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HomeMy WebLinkAbout2100 Costa Del Mar Rd; ; CBC2017-0517; PermitPrint Date: 10/03/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2100 Costa Del Mar Rd BLDG-Commercial 2165900100 $0.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial Permit www.carlsbadca.gov Work Class: Tenant Improvement Lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Description: OMNI LA COSTA: INSTALL SEATING RISERS IN BALLROOM Owner: LC INVESTMENT 2010 LLC BUILDING PERMIT FEE ($0-$500) Total Fees: $65.00 Total Payments To Date: $65.00 Status: Applied: Issued: Fina led: Inspector: Balance Due: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Permit No: CBC2017-0517 Closed -Finaled 09/29/2017 09/29/2017 PB urn $0.00 $65.00 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIDSSUANCE: D PLANNiml D ENGINBERING Building Permit Application .,.~ .. 1~h~~~···~-~~Cf£2Ql.1 a .. m APPLICANT NAME 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov NERNAME 3120 Spanish Oak Drive ·c!TY -............ ·--··""' . ................................................ STATE----·--··--· ZIP .... ·-·-- li.U!Sil"l!':I Ml 48911 PHONE ........................ -............................ 5 ...... 1 ..... 1 .... --1 ...... 4 ...... 3 ..... -.. 1 ..... 11 ............ s .................................. , ................. -........ J17-394-29~1 ............. -+:.=:.-'."7'-~·---....... -....... .....,, ............... -..... i........ ..................... _ ... _______ ............... EMAIL jcleven@inprod1.1cticm.11et DESIGN PROFESSIONAL Daniel J. Clark 10091 Mosteller lane West Chester 513-851 .CITY ....... 45069 Workers' Compensation Declara;1on: I hereby affirm under penalty of pe,ju,y one of the following declarab'ons: 12] 1 have and will maintain a certificate of consent to self•insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. DI have and will maintain workers' compensation, 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: Insurance Co •. ___ ......... -------..... -...... Policy No,.. Expiration Date--------~ This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failureto secure workeni' compensation coverage is unlawful, and shall subject an employer to criminal penallles and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interestand attorney's fees. _te$ CONTRACTOR SIGNATURE DATE I hereby affirm that I am exempt from Contractor's License Law for the following reason: D ll] D I, as owner of the property or my employees with wages as iheir sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employdes, provided that such 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 did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section_. Business and Professions Code for this reason: 1. I personally plan lo provide the major labor and materials far construction or the proposed property improvement. QYes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 1irecl) tn,e fo!llow!!ng 1iersonsto provide the work Indicated (include name I address I phone I type of work): _te$ PROPERTY OWNER SIGNATURE DATE Ir Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes . No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I certify that I have read the application and state that the above infonnation is correct and that the infonnation on the plans is accurate. I agree to comptywith all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. .. OSHA: An OSHA pennit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every pennit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such pennit is not commenced witliin 180 days from the date of such permit or if the building or work authorized by suc;l1'pe\mtt is suspended or~J4tmed at any time after the work is commenced for a peliod of 180 days (Section 106.4.4 Uniform Building Code). . ~~ ~ 9/22/2017 ~ APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. UC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) . OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL/ FAX TO OTHER:----------------- ,HS APPLICANT'S SIGNATURE ASSOCIATED CB#------------ NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE ZIP Tenant Improvement Closed -Finaled Scheduled Date Actual Start Date Inspection Type Inspection No. 10/02/2017 October 03, 2017 BLDG-Final Inspection 036691-2017 Checklist Hern BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 09/29/2017 03/28/2018 6680 Inspection Status Passed Primary Inspector Paul Burnette 2100 Costa Del Mar Rd Carlsbad, CA 92009-6823 Reinspection No No No No No Complete Complete Page 1 of 1 Memorandum To: Jessica Cleven From: Jeff Reder Date: 9/28/2017 CRE Proj. #: 17.1310.74 Re: Broad Street'Konica CLA~KI RIDER ENGINEERING RECEIVED 29 CITY OF CARLSBAD BUILDING DIVISION Attached please find the stamped drawings and back up calculations for the platforms to be installed in Costa del Sol Ballroom at the La Costa Resort and Spa located in Carlsbad, CA. Clark Reder Engineering Inc. deems that the drawings and calculations meet the structural requirements of the 2016 California Building Code. Please do not hesitate to contact our office should you have any questions. Clark-Reder Engineering, Inc l 0091 Mosteller Lane Cincinnati, OH 45069 ® Aiuminum * American institute of Stee! C R Steei Construction Manual 14th Edition Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com ® American rin,ri,::,,"""' 7-iO 7-1 Loads for and Other Structures" * Loads on Structures Construction" ® Structures Used for Tecfmicai Production of Outdoor Entertainment Events" * ANS! E 1.2-2012 "Manufacture and Use of Aluminum Trusses and Towers" * ICC and and Grandstancis" Clark Reder Inc, has reviewed the ""''"''''" have been manufactured Structures wm be instatled for less than 1 week. Project: StageRight CRE Project#: and l of 2 SGA for this event The decks anc are included for review. Engineer:JMR 7/4/2016 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 CL DER ENGINEERiNG of deck: 125-lbf wt deck:= = 3. 906· psf 4•fl 8· ft i;ve load: wtLL := 100· psf rnoveable seats and wsway _parallel:= 24· plf to wsway_pcrp:= IO·plf The decks are manufactured sheets are attached. The decks are "''-""'-l"'a The decks have an a!lowab!e load the loads. Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com of 125 The cut Tr,e understructure is the ME-1000. is rated for an aliowab!e load of 125 The frame is braced in a!! four cfaectlons with 2" aluminum OU"G\.j\AOCG l0 the loads, is manufactured by SGA and has berm loaded tested. The meets the 200 as well as the 50 plf The documentation of the load test is attached. The stafrs are self Project: StageRight CRE Project #: stairs manufactured 2 of 2 concentrated load Engineer:JMR 7/4/2016 I All Purpose Deck I (M Product Sh~et l-'TC '.:Ii: ... Ma,or Ev!nt, & Sra9 ng Get superb rigidity and sound absorption in this lightweight deck. Give your performers the added confidence that comes from SlageRight Decks. Made of high-strength outer layers bonded lo a honeycomb core. the Decks are so rigid that performers th r k they're on the permanent floor. And they're remarkably quiet, too. The honeycomb core absorbs resonance to reduce the "drumhead" effect that can detract from a performance. Lightweight construct1011 means added safety for your crews. The decks are reversible, giving you a choice for each event and doubling their wear life. And the decks are tr terc.hangeable on various StageRight support systems. allowing you to stage nearly any type of indoor event. STAGERIGHT I I I I I All Purpose Deck "' Features"°'' u.,lt.'I .. Rigid, Durable Construction . f t~ei Ii~ ;~u [!'~ ·rv ,,inC () -~~ 10~n"l Pidh~r-ni ... -- • ~d,e setur, t,m, b1 '1J1 ,oumu" or w;p-11d111~ D~ck; between ur,.h~rstru, *iJr~,. · :.J,t on vou 1r:+iul mve::Jmen! be<.d~e you :i!1 inte .. 1dnqe v, .. sdnu: d,), ~s vn \l·;:i11ou!. ~uvoo1 t sv .:ikins to bt!~t ~lilt the ~-.;-rr Honeyco~~ ~-or~ • , ,1 '•-rJ; m,,1,, ,:d;,,v :na11,s to their i911ter Wfl91>l r,.irtl,lrea to;, !.0110-vl,e p:atlonn or cornp,raole ,·re11<;:hl · £111,•v a performdnc,• Ir~,, of undl'S•raok resona11Le and the , •• ,ntoeaJ" ot fr.1t•t 'IQi;e Reversible C'.o· e Ir.mi.,,,, pe,rorm,nrP ,ur!ac•~ tot.:: ,u,t yQu f,.?n. • R•rj,Jce ma,nltnan,,' co<ti lr1 -11~,t1vtlv douMmq the n•dr is ~, tte d€C{ • Sa,f •,n y£JLr 1n1ti.11 in,e;lrrlfnt. ,"(lrr,p,irec! t,, purchdSl!lQ and sltr;ng ~. pa• at• w<lfms A~';'!."!_lnum ~~glng ____________ • ___ _ ' ~ J\'t tim:. by CUIC.:kly t•·ti:,ct11nq a(Ct'~S.Oflt'S $Ut'h a5 skirtinq, chJ;·s!oos a,ltl '1610c osurc µarc's • RdU,f rra ntenai"e c,,,t,, dS th,· tough, alm,lt·alloy ccmi•o~1: ~m a:h1 anorti?t:J tnld1 resist ddmaoe Molded Corners · ,,n• !I 'OOdit1on :ha11,s I~ 1mrstl '\'Sl~tan<~ of ,n1e1t1rnrmoldelt-D(llvcaroona:e • Opcrdte \afe:~ as ·.rnooth r,ornm ~lim1nale ,ha1p mHal ~rlij~S · Sa,e selu1• t,m• be,ause the decks ,;,1qo them~elves as they •as!er 'le , 'r3I' >e,,~r nod-, of the supeort s,sten1 V_ar~~us Surf_ace oettons • 4' x 8' All Purpose Deck f.~!~:,.~ 11 •• OE:,CRIPTION ................... WT<LB., 648ANl1 Poly Trac Black. Both Sides 112 648ANIZ PolyTrac Black/TechSti(Je ,095" Blatk 122 648AN10 PolyTrac Black/Carpet Gray !ZS 648ANZ2 TechStaqe ,095" Black, Both Sides 132 648AN20 TechStaqe .095" Biaek/Carpet Gray 112 648AN33 FR TechStil<Je .095" Black, Both S~s 122 648AN30 FR TechStage .095" Btacl\/Ca~t Grav 125 4' x 6' All Purpose Deck PARTS 11 •.. 0LSCRIPTION ....................... w T.ILB.) 646ANlt PoivTrac Black, Botti SKIH 8,4 646AN12 PolyTrac Black/lechStage .095" Black 90 646AN10 PofvTrac Black/Carpet Grav 94 646AN22 TtthStaQt .095" Black. Both Sides 93 646AN20 TechStage .095" Black/Carpet Gray 96 4' x 4' All Purpose Deck PARTS, II ___ DESCRIPTION _ ................... W.T. tLB.l 644AN1t Polylrac Black, Both Sll1es 56 644AN12 PolyTrac Black/Te<:hSlage ,095" Black 61 644ANIO PolyTrac Black/Carpet Gray 62 644ANZ2 TtthStage .095" Black. Both Sides 66 644AN20 TediStage .095" Black/Carpet Gray 56 644AN33 FR Te<:hStage .095" Black, Both Sides 66 Custom sizes are avdable upon request ronS00.438 4499 ON M" 1//W~ 1,l 9.,n Function tek ~nil be porlobl~ d0d rrov1de a ;,,u,IJlQ ··11 f.;·, t 1r d f 0i"tt;lf d mcoor t1tertb \wt1en .... ~din ,or1Jrd101, w,:n. ,wa int-rch,!noeaM, ~n, ,·,v,ous ~tag ·R·Q, I SDpp(lrtS Construction Di'<~ shall t• d ld.111,,r< of~, jlt •ren~th o.iter ~,e". t>~n,Jl'\I to ,1 hon~)r.omb ,-ore of r,q1ct t, and m;nl w•10M Dec>. shall bt' a 32"-111d1 ,,,,m11Jlt' c~mpos;le ccrstru, t...i cf ;teno!•dredted c•I u o;e hori~ycomb te\v.ee, 1, sohct-core fir pl,wo,>d, f·o,~ edr,es ·.ha I he dostd w,th J 6005-15 dluminorr, ,'}lru;1on lhJl ,s ciCJf' et,hed Sd' • a~:i.l'Zed torner 'EU '.Y.cen~nt shall be ~><1~e ,r h!gts mp.ct 1r.1e.-t1~r.-rnolded p0t,-:drbr;0<1[e Cornl!rs neck ~hJil dtlacr by molded corn•r rerep\J(les lo ,,;, Sr , cnt; Jp,,,,rt; wl!hQ • i,\Cls r.131·,µ, ,,r cl11,; Reversible !J«• <hdll be nn,she1 or, hctll s.:k, to pro,.1oe a cho>,~ 01 fJces and rncrr,,1, !'d w,,Jr life Quality v~rk a\ manulartured by Slaq~R ;t,• Co1p,,r~: (>r. tad,1res, belo.•J Custom Options D~,: also 3,a'IJil'e n 'U,u)m silt-S. iurface< and shap•1 [dqmq fin ,h ,.:th bd~<:t!-on flkl''t" ll'ack ccat,n,i, Pl!rformancl! (ert1f e1 urulonr, i o,s:nbuleo h!"IOJd ar,mty ti ,!,)00 IJ','llM, re' 4' x 6 s~ctlon ,12:, p,,u,d; per s~uare fooll. Patl!nts :4, i38, 60,4, 1<.81\915 11<! ll-13.7Q~ ~.u..r!~~e Op_tt~'!s ~ ~:~:;_ ~"~n. ~ fe!i!. _ ........ __ . PolyTrac A bl•·, s 1p-resi;ta.1t W,,p,or,, e~~, ~oeal :a: schools, l•Qht-~L'r hosr1t,iiity a•1<J pubic e,ent1 ,!JrJin~,J 'Carpet Cemme,oal-~raJ• P<)rycle',n in a ?oy. Ott,~r r.c or~ O' usto•r types bv s1w,1ai o·,,er. ,J<•11or l•td• ta~le r,sers, 'l(,ea~ nq pldllor;rs l l TechStaqe fiti~rgla<, ~hffhoo w,th ~3ci! tdure: ~ur race, £>,e11ent wear hie dn~ lmpJct IP.sl1tanl Olhe, tclor, ava•laNe hysp.cial order i0,0% tt· cf. for pe•INm~1ce ,t~qinq.) 3' x 8' All Purpose Deck PARTS ll ___ DLSCRIPTION ........... , _ ••••• WT .<LB.) 638ANII Poly Trac Black, Both Sides 86 638ANtZ Potylrac Black/TechStage .095" Black 93 638AN10 Poly Tm Black/Carpet Grav 96 638AN22 TechSta9e .095" Black, Both Sides 100 638AN20 TP<hStaqe .095 .. Black/Carpet Gray 86 638AN33 FR TKhStaqe 095" Black, Bo1h Sides too 3' x 6' All Purpose Deck PARTS# ••• DESCRIPTION ...................... W.T _'LB) 636AN11 PolyTrac Black, Both Sides 63 636AN12 Potylrac Black/TechStage .095" Black 68 636AN10 PolvTrac Black/Carpel Gray 70 636AN22 TechStaqe 095" Black, Both Sides 74 636AN2D TechStage 095" Black/Carpet Gray 74 Side View Top View 32" <.08m) I -d) l . .- ~---------------~· _,_ ---8' (2.44ml --- Laminated honeycomb-core construction Is rigid yet light weight Conical Locator Nodes With SlaacR1qht, un1quP conical lctotor ncc,•s decltl can be u,e.J oo s,,,crJI support syslen· ,r, vanous CQnt1our.i:1ons lhe<e drawings 1tpresent a tew 'oca:or pla'.e \.lmptt, ' ) •'it ... , ' < i ' ,. STAGERIGHT 4~ P' NE R PARKWAY .AR I I ME-1000 Support System Product Sh•et (J, ,· !I: t.1a1or Event, & s•a·J,ng - This sturdy bridging deck system uses fewer supports to save you time and labor. Solid, yet simple. The ME·IOOO Support System is the original "bridging deck performance staging, which uses 'ewer supports. Tl1is allows you lo slash setup and leveling time. while giving vour users a sturdy, rock-sold perrormance platform. Each column of this stage understructure supports up to four adjoining decks. The tapered locator nodes at the top of each column align the decks during assembly and automaticall', connect stage sections without extra parts or tools. Its compact storage size saves room. and ,ts modular t1esign gives you the flex1b1ilty to configure your staging in various sizes and shapes STAGE RIGHT . ., .... , ~~ -. .,·:ts.~ I I I I ME-1000 Support System SJ~res ~-o-~e~~~ly __ • ________ • ______ •• ____ _ · llst.c --irn1,dl s:or~qe s.pact; l0or ")J Ttple suppcrb ;ore .!T :x bO. ltJ~·· ;t, re a 0.: 'II rf let: o_ec_ks B~ld?~_ Between S_u~port -~~~4:'!'!>!1!~ .• _. · Sal" ti i\i '~ ~, ~ 1p1 ts c.1 ancPeaf doAn • Greatlv wJuce it',<lmg time w1:;, 1$% ff',\ff E·le!nl'r:~ 1n cont,1"1 with the floor. · 'hn.mr;e your w:ial rn,cstm•-,t a~d sto·ac;e spct recu:remer:s ~ecau\e 'eiie! sunport< arP •ea111red. · Ut1lt;e ~1,wr;ricnt. m~bslruo,d s:~nr,~ ,ract' bsrralh the ,,taqr, Retractable Locator Assembly. __ •••••••••• _ · ;.i,t s,lu1 t;m .. b-n<,tirq one to lour Dec< corne.·s at a 1mQle s-ipport ,vluinn ino llldtt•·r hhdt the stJOi' cvnfigur atKln) • 5a,. setup t me w:;d~e the Deth a.-,,m ,,1c.;lJy ;,>19n Jnd .~e ,taqe sr:c1cns are ,,,ito·nat.u1 ly corn ded dS the Dec~, faster on the ,01,1CJI hxdtor nod"s • E.Hm ~ ~'e time ~p .. r f '1Q end ,asser::blmg lr..,vs..-parb. Modular Assemblies -------------------·-----·--------------• Conftriure ·;a9irg va'r~u; s;zes :,no sh,1pe·, hr 01·,er•.r e\1:nts. · As;•mb.e ;ildt'orm, to 1urctir,n ,n urusudl s1:u.1l1on, _s_n_ai>:-Lock ~~a_c_e:i • Sa,e t,mP di t, ";!O' ,t, I 11d <l·J~•,a.11 braces dlta< ~ and det,Kh .. uh.t1; :n<J witt-Ol.t tv:... s • ?erfo, 1l (, s~o~!t f,.v ,ll-'· t't' p1ilttl~m .. Aluminum Construction • Har.di· tt,e ·iUer .r.·"·' s· :t>1 · ,ore ""Sl11 l~an a s'.erl .vsrem • Red.J<P. m,i;ntenance tc•.ts a, the h,uqh. a:r·cratr·allov tomp<.(.1liur, d10 tT'(: s1.ratch·=e~'star:t. bt'f,:td on f1m~1 ff'Jist cam-1t1 Qulck·Set H!'lght ~!'lector • 5~1ed stau, he19hb •n l' 11·.r--mtrt· Jnd 1eft'1f11t~ nvm,nJI helghll Q'Jtt~!f er, Inner le9s. • Ensure Ji,hlmuni secur::V WJlh lame 5/8" dlarn~tei • ttQM adju;tment p1;1. Adjustable Screw Feet_ ••• _ •• _______ ._ •• __ _ · Co"'r "1Satr for ~ne>"t'O ll00ts w.,n ·,ve mch.-s or easv, line- adiustment :evel,ng. · Save nld,nt~n-nce coils bPcau:.~ tou~h ,j4 Acm,..tnread mew resi•.ts da,na~e (rorrNrM to ~,rica• ·v tnreads • i'rotect lloJr wrtares with surl'"qrrp 2 1,s· d1a-neter m e.:tro· qrad• orethi!1c pedS ME·1000AS Support System, Arena Style, (Decks Sold Separately). PARTS II DESCRIPTIONW.T. (LB.) SHIPPING DIM 3i4210 ·--·• 24"-36"' ' • 72 ••-•• 110" X 48" X 6" adjustable height 314212 32"-48.. 79 no• x 48" x 6" adJustable height 314215 36"-56" 86 110" X 48" X 6" ,idjus.table height 314220 48"-78"' 108 110" X 48" X 6" 314225 adjustable herght 72 .. -108" adiustable height 140 • Custom sizes are available upon re,quest 142" X 48" X6" •=,.,, 800 438.4499 "'' •i.cww"N.ttaoer Qht c "' Tecliruc111 Spcciflcat o s Function :taq.nq ;up;icrl sr. r•iTI !.hall~ eaw tc ~d u;, rJ ~tore ,md <~dll pro-,,di' "\!ablr,. wot;t:.,-:r•e wiaea~mctuze ?w' ~ w de var'.rt1 or .. \· .. nt and cl~:•etrM ne~ct~ Storage 5ur.r>erts ,lld star• CQn,pacuy itJr -,a:nple. ;Jr-ra"· lor a ~O • 60 stag~ -~ell :tore in~ square leet) Setup. ,poort svstem sr.a I be a:sen:oled ~,lhc,,t tools by ,is r~\\ .1\ l L' Pt'('P~t>. Locator Nodes Cor.:tal no.de; on r•·r~ttatl• 'oca:01 Js,emtlie. .Iha'! aciae one. twc>. l 1ff< or lv1ir ~'.dq,o qr.I Dec•hl rnto locati,,n a,,d pr,,per ahqtun!.'f>I on a smg·e supr,1;1 t cohrnn. l'l:th,'Jul too.s. cldmrs 01 sepnl, p·oces,ts. Decks ,/\dll fa,•tn 111 ~ta:e a•1d staq~ sed,ori, terloc•c Bridging Allern.itinq se,lt0t1s of ;t.;qcll(J tbct~ 'rool-to-oa , ~od s•df.""to-,1,1e1 shail ,,e compw'II ol De.:ki tnal suspend. or t,•1ct9e·. be:v.~~11 ;uppo•t a,1~mblie., Adjustable Height nelghl ,h.rl ~d u<l rn rr.tremer.t\ ol 2" r.it11')1Jl tools. ~J1ustments shall be extcut~c lrom a st,1d,ng posit100 bV rd1s,nr1 or :owe11n9 the wr•po•t\ 111ner ce;1umn. Construction V~rtic~l ,olurnrs sr,,1!1 ce 2 I IP$ al~rr.mum p t>,> T~,f~r,pir. ,r,ner lt>qs sr.a,1 ll" Z" IPS alurnrmnn ptp~ Honwnlal and d1a.1ooa1 hmes ',hd'I t, .. t 00 • ., urn1ou1n hoUo"' bdf Ho, ,,ontal and d'aJonal bra,.cs shall attach to ·ra'llf, by self·for,,nc hoois tt,.,t »rit11,1<: n.·ar<y 70% ~I tut• and r~uir~ monual r •lease tsee rllvst'at,on al riot.ti Retrat!.1ble locator as1~moly bodrcs ~hail bf ma:~ of 60~1-16 <1'1m11rum ~xtrus1M1 Tt,r, Ive ,tor tlll,1~, ,h;,11 h,WP a r· il.ise d1dni.•t•r and h• 11'1dde 01 n,:;'r,t •n,th nvlon. ,,cept the center 'lOde r~errNnentlv mocnted to the Inner l\'ill sha I tie IP ,de,,; OKIZ15 Sleet. nel~lil ~t,111 d1JU,l n increm~nls ol r "ithout tools. ~ sere,., foot at th .. base,,, ,arh torumn shJ!I proV1de a 5 .. range of fine aJ;u;tment lev€!ir.~ Each screw lo.it 1t>Jfl t av• a t!•,mMer ,,1 no ff. lhan J~· and have :inc·plated Acm~ th ea'-Th~ bottom oi t~e toot shall~ molded crethJne no le<; lhan l i e·,n d'<lmet~r. Options Suppcrt meninhes ,N'I ~ •• ~ dn a,JMt;bl~ ~1Qht ra1Je ot ~4"-36." 3z-·-(8° Jo·-~· ·16 -rs: o: 78"·!08"· ;,\r~ra '.ty, OllliJ Oliler St?es l•Vlpeclal order Performance Certified. uniformlv distributed li,e-l0dd cdpat t, 01 4000 poood1 per 4" • 8" secli n 0!5 pound1 per <;qlllt~I, tl. Patents .~36.(>0-l. H845.915. ~~-~jJ792 Re,racted foot I -- ME•1000AT Support System, All-Ter- rain Style, (Decks Sold Separately). PARTS_II ___ OESC'RIPTIONW T._(LB) ____ SHIPPING DIM . 314410 24"·36" 72 110'' X 48" X 6" ad1ustablt height 32"'•48" 79 110" X 48" X 6" adjustablt hetQht 314415 36"-56" u 110" X 48" X 6" adJustablt height 314420 48"-78" 108 110'' X 48'' X 6" ad1ustable height 0(, End View A'-8" ...----j Self·Locklng Hooks Tap View &'\:; ______________________ : ________ ~ l 8' (2.44ml ---~ All-Terrain Style Arena Style .A.r",W(.h~'· I",~ C:f'l'WC:"_."i:?t,I!, )iAh ~i; ~ud Lrr.111Hnd "OOt•rt h ds A; -let r.;,n ~t)• lor <111 t311dbl• ..:trtcur; ;r unt:vtr. ~1..i1,att'- -~ f:-= :; ::' ~----- I l STAGERIGHT 495 Fl -. ~· ··-~ '··-·_ ' --'.; a . L 2'-5' 3'-6" 3'-11" ~l'-3 112· . 8 r · ... 1 · -.. "' _ _..;;,.,,;_. .. ,.:....;, ;-,_ / ;:: ': \~ '·, .. _•,..~· 3'-7 1/2' 2'-5"' 3'-6' 3'-11"' cl eek ' ' ~._ .. _.., ___ __:,... :.__···~----._. '·-...-~· .-.. :-..... g . l. a.. 2'-5" 3'-6' ~ ~--------6'-8 1/2" --------~ L t '1 " . 8 ') I) I) .. I ---~ ;) -~ .. ) ~ Mr. Ken Staten Stageright Corporation 495 Holley Drive P.O. Box208 Clare, MI 48617 RE: GUARDRAIL TEST REPORT W AK PROJECT NO. 00-238-217 Dear Ken: William A. Kibbe &. Associates, Inc. Engineers • Architects • Consultants May 2, 2000 This letter is a summary of the load tests performed on the gripper type guardrail assemblies which you manufacturer. The tests were performed on Wednesday, April 6, 2000. Mr. John Snyder, P.E. reviewed the tests for W AK. There were six (6) standard guardrail assemblies tested. They were: 1) 4 '-0 long standard gripper style guardrail. 2) 6' -0 long standard gripper style guardrail. 3) 8'-0 long standard gripper style guardrail. 4) 4'-0 long ADA gripper style guardrail. 5) 6' -0 long ADA gripper style guardrail. 6) 8' -0 long ADA gripper style guardrail. One additional test was also performed on a custom 8'-0 long ,ADA guardrail with three gripper assemblies. Two load tests were performed on each style of standard guardrail tested. In the first test the load was applied in the middle of the rail. In the second test, the load was applied at the end of the rail. Loads in both tests were applied in an outward direction. The test procedures used were similar to procedures recommended in ASTM E 935.93· "Structural Test Methods for Performance of Permanent Metal Railing Systems and Rails for Buildings." In all tests, a concentrated load was applied using a hydraulic ram attached to a load c;ell. The rails were loaded first to 100 lbs. then the loaq was released. Loads were then applied to the rail in increments of 50 lbs. The load was released following each increment. Each rail assembly was loaded to a point where permanent visible damage occurred and/or deflection was determined to be unacceptable. 1475 S. Washington Ave.· Saginaw. Ml 48601 • 517-752-5000 • Fax 517-752-5002 Based upon the test results, it is our opinion all the guardrail assemblies tested can structurally support a concentrated horizontal load of 200 lbs. at any location. The more critical case is when the Load is applied at the end of the rail because there is less load sharing between the gripper assemblies and vertical posts. All of the rail assemblies supported higher loads but deflections were excessive. It was quite evident the ADA style rail performed better than the standard rail when the load was applied at the center of the rail. Also the load test on the custom 8' -0 ADA rail indicated that deflection can be significantly reduced in the longer rails when a third gripper assembly is added. Based upon our review of the test results, we have concluded the following: 1. All rails tested can satisfactorily support a concentrated load of200 lbs. at any point. 2. The 4' -0 long standard and AD A rails can support a concentrated load of 300 lbs. at any point. It was very obvious that the attachment of the deck with the gripper assembly is the most critical part of the guardrail. Most of the rails sustained little permanent visible damage. If the assembly was damaged, it occurred in the top rail of the longer 8'-0 rails and the vertical pipe of the shortest 4 '-0 rails. Based upon our observations, we recommend using the 4' -0 long rails when a guardrail assembly is required to support concentrated load requirements higher than 200 lbs. and/or a uniform load of 50 pl£ Also, based upon the positive test results of the custom 8'-0 rail, we would suggest performing additional testing ofthis assembly. This assembly could offer an alternative to the shorter 4'-0 guardrails. Attached to this letter is a copy of the test results recorded by StageRight personnel and drawings for each standard rail assembly tested. Please review the above and call if you need additional assistance. Sincerely, "-""""'-~~~~IA~INC. John K. Snyder, P.E. •.·J .._ (\) Cl) O> (IJ a.. .. ~ 0 0 . (0 a a: I-r <.'.) 1-1 a: w <.'.) ~ 1--(/) .. >, CD +-' C (l) (/) , Load Applied 50 % start-up load Release 50 lbs .center Release 100 lbs center Release 150 lbs center Release 200 lbs center Release 250 tbs center Release 300 lbs center Release • 4-00 lbs center Release 500 lbs center Release 50 % start-up load Release 50 lbs at post Release 1 00 lbs at post Release 1 50 lbs al post Release 200 lbs at post Release 250 tbs at post Release 300 lbs at post Release 400 lbs at post Release 8'Sum 2.125 0.375 0.875 0.187 1.875 0.25 2.875 0.437 3.625 0.875 5 1.187 6 2.625 2.062 0.125 1 0.062 1.875 0.125 2.875 0.5 3.875 0.875 5.062 1.312 6 1.375 ---·-·····-~--··-.... , . Guardrail Test Measured deflection in inches at load indicated 6'Stan 4' Stan 8'ADA 2.125 1.5 1.125 0.187 0.125 0.125 0.875 0.625 0.5 0.062 0.032 0 .1.562 1.5 1.125 0.125 0.125 0.062 2.375 2.312 2 0.375 0.312 0.375 3.187 3.25 2.875 0.562 0.75 0.625 4.25 4.125 3.625 0.875 1 0.875 5.5 4.875 4.187 1.25 1.375 1.062 5.625 2.437 2.125 1.25 2.75 0.5 0.25 1.125 0.875 0.625 0.875 0 0 0.062 1.625 1.25 1.75 0.125 0.125 0.25 2.625 2.187 2.375 0.5 0.375 0.526 3.625 3.312 3.125 0.875 0.625 0.75 4.375 4.5 3.75 1.062 1 0.75 5.125 5.75 4.375 1.125 1.125 0.875 .... G'ADA 4'ADA 1.312 1 0.187 0.187 0.625 0.75 0 0.125 1.125 1.437 0.125 0.187 1.75 1.675 0.312 0.312 2.562 2.5 0.625 0.5 3.375 2.875 1 0.625 4 3.375 1.125 0.937 5.375 4.537 1.5 1.312 1.375 1.5 0.375 0.312 0.5 0.625 0.062 0 1.062 1.625 0.062 0.125 2.312 3 0.375 0.75 3.125 4 0.875 1.062 3.937 4.625 1.25 1.25 4.875 5.375 1.75 1.375 6.125 1.75 415/00 8' ADA 3 Grippers 0.562 0.062 0.25 0 o.s· 0 0.875 0.125 1.375 0.375 1.875 0.625 2.437 0.75 3.187 1 3.875 1.125 1,•1 !SJ l'S) 0. IT£ ·PART# DESCRIPTION QTY 100144 D[CAL.,STAG£RIGHT PA TE:NT 2. 100771D GUARDRAIL; UP-GRIP DIPPE:D 2 3 100772D GUARDRAIL, DO'v/N-GRIP DIPPE: 2 4 101760 GUARDRAIL,8'x 42' BODY ASY 5 104346 GUARDRAIL UNIV HANDL[ ASY 2 0 C) C) 6 800149 ROLL PIN, 1/4 X 1-3/4 2 (\J 7 800209 ROLL PIN, 7/32 X 1-314 2 i:::. <:( 8 800337 'v/ASH£R, 1/2' ZC 9 800368 'v/ASH£R,1/2ID X 1/16 PVC 2 l.) ~ 2 ::,.., s.: Cl a. E:: 0 l.) V) -~ +> (lJ 94.00 [94] i +> <:( r /. ' tr\ l (lJ 0) ·o 0::: " s.: 0 +> 42.00 [42) Cl l 0 a. l 0 l.) +> '---i __./ .c .Ql 8 C ~ ' ;, ~· ·~i> 0::: (lJ 0) Cl I I +> V) (lJ t ..-----------to 0 C) NEXT LOCATION 0 WELDING • SHIPPING (\J 0 PAINT LINE O PLANT 2 +> D ASSEHBL y D .c ~~=-s--T-A--G_E __ R_I_G __ H __ T-,--ro-W?AM __ C_f_ll_WLESS ___ o_m_'Ell_l~-f-M_O_~_v-r-~-~-.---,--------------------,--Fu-rll--------r~~;"!""""----~R~V~/~J~OM~S~------~D~A~TE ...... ~B~Y~...,,EC~N~--.... }'1-~--~-Dro.--wi-n.g--,-1-~ ..., FRACTIONAL J/!J2 .· J PLACE DEC. t.005 WAS 103163 9128/00 MJP 00·075 ).-, 4~·-ff-~ 2PLAUEJ§ A~M ±r~------------~~----~~----------~-~--~---~320503 a.o ___ cL_A...,RE,;..' ,..111_4_8_61_7...,,,..-..-4 Ill {Xlf&/S/(l/f$ /I/ !HCHfS IN.ES$ OTIIE!ilYISE $/'EC/FIE/) r-Fu.-1 Namo: Det" o-,..,, Br: SCALE: HKD Br: CHECK EVERY /0™ PART ,.. '"'.-,. r-A r-,, ,... L ., , ~ "na ,a? Custom Pa.rt H l.) ,;,,; ... To: Wayne Saupe From: John S. York, Jr. Date: 04/16/04 Re: SR Project #R15510 -Stair Certification The stair design intended for StageRight Project #R15510 detailed on StageRight Dwg. #R15510-A1 meets applicable standards set forth in the International Building Code{2000). These include minimum requirements for stair tread run of 11 inches. Minimum stair tread rise of 4 inches or a maximum rise of 7 inches as dictated by application. Stair width will not be less than 36 inches when occupant loads are less than 50. Individual stair tread loads have been designed to meet IBC requirements including a uniform load of 100 pounds per square foot and a non-simultaneous 300 pound concentrated load on an area of 4 square inches. Handrails meet dimensional and loading requirements including 50 plf and a non-simultaneous 200 pound concentrated load. If you have any questions, please feel free to contact me on extension 368. Attachment Engineering Manager 49$ P!ONHR ;::.:.P.f-.;.c.. -~-(-~~-~.' ~--!~-~:!·~-~.~-··/;~·~·~-?-__ 1_ __ --~--· ---------------·--- tel 989-386·7393 fax 989-386·3500 toll-free 800·438-4499 email info@stageright.com www.stageright.com __ J _J ___ I -J I• 36.00] 3'-4!" [40.50} 3· [ T READ f oT,1 !I 0T;1 n· ... \ a.o.1 ' \ { •J .. ,., t. .. STAIR STEP (UNPAINTED ALUMINUM FRAME WITH PLYWOOD/ABS SURFACE AND ALUMINUM NOSING) BOLTED THRU SLEEVE IN STRINGER PLAN VIEW Iii)" (i!) I ,,. ,, iiil : " 1---------6'-1ot· [82.17] ----------1 4.' [48.00} UPPER CLOSURE PANEL (UNPAINTED ALUMINUM) CUPS ON CLOSURE PANEL TO ATTACH TO DECK ST AIR STRINGER (UNPAINTED ALUMINUM TUBE 2·xa·x!") SLEEVED FOR TREADS AND GRIPPERS SEE DETAIL "A" 2'-7" [31.00] INSIDE OF HANDRAILS _J 3'-1" [37 .00] UARDRAIL INSIDE OF G I Al EX TENDS OUT i GRIPPER ASSY. WITH F. ATTACH ~ DIMENSION OF j"0 HOL BOTTOM SIDE OF HAN[ ONLY, TYP. BOTH END! 6" [6.00] TYP. 4' SIDE ELEVATION CLOSURE PANEL (UNPAINTED ALUMINUM) NO CLOSURE BEHIND TOP TREAD . 00] 0 \ . \_ . STAJR ~TEP (UNPAINTED ALUMINUM FRAME WITH FLYWOODIABS SURFACE AND AtUMtNUM t{OSING) 80L TEO THRU SLEEVE IN SH!INGER ?LAN VIEW . 1--------b'·JOt· [82.17) --------! UPFER CLOSURE PANEL (UNl'AINTEO ALUMINUM) CLIPS ON CLOSURE PANEL 10 ATTACH TO DECK -._) STAIR STRINGE/l (UNPAINTED ,\LUMINUM TUBE 2'xS'x !') SLEE'iED FOR rREA.DS /IND GRIPPERS J SEE DETAIL 'A' ./ I 2'-7' [~I -0-0J INSIDE OF HANDRAILS _J .\'•I' {37 .00) ARORA!l JNSIPE OF GU I STRINGER SLE€\/F. ALU/·11NUM BAR t'Ox2.$' LONG WffH ±, '0 HOLE THRU EA TENDS our t" BOTH SID2S OF STRiNGER GRIPPER ASSY. \MINTED BLACn Wlll-1 F,\SP1HIC/l!lU: FOR ATTACHING TO STRINGER DIMENSION OF -\'0 HOLE BOTTOM SIDE OF HANDRAIL ONLY, TYP SOTH ENDS 3'-b' [4200] 6' {6 QOJ HP 4' SIDE ELEVATION '-CLOSURE PANEL (UNPAINTED AUJMltlUM) 1'0 ClQSURE BEIIINO TO• TREAD STAfR fl'iEAO ASSY DETAIL 'A" 2X SCALF. STFIINGER nieE ALUMINUM 2'XS'x {' STEEL GUN!ORAIL (l'Al!HEO BlACK) SLIOE THR\! TOP & BOTTOM WALLS OF STRINGEP. F'ASP!N THRU STRlNGER AND GUARDRAIL . UNDER TREAOS. l __ STEEL HANO?.AIL (?AINTEO 9LACK) BOL TEO TO GUARDRAIL WITH i' SOLT (2 FER HANDRAIL} ~ "' "' ~ ;:: s ,,.,,, m 3-9-04 +> .,,....,,,, -C CES ,g = '-NONE ~ -,.,,,.;-8 Rl5S1C-A/ 0