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Home My WebLink AboutCOMA2026-001630RECEIVED: 05,106/2026 DATE OF ISSUANCE: V 26-001630 "ABSOLUTE RECOMP" _j 800 INDUSTRIAL BLVD #300 PALLET RACKING PERMIT #: T Z BUILDING PERMIT APPLICATION 7 JOB ADDRESS: 800 Industrial Blvd. Grapevine Texas 76051 .SUITE# 300 T: 2a CK: 3 SUBDIVISIONHERITAGE BUSINESS PARK ADDN-GV LOBLO. BUILDING CONTRACTOR (company name): Malin Systems CURRENT MAILING ADDRESS: 15870 Midway Rd CITY/STATE/ZIP: Addison, Texas 75001 PH: # 469-315-6203 Fax # PROPERTY OWNER: KTR DFW LLC CURRENT MAILING ADDRESS: 800 Industrial Blvd. Suite #300 CITY/STATE/ZIP: Grapevine, Texas 76051 PHONENUMBER- 817-793-9804 PROJECT VALUE: $ 26,854.00 FIRE SPRINKLERED? YES X NO WHAT TRADES WILL BE NEEDED? ELECTRIC PLUMBING - MECHANICAL DESCRIPTION OF WORK TO BE DONE: Small rack installation within an existing warehouse. No changes to building or fire protection systems are expected USE OF BUILDING OR STRUCTURE: Gym Warehouse Equipment NAME OF BUSINESS: Absolute Recomp LLC Total Square Footage under roof: 14,869 Square Footage of alteration/addition: 500 21 1 hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings, alterations and additions) El I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review. Control Number: (Not required for 1 & 2 family dwellings) U I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas Department of Health. (REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS) I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY, AND THAT THE DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL AGENCY(S). PRINT NAME: Chelsea Culbertson SIGNATURE Chelsea Culbertson PHONE #: 469-315-6203 EMAIL: Chelsea.Culbertson@MalinSystems. BOX IF PREFERRED TO BE CONTACTED BY E-MAIL THE FOLLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT Construction Type: j� �� FirePermit ri nklerioSetbacks oal -o Issue ccurancy Group- Front: ElectcSYES NO Division: itdin°." Del Ith: Left: Plumlytin- 7 Zoning: Building Width: Rear: Me,/hanical cccy Load: Grease Tray Right: I 1,6od Ou,�an Plan Review Approvate x uilding Permit Fee: Site Plan Aj-,roval: Date: Plan Review Fee: Fire Del �artment: Date: Lot Drainage Fee: Public Works Department: Date: Sewer Availabilit,\ Rate: Health Dei;lartment: Date: Water Availability Rate: Approved for Permit: Date: Total Fees: - - ------- - Lot Drainage Submitted: Approved: Total Amount Due: P.O. BOX 95104, GRAPEVINE, TX 76099 (817) 410-3165 0 FORMSTSPERMITAPPLIGATIONS WJ77XSWV-T;[W" PO Box 95104 Grapevine, Texas 76099 817) 410-3166 ADDRESS In trial lvd. Project # 26-001630 OWW' 0 INSPECTIONS 1. Final Fire Dept Inspection LEGAL INFORMATION FIELDS Heritage Business Park —APPLICANT NAME (individual) Addn-Gv Bik 3 Lot 2a —APPLICANT PHONE NUMBER PERMIT HOLDER Tahtianna Fry APPLICANT E-MAIL Reliance Material Handli "NAME OF BUSINESS ng Systems, LLC (214) 683-1381 VALUATION Square Footage COLLABORATORS Acreage • Chelsea Culbertson Malin Systems What is use of Building/Structure? (469) 315-6203 * CONSTRUCTION TYPE • Tahtianna Fry * OCCUPANCY GROUP Reliance Material DOCUMENTS - MISC 01 Handling Systems, LLC DOCUMENTS - MISC 02 (214) 683-1381 ZONING DISTRICT OWNERS - Ktr Dfw LIc FEE TENANTS Building Permit, Plan Review - Tim Kurtz *Building Permit Fee (Value) Absolute Recomp TOTALS UA��N F 9:� Chelsea Culbertson 469-315-6203 Absolute Recomp 26854 500 0.0087 Gym Equipment Warehouse II B SPRINKLERED B/S-1 Absolute—Recomp_.26-0416-7PLANS.pdf BUILDINGPERMITAPPLICATION- AbsoluteRecompLLC- GrapevineTexas.pdf Ll TOTAL PAID DUE $342.55 $342.55 $342.55 $527.00 $527.00 $527.00 I HEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING THE DOCUMENTS APPROVED BY THE BUILDING DEPARTMENT AND I COMPLIANCE WITH THE CITY OF GRAPEVINE ORDINANCE REGULAT11 CONSTRUCTION. IT IS UNDERSTOOD THAT THE ISSUANCE OF THIS PERMI Page 1/2 MYGOV.US 26-001630, 05/11/2026 at 4:28 PM Issued by: Amanda Robeson DOES NOT GRANT OR AUTHORIZE ANY VIOLATION OF ANY CODE OR ORDINANCE OF THE CITY OF GRAPEVINE. FURTHERMORE UNDERSTAND , it SPECIFICATIONS .. NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY BY THE CITY AND THAT THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE APPROPRIATE STATE AND OR FEDERAL Signature City of GrapevineBuilding Commercial Alteration Project # 26-001630 - 1 a 1) ALL work must be done in compliance with the 2021 INTERNATIONAL UILING CODE. "ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. 2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. ) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION MET (17) 410-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 1:3 . > PERMIT ISSUED IN I APPLICATION I IN THIS I . Page 2/2 MYGGV.US 26-001630, 05/11/2026 at 4:28 PA Issued by: Amanda Robeson AFF I I DAIE 111, 11E ENTEN T, � END ILI NET 11-1 DO D _ETEP M, D, Flw -1A,ET OAD, N ft IFT-Al. L � L LEVEL .71 "E D 1111TEI E� PeF I.-D. TEP INE. 1.1 "IT T TIP T, 11 IEL 111 . T� 11 DEITD T J1— INDE-IN IN "A VICINITY MAP 7 4". F1 Ij RACKING PLANS ABSOLUTE RECOMP 800 INDUSTRIAL BLVD. #300 GRAPEVINE, TX 76051 it W—E Enhao igned —PZ�— Zhang,,,--',,-,�, 0700 coon 0 < xc. c' . m C) x > o x m z 0 > u) . omw c ED m 00 0 5: SITE MAP INDEX OF SHEETS CODE SUMMARY nri M L4 OWNER DEVELOPER Oc 0—t-t- TIP, 113 .,- Load Caliulatans - TOM WAREHOUSE IMax -... ."I SqFt - DISIN-1— I Per RMANS1 MH16.1-2023 D—T Specification for the Design, Testing and Utilization of Steel Storage Racks RAErc1—T PA- ELED-1— -IPE _L F IIATENALI F1 I: P I T F1 ( z w � ei< �.I n c. Absolute Recomp 24143-010828-1 O 0i 10i I SUITE400 25,200 SF 0 0: C) ---- - ....... SUITE 300 SUITE 200 30,240 SF j P� -77 6: Enhoo Zhang 71 0 SUITE 125 SUITE 100 5 SU5 1 SF 20,560 SF 29,600 SF FT -T ------------ ICI �" I � � 1 1 7 - --------- ti GENERAL NOTES IPe, RMIIANSIMH161-2023 S—T—.—, the Dak,gd, Tast,IT antl Jiffl-oa of SiA., S.,dg. R.-) 1 A11119--fth ...... p .... S, Iffi,, than shown ,snot poaddlitIll 2 Instruct all h. bl,dg --.It ooperatorsi I To correct,, of the hIldflog equ,pment 3 The 11,111 the structural dtod ty _l_ talk 'y— by "'.6hR P.P., ,I-oko.p, E — —Iii—Ild P..d.,k. Idad,bg b. I. 1,.,.d to III bild,ang -P,.hlb't ,y overloading It .,y pallet P-1.1 antl If the overall talk system -Regularly inspece for damage If d.—ge s found, —d-dbly -- the affected and replace or 1111 111Y damaged """ Ibeams . othad l..I.nenI -E,,,,, that pa"I'l areP'P'dy placed onto the pallet wpp,II .—b,do id . p,dp.,I, stacked and stable p—odd 4 Ma"' — h,,,,,,t, loads —I ... Ad to 2023 R MI kpoo "CIt'd— 1 5% If 'InIcal load Racks are not fo horzontal '"pact se smc 5 All ,pright. shall bebill, d -bg (1 ) 112" DIA anchorwth3314" embedL per a.. plate J N Uptgt. ah.11 I. ,,,t,,I,d old, t 114'pa, 1 V-0" a Ralk—lb,11baold--d— ,ath manufactures p,bl,,h,d load oh,- 7 1, —pl th 2023 RMI lip-011 dIla— racksl, a,e doa,ad to poladt —11,119 fa l— 11 the event that column ".11I If - column collapses bays beyond III bays adjacent to the ballot III— shoultl not also collapse All Ilk 1111 111PI111d for 111 to'Any d,,,g,d components , , flames with b- 11 damaged p,ght,. b- r It—, , d,,,g,d beams, to be -P.oad -d p,00 pp al ft., th. Ig,I... „,,, vS�PtEOFTfXgs\`11 I EnhaO Diyirauragnea by i (3 ( 4 5 Zhang Enha°zba°g ................................i Dare. io1c of 21 y+q:, Ik33R9 .eVQ� r5oosr drdo ff�0 GENERAL NOTES J J Per RMIIANSI MH161-2023 Specificabonfor the D—gn, T-T,g and 48'-0" 48'-0" wmzanan of Steel Storage Racks) 1 Ariangementoflhesecomponenis oNer than shown is not perm,U,d without engineer's approval 2 Instruct all handling equipment Phase 2 operators inihe correct ode of the E anmg equrpment 3 The owne..hall malntarn [he structural integrity of the inslalletl rack A (_ ^ ^ _ _ _ system by assuring proper op—tb housekeeping maintenance antl l _ �, c� e B e _ _ procedures including but not limitetl to the following -Prohrblt any overloading ¢ of any pallet positron antl of the overell rack system - -Regularly insp— for damage ¢ If daemage is found, m diately unload the affected .. and replace or repair any damaged columns beams or SUITE 300 Ener.th,l 11 -Ensure that pallets are ppp.,l placed onto the pallet support ¢ embers m a properly stacked and stable posi4on _ 4 Maximum horizontal loatlere limited J 2023 RMI specifca[rons' 1 5°0 of 1 ¢ vertical load Racks are not maximum tlerot horizontal impact, seismic Phase 1 —d Ioads wind ¢ 5 All shall be anchored using `D IA ti) I—pl. an N Up,h3-3t4"embed. per base plate U N Uprights shall be ¢ installed plum i 1/4" per 10'-0" 6 Racks shall be esetl in acmrtlance - with manufacfu,es published charts. ] In compliancek, 2023 RMI ¢ spRicaGo...... ks are designeto ec - '- prevent cascatling failure in the e,vent that I c) o � column collapses Ifa column collapses, then bays beyond the bays adjacent to the failed column shoaltl not also collapse ¢ rack to be inspected for damage prior to installation. Any damaged components JAI' fiamesw,ih bent or damaged uprights. WORKOUT ¢ bent or missing bracing, d—ma d beams, EQUIPMENT _,. ro be separated and not installed wnnout prior approval rtom the engineer DEMO AREA ¢ `EV# o o.,Yimei xs F :. .. .. a,,,L. bsolutteRecomPria„ oTX :";r ....:. .. :. ... �..:. ..... '. ._. 24143-010828-1 II Enhao - ----------- 48'-0- ---------------- ---------------- 48'-0er SUITE 309 Forklift -- Alsle WORKOUT EQUIPMENT DEMO AREA L ------------------- 60" x 120" ro 60" x 120" L— — — — — — — — — — — — — — -- — — - GENERAL NOTES ,P., RMIIANSI MH16 1-2023 S—T—.—, the Design, Testing antl ut"j'.1- of S-1 Storage R.-) 1 A11119--fth ...... I .... I, III,, In,, shown 11 not permuted 2 In.1.1 bl�h. dIg equipment operators I I, III-Ilt use If the handling qb,pbn. I 3 The m— shall --, the st,nnn—1 ntIgnty IF th.—t.l.d rack system by....' ng P.P., operatbn.I, L.—M.pnE — In—t—Ill p..d.Lk. Idld,bg b. I. 1,.,.d to In. follow rig -Prohibit ,y .... Indng If any pallet P-1.1 antl If the overall —k system -Regularly p— for d—ge fd—ge s found, --tbly .,I,,d the affected . . . and replace or :pI11 any damaged """ I1 —.1 other —1-en" -E,,,,, that I'll- are p,p,dy placed onto the palletsupsupport-1,pp,Ib n P,,p,,Iy stacked and stable p—tin, 4 Mn,,,,, horizontal loatls ere limited In 2023 NMI specifcations 1 5% If --t, --1 i..d Racks are not designed In, h"'In"' .""I I, wind InIdI 5 All uprights sI.11 N, anchored using (1) 112' DIA Iml-11 with 3 314" llbld. per It— S.I. U N Uprights shall I. ,,b,lI,d P111 t 114'pl, 1 V-0" 6 Racks shall b,,,,d——dance with manufacfutes published 1,,d lh,- 7 In compliance with 2023 RMI 1011 111— racks are d,,,gI,d In P111- —11d,19 111[— 11 In, —It that column "'JI.M. If - columncollapses I.Ys beyond the bays adjacent t, III f,,I,d -1—n should III also wllapse All rack 1111 111PI111d for damage prior to installation. Any damaged components fi.— with bent or damaged npIghIk. b- IL missing bracing, damaged I—, -- In, — I. I P.,IJ -d no[ installetl -h- pI., approval from the engineer / s ySPSE OF TEkgSy1 „ , ' EnhaoZhan Tang a>'00 lt��.`S6`CENSE�.Gh�� C�46,_4" 0 21 1' 48'-0" SUITE 400 25,200 SF Nales. :EGRESS START 1 Tmyet paths shown are inristmtN. of maximum barrel distance ..'".. .... only and do not designate all egress paths " :EGRESS PATH 2, Doors marked 'Required Exit' are required exterior exit doors and shall comply with requirements of2415113C Secrruii iv - - - 400' :EGRESS DISTANCE 3 Doors marked'R. Cold Access' are required fire department ss doors and shall comply ,th requirements of 2015 IFC GENERAL NOTES International Fire Code Section 3206 6 i IPei RMIIANSI the Doe2023 Specificafionfr and J 3 1 t J $ J I( I 1 �) ($ Steel tomp.,Testing Utilization of Steel Storage Racks) 1 Ariangemeni of these components = -- --' -� -' -- oNer than shown is no[ permt[tetl without engineer's approval 2 Instruct all hantlling equipment 3'-0" 18'-0" 48'-0" 1; S'-0" 1 B'-0" 18 op,,,m,, in the correct rise of the handing equipment 3 Theowne..hall maintain In ti. ea J structural integrity of the installed rack system by assu,ing proper operational, -i, pocedures nclud rig but not mitetl In. b,11—nig ang d by palat xcen.,and of the overell rack system ',,�;CC _.. e a s .__. -Regularly inspec, for dama a, If tlemage is found, m tlniely untoatl the affected and replace or reparz a ony damaged columns beams r --- other components -Ensure that pallets are property pIs.d onto the pallet support ',-- embers in a properly stacked and stable position SUITE 30'I,0 .¢ 4 Maximum hone c,el loads ere limited to 2023 RMI specifcations 1 5°0 of rraxmvertical loatl Racks are not tlesigned fpi h-sontal i rpacr seismic or w dleads o o ,, , 5 All uprights shall be anchored using ¢ - ti) It2" DIA an,h,r with 3-314' embed. per base plate U N Uprights shall be Plum i VE, Per 10'-0" I ', 6 Racks shall be esetl in acmrtlance ?" rr 200 SUITE wih manufacfutes publ shed load charts ] In comcewin 2 plan 023 RMI l specfcatons acks a e desgnetl to present caacatl rig n the avant that ' '. SF a column collapses If a column collapses 30,240 b.ond the bays adjacent to then bays beythe the failetl column h,,Id not also collapse All rack to be inspecietl for tlamage prior t _ to installation. Any damaged components e fiameswtih bent or damaged uprights. be or missing bracing, damaged beams, to be sepamrsd and no[installetl without prior approval from the engineer WORKOUT, EQUIPMENT DEMO AREA- p i 8 9 8 5 I 881 9f 18) ..ori LeS Mnx y 1 fi rna 5 1 12% FPli I-, '"IFP1) I"A RACK ELEVATIONxe"4_ 10 10 10 SiOi _ -''' •�. .�._.L.__asm Lss wax I im. r.>e ISO) 10 SO31 IrSoosBS nnax 1r a 1,3. I1I (FP2! FP21 p B RACK ELEVATION ...... .. .... .... ... ... Ot•. TE�9S1f EtPSE (PALLET COUNT ¢•"x,�u,�.'`�,�,�,�,� CWIRE LENGTH: Enhao'b'IT"°o7'na� ;..�.........389.....q; GENERAL NOTES �� F'�. SENSE; .G?� Zhang;°o60a1p/no' ;/N EbRMI/ANSIMIT i61-2023 SpecifcaGonfor the Design, Tesllng and Uhkzahon of Steel Storage Racks) 1 AtangemenIdithesecomponents th oei than shown Is not permitted without engm-', app,,,F 2 Inshuct all hantlimg equipment operators I, the correct use of the hantlimg equipment 3 The owner shall maintain the structural integrity of the installed rack system by assuring operational, proper housekeeping and maintenance procedures including but not limited to the following -Prohlbrt any ovarioading of any pallet position antl of the overall rack system _ -Regularly Inspect for damage If damageis found med"ady u,load the aff,,t,d " antl replace or repalr any damaged columns beams or other components -Ensure that pallets are properly placed onto the pallet support members n a properly stacketl 11T0; 'S01 and stapos[ble on 4 Max mum horzontal loatls arelmfea to 2023 RMi sp,,fadt-, 15%of pooe es mnk r a max mum rertcal load Racks are not desgned for horzontal mpact ses m c -, � prw ad loatls X ( 10 ! 101 4 ) 5 All uprghts shall be a,,h.,.d usng (1) DI,, anchorwih embed per ba bapU htsl.oh shall be N Uprig too M4x� nstalletlse plumlate s 1/4 pet 100 - 6 Racksshallbe—d naccordance 7 4 ., with manufactures published load charts 7.In—plan. with 2023 RMI LO) 10 1 sp.Oficationa packs are desgned to I I ) prevent cascading failure in the even[that a column collapses If a column collapses 3poc rvtax� e rhan bays beyond the bays adjacent to the fa led column should not also collapse. 4 1 to be nspected far tlamagetonstallat on Any tlamagetl components /I �Al,-,k e frames w th bent or damaged uprghts 1 bent o m s rig brae rig damaged beams ----_—_ -J- are to be and not instanad FP2/ ,,,.", �FP2 rye -th pp,— b without poor approval from the engineer RACK ELEVATION C ; xac a -� ' i (PALLET COUNT i I i. CWIRE LENGTH: Enhao b9Enhao 9ha g ''190+ <11iiNvp GENERAL NOTES Zhang °soo'.°oo' %,<iss°:: Eb RMI/ANSI MH16 1-2023 Specificabonfor the Design, Testing and Ubirzahon of Steel Storage Racks) ^ 1 Airangemeniofihesecomponenis other than shown is not permibed wlihoutenglneel'sappr l V 2 I Ituct all handing equlpmenf - operators in the correct use of the haequipment 3 Th, The owner shall maintain the - _ structural l b— p Ib, of the mstrack system—,d properoerabonai, housekeeping end maintenance sln,,ns 1. — aEno vEne�rnr ap - anrt✓a.n_uo-_ proce thdures includingbut not limited to e following n I'... - Prohlbitany overloading NNNddd G] kkk"'lll «r{{{»1 of any pallet posllion antl of _ n the overall rack system -Regularly inspect for damage ri aE _ _ F/J"r sure If damage is fo..d q mediaiely "I"d the affect,d (yz ® a and replace or repair any dahmegg'd'c I"" beams or .open co j -Ensure thatpallets are properly mle ed onto the pallet support tiers in a propery stacketl r" antl stable pos II, eqa r� A Maximum horizontal loads are l—Id ero' Wa' to 2023 RM I specificabons 15%of � 1 53'32 �' maximum vertical load Racks are not esi778n� dg d f ho zontal impact, seismic d 5 All upnghts shall be anchoretl using FPl) FOOTPLATE (FPZ1 FOOTPLATE 0 pt v2"IN an<hor w,h 3-3/4"emb,d per base plate U N Uprights shall be " installed plum x i/4" pe, 10'-0" 6 Racks shall be used in accordance with manufactures published loatl charts 7. In compliance with 2023 RMI specifications ,acks are designed to prevent cascading failure in the event that columncollapses Ifs column collapses, rhen bays beyond the bays adjacent to the failed column.houltl not also collapse. 31 All rack to be inspected far damage Prior by 8 toe ' framles with Abent o'r tlen aged upnghts. - -- wtith—pI.approvali b— theoetginteailed III a missin bbracin tl d d beams, pasl 8 i t 6 AISLE PROTECTOR WITH FPl 11, ANGLE IRON ';' nEsi eie.i, r,,e,,,., � a - p r _, Absolute RecomP,i.�, AISLE PROTECTOR WITH FP2 sa.� s-, -r c :s, + nn,. ,..-c •. (. 24143-010828-1 ?,_912'. 9'WIRE-DECK TO BE ALTERED ZE Of Tf��l etP"""Pr9s11 1 PALLET COUNT (WIRE LENGTH: Enhao by Enhao Zha g11'9': i333N9 : 110 ! 050231 GENERAL NOTES -0.000'1 /A"` NG Zhang Eb RMI/ANSI MH161-2023 Specrficabonfo, the Design, Testing and Uhkzahon of Steel Storage Racks) 1 Anangemeni of these components other than shown s not perm tied without engineer's approval 2 Instinct all handimg equipment operators I, the correct use of the hantllrng equipment 3 The owner shall maintain the structural integrity of the mstalletl rack system by assuring operational, proper housekeeping end maintenance procedures including but not limited to the following -Prohibit any overloading of any pallet position and of the overall rack system -Regularly inspect for damage If damageis fo..d mmedraiely "I"d the aff,,t,d and replace or repair any damaged columns beams or other components -Ensure that pallets are properly mle ed onto the pallet support tiers in a properly sftd antl stable position 4 Maximum horizontal loatls are limrtetl to 2023 RIM I specrficabons 15%of IF,rbrt 1load Racks are not desrgnetl for honzontalrmpact, seismic tn�ind loatls 5 All uprights shall be a,,h.,.d using (1) 112" DIA anchor with 3-3/4" embed per base plate U N Opnghls shall be installed plum x 1/4" pe, 10'-0" 6 Racks shall bccpe u,.d in ad—. with manufactures published I..d charts ,. In compliance with 2023 RMI specifications ,,Oks are designed to p--.cascading failure in the event that - 00 O a column collapses If a column collapses, d' (hen bays beyond the bays adjacent to the failed column ,hO.Id not also collapse. All rack 1, be i,,p,,Id far damage prior to installation Any damagetl components, e, frames with bent or tlamaged uprights, bent a missing bracing, tlamaged beams, etc , are to be sepa,ated antl not installed without poor approval from the engine., 1�.2 tt�< icA=i A»Pi oEsiuiP.i raEPo��E��aaaaaEEa�ei „i,,,, .i -�=>•.r..::.: -,,.r I tn.,�i. Ikwuirrrrei<, OF Recomp 24143-010828-1 i TMO15579 • h• /.! i0000TKA015425 • ••11'&111 1 tl4: GI 1 01`4 AM / 11 .: T0210985 T0202176 12 BCf3-175425WA FP1 5.094 x4.688 x 0.194 i n FP2 7.874 x 7.874 x 0.394 i n. RACK El LLOF MATERIALS DESCRIPPON Rack Equipment N-FR2.102 BM G20' X42" IQ-FR2.314G20' X60" BEAM IK59EF5M-144", 5.93" tall face BEAM IK40EF4M- 96", 4'talI face BEAM I K40EF4M-120", 4" tall face ST.BOLT-ON COLUMN PROT. U3P 12", Bolt -on Type ODLUMN r,mj i t.; i t A-W 8"X8" EB3, 16" tal I - yellow - floor mounted type Wire Mesh Deck, 60" deep x 46"wide, 2.5" x 4.0" mesh, 6 ga wire, 41ep channels, 1.5" waterfall, 2500lbs cap (UDL), Powder coat gray V1! re Mesh Deck, 60" deep x46" wi de, 2.5" x 4.0" mesh, 6 ga wire, 4 3ep channels, 15"waterfall, 2500lbs cap (UDL), Powder coat gray VUA re Mesh Deck, 42" deep x 46"wide, 2.5" x 4.0" mesh, 6 ga wire, 3 step channels, 1.0" waterfall, 2200lbs cap (UDL), Powder coat gray Angle Iron, 50" long, 5" x3" angle, Powder Coated Yellow 3/4" x41/4" WedgeAnchor 5.094x4.688x0.194in. -1 anchors/plate 7.874 x 7.874 x 0.394 in. - 4 anchors/plate Interlake Interlake Interlake Interlake Interlake Interlake Interlake V\+brldwide Material Handling Worldwide Material Handling V\+brldwide Material Handling V\brldwide Material Handling Worldwide Material Handling Interlake Interlake 7 15 16 6 56 15 7 SSPtE of Tfkgsll (PALLET COUNT . m n.� 1, WIRE LENGTH: oauvsigned Enhaob yEnhao I...:.........��..... 119'. 2„ang I13iYY 4Qi pore GENERAL NOTES 9 (Pei RMI/ANSI MH76 I-2023 Specification forth. Des T.gantl on of Steel Storage Racks) go 1 A,z a 1 a of these components d, all.t other than shown is not permlVed , without allhb:'sapproval 2 Instinctallhantlimgt ,,ofth, operators q the correct use of the handling equipment 3 The owner shall n the N07ESstructural GA7 f dh, tab—,, of the mstalletl rack systembyassund properoperational, housekeeping end maintenance procedures including but not limited to the following -Prohlbrt any ove,Iony Palle, ppallio, aad of the overall rack system B and C bays -Regularly impact for d.mage If damageis fo,,d madiaiely I'll al the affectad antl replace or repair any damaged columns beams or other components -Ensure that pallets are properly placed onto the pallet support embers In a propody stackod antl stable position 4 Maximum honzontal load, are kmited to 2023 RIM specificaa-, 1 5% of vertical load Racks are not desig,,d for honzontal impact, seismic wind Ipada 5 All apnghts shall be a,,h.,.d using I I ) VTDI anchor with 3-3/4" embed per base plate J N Upnghts shall be mstalletl plum x i/4" pet "' 0" 6 Racks shall be used In accordance with manufactures p-,l h.d load charts ,. In compliance with 2023 RMI specifica,iona tacks are designed to 28 WredeckstobealteredforA bays p feven"aa`aP5e5allpr`ip`heeventthat co lomncolla Ifa columnc orbea, ,hen bays beyond the bays adjacent to the failed column ,h..1d not also collapse. All rack to be inspected far do-,,, pnor 33 For B and C bays to ma,allatien Any damaged aomp.nenta, e, frames with bent or tlamaged apnghts. bent a missing bracing, tlamaged beams, etc , are to be s,p,,,I,d antl not installed without pnor approval from the engine., 28 112 30 For A bays 12 For B and C bays E '' �r�< 'pA=, A,dPi oEsiuiP.i�g ,,tar:„,.,rs i�Absolute Recomp:.�, an.1i,, 24143-010828-1 I1 B 1 I2B - 2. 37 COLUMN 7104" T S USOE@ TYPES B, C MECALUX ----- ---7874"----� COLUMNIBASE LOCATIONS DESCRIPTION BASE PLATE 7 874" X_ 7874" _ DESCRIPTION COLUMN MCLX H1 2 MATERIAL 0394"T"GKPFATE MATERIAL 12 GAGE THK STEEL STEELYIELD ASTM A36, Fy=36 000 PSI STEELYIELD ASTM A570, Fy=55 000 PSI TYP 4 43/8" CI L9 /' K, 0 6iJI 2" II 5I16'O SAFEfY CLIP I� 2, 7/ e"O - GR 55 RNET DESCRIPTION '�, 4-TAB CONNECTOR NOTES MATERIAL ''�, 7 GAGE USE @ TYPES A. C BEAM TO COLUMN STEELYIELD j ASTM A570, Fy=55000 PSI CONNECTION LOCATIONS il8"I TYP _ 13)16"'r � 4 3/8"�' „ I —5/1sG3AFETY a .LIP 2" 2" I n �Y DESCRIPTION'', 5-TAB CONNECTOR GR70 R0 VFT NOTES MATERIAL 7 GAGE ''I USE @ TYPE B BEAM TO COLUMN .STEEL YIELD ASTM A570, Fy=55,000 PSI '1, CONNECTION LOCATIONS COLUMN 2 3 OT NOTES PROJECT l GENERAL - METE —To—NT Q OAL IF J - - FF �IaaEor air-..�ro,o�E gi. . 1 — oBSY ,sovr .116so vs oae.oGv a�orm 46 urvrr.oa�lcavvucayss 2 54 - cr rvs roT<,ansgacs s000 esq snr ', .rrrvemuorr.m TOT,.. s000 veq a.� '135"MIN EDGE DISTANCE, ear.aosrs c GEG I-E.q soq esnza,.nsrni. rosnucrrcun yr ov esrrsq NOTES USE C TYPE A MECALUX w, as -HERS—HE NOTES = uaeouq.n voq nl.r.s quc=r,w.._rver.es r:,..evrrogwesoinc ca,,e e Ir Tre cl.c+...... ee_owsvq rva.e-_ __ CONFIRM O A L OF ANCHORS WITH INSTALLER TO q„rvwc aenmIN or is serner_rvrov or T„-,roan 1-me COLUMNIBASE LOCATIONS ENSURE REQUIRED EMBEDMENT IS OBTAINED _siurvc avw�:nsaq esres:.roq - _ - DESCRIPTION BASE PLATE 51"X469" ''.DESCRIPTION COLUMN MCLX 314 -! -- DESCRIPTION Ie Tre=gocucrsnorrn onrne aernv,egeiry isnssumec To aew aoco urvo.unGec corvvv or:-ee HILTI KWIK80LT TZ2 ANCHOR _ _ _ _ agooucT m:.s ee FAss of auronnlaG,All I'll i.;ancnoe rncr,c ss oa wgsaunarrres irs-vs MATERIAL 0,194"THICK PLATE MATERIAL 14 GAGE TIFF STEEL SIZE ,oc 1/2"0X 3-3/4"NOM EMBED NOTES cEssaysie.uno=rne cvme=usevveocucT=ao•nv=_v nrvv:oq rvsrn.,�q or Tr=_cavververvrs ro STEELYIELD ASTM A36, Fy=36,000 PSI STEEL YIELD ASTM A570, Fy=55000 PSI ESR# 4266 SEE NOTE#4 ABOVE FOR ANCHOR SPECS " 5 6 ATTACHMENT ATTACH WI(2)5/i6"OX3-]/i6"GR - - ----- Icl*re-ne,resvorvsreiuTror Trveanrveq nr:ooqusea or TIE :om=wer:,s sr-owrvvegeiry Ta ncnr vEc 580LT5 PER BRACE (1)EA END 7 _ 13l4" I li,r rs megasvorvsraiuTror Tn=aw„eq:.eea oe Tre srognGI,v;r<,s sn - eq nn. °iawE, r-eaeo, ra-All II e=annwn4 'IEII qo.,sE�E[>n�anom,,MEvr,,cEcacc[o,r,E<euruor,nTECTIITI'E uG 1513" iow - nrvornxe aPagovgwT=_ Taysra ,15/8' 11 IT 11 -1 ITI r.es nrvco none nvvsionoG.voeeron avv gncco, rv,r.gnT crvvo-IG, ror+sragaGe L2 ]--- 5928" , s nqa vgoaaas, vucea orvre P1LLET sonc scv= 1 mun1- 111-1111I'll xEo nno a" A I Il ',, - _ _ - oorvon,ero .osrnosr �orv, on�essrreancl, no.s nqE rvor noo FEoogge,nqnrvo orvnmgrvrveaa..nT _-_ _- _ ._ , c} o�a„c a,c. orveo�IGI on NOTES NOTESI.E cn oq USE @TYPES A, C BEAM LOCATIONS USE @ TYPE B BEAM LOCATIONS _ _ - _l—E - DESCRIPTION 4" BEAM (INTLK40E) DESCRIPTION 5928" BEAM (INTLK59E) DESCRIPTION BRACING HORIZ & DIAG MATERIAL 16 GAGE MATERIAL 16 GAGE MATERIAL 16 GAGE STEEL IC715) NOTES, - e ea=rvgasrogeoroa. srr ague l n ces:GnGaon r=neGT.I-1� s�mav=al STEELYIELD ASTM AS]O, Fy=55000 PSI STEELYIELD ASTM AS]O, Fy=55,000 PSI STEELYIELD T II 'ENIRe ASTM A570 Fy-50,000 PSI USE @ALL 4102 MCLX BRACE LOCATIONS gevaa sae"onor„c stove orrnl,_rnnongv gene, ro rrecomvervrngreoq,.egcweq cacuscrory on Trve 8 ATTACHMENT n ATTACH W/ (2) 5I16"O X 2-318' OR 5 BOLTS PER BRACE, (1) @ EA END 7 DESCRIPTION BRACING HORIZ &DIAG MATERIAL 16 GAGE STEEL (C456) NOTES STEELYIELD ASTM A570 FV=50,000 PSI USE @ ALL314 MCLX BRACE LOCATIONS SEE ATTACHED MALIN DWG. FOR STORAGE RACK ELEVATIONS. DESCRIPTION I STORAGE RACK ELEVATIONS 1, D,gitairy 11, •'�::.s..tir.\.sf.T ENgs.. �f Enha0 byll Enhao Zhang DsS:Etr+sE:? Zha ngZa62te 60421 i6,x, 15.03.06-07'00' ." 28-0416-7 SED 1 OF 1 8()0INDUSTRIAL 110111 STE 3()4 G-RAPEW" T)(16)" SCOPE or VVORK: STORAGE RACK CALCULATIONS DATE: 412112026 Enhao Zhang S S EDINC ja,VjR1GHTAVE SUIT' 200 I,p,\/ERNE CA91760 englnet �03 —f6 CTgITS Of ov, lS Structural Engineering & Design Inc. t , V— c'.A 9175f! T,I qo BY: 81b S PId—t A1,1-1,, R-- ot, I, 2G-Q41ti 7 L"!M-0-111 1h,I o"YS"' 1. tt Ifle S'l,"; 'Old ANSI MH Jrv. 1 10,13 6, o .;f All other >t,,l it, with ol flolo 111411 It I All" d .Iltel Iha t It, 5;:,1, —11, 1, o-U,Iq Ut . —d " 6 v— 31K)o 0 It,"p-111 ltlltql, MI —Mc, Whl I -I,:) ,,P-ty a 750 �,f TIIE dt,,Iati of the xiqj, , F ab is o,0- 6) L-1 CIRIbInAon, to, Mck —p-)� --p-t o,, 202t RVI Sa'd,t 7A ? & /.: 3 f,, MO &, RID 16 1-1 1 Structural Engineering & Design Inc. 9; N coaNu-W & Summary: 'fyK-A—sELxE1—v1 �c T 4S� WA 58 4NIN, t W AIM 5�, NIM' �1& 10SLAMMEN- 4 SWSMiC Criteria SM LVIS F,,,, Oepnj FaT.., Hwahtl 111090MIS Beam Length Loth R.M. TYP. UO P—iptl- STRESS .-1,, 314 3.11 60 'CAm, 0.28 OK 1—NV, N/A Fr-SsBeam I=d AVE ;H,2,7V,10 06 TIk U, oo,n Q1,110:31W hp 0,36-OK C,, FV S k, L/ 4 �It 01 1 '010.6 wa, 5000 1, lb U OK 50 Y,, ^ri C45f, Sgj ;,7q53Xj,37.q,tU93tv311) 003 OK Q.,ol i r, 50 Me, C+% p,,,, 1, -1 OK Rd,Net S, U.Jff,O b) 0,008-OK 0 ,09-01, Level L�& Wy Force Story FC.I... W.— � rI a. .m._t P., lave!SPW i Brace 7-- Loqgft. ftla) r4....t Connector _200 1v 96.0 32.0 .n 16 It 4, i, 19 lG t,91,, 1,011 4 tdb OK 2 i,200,�, -6.0,1. &; 0 a 32 91, 5,9 1r 6r�, 3`3 4 tab OK EA� 68"1 TOM 16 "? 111 Iu Structural Engineering & Design Inc, ey p 4 2C,.1 Seismic —Fo— T,,, —fl, j w. rYl E A S �LL IC I VE P A CX Sifi F-1 1 M (�J- SO, C; ljo v 635 00' Elf Nr, 6 Q75 MW ".fl,�l 0 Gs mnx_ 0M211 0.027$ (150 lb + 1608 lb) Lo 48 lb ".R 1" 01, ol H`alli U i'm bc" i:200 b Ir. JO C, -- 0,0076 CS2 = D 0048 C53- Orools VjaJ= OM76 (150 lb + 1608 lb) C-- 0,00)4 IElongkutlitrai= 13 lb level P40:UC WAO P P«Ok?*P- OL I '7'flo BWO 75 in 4L3�lb 2 t 200 Ih so^ lb b i9. 168,768 S 7 ih Structural Engineering & Design Inc. structural Engineering & Design Inc. By Bob G RII-11 95W k, r, Lt1 '6 KI o'a U- kl ii, K, I I K 5,0 lj%3 0,9087 '0 012 nl FV= 55 ksi sf-sf, 01221 Cl 2 0,268 -11 :2 k. 3 ksi '2'E t `Y� �Kv'LVIYY2 Aar A— SQ-t(FY/Rre) 1.59 ,S FyiU777fc*?),' AQ 29541 lb 19A ksi = 0.5911 ANq.F, 0,0,8S lig- It"97 lb il,WW 9,330 ft, Wll- IP Mnt=F 28 '116 11, )GO jtu 11- n,IINOI,Mlldl Ob - 21Ai31, ,Afll SNK'l Structural Engineering & Design Inc. , — -- ------------- L"_uftldQuAm_LA_ By Rk S Plje,-f A-1- R--b BEAN 1 lT A 511,C1 Ilb RAII DETERMINE ALI OWARLIF MOI,IMT CAPACM M 0.11 qn, I U�522 UV3 LON 81, 1"t Y„-{fi Grtl to _A_,23 52 k, _. I'll' Vy?)= 91n,2R kli y Q/I'' r.q 87.1 `. k- a a �J-Y)'l - 2"t 1) F4. 5?3 flat Illpth V! UIL! (! J 'E) 0,1 [J,OJL LO i j 51 ' 3 6 ` K,'52le-19LsCe'O 5 0,3V 0.613 tb— 3 oio 2= te, 2 01- tlt?, Y) = !,62 1, = L,113 "'t 2.53 1A)5 11, Wh,i '111. D,nun, eq— 4 IM ellkf_ — ..., 1 11 Fla) ^w ��,,- ATZ I— "I" �!�QIFY IEQ A7.2- 11 (P12) 0 2b3 2": ;Lfi ?'Lcl 13PO 01,60 once fu,rY 127 _2 OK ,.,d t= 2,0833 10K tben F,,L & , F,,,rtk It),,,. - /6369, Thus,rW_t_ W.5/ vs, FVa blbo,- Fya'YqJ(oepth -YC9, LflAbLot=Lfb- Ut Otto, - 2 = 2 CMbOM=Ch- - 0 '7' ChlFv, . (I Ch)�ryf 'R 62 k,, by,,- It,, tepy(ryn,,,. bl+llt.ql', 10 /0 k, 1F10 7.+! �w 3 OK F—Fy- !".00 Fu =F': 10,00 isl E= 111WO k,- :b 82. L) 1^plavqbz,Mt� in RM b,!t- fhq 2JSa In Web J,Pth-'� ,2= d-V!M-Y-.q- '1320 '1 ',' 3= 1.1 75 11 Structural Engineering & Design Inc. -IMN-11 A- I. Vcm. CA 1,17UIT-1 1351 :604I6-7 BEAM C—p,lt,- TvPI,.A Rml Sr'i- 1.2' Zink 1- 1) 1160 E- "950 11 I— lu k' IA'-' "0 6 U I,,", L11- i W:�" I oll= I'i'00 If j"; �J L ,I D1,11 I,— 1 6 L Check Sending Stress Allowable Leads souf LVO RAUZZ —8 R— 1 1 212ju-120 I 0, The, ODIW=MFya'Sz 39,30 ir, k ft,, aI—W lode pe, hea, pa-V, ?-JM64 2 D P-.L—'-14 3,864(b/pair allowablehuadbacedoeboodingshcoa ---V- Mend- W'L'(3 RIVS (3W c?) 120u " (I-- al�) 8 .1,521 _tl d '664'xx ofocP of 1200 W unposed product load 2. Check Oaflectiou, Stness, Alleaelete Loads Al! —do D111,11— L, t4l A 1 0,66- 13 uellstll11 R11—d L.J= 0 242 l,i If U,nax= L/180 &I-1 L!dil DIIY—a 11 0�11 drdl ED— Ll ' 11- >'W'L^ Yeld,, lh'_ 38A�ElI'2PI80-L'2lRd) 384 1 3,303111c"Ic .110-01eluadbascdaodffe &-Aft Thus, based on the least capacity of ging I and 2 above: A='Ild= 11.11 llpl:j ings ..it g:B" Issue S-- 0— P"ll"Ll"'i 2- Structurat Engineering & Design Inc. :_2,I �,_, �0- �P� �71 __ — — gY BEN 4 Tab S... I. CW— C-IM--fi-A —P-N'T"Mi --PE A SMCMLE—RA�CK— i.-Ib toad at I —I I (-rd—, I}P- 4Tab She�r CaPaOtY of Tab ------ 1,ibt,"to+U'Sn"n 0.135 In 675 M CapacitySearmq oTab . .... .. ..... 65, 2,2L pb—,g: alpha b *N11 221 1 0,,5 2,2751 1465 d Moment Edge D'Itt—E, 1,90 in T,,, Sp, ng= 10,,i F, 551LIG p"i t,,p= D,V5 n "'p. 0 183,n'3 M.P:Sap' 'b—N E f 2 0,102 m, 3 615 6,650 "HI, u Ip Mlap/(2,154 d 6,17S 11, t 16 5' 1 p I Fz5 51,4S, P:, G 5 ;'6.5 485 4 �VE5 N,S 1�2� 1 1�0' L 2 51011r, In I, 5 A00 A-11, s .1.1d n"i., ',)k Structural Engineering& Design Inc, A-� WN 0156 Sqt Anlq> 0125117: G J 1300 UGGIOWS K Pob 10 9"W? ,I- I Fy , w- PC 0 8 k't p1' 2'-ifKy'Ly;rv)1 2 ,6A W 71" 151 in 51'2 1.703 m I L M13 lb 1.7,14 In b ncjlt(FYIP;,rc� n 2.U1 11,5 Fn= 10.9 n5r pm- 2,79? 15 P— ANg ' FnID� Q,� = 1. 8 - 1,554 lb = 0.2577 Pr.11- Structural Engineering& Design Inc. 5 V'!raht_Atre La Uptn -A 4, r571 W,9, ' �71 8� By ft, S ro.eut AW,'Wl R—c L 1,1C, C4} Syl LZ953x1, Mur, ih, )95(10 C— Kt� 0. 8 510 1,739 ih K,- SU." Ky- 1 YO NO Wyk U.i k, "'y ', 2'F/(WL"W2 axrir ➢n—Anfg'F, 3,13. Prrd= 1 L'7% o L9 Ad= In- Fl` 1 W11(A, 2)x P- ANI'Fl/91 k 0,2571 P,,!a: AeF' 3, 1,10 Structural Engineering & Design Inc Bj 8,,4S PfR-U Abso-R, 76 W 8-' SingW R_ Frame QVettgmip9 C;:nib-„:V ?t, TYPE f. SELECTIVE RACK loads c H I 11 RPU 1 :0 q P 51- U. 11 (IQ IT- 1012sili- MIRI PEAD LOAD PER UPRIGPI,-D- 15I):h �0,q4Q5;11 a,17W, PRODUCT LOAD PER UPR:GTffP, 2,TOC, It 8= tRoW II I P"P I .bw 1h iha IT I —I'M I", 111`11•11111): IM31" F—o D', w,o I, PIW It L"I'd D1,, L,111,1, 7.P= I'Ail 19", C DL/Ld - 11 Ib A, It, I j- I WP Aliquitl2akil Umd tDt ,,.I - o% v r- mu,t-I&U/Df 5,10, 1-1b lv,3 't, WI f5l"s rr lb 4P,P)o,I 4b)/W jr. 46, 110 n to iwl It N. Uplift Net Seismic Uplift- -1,362 PIT 8) T.. Level 1,mmel OMP toad .. I V� I CS Tip PNr ' 0.0 hW 0 81" 'M 60 :I 2 t2M lb I tL(V 3,051 P 0 FV,, 1, * V2 V1 2< 0 R 4,61 'N,I, TO W, C'IM MITI- MM , D - 0 Q 11,2 35,559 111, M-2 'VI "I , V2 Hj, fh. -515 T.-- -59 b No Uplift Or"ga d—'t ?IVIV t,, T2 ag,t t C—d 1,Y mWCr forc I Net SoNm,,UDIfft= -5911, Structural Engineering & Design Inc I � V1— (TA q I751 Tp 2LW, 71A9 By, 0k,b S Prolert AU11, RN-1 4 Base Plot. TYT-E A SELECT IVE PACK vl"I!h, N Mlterh 1 M't' 'T' .—a Aisle Loads ',IV C!. I I 111 •Sd- 'V I A0,1111h1d COLUMN b, Axdal^P= 1.01155 75 W + 0.7_5> (1L4154 0.7 I'ZOO To) COLUf IN PL= 1 '00 j = 968 On OaseM'n t= 1.91J nI Mb= Osse Moment a'MO.Ptho M'o !'M' - 1916,73862917215 in -lb ` 0.75-0,7',Ihi 14 -0.:4St - 1,4154 = 1,006 hi -lb B O.MO I Axial Lead P = 968 In mbase=mb = 1,006 in -a I Ette )T,IJW P/A - P/(WW) 11! 2 WL' Z 2 it ,, ., n 4/S R , V: Mi �'f riT 112 fb-L'L- }) 2 11.5 I" - �6 "IT hit - I'll 1111 1421 �M3 5-"t' f�yt 1 't� 0.73-F �ZWU V'rc 0*2 OR = 1-00 Ps OK T—hor (ITT IP.PW3.15'OA6X , "1" 11 Tal— 1,961 Th OR 8,21, NU TEli9r .Cn— AisleLoadsCheck uplift load on Oapai Pst.tic= 968 lb M.M,75'0.7'M 16S91, - 110Af—c �Ptn P F—c DIM- 60,f - 6i I AP' IT_ PramTd p=p,tft.p..f`pdk= 11029 In T1 �' �Cnll 2,69:, Rak, Crc" cv Dult- 1,05 i- I,= P.'A - "flMI) 'M=L'2j2- 1�11'2/2 24 N 114, SM"b" ,)IN 13 N - A,, " Je, BP= I Net T n;r lrl,t„r=Tl= I ih 044 OR S1141= 1) G29 !1,' 3 OR , j !!' i I ,I I S 1- 1 ,.: Structurai Engineering & Design Inc By Hobs.._ Prot^ct Ab3oute R,--r A Vc "non I, VA,;-o, 0,6 _4 i flail ""4z JSO Ptf Mot.- 5.405 irz It: so,- OA to od .5d, V 022 x- 0600 4- I!: 3.UG n dlnli. =b 2 0 n ll=- 1,09, owi, 4A F,-'O 5= S4.H0 f�f f. .1 12 1 1S Is I o 7 12or, It, so Ili vW,-,P- 25,)'R'Papp 804 16 P, Lo d Cava 2) 00 0 2Sds,D Ojn7s -5 In . 0 SA 0.-' 844 Ill I 1 90 ]1, P ,—l-E- (MIA lla— 1.01) 67 It'. 10 4.Iolll -P OX S&= 1 2`20 Effefive Column wad=P— 1,770 Its rer wimn O.losd- 0.8:180 puncture- - — --------- Ap—t= Fpunctt= Lt4" - 5} wF,- Pi,{Aird'Fp,�n. i = 1 - 41 57 0.066 OK FpO-Q- 2,1 0 i) l FP.W ff- 87,5 Sian ftndl.a F5r= DL+Pt -E= J,TIO rl A5',,1 01- 144Y(f, n, L - 1Kwl S 0.5 2't ,K) i, 2 44 = is- ll iL-VI 2A, 13 ,1 (144'j) i"n tb 1-1 n4b - 0,004 11, OK — ------ --- Structural Engineering & Design Inc. _}2ut A 11MR— P Configuratian & smnw±ly'-!YPE p SELECT RACK No 2< "'e"MC Criteria IBM LM I Frlm Ofilf"eal 8 Oil # mav1 m,f� I $, =1LA'I F- t'49 1 7 2g'o". 1 6 A50 LVAR5 AXIAL 1W 711 D IWA, a - 410offi snIA17C 4 V4,1 1 v , 171 Mt 64SE qf'pjp�T, 4, -11 a, flemn Eangkn I Fe.M. TYP. N—,, & 1 WA beam "51 k, 101k 81 OK B — C,,—A F-55 1: 1 1,h OK 0 o 14. ap 5)M,, 1b 0 34 OK gy 50 11�1 ',70, S4, ?�7bll 39,16qg�JIIIOF 0 0 3,OK "g-ti " w " S91 , M5 OK Bnsn Plate F,36 M4.9 " 6 .9 39-OK M-1 4 125 E-ff E-4C H!ii[ M' ESR 41bo 114R.lof g 46111 N{ uphft=o W U08 OK SW & S61 730 .,5., pi—ge 1?o-OK LmmI Load— — I C.'eam ClImel Camn, Rely F* I I Beam I Pei, eve] ,.=,I L"it �am Moment p4armant Conme at 1 4 SIN) 138.0 Ir 24.0,1 7ob, 18;1 3,941 IL 4979 :W OK �o 24,500 1, 50 In 24,01, 1W b 25:G 1,91"' It goo 950 * tab OK 4.0 24 11, 61 64S` m —1-- T, U: : 70 it 41 Ui �#,io�ova 4o m�oo� to ,2 - w � � tla_ _9ynMm m x z 0 -n ;a m (J) cl) c -0 A mz (4;9 CD r, CD F" M -n r, 0 O Z z o ZA m X cn z 0 m > cn z n < M > m c;a r- 2 ox a r- r M > M z m r- a 0 0 FIVE STAR FIRE SYSTEMS, INC. ABSOULTE RECOM - CORP. OFFICES Soof VEST k FARLM ROAD 800 INDUSTRIAL BLVD. FORT NVORTH, T EXAS 76119 GRAPEVINE, TX 76051 PHONE (817) 435-8113 G-1, VV Em,,,g j, I,,, SCR - C - 1926920 EXISTING FIRE SPRINKLER PIPING PLAN �n� FP-01 I \ i�Tl �, 1. li l MI It.tl'IU\'I.Ll�lt l lf' \I1 l i`lI \l i— . v�.rsx- a1 ell„L.R as nv, rra rR. a; 'T a SUITE 300 FIRE PROTECTION GENERAL NOTES: .. .— . — .- -w -'— �, xmw (eau: mc. t = I DIMIGN AND INS IALIA 1,1 '019, 5T,\ND \RD Z. S STFM PrHEN CRITERIA JAR LE23.3.1 ESFI( SPRINALER (LAMS I('(IN ODI II P\1 R-I+.O DECR IRTI, FSPR ION SEALL BE IN A((ORDANLI. w11111I(, NI PA FIRE ('ODES \ND LUD CHA —LAMENTS. FOR NFW IT\CK STORAGE CE ILING ONLI TOR —GLE RCAN R\CK S PORANN 11171D OPT V MET I"RACNING PENDENT 50 PSI END TIE ID PRESSURE - - - - - 8 9 8 - -- _ 10 LO LO :; - - .----- to to o '� &R MANIMUM ROOF DFCN 30 M.ATERI AL BEING STORLD Pl. IN RA( RS ARE ENFRCIMF FI2(mSILNT- ,2"Ls, _ 10 L0 10 To LoW q u 10 J _ - Lnv - ��'I �? o to m W o. o o. y ,- Kea J Ell .,, FRI 11 FP2 ., ,.. ... FP2 '- FPS ,.. ,. 1„ FP2 rro d A RACK ELEVATION RACK ELEVATION g -- C RACK ELEVATION -1 0 m = EGRESS START 400' .EGRESS EGRESS PATH DISTANCEI 3 ems or zniyli L f Z 3 1 � 46'-4" 48' 0" 4 48'-0" 48, 0" 5 48'_0' 6 7 8 4 3' 0" 48' 0" 48 e- v y � n ME m SUITE 300-- i - SUITE 200 r 30,240 SFlf _ SUITE 400 _ —_ c p 25, 200 SF e a ''I ON UOUT - CDEMONT AREA ESFR NOTE o E S F R SYSTEMS EXISTING SYSTEM GENERAL NOTES: REQUIRE SleECAL CONSDERATON REGARDING PLACEMENT OF LOT ITNG DUCTWORK _ - _ ry v E '', -JJ- - PROCESSPINNG ELECTRCALCONDUT RUNS ETC HYDRAULIC FLOWS AND HEAD PLACEMENTS ARE VERY CRIECAL AND ARE ASSUMED TO TAKE PRECEDENCE PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES OR LOWERED FROM ROOF STRUCTURE DUE TO PENDENT DESIGN ONLY - AND REQUIRED I_DEFLECTOR DISTANCE FROM ROOF DECK ITS UNDERSTOOD THAT RECUIRED COORDINATION WITH ROOF STRUCTURE JOIST PANEL POINTSDUCTING LIGHTING AND OTHER PIPING WILL BE - -, " ACCOMPLISHED BETWEEN ESFR ,ROOF TO ACCOMMODATE REQUIRED SPRINKLER SPACING PROPER SPACING MUST ALSO BE MADE SPRINKLERS By THIS EQUIPMENT TO MEET REOUIREDCODES I' ___ .._..._ �I - I I