-07A 36' D x!36- W 6093.04 48" 60" 1544 -OSS 1544-05A 1546-05S 1546-05A 1548-05S 1548-05A 48' D x 48"W 609402 72" 1544-06S 1544-06A 1546-06S 1546-06A 1548-065 1548-06A 48'D x 72° W 609403 48" D z 72'W 1544-07S 1544-07A 1546-07S 1546-07A 1548-075 1548-07A 48' D x 96" W 609404 Shelves are adjustable on 11R Centers. Features Wire Shelves and Wire Trusses. A standard color chart is available at the beginning of each section vrith a more detailed one on page 125. Four shelf wire racks r 1,500 lbs. 24" 96" 1524-085 1524 1526-08S 1526-08A 152 - 8S 1528-08A 24"D x 48"W 6092-02 per shelf 12 1524-105 10A 152&105 152&10A 1528 10S 152&10A 24'D x 72'W 6092-03 36" 96" 1 1534-08A 1536-08S 153& -DBA 1538-08S 153&08A 24'D x 96"W 6092-04 120" 10S 1536-10S 1536-10A 153&10S 153&10A 36'D x 48"W 609302 48" 96" 1544-08S 1544-08A 1 1546-08A 1548 -MS 1548 -MA 36'D x 72' W 6093-03 1544-10S 1544-10A 1546-10S A 1548-10S 154&10A 36"D x 96"W 609304 Shelves area ' le on 1 r1" Centers. Features Wire Shelves and Wire Truss 48'D x 48"W 609402 48" D z 72'W 609403 - 48' D x 96'W 609404 A standard color chart is available at the beginning of each section vrith a more detailed one on page 125. EQUIPTO V-SHPIM Balk Rack V -Grip Bulk Rack is designed to accommodate longer spans and heavier loads than conventional shelving. Bulk Rads beams engage V-Gdp upright posts providing a rigid connection. Bulk Rack levels are designed to carry load capacities from 1500 lbs. to 3000 lbs. per level, depending on beam span length and deck material used. The unit to the right is shown with wire decking for the top shelf and corrugated steel decking unit bottom shelf. r Three level bulk rack with decking 15" 60" 1005D41 10051341A 1005D51 1005D51A 1005D61 1005DSlA — — 72" 1006D41 1006D41A I006D51S �1005D52S 1006D51A 1006D61 1006D61 — — 24" 60" 10D5D42S . 1005D42A _ 1005D52A 1005D62S 1005D62A — — 72" 1006D42S 1006042A' 1006D52S 1006D52A ., ,1006D62S 1006D62A — — ftlJONO 1007D42S 1007042A 1007D525 1007052A 1007D62S 1007D62A — — 30" 60" 1005D40S 1005D40A 1005D50S 1005D50A 1005D60S 1005DBOA — — 72" 1006D40S 1006D40A 1006D50S 1006DSOA 1006D60S 1006DBOA — — GOMMIlli 1007D40S 1007D40A 1007D50S 1007DSDA 1007D60S 1007D60A — — 36" 60" 1005D43S 1005D43A 1005D53S 1005D53A 1005D63S 1005063A — — 72" 10060435 1006D43A `1006D53S 1006053A 1006D63S 1006D63A — — _ 1007D43S , 10D7D43A 1007D53S 1007D53A 1007D63S 1007D63A — — 48" 60" 1005D44S 1005D44A. 1005D54S 1005D54A 1005D64S 1005064A - — 77'_ tOD6D44S 1006D44A 1006D54S 1006D54A 10OBD64S 1006D64A Medium duty tt lbs. 1007D44S 1007044A 1007D54S 1007D54A 1007D64S 1007D64A = _ 15" (from 60" to 2000 lbs. 1015D41S For specific capacities 1015D41A see chart 10151)51S an page 1015D51A 26) 1015D61S 1015D61A 10151)81S 1015D81A 72" 1016D41S 1016D41A 1016D51S 1016D51A', 1016D61S 1016D61A 1016D81S 1016D81A 24" 60" 1015D42S ' 1015D42A 1015D52S 1015D52A - 1015D62S 1015D62A 1015D82S 1015D82A 72" 1016D42S 10161342A 101 6052S 1016052A 1016D62S 1016D62A 1016D82S 1016D82A 1017D42S 1017D42A" 1017D52S 1017D52A 1017D62S 1017062A 1017082S 1017D82A 30" 60" 1015D40S 1015D40A 1015D50S 1015D50A 1015D60S 1015D60A 1015080S 1015DBOA 72" 1016D40S 1016D40A 1016D50S 1016050A 1D16D60S 1016D60A 1016D80S 1016D80A ' 1017D40S 1017D40A*, 1017DSDS 1017D50A 1017D60S `1017D60A 1017D80S 101 7080A . 36" 60" 1015D43S 101SD43A 1015D53S -1015D53A T 1015D63S - 1015D63A 1015D83S 1017D83A 72" -1016D43S 1016D43A 1016D53S 1016D53A 1016D63S 1016D63A 1016D83S 1016D83A SIMMO ' ' 1017D43S 1017D43A ,1017D53S 1017D53A 1017D63S 1017D63A 1017D83S 1017D83A 48" 60" 101SD44S 1015D44A 10150545 1015D54A 1015D64S 101 5D64 .1015D84S 1015D84A 72" 1016D44S 1016D44A 1016D54S 1016D54A • 1016D64S 1016D64A 1016D84S 1016D84A Heavy duty 1017D44S 1017D44A 1017D54S 1017D54A 1017064S 1017D64A 1017084S 1017D84A 15" (over ttt lbs. 60" For specific capacities 1025D41S see chart 1025D41A on page 26) 1025D51S 102SD51A 102SD61S 1025D61A 1025DSIS 1025D81A 72" 1026D41S 1026D41A 1026D51S 1026D51A 1026D61S 1026D61A 1026DBlS 1026D81A 24" 60" 102SD42S a 1025D42A 1025D52S 1025D52A 1025D62S 1025D62A 1025D82S 1025D82A 72" 1026D42S 1026D42A•; 1026D52S. 1026D52A 1026D62S 1026D62A 1026D82S 1026D82A 1027D42S 1027D42A 1027D52S 1027D52A 1027D62S 1027D62A 1027D82S 1027082A 30" 60" 1025D40S 1025D40A 1025D50S 1025D50A 1025D60S 1025DBOA 1025D80S 1025D80A 72" 1026D40S 1026D40A 1026D50S 1026D50A 1026D60S 1026D60A 1026D80S 1026D80A 1027D40S 1027b40A 1027D50S 1027D50A 1027D60S 1027DSOA 1027DBDS 1027D80A 36" 60" 1025D43S 1025D43A 1025D53S 1025D53A 1025D63S 1025D63A 1025D83S 1025D83A 72" 10261343S 1026D43A 1026D53S 1026D53A- 1026D63S, 1026D63A 1026D83S 1026D83A 1027D43S 1027D43A 1027D53S 1027D53A 1027D63S 1027D63A 1027D83S 1027D83A 48" 60" 1025D44S 1025D44A 1025D54S 102SD54A 1025D64S 1025D64A 1025D84S 1025D84A 72" 1026D44S 1026D44A 1026D54S 1026D54A 1026D64S 1026D64A 1026D84S 1026D84A 1027D44S . 1027D44A �1027D54S 1027D54A 1027D64S 1027D64A 1027D84S 1027D84A DECKING: "D" in catalog number represents corrugated steel decking. Substitute "W" for drop in wire decking (available in 24",36", & 48" depths) or "-" for no decking. A standard color chart is available at the beginning of each section with a more detailed one mr page 126. 4" 96" 10081342S 1008D42A SD52S 1008D52A 1008D62S .1008D62A — — 30" 120" 1010D42S 1010D42A 010D52S 1010D52A 1010D62S 1O1OD62A — — 30" 96" 1008D40S 1008D40 1008D50S 1008D50A 1008D60S 1008D60A — — - 1022D64S 120" 1010D40S 1010D 1010D50S 1010D50A 1010D60S 1010D60A — — 36" 96" 1008D43S 100 3A 1008D53S 1008D53A 1008D63S . 1008D63A — — IGIOD43S 1 A 1010D53S 1010D53A 1010D63S 1010D63A — — 48" 9i 1008D44S 8D44A 1008D54S 1008D54A 1008D64S 1008D64A — — 120" 1010D44S 010D44A 1010D54S 1010D54A 1010D64S 1010D64A — — Medium duty (from 00 000 lbs. ',�ar specific capacities see chart on page 23) 24" 96" 1 4 101BD42A 101BD52S 1018D52A 1018D62S 1018D62A 10180825 1018D82A 120" 1020 1020D42A 1020D52S 1020D52A 1020D62S 1020D62A -1020D82S 1020D82A 30" 96" 10 40 1018D40A 1018D50S 1018050A 1018D60S 1018D60A 1018D80S 1018DBOA 120" D40S OD40A 1020D50S 1020D50A 102ODBOS 1020DBOA 1020D80S 1020D80A 36"• 96" 018D43S 1 A 1018D53S 101SD53A 1018D63S 1018D63A 1018D83S 1018D83A 120" 1020D43S 1020 1020D53S - 1020D53A '1020D63S 1020D63A. 1020D83S 1020D83A 48" 96" 1018D44S 1018D44A 18D54S 1018D54A 1018D64S 1018D64A 1018D84S 1018D84A 120" 1020D44S 1020D44A 54S 1020D54A 1020D64S 1020D64A 1020D84S 1020D84A 24" 180" 1028D42S 1028D42A 1028D52S 1012D53A 20" 1030D42S 1030D42A 1030D52S 30" 96" 1028D40S 1028D40A 1028D50S 1012D64A — — 120" 1030D40S 1030D40A 1030D50S 36" 96" 1028D43S 1028D43A 102SD53S 180" *+ 120" 1030D43S 1030D43A 1030D53S 1022D64S 96" 1028D44S 1028D44A 1028D54S – 120" 1030D44S 1030D44A 1030D54S Five level bulk rack with solid decking 1028D52A 1028D62S 1028062A 1 028D82 1028D82A OD52A . 1030D62S IMOD62A 103OD82S 1030D82A 1 50A 1028D605 1028D60A 1028D8OS 1028D80A 1030 1030D60S 1030D60A 1030D80S 1030D80A 1028D5 1028D63S 1028D63A 102BD83S 102BD83A 1030D53A OD63S• 1030D63A 1030D83S 1030D83A 1028D54A 1 64S 1028D64A •1028D84S 1028D84A '1030D54A . 1030 1030D64A 1030D84S 1030D84A 72 IIii, Ik wide 96" wide d -on Starter Add on Starter Add on 36" 180" 1012D43S 1012D43A 1012D53S 1012D53A 1012D63S 1012063A — — 48" Medium duty 180" 00 lbs. 1012 D44S 2000 lbs. For 1012D44A 1012D54S 1012D54A 1012D64S 1012D64A — — 36" (from 180" to 1022D43S specific capacities 1022D43A see chart 1022D53S on page 26) 1022D53A 1022D63S 1022D63A 1022D83S 1022D83A 48" 180" *+ 1022D44S 1022D44A 1022D54S 1022D54A 1022D64S 1022064A 1022D84S 1022D84A DECKING: "D" in Catalog number represents Corrugated Steel Decking. Subsitute "W" for drop in Wire Decking or "-" for no decking. Bulk Rack shelving options Solid beams Drop In Wire decking Solid shelf 3 lugs on each beam connector Capacity to 2667 lbs. Capacity to 2763 lbs. locks securely to post Lets air, light and water pass through Solid corrugated steel • Adjusts on 11/2' -centers Offset between beam and wire shelving Versatile: Use ridge side is .2625+/- or just over 1/4" up or flat channeled surface t A standard color chart is available at the beginning or each section with a more detailed one on page 126. Bulk Rack load capacities W" vWerfau decIzing ...... vdh wee truss. V -Grip" solid beam ................. NEW Drop-in vrire grids fit gush into so&d V•Grip°i beams. Popular solid steel corrugated decking supports irregular shape loads. Decking is reversible — smooth, flat surface or rib facing up for sliding hems on and off shelf. .......................... Rack Capacities Rack end capacity is not a factor under most circumstances. However, if you intend to space beam levels unusta0y far apart, check your plan to insure that the cumulative load on the lower portions of each rack end is within the limits shown on this chart. Rack ends are designed with a safety factor of 1.92. Horizontal beams are designed with a safety factor of 1.65. EQU1PTO Note: To determine shelf level capacity with decking, use beam or decking capac6, whichever is less. Load Capacities of solid steel decking _ (for solid beams) - �Dam- 4' 15' 2407 16314 S' 15" 3003 16315 6' 15' 3611 16316 I 8' 15' 4815 16318 Li Load Capacities of V Grip Bulk Rack solid beams Load Capacities of drop in wire grid decking (for solid beams) an V-Grip°n arc•welded _ w 4' 24° 1852 rack end with braces Width. _ 5 - for solid beam unit • 4' 24" 1500 16324W Beams adjust on 5 24" 1500 16325W ika......s g'. 24' 2250 16326W ' 3704 8 24" 3000 r 16328W 4' J 36' 1500 16334W 5' 36' 1500 16335W Use in integrated rows with V•Grip'• shelving 6' - 36' •` -, 2250 16336W 30' 8' 36' 3000 - 16338W - ,' r + 30" 2152 16356 4' 4' • 48' 1500 16344W 2870 5' 48' 1500 16345W 6' y 48" 2250 16346W 27V 8' 48'. 3000 16348W Note: To determine shelf level capacity with decking, use beam or decking capac6, whichever is less. Load Capacities of solid steel decking _ (for solid beams) - �Dam- 4' 15' 2407 16314 S' 15" 3003 16315 6' 15' 3611 16316 I 8' 15' 4815 16318 Li Load Capacities of V Grip Bulk Rack solid beams + - an titi� 7, 77 4' 24° 1852 16324 Width. _ 5 - 24' 2310 16325 4" 25/8" 1460 9434 6' T. 24' 2778 16326 5' 25/8" 1208 9435 81. 24' 3704 16328 6 25ff 1163 9436 - 4' - 30' 1435 16354 S' 30' 1794 16355 Width• - ,' 6' 30" 2152 16356 4' 2718" 2112 9444 8' 30' 2870 16358 5' 27/8' 1690 9445 _ 6 27V 1622 - 9446 4'- 36' 1196 16334 7' 3314" 1557 830284M 5' 36' 1495 16335 8' 33/4• 1557 9448 6' ' 36• 1794 16336 Width.. 1'rxxwaktro9s 36' 2392 16338 4' 31n" 3454 9454 4' 48' 1192 16344 5 31/7 2763 , . 9455 5' 48' 1490 16345 6' 312" 2630 9456 6' 48" 1788 16346 T 3314' 2667 830284H 8' 48' 2384 16348 8' 3314" 2667. 9458. Note: To determine shelf level capacity with decking, "Capacities are in lbs. per pair of beams use beam or decking capacity, whichever is less. A standard cdor chart is available at the beamnina of each rwrtian v ee n ..,...• .k.k.a..k ..... .... ........ ... Shelui�g 6 Racks 23 EQUIPTO V-Grip°n Bulk Rack shelving components Designed with versatility to fit your needs • Accessories to expand units higher • Ability to mix rack with shelving • Built-in capability for future expansion • Plywood or other decking supplied by user: 5/8" thick Rack Accessories � Clamp for fastening units back-to-back; 10381 2 needed per pair of frames Dart clip for locking down beams — 2 needed 13037 Plastic label holder fits V -Grip wire 6620 Solid Decking Panels mm EEM gmm 24" amp moo= OPMO 9306 24"• 16018 16002 16019 16003 16004 , 30" 16020 16022 16021 16023 16024 9310 9315 9320 Splicer for Bulk rack — 9346 Tie Bars for solid beams 36" 9302 9307 9312 9317 9327 9333 9343 Permits stacking V -Grip 48" 9303 9308 9313 9318 bulk rack units for; • 9334 9344 24" 6522 30" 830815 Top or Bottom CapNVhite 10177W Fits under uprights to protect mufti4evel space. .` 10177B linoleum or wood floors, or to act 30" 6525 36" 9421 as shim on uneven floors. 36" 6523. 48'. 9422 Label Holder 48" 6524 Part No. 5566 Attach catwalks to racks �v A neat and easy way to identify records or supplies. Part No. 6620. Rack Ends Floor Anchors (one for each post) @0b '' M Fasten racks to floor for increased stability. (Must be used when bottom beam is more than 12" from floor.) 15" 9304 9309 9314 9319 9329 — 9345 7695 L&R (190317A for Seismic) Rack Ends with nutserts for mounting to caster base 7695 L&R 190317A 24" 9301TU 9306TU 30" — 9310TU 24" 9301 9306 9311 9316 9326 9332 9342 36" 9302TU 9307TU 30" 9305 9310 9315 9320 9330 — 9346 Tie Bars for solid beams 36" 9302 9307 9312 9317 9327 9333 9343 MUD ad3ft 48" 9303 9308 9313 9318 9328 • 9334 9344 Rack Ends with nutserts for mounting to caster base 7695 L&R 190317A 24" 9301TU 9306TU 30" — 9310TU ' Close the top of any V -Grip Bulk Rack upright. } Easy to attach - simply tap its triangular base into the 36" 9302TU 9307TU upright May also be used as floor glide to protect all Perimeter caster base (pg. 16). .p floors. Made of high -impact plastic, it will withstand Tie Bars for solid beams Tie Bars fort .` °, ' 'fi= any load within the capacity of the upright itself. and Steel and Wire Decking Particle Board Decking MUD ad3ft Top/bottom cap 15" 6521 24" 9420.Mim Foot Plate 24" 6522 30" 830815 Top or Bottom CapNVhite 10177W Fits under uprights to protect Top or Bottom Cap/Black 10177B linoleum or wood floors, or to act 30" 6525 36" 9421 as shim on uneven floors. 36" 6523. 48'. 9422 Flush Front and Comer Brackets Part No. 9826 48" 6524 Attach catwalks to racks Order 1 per pair of 4' or 5' beams; 2 per pair of 6 or 8' beams.r 7698 L&R . 7700 L&R A standard color chart is available at the beginning of each section vqth a mon: detailed one on page 126. Sheluicg6 Racks -s - .: r ri','; rt �4y Y fir.' i ♦u, .i c . .... * .., ,- ., ,t.. •� ".tt„ a • r , ,R, . • • � , �. + r °•� fir,.. .r 9�.e�i}}•yrr`y. #y ..fit i t �' �! "a t•4. Floor. At1ChOt'S /one fo'r each' ost1u°; p / •� Vii' i� * t fYr r 4 Fastenracksto'floor for increased "stability. (Must be used when bottom beam is more than,12":from floor.) :Y * (190317A-for Seismic) • s y .' f. � , .rk 1. y "ash 4 f u. I �i • , � x � • CITY OF LA O' 4 BUILDING & SAFET' r,�_� i. APPROW,. f f FOR C NSTRIiv !T 3� DATE Z 2 BY r �'{:♦s. � y ',� i .. (w �'w,�'.` Ifs, j��/�), 1.90317A YX ti rw F *190317A FLOG.RANCH.ORSTO`BEINSTALLED-WITH 3/8"x33/4 ` REDHEAD TRUBOLT WEDGE ANCHORS`(WS=3850) W/MI,N. 3' 1:EMBEDMENT @,ALL FOUR C0RNER•P05TSt0F:SHE-LVINd. .. ' ;• t .w 'I .? Y l5'i M •] a ,� - r - �; R EL`;*E I %vj r E D FEB o2 2016 CITY OF LA'OUINTA COMMUNITY DEVELOPMENT