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Home My WebLink About2180 RUTHERFORD RD; INSPECT; CB980400; PermitADDITIONAL SPECIAL INSPECTIONS & COMPLIANCE LETTERS I FOR CB980400 2180 RUTHERFORD RD SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160-0627 619-280-4321, FAX 619-280-4717 July 6, 1999 Callaway Golf 2285 Rutherford Rd. Carlsbad, California 92008 SCS&T 9812171 Report No. 6 Reference: Callaway Golf Ball Facility, 2180 Rutherford Road, Carlsbad, California, Permit Numbers: 98_-:1681,_9_8-2780, 98-3424, 98-3780, 98-400, and 99-28. Subject: Verification of Special Inspection Ladies/Gentlemen: Special Inspections of Epoxy Anchors, Expansion Anchors, High Strength Bolting, Reinforced Concete, Ultrasonic Testing, and Welding were performed at the referenced project by Inspectors employed by Southern California Soil & Testing, Inc. as detailed in Special Inspection Reports No. 1 through 50. To the best of my knowledge, the work requiring special inspection was performed in conformance with the approved plans and specifications, changes there to, and the applicable ~orkmanship provisions of the Uniform Building Code. We appreciate the opportunity to provide our Special Inspection services. Respectfully submitted; SOUTHERN CALIFORNIA SOIL & TESTING, INC. George A. Gavit, R.C.E. #56564 GAG:HBH:hbh cc: (2) Callaway Golf (1) Nielson Dillingham Construction (1) Smith Consulting Architect (1) City of Carlsbad • • • 07/16/1999 17:36 6164531832 LANCO ENV PRODUCTS PAGE 02 .. -July l6~ 1999 Mike Majors Callaway Golf 2285 Rutherford Road Dept #12185 Carlsbad1 CA 92008-88'15 Dear Mr. Majors: The following is supplied per your request for infonnation. Watedink Lanco Environmental Products has supplied the electrical components in question under your Purchase Order number 4500015282. It i~ our practice to include whenever practicable, components with UL listing and construction to the applfoable codes. The equipment has been inspected and acc~pted by your representative. We trust this is to your satisfaction. lf°you should have additional questions or comments, please contact us at your earliest convenience. · Sincerely, WATERffNK, INC.I SEPARATIONS DIVISION cAt t\~ . . Al Raasch Projects Manager (Lanco Environmental Products) S•paratlons Division -------~~--~---·-. -~-----~----- ,4315 3 • Mlle Rd, NW, Grand Rapids, Ml 49544 USA• Phone: (616) 791-9100 • Fax: (616) 453-1832 www.lonco-onllne.com • E-mail: Janco@woterllnk.com SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160-0627 619-280-4321, FAX 619-280-4717 August T2, 1998 Callaway Golf 2285 Rutherford Road Carlsbad, CA 92008 Attention: Reference: Mr. Andrew Gracey Callaway Golf Ball Facility, Carlsbad, CA; Building Permit #98-4Q0 SCS&T 9812171 Report No. 3 Subject: Testing of ASTM A325 High Strength Bolts and ASTM A563 Nuts Ladies/Gentlemen: In accordance with your request, Southern California Soil & Testing, Inc. has performed conformance testing of bolt assemblies in accordance with ASTM F606-90. The bolt assemblies were sampled July 29, 1998 from the referenced project site, including bolts and nuts. In accordance with ASTM F606, Section 3.3, products which are too short for tension testing (less than 3-diamet~rs in length) may be accepted based on hardness testing only. The tested samples were found to comply with.the requirements of ASTM A325 and A563. The results of the hardness and·tensi.Ie testing are provided in the attached Table A We appreciate the opportunity to provide our Materials Testing services. Respectfully Submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. ~~~ Michael B. Wheeler, R.C.E. #45358 11:BW:clb cc: (1) Callaway Golf ., .. •. -· (I) Nielsen Dillingham (1) · Smith Consulting Architect .·(1).Gity of Carlsbad·_ · ... : .. ; .. : ·-·· : r, •. • ' . - SCS~T 9812171 August 12, 1998 TABLE A: CALLA WAY GOLF BALL FACILITY TENSiLE TEST RESULTS tot W6191G '' Sample Description, Rockwell c Hardness 3/4" TC x 2" Bolt (#1) C34.0 . . 3/4" TC )(_2" Bolt (#2) .. C34.o LotW6191G .. Sample Descdpti_on, Rockw~ll c Jfardness , 3/4" Nut (#1) C28.0 ·_ 3/4" Nut (#2) C31.0 Page2 ASTM A325 Specification C25-C34 C25-C34 ASTM A563 Specification C24~C38 C24-C38 'iY /'71( I 17147721237 P.01 FITR. No. 00853 CALl,A\VAY GOLF lWFG FACILITY 046142 l'rnJ«t Nul'tt>e, ----·--------...----·--------~-'------------·,.....-.,_~,•-.~•4·--•v __ , ____ _ 1'0: SUBCONTRACTORS LISTED BELQ\V ATTN: Project Manager -,-.j, iPHONE: :f ~-~\\~¥;~~~EN'.!>.!~G!-=··~---~-,;, .. -~'.==--· st'~t\:UTTED FOR: ,.. 0 Sh(.>p t:>raw111g~ . ~0 Appro-.al ; [] I ,:-n,~, · ·@ Your Use O Pnnt,, _______ .. . _______ .. __ . --+-[J ··As Requcs_ti--'-,j ------- LJ Chi111t1,· Onkr --~· . .. . .... . . . ·--··-· . [ ! p.1.,n~ ~] SamplL'!S ·O ·Review :111d C'omme::t . . SKNT VV\:. ,(J Sp;;:;ft;;;;;-(JI", ..... ---·-·. ····--··· -----··· "Gi:f Att:1t:!1~<l - f;-f.r.ithtr ...... ........ . --·-·····-····· . -·,----'[J SeparatcCo\'~r Via:~--. 1,,. ,_,.,_ .. _,,.. -0 0 o ............ M , .. ~---.. --HoO,•o, .. o .. ----·-o • -,--.. 0 DATE: 9/3/98 REF: RF! Response #J2(J E-MAIL: ACT'fON . .N 1~\KfNtw ..... .,,,.,,,_., •• ···--•••••••,•--· ~----.-...1-0-A···-ll~~,lvi:d as Suh;·,-,;ii;.;-1 · · O '1\ppr()vC·d as Notc:d . ..-·-____ ..... ·--· ------t 0 Rcturtll'U After !. on n · ---.. --·--.. ····-". . ---[l Rest1b1ni1 -~-0 Sub111~---.. , _____ ,,.. ---····- ·-·. ·--·· ............. ,-··--0 Rdui;1~J . ----· ·-·--~:~,6~~-tur9~,~;~.·::ti'.:m, ......... ·--~~- 'lease raspond by[·.··. 9i1°0f~-~ ~~-~,.,~] if this attached RFI Response contains a cost or time Impact. : No response reciaved by Required Date. wllf constitute a "No Cost, No Time" Impact. D.lt[AU~ rt.EM NO. C"()J)(JI:S J;>A.'r.F.: l 9/J/98 Remarks: DI~SCRlPTIO:--; Response to RFT #3)9 . , ,., /:.. ~-SE F t.t --~ .. ,.·. · PLEASE ~LJVl~l Mt ~~Hl:.lHLl( j /11,j .......... E::!J.l ...... HAS AN IMPACT OR NO 1 REGARDING YOUR SCOPE OF WORK RESPOND lJY ..... : .......... 6¥rtr.l · · I•••• 1 •t I••• I ,;;,.'11.1.,_ STATV • • I JOs .... ~. ~,--,,.~,.... · ·~. -·01~·., --. ~ . 02~ _:_~ .... -~-----. ex:: Wa~·n,, Dc<..iu:,scrm· (~z? A.O. Rie~d, Pa~l Lively@ Bei<ielecuic --------r. _,_ .. -0 Signe-d: ~-·~-"'!'""-· ... -~ Mart Connc1,, : ---~·-······---,._.._;;,,.,.~------~----------------------------------"' ______ ,,. ...... -"'--- l'\1ti"'' •I " E6 D 171477212:37 P.05 JUl:..-19-99 10: 00 PM AORE6 } ·;1~·•·,F,i':,:i ·'"~. ...... . ... ,. ' t ·:jl~· ,,1,:,~,t,t ;. ~ . . -.. ·~. =~.r \/~] · •. ::.:.~~S.:,~~;:1:m INFORMATION REQUEST I R Nb· .. 1.r .. '.'.;Ji.A .· : • ,_,., -...,~, • '".1'!•1111 ffi.-. · . FOA: • • '·! i ... l·:/J \ J • • ~!;!:~~RACTOR C ~l ~ ~ ~ :!:t., P-"47 ~ :·· .. :-::/ ;·.\· :_i .--0-~A_W_I_N_O---f..O_C_A~Tl-ON_: __ -.. o-8-~---~-,,_,i,..----~···------~---·-·-·"" ..... ---, --······--...... ·-i·; :.i/":--t r, TITLE OA SECTION OF WORK: . :>:-t i I sPEc. PAQE: L 2., "!iJ ~ · PL,Jwd.,,v1 •. · ·: · <\ I .... :_ i TO: ~-(-t;~j . 1)-. ~-\{·~-~~ \1~ $UB-CO_N_T-RA-C-TO_R __ --·---~--·...i· .. ··1 : I OISTRl8UTION: ; l ' . .j. '. I ---,··.1--~-.... -.... ·--·1•••----... -·--~ .......... _, _____ ____,,, _____ -I i· ,: ;: ISSUED BY: }J Oy1_L,/ ~ CATE e'j -1 -~~ WRITTEN oeSCRIPTION.OF.PROBLEM. ATTACH SKETCHES AS REQUIRED: u J1 ,,,,, 1.if c.. ... our\ll'.~, J..Sfcr-~ r-1 Ftitt L1wJ € .~e~~., S~ill!'.\.-tl. 'br LoLA"'7~0 A-r ~---~·-···----.. , __ ,, ______ ""•·---'--- !·: PAOPO$EO SOLUTION: ~ : !i Pl e~ c~~f'-t'llW\. i ( : . i' ! ; I I .....-....,... ........ -........... ~.-.... ,.~1·•-.-.--;,_ .. _,,.,,._ . ..,_,. _________________________ , __ .. _,.. _____ --4 !IY; DATE,; .......,..__ .. _ '•. ___ ... -~~ .... : • '. l '' • I' ! :, ' f, .· ' :. . ~. \ ,· • =·t . . . • : :' •• -r ; . : ... ' . 't ' ' ! ::_,>.f . ,. > ~ ' , • . ,: )~ I' ', .~ i ,· ' f .. : t \• . .:. :, . ' ' .. ·. ;, ,, f :_. ,:i; ,, : : • i; .. '·.' ! . ,. .. ·, : ' · .. : ·~. . r ·. l' ' .. ,. ' ; .. POOR · ·QUALITY i-~ !:! . i. ; I, · · O-RIGINAL S . i . • . ' • . =~~ . 17147721237 P.02 ~7(..: . .,...,..,,._..._, _ __, ___________ ,,___..,__.....,;;;.._ ________________ _ : ~-S~CT: :QEED-Coiillrm. 'Al>A/S1\-Foiintihi HT ·.-..... ' '. --...... ------ . ro~ SMITH CONSOL TING ARCHITECTS ·· ···· --· -·:53~5 Mira SorrtnkrPla<:~ · ·· ·-········ --·~ -· ·· · · · --· -·--· · ·-· ·--·--· ... _______ S_utte: .. 650 ......... -..... ,. .. .. . .•. ___ :_._ ---'~ , .. ··--· ..... . SattDfeS¢, CA 92121 ATfN: --~Yid Youtku, PllON.E: (6l9)452...J 188 J. FAX: (619)452-3907 DAT:E: 9i2l~8 ----·~· ---- .... ,. ... STARTED: '"·-·---~12198.----··· R.BQUIRSD: ····-·· -.. ~91311s .. · .... • · · COMPLETED: REED R.Fl: ·p ... ;f1,. : · .. ;_' 'Bt;i./\~~1·~ •' ., . ' ,, "1,:,,,;,~•i.!.;1r:, ~ ,:,n._'f.'.."'.:i"~~;:t:..,.1il~:il~All:-~~~~~-:,%;_'ff•s.~·.,:*t!;:':~~1'i.~,.· ,.,·1, ••• _ .. :,': ...... , ... ' • . ,. . • ~~U:i:tD ... !." ,·"'-·' •,,; ,\ ... ·':'i;1·,,.:i:.;.~:=::.~.!f°!!!·I~1':,~~~r::..~"-~~i::?:",~!."·\·:::;·i.,"~ 't;;m ,-.c.:.1.!'ti:11.:• ,"t ·,~.~: · :· ..... , ~w.-':1 l·.-.~ ~ •• 1 .. l, ' '::. .. r, .. • PI~ oontlt.m. attached-A.O. R.«d .RPI #P-47 teprt!ing'drl.rikmg fountain heiih,ts (ADA & Stan~ height looati¢ll.$) cc: Craig Tyler .. .. .,.-. ---· ,·-. --·--.............. -~--.,,, ~ ,_, .. ,,.,•\ ... "'-··--· ---- , Fut L-. ........ ......__, _______ L..-_,___.... .. ""'--····--.. -··· ''"" •••I\••••••-•••-•-.,_, ______ ' . ' , .... 11,., ,I -....... M •• ... _. ·-----·--·-..... R' .. ~ ~ L ½=--' --o-r-.... ,""'"_.....,.... • --~~--o,11.,..,..,,.., ..... ~ JUL-19-99 10:00 PM AORE6E6}D _,... ..... ·-...,.., f1'97 UNiFORM IUILOIHG CODI! ,· Q~?\\ :Z TrJ pra\•idt unobslt11cled si&h! line~ .artd distribution for wlll';~ld111!r v1,ewlug·p<i5hion$ in OrQup A Oc,;upam::lcs. 3, to ·prQvldi: .1cctss ro ~p1'<:es with an oceupant load of le~s tha11 !ive. 4, Tu prQ~id~ acc:e$S wher~ cxisrin& ~ile constrairils or oiMt cn1nfr:aints-mike. 11st of.-t.lri!p or fl,;:v_11tor in!c;isibl~. · All platfoiin lifts used iii lieu ot an elevator ~hall be capabic. or indspen,;le('I! operatiQn. UOS.4 OU1er Bull.Jin& Fadlitle;. iioi,:i--Drl;khl,r~~~-;.~·a,;-~;;;·~~drl~sD' fii11n1ain!I arc pl"Qvided, at h::1$t .:0 pcc<:!:.t\t, but "ot l1m than one · (<11;11t1i11, shall b~ 1e1::c~3ib!c, . .. .-...,, __ ,,,._..._.._.....,,.~ __ .,,,..,--""'___....-.___ ..... ~ uos.4.1 llxcd or bqtlf.fn se•tlng qr table~. When fli<ed or · built-in .seating or titblt.s are provided, at leul .S percent, but not .Ins than one. sh;!I be 1cc-tuibl~. In <lining and drinking e1;1t;1b- 1Jsbn11:!t,11~, such .seating or tahleuhall bt' di~triouled throusho11t the facility. 1105.4.3 Stac'l&t, Whtn .sto1i1g~ fa\"ililices. $ueh as. cabinets, ,helve/i, elo~~ls, lockers and dr1we~ are provided in req1.1ired 11.c· i;:es.5ibft ot adaptable spaces, al least l)ne o! ~~,h type provided ,hall ct~l1tain ,tor~gc spa,e cwoplyfnt with CA1'0/ANSl All7.1 11/M.A.4 Cu~t~nltr m 11li:t tadlUlts, U0!.4.4,1 t>rmlng ind titting !Will$, When dre~~illS' w flt. ling rQ001$ 11re provided, it le~t S ~rccnt, but not less th:in one, ln each group ¢f rooms servwg dis1inc1 and different (unctions shall br. acc:e~.,it>le, 1105.4.4.l C•.wntt.1'$ 1m4 windows. Where cuetQmer pies and st"r.di;:~ (<)\Hlt<:f.5 or wi11dow, afc provided, 1 p<Jrtlon of 1ht. coun!er QT ti le~~t one window ~hall be accics.~ible. U0S.4.4.3 Che4:ko11t aislu. Accessibl~ c!'!ec.lcQut ai~le, 3haH be inSl;sllcd in •ci;:ord«m:e With T.ible 11-C. Tn.tnc con1tol de· vi<.:~$, :scc11rity de,dee.,1 ind. tum~iles located in acc~:uibk checkout aisle$ or lari,::s sh~H bl! accessible. 110!.4,! Control:s, o~rttlna mech1nlsm1 and h.ardwal'I!. Control'!, opier111tlni mechanisms and luudware 'intended for op- en.lien by the occup~m, including switi::hts that control lighting a11d v.e11tfllll!Ot1 and electrical convenienc;:~ o.utlets, in acc·e~sible sp.ic:.e~, al!,m1,t ilccusJble routes or as -part~ of ai;:c;:i;5si.ble ¢1¢mc:ncs $hall l.>e accissible. U05.4.6 Alarms. Alarm systems, when providtd, ~hall inc\ude both aurliblc ,114 visible aJarn15. The ~lum device.s shalt be lo- ~tcd in hoccl auest ro<Jms as rtquir,d by Section !103.t.9.2i ac- C:t5Slb!e public-~nd common-U$e aren, inc:ludirte toiler rooms and b1!hing f.acilities; hllllways; 1nd lobbie$. HOS.4. 7 R.all ti-:ln5it ph1trotrtt5, Rail tcansil platform edge11 ~ ....... 1, . .;-....... , • .,, ... _..11 ,,.,,.f """' ,, ... ru,•.-tr,·! kv r,1-,tfnrrfl aerr.r,~f.lC l'IT &\u1rdui~ $hall be provided with dete.:ta.!'ile :Warning:. in ,i1,Gt:ord- llnce wilh CABO/~Sl AU?. l. 1105.4.8 A-ss,mbl:r :snn UOS.4.8,l Whi:el~hair t9a~tSi S1adium~. thnt~rs. au<;li11,1· riumi and $imilat oee1.1pandu 3h,O be provided. with whci;lc;li~lr ipacis In :.:cordanco with Tablt 11 •A. Rc:m9vat,le seal:$ shall be P"rmiH~d in the wheel.:hait p,,:r1licms. ' When !~t seining capacity of an ifll'.l(vidual usembly am, *"C11<e<Js )(X), whcclch,iit ~p,ct.5 sMII be provided in mere than Qne loc31lo11 11nd :shall Ix On an ac(;'e:ssible tQute of travel. Di:ipcr- 17147721237 P.04 PW'.£ 84 · /:.;:'.i'!_:··: 1111!1,!! 1106N~• t O > slc11 o( whc1:h:h1it spac<:s shall ·be b11SC!d on the a"ail;tbilll)' Qf iicccsslblo routes 10 v:iri\1us ~eilling ~mis, indudirig sc;)llng ill VnriOUS ICVelS !n mu!lifcvel fac:ililh:S, S~rvice/l provided frt iT1iC· c:i::~~ihl,,: ilre~, ,hll-11 al~i;, be provided on a11 acces5it,le r,::11¢1 and $hl'ltl b~ accc~iible; 1105..t.l!,1, A.nistiYc list~nlrtg ~1stems. Assistivc li'$tc:ning sy.~. !em~ complying wilh CA~O/A.NSI All7,l shall 'be: installed in ~t11diotnst theater.s, audilodums, lecture hsllt,.and ~imil11r areas when these arc::;1$ hav,;: fixed sut~ and where auan,li:: ,:ommunica- lions arc inte3tal to the use of.the space a.s follows: .... ....... 1. Aroa~ wilh an ~ccup:.m lead of SO or men:. 2. Area~ where an a1Jdic-amplifkation 2J$lcm is ir,st•ll~d. Receivers for uiisrivi:,lbttriio, systems shall h~ provided ~( a ra\c gf 4 percent of the t~)tal number Cl( snr~, bUl in tio c:ise l,m. th,ut two receivers . St:11;lh1ms, thea1ers, audiloriums, lec.ture halls and $imilar ;w~as nor equipp,;d with art audio-ampll!ico1iton system or having 1n occ;1Jpant load of lc-ss than 50 sh~ll b,M! ~ perrnaMnlly im.it,llcd assi,rive•liJStening .sy~tcm, ar shall have electrical ourle.is or olh~r ~upplement.sry wiring nei;eMuy to support a port.Ible tUi5tivi:· lill!:ning ,y,ti:rn. Signagc shalf be installed 10 notify p~trons of the av3i\ability of the li$tei\lng. systc1l!. SECTION 1106-TVPE B OWELUNG UNITS UOU General. Type B dwelling unt1~, when reqli.lrtd, !hall i;:omply with tb\s section. £XC:tP110N: T~rc B d ... ·,:llins unit, cle~igned ind r.onwvc~ It T;rr-,; A iiw~!Hn,c unit!. 1109,i 'fy~e 8 A,;te,~itilc Route. ll06.U Ctntral. At 1,m1 ont? accessible TQL!t! complying with this m:tion shilll c:cmnc-,:t all $pace~ and elements thal are a put of lheadWtlllng unit. Where, only one accessible rout,; is pr1wi,Jed, ii . .shill nQt pQS5 thniugh bathroom;i., ck15Ct!. or similaf spa.::i:s. !XC~PTIQN: One of the following is no, requir~•1 10 !le o~ 111 ~t!~~S3f1l I~ 1'1)U It: . I, A r~J~d-Clc\Qr area In a ponk•n i1f • Ii, in&, dioi11t ,,r ~lupi111, r11<1m: 2: A ~1,mken floor irca in I portion of I IMnJ, <linlne or 1lttl)ln, raumt or :i. A {l'IU;Jnin~ lllat do-cs not .h,vc plumMl'Ji tlJCnJrts or in c11~1o~d lt~bii,~t'.,!<:, $!)A~~- fl 06J,Z Cl~r wid,h. Clear width or the accc.1sible route Y111I! b~ J6 inches (914 mq,) miPirtl\111'1, e,:c.ept at ·doors. U06.2.3 Ch11nges iD level, Changes in level of no1 more than lh inch (12,7 mm) ln heJsnt ~hall comply with CABOtAN$l A 117;.t, Char1ges in level greater lha.11 Vt 11,e,i {12. 7 mmJ ln heigh! 5hall be tlccomp!ished by a ramp. "l!!varor or wh!!e:lchair lift c,:,m- plying with CABO/A.NSl AJl7.l. FXl"'!-'.PTlflN; Wiler~ e~terinr dC'tk. o~lio <'tr b~tct.n,· ~urf~ct · ltlalcri~I~ ~re ln1pcrvlo11~, tti~ lir11,hc<l c,r1cr1ur 1mp1:rv111ui ,orl~,i; sh3II I,~ :I i1«;hu {102 mm) m;a,.fmum bolow rh• l'inLshe,J ;i...,, l<ivol <,( th~ ~di.i.¢¢ol intuior ~p,~e~ of th,:a iiwelliojj; unit 1106.J Qptratin~ Cqntrols. 1106.J,1 G,n.r.a). Lighting control•, i:lectrica! rcc~pt~clc~. ,nvlronmemal i:ontrols, and user controls for secunly or mt~rr.om ~y5tcms shall comvlY with this sec1ion. t:<ctmONS: I. Elcc!rical rcctpuclu ~erving I duli1:J1W.I 'J~. 2. AJlp[i;nc!·n,011"1~1.1 c:(1ntl'l'll~ or ~wn,;ttc,, .t "',sln&lc N!e!pta~I~ l~~1t:I al'>Qvt; 11 porti1,r1 ,,( ¢.'<1<1t1·r1<1p u,1i11l~'f· nip11:d hy a sink c>r ~pll3n~ n,;r.d nul tx: ~q<'!lhl,:. pr11vld~d: 1-131 JuL-19-99 09:59 PM AORE6E6}D 17147721237 P.03 ~AG: 83 • ~ , .• ;~ I . ' I • I \ .. w ,,, .,. 1 W.4 J• I I• ""I UY Appendix tV · (di .t8Qh door ~11\1tred 'by 4,3,10, -~u, ahall c.)111pJy wsth 4. 1'3. . (SJ t.n new ¢Qn::;tnu::u,;in. 11t a m.l.nlmum. the requ.ln!:mtnts in (,a) and (bJ bcfow :,hall be satlsS\ed l.nd<-j>cndcmtly; l•J(iJ At lc~1>t 5cm or all pubUc ent.r.a.u<:es (cicclud.u1g those ln (b} below) mt,tst he ai:,:c!I• sfble. At leut Qne tflu~t be a ground floor entrance. Publie cntra.ncC-' are any entrances th~t are not Joadin,g or iM::Mcc entrances, •• -.. "1.~lo-• (W Att:ts.'!ilbl(' ~nt:ra.neefi rm,st ~ ·i:,ro- \1dcd In • numt>cf' at Ietst equtvalet?-t to t.hoe numhd or eoots ttq1.11rtd by the applicable buUd~/Ote codes. t'll1i~ paragraph .does not l"l!QUlre an t.nerca~ Jn the. total numlxr of entrance.s. pl.a.rtned fo.t" a !!ielllty.) . (tU} An ac<:~ff.ile: entra.nce mu,t be proYid~d to each tenancy In a fa<;Uity (for ~ph:, lrtd.tvidual store:, ln ,-a:trtp shopp~ center). · One entrance may be ¢¢~Sdered u mectl.rlg ma~ than one or the ~qu.tttmenti, tn (aJ. wtlcre f t..a.slble.. a~cssi?>le entrance$ tha11 be the entrances u~d 'by the majorlty of people vts!ling or world:lg 1%1 the bulldtng . (bJ(1) tn add1U,m .. .If dll:'i:ct aectH is pnmded .ror pedestrlan5 t'n>m an encloted park!ng ,arece to the bi..dldlng. at least one dirett entrance trom thi!: garage: to the bYUdin« i:ru.tat be &cet"'1bk:. CUI U aec:\eu It, pr'QY':lded tor pcidc:at:1.ans Crom a ped~tnan tunnel or ckvat(!d ~ay. Otle ~~tram;-c to the buJld.tng from each turu1cl or walkway must be acce!Wble. One l!k1tnuiee m•r be e(l'lstd~d &.!I mc-et- tng ~i:re lhan one of the 'f'Cquircttu:n~ lo (b). Bttnu5ie fflb"a.nct!.$ ~ &e!'Yf: u emcr- feney exlb wht.l!Mt J)l'OX1,mity to all parts qr b\lildin(:11, and facilities a essential. ll 15 prefer. abl~ th:Jt 311 c-:ntN1n.-,.-.. h~ ~·~,:-,:,?:;!bl~. (cJ If th!!! c,nJy entrance to a. bullJLr~. or ten.a.ncy ln a fac;:illcy. ~ a tcMCc erttra.nce. that fflttallee shall b~ •cc~lble • (dl Entrances whJr.h ~ not ac,ce.1SSiblc shall· hilVe dLl"CdJonal $'4!n:q;e co~plying wtth 4.3Q. l. ADA Ae.;eulblllty GUfdtlf nt~ 4,!50.2. 4,50 . .S, amt •.30.5. whkh tr~dk:~les the Jocatlon of ttie neartst accf!ssfble ent.nuwc. (9)1 Ju buUdlng$ or racll!Ue9, or porth:>r1s or bt.Uldtn,gs or faeUHfc!l. requ.l.t'c:d to bi:: ai;:(:-Cs$fblc, accesrublq llleans or e&tt$.$ shall ~ provided J.rl the $1.\m~ number ai,i n:qu~d for. c:idf.$ by Joea.l buUd~/life safety n;gul:;i.tlons. When: a re• quirtd exit from b.n occupfablc tevcl abavl! or llelow 211. levcl or aca:sslblc: ex1t dl.$c,harg~ Is not ~ceeas.ibl~. an ~ o( re&cue assistance shall ·be provfCled on each ,,uc-J\ level (1.tl " numbex· i=q'l.la.l to that o! lnacccs.stble requ.tnd ex.Its). il\r,;:aa o( r<:$C1.,1e aML:st&ni::e shalt eomply wtt..h 4,3.11. A bora:oi'ltal P.:ldt. mect1ng the. require• rne~ta of local buflding/Uf'e $;'1.('~ty rcgulaUi;ins, !hall ·s.atl,!Sfy U11: reql.l.trem~r.it for an area of rescue assistance. EXCEPTION; Areas or rt~uc ~sslsta.nc:c: a~ not req1Jtn:d in buildW.gs Ot taciliUe• haV'J:~ l'I . supervf.Scd a utcma tJ<: sprtt.lklet ~[!.tern, ·uo)" orni..k!ng r~~~--.. ---.__ .. _ (a) Wh1:.rt only one dr1nk.1.ni fountain 1.9 p.n:wid1:d Qn a .Ooor there: ~hall be a clr:Ink1ug fountain whk:h ·~ accCM1blc t.o lndtvt4uw who use ...,..heelc;haln ln ac,~ord.ance wUh 4.1!$ a.nd one at:ce"tblc to those who hav~ d!.O'k;ulty bcnd.lng or sti;,opl.tig. ribis can he a.cC'<'ltI12no- datc::d by the us,e or~ "hl,Jo" i'ountrun; by pl'0Y1dlng on~ rount.ain acoeMlbh: to those .,..be u,e wheelchairs and ono fqunta.l.rl ti.t a ~tan· d!U'd hc.ight conver_1.1ent for those who have dJfllculty bending: by prOY1dlng a rountaln a~le under 4. l 5 and a wnter t:ooler: or by ~ell other n:icants a.s would ac::h1cvti the nqu!n:d ao:ccssibl.lU:y for each group (l'n each noor.J ! --.......-------,,.,..., (bJ Whe.N: mort; than one drinking ro,mta.1.t1 or wa.ti::r cooler-w prav1ded on a floor, ~ of tho~ provtde.d sM.ll comply "'1th 4. 15 and shalt b-e on an acccs~blc route. (1 Il ToU~t r'i~llJUc&: rr toilet rooms azi: p?Wldcd, then ea.ch publio and commot'l use tC!!et ~e6 ~!:~ ~e~~'?}· \\1th ~,~!21 Othc:r t~:-.i!~:~ rooms pt'O'rt~cd ror Ute use of occupants of •pec:U\¢ $fullo::S (s.c .. a prtvati:: tQU4:t room for the . ~1:~pant of a prtvatc offlcr:J $!hall be adaptJllble, JI ba.th.tr,g rooms arc prrrl14ed, thm eaeh publ1~ and comrn(ln uJS<: bathroom shall c;amply Wlth 4.23 . .Accessfb1e tollet room, a.nd bathing (act.llU<::S shall be on an aceessJbk mute. ---·--------···-,.----....... ----· ...... -~----~----- Thol'l,pt,,n Pl.ibll1~1i11g OruuQ, Inc. Augui\ 1991 App. IV • Pao• ,a:s . SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, ~an Diego, CA 921~0, (619) 280-4321 FIELD INSJ>ECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCIDTECT: ,GEN. CONTRACTOR: Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen, Dillingham WELDING HSJ3OLTING ASTM: A36 Steel, A325 High Strength Bolts Electrode: E7018 (LH) 1/8"Dia. SCS&T,FILENO: PERMITNO: 9812171 98-3780 l.R.NO: PLANFILENO: ENGINEER: Louis Perry & Associates suBCONTRACTOR: Whitmore Steel 42 (Pg 1 of 1) 2/15/99 , Seam Buffing Platform: (permit #98-3780) G; Pitonyak S.D. #255 2/17/99 G .. Pitonyak S.D. #255 2/18/99 G. Pitonyak ·s.o. #255 2/19/99 G. Pitonyak S.D. #255 DISTRIB.UTION: (2) Callaw~y Golf I inspected the following field welding: (i.e.) handrail and toe plate connections at the upper and lower platform elevations, per RFI #443 and She$t #17044. Polyurethane Postcure Oven Platforms: (permit #98:-3780) Platform "A" Structural steel re-assembled around oven and A325-N high strength bolts tensioned to specifications. Bolt holes and faying surfaces are in compliance with specifications. Seam Buffing Platform: (permit #98-3780) I inspected the following field welding: (i.e.) handrail and toe plate conn!,!ctions completed on this platform, per RFI #443 and Sheet #17044. Anchor bolts nuts re-tightened after equipment was loaded on platform. Polyurethane Postcure Oven Platforms: (permit #98-3780) Platform "A" Checkered plate, handrail and toe plate welding in progress at upper and lower platform elevations, per Sheet #17043 & #17044. Polyurethane Postcure Oven Platforms: (perrnit #98-3780) Platform "N Continued inspection 6fthe·following field weldi"ng: (i.e.) handrail, checkered plate and toe plate at upper and lower platform elevations, per Sheet #17043 & #17044 and RFI #443. Polyurethane Postcure Oven Platforms: (permit #98-3780) Platform "A" ContJnued inspection of the following field welding: (i.e.) handrail, checkered plate and toe plate where re- assembly was necessary after installation of ovens. Relocation of channel connections east of ovens, pending engineer's approval. I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. (1) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: ( 1) City of Carlsbatj George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street,.P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE;: PROJECT-LOC~ TJON: . ARCHITECT: GEN. CONTRACTOR: 4/6/99 . G. Pitonyak S.D. #255 4/7/99 G. Pitonya~ S,D. #255 4i9!99 G. Pitonyak S.D: #255 · DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING HS BOLTING scs&:r Fn,E·No: PERMIT NO: .ENGINEER: SUBCONTRACTOR: . ASTM: A36 Steel; A325 (N) High Strength Bolts - . Electrode: E7018 (LH) 1/8" Oia. Cert. Welder: Scott Daniel Hetndon#31909448 3G & 4G Unlimited Thickness Polyurethane Platform(s): (permit #98-3780) Platform C 9812171 98-3424/ 98-400 I.R.NO: PLAN FILE NO: Louis Perry & Associates Whitmore Steel 49 (Pg 1 of 1) I inspected the re-installation of structural steel after the assembly of postcure oven. Tensioning of high strength bolts are in progress, as well as, fill~t welding of checkered plate and handrail, as per RFI #443, Reference Sheet · 17044, and structural engineer . . Platform C · All steel re-assembled arcMid the postcure oven and verified all bolts have been tensioned to specificaitons, Fillet . welding of checkered plate, toe plate and handrail is in progress, per RFI #443, Sh~et 17044 and the structural engineer for revision weld of handrail and-toe plate. Platform C I inspe~ted fillet welds on checkered plate, handrail and toe plate, all elevations completed today, reference sheet #17044, RFI #443 and the structural engineer. Platform A Beam #73A relocated 2'6!' above the existing elevation and lower platform elevation at Callaway's request. New connection holes were drilled into (E) column and assembled with new A325 N high strength bolts. It is my understanding that this change will occur on all three pd!yurethane platforms. Relocations of the above listed beam(s) is pending appro:vaL I monitored the following-work and welding: (i.e.) at the 36~4" elevation, installation of grating form Line C.8 to D, 2.2 to 2.3 and 2.6 to 2.75, reference revision 2 ofdrawing 17024 and field bulletin #24. Installation of kick plate at 28' & 36' elevations completed. Installation of duct protection angles at 2nd floor elevation is in progress, per sheet -1, 2 &. 3 of the engineer's sketch· dated 2/2/99 . . ,1 hereby certify that I have inspected the above reported work. Unless noted otherwise, the work is to the best of my knowledge in compliance with the approved plani;;, specifications and applicable sections of the governing building law~. (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 ,,,-cf ~. SOUTHERN CALIFORNIA SOIL & TESTING, INC. ~ 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSP)\:CTION REPORT PROJECT.TITLE: PROJECT.LOCATION: ARCHITECT: GEN. CONTRACTOR: 3/31799 G. Pitonyak S.D. #255- 4/1/99 G. Pitonyak $.D. #255 DISTRIBUTION: .(2) Callaway Golf Callaway Golf Ball Facility 'Zt80~Rutberfocd~Road, Carlsbad Smith Consulting Architects Nielsen. Dillingham WELDING HS BOLTING SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: :ASfM: A36 Ste.el, A325 (N) High Strength ~Bolts Electrode: E7018 (LH) 1/8" Dia .. 'Core Molding Press Pit: (permit #99-28) l:)812171 98-3424/ 98-400 I.R. NO: PLAN FILE NO: Louis Perry & Associates Whitmore Steel 48 (Pg 1 of 1) Connection plates re-fit and re-welded to embedded angle iron at the top of the pit. Connection plates carry channel per plan. Two channels with one section of grating currently installed opposite of presses with all high strength bolt tensioned to specifications. · Polyurethane Postcure Oven Platforms: (permit #98-3780) Platform "C" Final section of oven installation in progress. Field erection and welding of structural steel around the oven will continue tomorrow. I verified with the contractor the extent-of the work remaining requiring special inspection. I hereby certify that I have inspected fhe above reported work. Unless noted otherwise, the work is to the best of ' my knowledge ih compliance with the approved plans, specifications and applicable sections of the governing building laws. (1) Smith Consultin~ Architects {1) Nielsen Dillingham (1) City of Carlsbad -Geor.ge A. Gavit, R:C.E. # 5(35'64 ~ ·'W SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 921,60, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN, CO)'ITRACTOR: 4/19/99 :G. Pitonyak S.D. #255 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility '-2-1-80:R_utherfor.d:Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING HS BOLTING - SCS&T FILE NO: PERMIT NO: 9812171 Varies I,R. NO: PLAN FILE NO: ENGINEER: . Louis Perry & Associates suucoNTRACTOR: Whitmore Steel· ASTM: A36 Steel, A32(5 (N) High Strength Bolts .Polyurethane Platform(s): (permit #98-3780) Reference Report Dated 4/9/99 56 (Pg 1 of 1·) I verified A325 high strength bolts installed in relocated beam #73A have been tensioned to specifications. Same beam at same location in platforms "B" & "C" also relocated 2'6" al:>ove the existing lower platform elevation. Owner received verbal approval from the structural engineer for the above listed beam relocations. All high · strength bolting and welding completed on platforms "A", "B" & "C". ' . Core Mol9ing Press Pit: (permit 99-28) · Channel iron an9 angle iron installed at the top of the· press pit. High strength bolts tensioned to specifications at ali channel iron connections with connecting angle iron fillet welded typically on one of the two sides. I. hereby certify that I have inspected the above report€/P work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. · (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 ~· '"!, SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. BQx 600627, San Diego, CA 92160, (619) 280-4321 FIELD lNSPECTION REPORT · PROJECT TITLE: PROJECT LOCATION: ARCIIlTECT: GEN. CONTRACTOR; 3/15/99 G; Pitonyak S.D. #255 3/16/99 G. Pitonyak '.S.D. #255 -3/17/99 G. Pitonyak S.D. #255 3/18/99 G. Pitonyak S.D. #255 DJSTIUBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&TFILENO: 9812171 J.R.NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects PERMITNO: 98-3424/ 98-400 PLANFILENO: ENGINEF;R: Louis Perry & Associates . Nielsen Dillingham SUBCONTRACTOR: Whitmore Steel WELDING HS BOLTING - ASTM: A36 Steel, A325 (N) High Strength Bolts ¾" Dia. Electrode: E7018 (LH) 1/8"Dia. · Polyurethane Postcure Qven Platforms: (permit #98-2780) Platform "B" 46 (Pg 1 of 1) I provided inspection of the following work and welding: At lower elevation "PLC" panel relocated near coordinates C & 8.5, checkered plate and handrail, per F.B. #77. Platform A I inspected the following field welding: Complete of handrail and checkered plate at south end of platform · installed after oven ~ssembly: Cneckered plate completed around -~ast side of oven, per RFI 500. Core Cooling Conveyor Platform: (permit #98-3424) I inspected assembly of added beams and checKered plate and handrail relocation at approximate coordinates, Line 4.6 from C.4 to C.5. Welding and bolt tensioning completed, per standards and F. B. #082. Platform A Continued inspection of the following field welding: .Revision RFl #499 in progress (i.e.) added beams W8 x 13 at lower elevation, plasma treat unit coordinates, han<;lrail installation at lower elevation in progress. Platform B I provided inspection· of the following field welding: Revision RFI #499 is in progress at lower platform elevation, (i.e.) l:ldded WS x 13 beams at plasma treat un1t support. • I hereby certify that I have inspected the above reported work. Uriless noted otherwise, the work is to the best of my knowledge in compliance with the approved' plans, specifications and applicable sections of the governing building laws. -· -' (1) Smith ConsultingArchitects . (1) Nielsen Pillingham · ( 1) City of Carlsbad. George A. Gavit, R.C.E. # 56564 ,,. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627; San Diego, CA 92160;(619) 280-4321 FIELD INSPECTION REPORT PROJEC'T"'ITI'LE: PROJECT LOCATION: ARCHITECT: GE;N. CONTRACTOR: 3/8/99 G. Pitonyak S.D. #455 3/9/99 G. Pitonyak S.D. #255 3/10/99 G.Pitonyak s.o. #255 3/11/99 G.Pitonyak · #S.D.#255 DISTRIBllTION: (2) Calloway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING H.S. BOLTING 'SCS&T FJLE NO: PERMITNO: ENGINEER: SUBCONTRA<;'l"OR: ASTM: A36 Steel, A325 High Strength Bolts :w dia . . E;lectrod.e: E7018 (LH) 1/8" dia . 9812171 See Below I.R.NO: PLAN Fll,E NO: Louis Perry & Associates Whitmore Steel . -Core Cooling Conveyor Platform: permit #98-3424 . 45 (Pg 1 of 2) I inspected the assembly of added beams and ·checkered plate to lower level of platform, approximately line 4.6 from 8.5 to 8.6 and C.7 to C.7, bolt tensioning completed today, reference field bulletin #082. -Polyurethane Postcure Oven Platform: permit #98-3780, Platform 8 . I monitored re-assembly of structural steel after installation of oven. High strength bolting of members in progress, as well as, fillet welding of checkered plate. -Polyurethane Postcure Oven Platform: permit #98-3780, Platform 8 Re-assembly of structural steel after oven installation continuing at·upper platform elevation, A325-N bolt tensioning in progress, welding of checkered plate in progress per the plans and specifications. . -Polyurethane Postcure Oven Platform: permit #98~3780, Platform B Re-assembly of structural steel aft~r oven installation continuing at upper platform elevation, A325-N bolt tensioning is in progress, welding of checkered plate and handrail is in progress, as per plans, previously reported RFl's and·structural engineer's recommendation. -Reference Report Dated 10/30/99 Received engineers approval for field corrections to repaired areas at roof elevation grid coordinates, H & 11.5, H.9 & 11'.5, and J.2 & 5.7 (attached), reference sketches SK-97 and SK~98 . . · -Reference Report Dated 3/5/99 (Noted Discrepancies) "Resin Handling Platform" Attached letter~ dated 3/10/99 (H. Felipe/ Calloway Golf), and 3/5/99 (A. Chou/ Best Engineering Inc.) address noted discrepancies numbers #1 and #2 on the above listed report. The structural engineer (A. Chou) approved the following revisions: 1) (2) ½" diameter anchor bolts at bottom of stairs to slab-on-grade, in lieu of (2) 5/8" diameter anchor bolts. 2) Acceptance of fabricators, Rehmann Construction, "ASME" license, in lieu of license designated by UBC '94. (1) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad George A. l3avit, R.C.E. # 56564 SOUTHERN ·CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJEC'f'. LQCATION: ARCHITECT: GEN. CONTRACTOR: 3/1,2/99 G. Pitonyak #S.D. #255 DISTRIBUTION: (2) Calloway Golf Callaway Golf Ball Facility. 2H30 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&T FILE NO: PERMITNO: 9812171 See Below I.R.NO: PLAN FILE NO: ENGINEER: Louis Perry & Associates sliBcoNTRACTOR: Whitmore Steel . Polyurethane Postcure Oven Platform: permit #98-3780, Platform B 45 (Pg 2 of 2) Welding of handrail and toe plate in progress at re-assembled structural steel/ upper elevation at oven. At lower elevations cell #2, due to "PLC" panel re-location near coordinates C & 8.5, (2) new W8 x 24 added. Checkered plate extended, and handrail re-located, per F,B. #77. I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the.best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. (1) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 3/1/99 G. Pitonyak S .. D. #255 3/2/99 . G. Pitonyak S.D. #255 3/5/99 G. Pitonyak S.b. #255 DISTRIBUTION: (2) Calloway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham Wl;LDING H.S. SOL TING A$TM: A36 Steel, A325 High Strength Bolts Electrodes: E7018 (LH) 1/8" dia. SCS&T FILE NO: PERMITNO: ENGIN)1:ER: SUBCONTRACTOR: .9812171 See Below I.R. NO: PLAN FILE NO: Louis Perry & Associates Whitmore Steel -Polyurethane Postcure Oven Platform: permit #98~3780 (Platform 8) 44 (Pg 1 of 1) I provided inspection of the following work and welding: Ladder connections, handrail and checkered plate, per sheet 17044. -Core Cooling Conveyor Platform: permit #98-3424 I provided inspection of the following revision: Platform extension with added beams and checkered plate in progress on line 4.6 from 13.5 to 8.6 and C.7 to C.8, reference field bulletin #082. -Polyurethane Postcure Oven Platform: permit #98-3780 Platform 8. Checkered plate added under east side _of oven at line 8. 75 from 8.9 to C.1, per engineer and note 5/ Sheet 17038. -Core Cooling Conveyor Platform: permit #98-3424 I continued inspection of the following field revision; Platform extension with beams and checkered plate in progress at line 4.6 from 8.5 to 8.6 and C.7 to C.8, welding completed, reference F.B. #082. -Reference Report Dated 2/1/99, ··Resin Handling Platform" I received the following on this date: mill ,certifications per structural steel used on above listed platform, welding certification for Bob Breese #R44 (3G) unlimited thickness by accurate test lab dated 2/5/99; and welding procedure specification No; RCI -s~ 1. Revised sheet S-1 incorporated the following-changes approved by·the structural engineer. 1. Moment connections changed to braced-frame, per section Lat (4) places. 2, Landing bracing omitted, .reference section E. 3. A307 bolts used in stairway, reference section D. Note Discrepancies 1. Reference typical stair plan calls for f,/8" diameter expansion bolts with angle 3 x 3 x ¼ connection stringer to slab, Incorrect size of expansion.bolt arid connecting angle used. 2) Fabricator "Rehmann" did not have an approved license to fabricate above listed platform and did not have continuous welding inspection by a licensed approved special ii:,spector during fabrication . .I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance i,vith the approved plans, specifications and applicable sections of the governing bl,lilding laws. (1) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: , PRQJECTLOCATJON: ARCHITECT: GEN. CONTRACTOR: · 3/22/99 G. Pitonyak S.D. #25~ 3/23/99 G.Pitonyak S.D. #255 3/24/99 G.Pitoriyak S.D. #255 DISTRIBUTION: .(2) Callaway Golf Callaway Golf Ball Facility SCS&T'FILE NO: PERMIT NO: 9812171 See Below I.R.NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith C<;msulting Architects Nielsen Dillingham ENGINEER: Louis Perry & Associates WELDING HS BOLTING suBcoNTRACTOR: Whitmore Steel ASTM: A36 Ste~I, A325 (N) High Strength Bolts ¾" Dia. Electrode: E7018 (LH) Injection mold hbppe.r platform, *permit # 983424 NorthWest' ladder removed, lower platfc;>rm elevation at Callaway Golf's request. Seam buffing platform, *permit # 983780 47 (Pg 1 of 2) Rungs added to top section of side step ladder above platform, per engineers letter dated 1-27-99 and 1-28-99, and bar added behind side step ladder. Polyurethane Postcure ovens"A", "B", "C", *permit# 983780 Verified tensioning of High Strength Bolts (A325-N) ¾"'CB·@ added WEX13 BM's under plasma treat unit, lower elevations, per RFI 499. Joint contact surfaces prepared SD as to permit proper seating of the parts .. Correct installation methods used. Polyurethane Postcure ovens "A" & "B", permit# 983780. Verified installation and welding of kick angle 6xTD checkered plate east of oven at upper platform elevation, per . HFl*500. Core Mold Press Pit, *permit # 99-28 Connection Plates for support-channels at top 9f pit fillet welded to embedded angle iron, ref. Sheet 17015 @ F.B. *14. Polyurethane Postcure ovens '"C", ~permit# 983780 Welding of handrail, hand rail connec;:tion plates, toe plate in progress at lower platform elevation, Ref. Sheet F044 RFI 443, and structural engineer. (1) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad G~orge A. Gavit, R.C.E. # 56564 SOUTHERN CALIFO.RNIA SOIL & TESTING, INC. "6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FiELD INSPECTION REPORT J'ROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: . 3/25/99 . G. Pitonyak S.D. #255 3/26/99 G.Pitonyak . S.D. #255 DISTRIBUTION: (2) Callaway Golt Callaway Golf Ball Facility SCS&T FILE NO:. PERMIT NO:_' 9812171 See.Below I.R.NO: PLAN FILE NO: 2180 Rutherford Road; Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Louis Perry & Associates WELDING HS BOLTING suBcoNTRAcToR, Whitmore Steel ASTM: A36 Steel, A325 (N) High Strength Bolts ¾;, Dia. Electrode: E7018 (LH) Polyurethane Postcure Ovens "C", *permit# 9~3780 . 47 (Pg 2 of 2) I inspected the in progress welding of hand rail, handrail connection plates, and toe plates at upper elevation, Ref . $heet 17044, RFI 443, and structural engineer. Polyurethane Postcure Oven platform(s) *permit# 983780 . Platform "B" high strength bolting completed at all elevations-of this platform per plans and specifications, Platform "C" and welding of hand rail, hand raii connection plates and toe plates are in progress at lower platform elevation, ref. Sheet·17044 RFI 443and structural engineer. . (1) Smith Consulting Architects (1) Nielsen Dillingham . REVIEWED BY: . (1·) ·city of Carlsb~d (3eorge A. Gavit, R.C.E. # 56564 Dec-31-98 02:54P NIELSEN DILLINGHAM NI-ELSEN DILLINGHAM BUILDERS • -, ... ?J'· 6~'·,, 3127 ~efferson Street Nielsen San Dtego, CA 92110 Dillimzham Pho?e: (619)291-6330 •·•·••?"WW;WM Fax. (619)297-5902 Lie.# 694151 TO: CITY OF CARLSBAD FIRE DEPT 2560 Orion Way Carlsbad, CA 92008 ATTN: Colleen Balch PHONE: (760) 931-2141 WE ARE SENDING: D Shop Drawings [if Letter Q Prints D Change Order D Plans D Samples D Specifications tJ Other: DETAIL ITEM NO. COPIES DATE 12/30/98 12/31/98 12/30/98 Remarks: CC: Craig Tyler· NDB Tim Phillips -City of Carlsbad .. FAX: (760) 929-0256 SUBMITTED FOR: O Approval @ YourUse [] As Requested 0 Review and Comment SENT VIA: @ Attached 0 Separate Cover Via: ITEM NUMBER b~~di11cn Conuact Admimsm1ta:m sc.,ftware San Diego Commerelal Dtvt,lon OPERATIONS Ver J 619 673-9675 P.01 TRANSMITTAL No. 01711 CALLAWAY GOLF MFG FACILITY DATE: 12/31/98 REF: CFD Verification Request E-MAIL: ACTION TAKEN: D Approved as Submitted D Approved as Noted D Returned After Loan D Resubmit D Submit D Returned D Returned for Corrections D Bids Due: DESCRIPTION Product Data for Smoke Detectors Verification of Rated Doors @Hoistway Entrances for Elevator #2 Verification for 20 Minute Door Rating @Dr #134 and #137A/B Slgnedctihy;f'± I/ J enry Foster III ProJtC::I Name 046142 PrOJCCt Number STATUS Dec-31-9B 02:54P NIELSEN DILLINGHAM 619 673-9675 01/01/1994 01:18 619748':jb"jt:)' ;::!l""UUl'fCT"i;:, Da • c:r 30, 1993 Mt.p,i,S,...W Sf _p 11, ..._. ~ lU,0 K.Jdilla Wsy Ste 112 ~. Cali(an,ia 92064 ItE: Calaway Golf Ball Facj)ity, Carlsbad n.. Mr. Spoonel': ASSA ABLOY 11m leaa' it lo oertify that sm,le wood door No. I .14 01, the above jol, is capable of ~ a 20 mimte door label. This door was supplied from our stock, and was shipped 10 lie jobtite without a physical label due to anovcrsi~ht Tht:flir af'cloon at openings Al37a and Al37b arc ma!l,ufac;;l\Jrcd the. same as door No. 134~ but were also shipped without labels. When these doors arc returned to our shop we will _. ,._. W~·Hershey 20 minute labels. We offer this letter of explanation in onlll-lhat I -,oruy c;ertmc.te of occupancy be granted to the building tenant. ...... E.lt.Mado CIUII C Er f4nice Rep etentative ~l!!!:!!!.!.r!U l.Z,).ual!lDJer.A'!!l.~S,~rn.. t';\ •1'1911 SA. POOM -.37i.9e00o~a,c __ ,,,.~ .£ .02 Dec-31-98 02:S4P NIELSEN DILLINGHAM 619 673-9675 12-31-1998 11 :d3AM FR0,1 MITS.ELEV.SO,CAL /la ~.oaAr~~ J... MITSUBISHI ELECTRONICS AMERICA Elevator/Escalator Division SoutJ,em California Branch (MELAIEED/SOCAL) To: Attn: From: CC: Nielsen Construction Matt Connors John Reynolds Doc.#: Date: Pages: 12-31-98 1 Subject: Hoistway Entrances for elev. #2 Attn: Matt Connors The hoistway entrances for elevator #2 have a UL-B rating. If you have any questions or need further information please let us know. Thanks I 6666 PIUa Drive, Cypress, CA 90830 Tel. 714-22()..4700 Facsimile 714-220-4730 I . ~ .. 03 Dec-31-98 02:54P NIELSEN DILLINGHAM DUOIIWJlON Th• -4450 Setitl are tour-wile photc»itdn,,i~smQIII, ~tdort th• cc,tra °" ltte llgN ICINfring ecmc:tpl. A DUiied Infrared light ..,,_ diode 11 used u the ~ sourct. and • high ~ ~-.. C"4I -1ai"9 ekime11l Each unit ,,., on• Form A (SP$i:N0t--.rm relay ~ for conntdlan _,.,, llarm inii_,,g Circui, and an ~a, al«n'!1 CQrQCt 181 (Form C SPOTl for auxiliary fu~. Each unit al,o ~ an 1,-gral heal se,wor 136-F, 50 tl. UQd,11. ,4,4til)Sffl' hu • bvlll-ln SOiid --hol'l'I rat•d ISCIBA @ 10 ft. '11w 8$ 08 .oc.il'lder ernit9 • :Jtady lone "~"-' uu, ~r,iarim. Wf'&.JCUmON Tll• '4$0 S.,'" ,m~ deteetott ar1 wifed for eo1t111,.rcilll. industrial, iflstihjj~ftal and rNidltnllal !IN alum m'9mt. t.4odel .WSDSSff tour..wtr• &fflOQ d~ are "fM'Ci•lly 1ultect '-r ,.idfntlal appleetiant iN:ludng f!OWI, mott1$, and darmitDMI wMre effld«tt dislnbvtion d the alarm •g,,.I 11 ..ei,tial. The 44$0SRT it also ~ for oomm1rcllll, ind\)tt1l1I. and lnWCltut1onll appllcallOns. The deteet,rs are P<M'9Ml1 r,y 120 ~tw ,c -"' may o. COMtt:1"2 io tr,e 1n1w;,g e1reuit of U*dllrt~•mib Tlw~fffl-~at~mr relHalr,g•~- INSTAu.ATION The 4'50 Striff smoke tMtlC1atw mount to lt1llnd!Vd singf1t- Vl"'V -~ '*-8, 4• oc:tagonal ~ b~ o, °" WIREMOLD No. 5m-flldLJrt btDut.9. All field wfrtng COhl'lflCllon, .,. rMdlr lo• terminal blot.k on 1tt1> p,1111*' eln:utt board. ThiS arw1 it ~ bJ d'IJfatln,,J It!. oc,,,« ~le.aM 11W •nd ~ 1ht hl11ged co-,wc Sptel\'l '1/lrlng Nelly ftts tt,roo9h 1"9 opening In 1M bit!( qt ffi~ ,moiw def~or. .......... 1lte ,,,,,. ~ is fOt ~ in commtmal ft,.. ~fllllf ti~ 1y11em, (Nf'PA. 71. nA, 72B. 7'lC. or 720) and in hou,atdd r;,.. wa'1'1ing ~ins (NF~ 74,. l..ist.d t,y Ufl(Jfl~ LabOra!Oli.,, Inc.; CatrfOn,115!8M F,,. Mlf1fl•I ol';Md (lis11ng 17251-441':104); Fa.e\>ry ~lui,I appitMd (J.I.OK71t.AY); 5'au, of Maryland apprt.M,d (Flarmi1 #18t5); Oty o'f OMiand ~ (DoeMI S-5-NJ: Nl'N Yo'11 City, 8aard of Starldan!, llld All~lls IPl)fl'.Mld (C1l11nd1, No. 122-n.sA). .... _..,.. ... _______ .,.........,_.... MOML NHlllnlCMI 619 673-9675 A .... ~ 1ff VAC fCour Wire @ -~· ,., ! '. .•• , '\ -,j , \ ·,.__, I ,~, ~-~ <B> -· f!EA'TURU • O.,Uenal SI .t• •ollcl •ut• hem • UL"8Ust•d • AJatl'II eonftrmlltlon • "'""rr.J•rm hMltdl°" LED • f~MtJunal test • Tamper ""'9tant hln9.ca ~ • lrltffral MIit ""'°' • Auxlllafy .,.,.,.. ffntaei .. IU'f and Hite ,,..._,_,., prot.etlon ~.:... . .;::::::~-! ~ng Vo~ 120 VAC ro M? I Corren! 30 mA Col'tlaU Flaring (r&SIS1l't'9) 2 Am~ @ '1J VOC QI' 12\1 V/i,/; P.04 4-QDRT ,rno1<• dM1tc10f '11111'\ .,.,,. f'1"f'II c 11111,m oo n ~ IUNAVI.ION 'UfflTS MOOE\. •u).!, ... and ,~·I", so"· "9U Nl'1IIII' °""'3tin9 Volflol)'I 120 VAC '° Hr -,;--01)«,&Ul\~ Cu!"'ol 1& mA tat Cl!fllad A.ntiOQ (rM>Miv~) 1 A/Tlt,er~ 111 :)0 vrx: m !20 V//4C 4AGOSl'l'I' ,mokt ~ar W11n 1iw1 FQffff c lllann co ,et. 1_"5°1", ~ ll. hHt .en~. at1d ,oil(1 J f$ dUA. 10 fl. ---~- ,._ __ ,,.._....,.,,,.....,=-:..--------------~------·--·---· .. --... _______________ _, NOV-05-1998 07: 54 FA>-'.BRCK 93% P. 0c?. " Dec-31-98 02:SSP NIELSEN DILLINGHAM 619 673-9675 PMOTOELECTIIONIC SMOKE Dnl!CTOIII . ..--------~------------...,...--------------.. ----------------- """NO CONNECTIONS usuo COftTl'OI. IJIIIIT ·---t .... , ...... ,.,,,"-. ~lli,t fot dwta1l 910-li ----.l'OWUl Wl'UIY1SION UNIT """-----1 l-·-···· ---------:0 Ef\fO OF ~lllf' ocv11a l:m11ro-ney ~ {~ O (Clm A) J· Aerum tnitla1in<J e1r-ellft w;nng lo app,op11111, control unll ter~rw& an1:I coi,n9et l"G ,nc, 01 ti,,. d~ic-* pe,r tti. c-onbol l)llit imll'\ldlon11. · CAUTION: DO NOT Ust !009N wire und91 vc:r.,, 1e,m1niit. ThlPM IOf~mits ~ d~lj,Jl-,d lo i;,revunl looping of unbroken wi'l! eroond or under a tennlnll tertw 1n • manr,e, that .oold permit ttwt k»Pe<I w,re lo rtmai/1 un01oke,, dining 1~1itloo, 1111"1 w,;,ukl pmcludo slJS)fNlsion ,f ll'tfl wire, ~ to d~ l'rOm lhij t.rmin,-r. ~------------------------··------· .. -------- --------·-· ... ,._. ... ~--~---------- PRODUCT DATA sENSIT1VfTV 3.1 :t 0.50%/Ft. OPERATING TDfPIJIATURl RANGE 32•,=-to 1~•F o•c to 50~ OPERA TING HUMIOITY RANGI: 0 to 95% AH DETECTOR SIZE IJillmet•r ~hi w.lgh! PACKAGING s.1 in 2.0 1n. 8.8 01. ,~.s cm 5.0 i.:rn 0.25 kg 20 del.c1otS art pack9d in a ca~on ----------------------- SIIOKI DlffCTOR IPACING On smooth e-e1!mge (u denr,~ in NFPA ?iE:l. spacir,g of 30 feet (9. 1 m9C.ef&) may be u9'9d ;u a 9uide, o,t,er spacing may be uMd ~ndlr,g on ceilin; l'letght high air movement. and ottT•r colldrtic;nl$ or rtSpOnM requirwm•nls. -----------------. -__ , __ _ tLEC'TRO SICNAl LAB. INC SPl!CIFICA TIONS Thi!' ''"°k' delei;ton, st11dl be model 4450RT («SOSRn and shell operate on the photoelectronic light.S(at1eting principle. The de~ shall be Listod by Underwritors Laboratories, Inc. ~ smoke det~or shllll contain an intrar.o LED li9'1t soorce and e li9t,t sensing photod1ode. lheso component" shall be positlQntd sucm that when W1ok• ~lclvs enter the !lonsing area, light from the LED ref!~ onro me photo- diode When thit M'lount of light netht<;ttd onlo the photo-- <tlOt;te reache9 the ~sttlvity settirig, the tmok9 sampling rate shall lncree~ to twice (2x} normal. Tlle alarm sign.II shall be confirmed by requiring \h'" (3) $UC.CKSlve smoke 1111n~n!JS ubov1I the sensitivity Mtting. Oe1ecior alarm shall occur only afler eonfirmation Mid win eauS9 tttt! normally rt.hing power indic:.tor LEO to lignt CQr1tinvou1,ly and ti.. alarm ~ay lo oper•t•. TIM detectOtll shalt be upabht ol latching or non-latching -..rm functions. The detector.; shall provide an euily operated tuft.functional field test. Tr-. d,l.ctQ~ ,hall b• 6qulpped with an integral 135°F (57°C) (50 loot Ratod) heat sen~. Tho detoctOM shall bf a single part with a hmged cover and include .'I eonceal~ L11mpa1-r1'5istant 1atdl. Tho d(rtior,;to, ·shall inclvde in&ect ~rHns. All wiring termlnattorus sriall be to clamp-type 9Cf9W tf!n111nals prot.eted by a ti:,rminal block cover. Til9 :i1mo1<e de<ecior !ih11JI moon\ to II stwndard sil1\Jl""9ang elqe!rlcal bo><, a 4"' octagon.ai erectncal b0i1, or WIREMOLO No. S739 flxtu11.1 00)(, MODEL 44SOSRT O~L Y The ~mok11 detector shall contain aSl mlemal 85 dB horn whicli $mtt9 ~ ''"~ tooo whM the d41tector alarm,. 11345 SW Ltvf(on t)r. Tuatarln, OR ,ron ~ ~,.~ T.etnc3t suppm: IOO-Mt-141.4 Fll<Dack: UOUTI:CH')5 P.05 .... Dec-31-98 02:55P NIELSEN DILLINGHAM 619 673-9675 P.06 F'.04 t·IIJI.J-0~,-1':l98 08: 03 UST1NG No. CATEGORY: DUION: INS"rAUATION: MAAIUNG: APPROVAL: NOTE: J.J J Ei'ITERF'~: l '3E':i 7E.074 7?5,61 CAUP'°"to(.1.-, DEPAfrt.-...ENT OF F'ORE$1'1lY llll 1-IUE PR<Yl'EC.i1Ql'I Ofl1"1CI: Ql'"l'Ht': STATE FlM ""ASHAL. ftlftKfflOIN~~ LISTING SERVICE 7272~7:104 ESU$•ntrol, 12345 SW·t..v.ttvn Or .• Tualatin, Or 97062 COt'lt.ct: Flon laugh (503) 891-1369 Modei. 440A, 440C, 4400, 445A, 446C, 4460, 445E .aria wfU1 or wMou, tuffaxft R, T, S Of' ~-Refer to liltN'• date lhee1 for detailed product dncrlption and 0P19ration'1 constder~thm,. In 11eoordano• with liitee's printed inmlletinn in•trul.1.iont, epplicab&e codes anc1 ordlnenc:~ ar\d In a m•Mt:f' aeeesiteble to th~ •"thorftv hsving jurisdiction. Umd" pho~ ,mok.e ~ for uu with 11eperatefy lifted compa1ib1e eo"trol urwts, Fol'TI*ly 7U7-o447:104 ---·-------------··· --··· -~·--.----------~-------- nw lAHlNIII .. ~ Ul"Ott~M9eAJ.. ""'-TA ~rrl'l:D BY nu: A..,...uc./\Hr. C'6F"M f'lHI: ~Ml.lh~ l#'f"'!'1' HA.ti RSV*Y'fltfJ nc"*t~MG/e.t(l'IMOt~TAlWTIIIDQMOrMNl:f.' AH~VDlil'lcuXJHCW-ANT~ n,a...,,._•NOt ..... m,r:rrGlll-.C0 ~W'TMlnDll-9Y'D,,...~~twrWURll''l'O~·c:,c d ?I~ _,......,.. OIi 1Nf1'AIJ.A""* ~ R.o'a -,-0 ~"S 111,1,TA ..,..-r. lf!IST'AIJ.AflQft ~ .uilVOII OTM1'I IUl'TAaa ....... :nott ~ DAfflaUm: MAY 13, 1998 ~ LlillUt !Mff'ffl~no.t tlA'\'£ MOV-0$-1 ~ m: S".' rDTnL. r,. 01 r>. n.1 Qec-24-98 03:2QP NIELSEN QILLINGHAM !J, 1'-'! 619 673-9675 P.01 /4"",, Nielsen. .e.w1mm.... 3127 JEFFERSON STREET SAN DIEGO. CA 91110 TEL (619) 291-6330 FAX (619) 2.93-7620 SAN ?IEGO PLEASANTON LONG &EACH LAS VEGAS PORTLAND STATE UC. it 6941S1 e City pf Carlsbad Building Di;:partment 2075 Las Palmas Drive Carlsbad, California 92009 Attention: Tim Phillips-Building Inspector Re: Callaway Golf Ball Facility 2180 Rutherford Road Carlsbad, California 92008 Dear Tim, i' I t~'} ''J,• December 24, l 998 This letter is being prepared to document our proposed direction for completing the above referenced project to allow "Temporary Occupancy" for permit number CB 981941-(Office Tenant Improvement)\ We are also including a synopsis of the status on permit number CB 980400-(Building Shell). Our intent is to work with the City to formulate a plan that can work with the various City agencies in order to obtain ''Temporary Occupancy" on Monday, January 4, 1999. We understand that there is a lot of work to be done within the "following week, but believe that in conjunction With the City, it can be accomplished. We also know that there have been manymiscommunications and misunderstandings on finalizing work heading toward "Temporary Occupancy". With this document, we hope to clarify many, if not all of these issues. We would appreciate any City input of perceived problems with wh~t we are trying to accomplish. ( · We look forward to working with you, to push this project towards completion. CB 980400 (Building Shell) Anticipate that the following items will be comp1~ted next week: · 1) Fire sprinkler heads in the loading dock soffits-(to be installed on December 28th). 2) Painting of BFP and Fire· Hydrants-(to be done December 29th -(Bill Lopez has agreed to final the project when painting is complete) 3) Completion of the Fire Sprinkler monitoring .sis tern on December 28 th. 4) Hardscape is to be completed on December 3T1t. 5) Metal panels on e~terior of building to be complete by December 31 st- 6) Striping of the east-end handicapped parking area to be complete on December 30th• 7) Fire Department approval on December 29th, 8) Engineering Department approv~l on December 29th• 9) Planning Department approval on December 31 si, 10) Clean-up and sweeping of site and Rutherford Road to be completed by December 31st. 11) Roof screens and rooftop equipment will be installed and painted by December 3151. 12) Operation permits for the (2)-elevators will be· obtained by December 31st_ Dec-24-9B 03:21P NIELSEN DILLINGHAM 619 673-9675 P.02 '---• A~-~ Nielsen .2.w1r.mam_ 3127 JEFFERSON STREET SAN .. DlEGO,CA 92110 TEL (619) 29)--6330 --FAX /6J9) 293--7620 SAN DIEGO PLEASANTON LONG BEACH LAS VEGAS PORTLAND STATE LIC. 11 69~ 151 The following items will not be complete by Monday, January 4, 1999: 1) Landscaping will be 80% complete. (This was discussed with Larry Black this week, at which time he approved the release of the gas meter). 2) Roofing may not be 100% complete over the Manufacturing Area, which is not being occupied and is under a separate permit. 3) Fire lane wiU not be painted, nor signage installed at this time. (Colleen Balch stated that this will not be required at this time). 4) Loading dock soffits may not have the "finish" coat of the EIFS applied. 5) The site area where the construction trailers are located will not be paved or landscaped-(completion of this area will occur prior to Final Occupancy of the Manufactutjng Area) ···· CB 1941-(Office Tenant Improvement) The following items will be completed next week: 1) Installation, and final adjustments of all doors and hardware by December 29th• 2) Completion of all ceiling lighting, HV AC registers, and "cut" tile by December 29th • 3) Completion and testing of finish plumbing, HV AC, and electrical fixtures by December 30th. 4) Completion of all carpeting and VCT, and floor and wall tile in the Restrooms, Servery, and Kitchen by December 31 st• 5) Completion of Toilet Partitions, accessories, and mirrors by December 3ofu. , 6) Installation of the floorings in the Conference Center by December 30th. 7) Placement of Fite Extinguishers and related signage by December 28th . (cabinets are already in-place): · 8) Installation and connection of Kitchen and Servery equipment by December 31st• 9) Installation of Security Desk on December 28th. The following items will not be complete by January 4, 1:999: 1) Lobby floor tile and base may not be complete, although a path of travel to the exit will be maintained. 2) Lobby wall coverings may not be complete. 3) Glass panels for the stairs and Atrium area may not be complete- (temporary panels are beirtg installed at this time) 4) The window into room #154, (Prototype area), will not be installed-(an opening larger than the doors is needed to install Callaway's equipment that will be installed in January) 5) Finish trim to conceal the Won Door between the Lobby and the Conference Center may not be complete. , 6) Glass front at 2nd floor Control Room may nof be installed. 7) "Full-size" ceiling tile in the Prototype, and 1st floor Open Office areas may not be complete. 8) Central heating, and hot water to the restrooms will not be available, due to the minimum (5)-days needed to "burn-in" and test the Boilers after the gas meter is released for our use. 9) Health Department approv~l will not be obtained, as there will not be hot water to the restrooms. Dec-24-98 03:21P NIELSEN DILLINGHAM 619 673-9675 P.03 6~ Nielsen .2JJJL?CW-. J 127 JEFFERSON STREET SAN DIEGO. CA 92110 TEL (619) 291-6330 FAX (61.9) 293-7620 SAiii DIEGO PLEASANTON LQNG"BEACH LAS VEGAS PORTLAND STATE llC # 694 I 51 e We will be scheduling inspections with you daily, to allow sufficient time for the number of inspections that will be required next week. Additionally, we are anticipating a final inspection for the Office T.I. on Thursday, December 31 st that may require additional time for your review. I hope this clearly illustrates our proposed plan of action, and as always, welcome your comments, concerns, and assistance regarding the completion of these items. Please contact me at your earliest convenience-(760) 431-8712. Yours truly, ~~ Craig Tyler Project Superintendent Nielsen Dillingham Builders cc: Mike Peterson-City of Carlsbad Building Dept. Pat Kelley-City of Carlsbad Bµilding Dept. Andrew Gracey-Callaway Golf Mark Langon-Smith Consulting Architects Matt Conners-NOB Dec-30-98 OB:34A NIELSEN DILLINGHAM ~ ,, N:IELSEN DILLINGHAM BUILDERS 6~---... Nielsen .2,iDlfflW- Lic.# 694151 312 7 Jefferson Street San Diego, CA 92110 Phone: ( 619)29 J-6330 Fax: (619)297-5902 TO: CITY OF CARLSBAD FIRE DEPT 2560 Orion Way Carlsbad, CA 92008 ATTN: Colleen Balch PHONE: (760) 931-2141 WE ARE SENDING:_ O Shop Drawings !if Letter 0 Prints O _Change Order O Plans O Samples O Specifications O Other: DETAIL ITEM NO. COPIES DATE 12/23/98 Remarks: FAX: (760) 929-0256 SUBMITTED FOR: O Approval G2f YourUse !i!f As Requested D· Review and Comment SENT VIA: @ Attached O Separate Cover Via: ITEM NUMBER CC:.fl,.ndrew Gracey@Callaway Golf Company, Mark Langan @SCA Tim Phillips, .Pat Kelley@ City ofCarlsb~d, Matt Conners· ~ E.,pedmtm (\i11trac:t .il\dmim:str.i.tion Software San D1e10 CDmmtrd~I Division OPERATIONS Ver 3 619 673-9675 P.01 TRANSMITTAL No. 01684 CALLA WAY GOLF MFG FACILITY DATE: 12/28/98 REF: Gas Meter Release E-MAIL: ,. DESCRIPTION Letter ACTION TAKEN: 0 Approved as Submitted D Approved as Noted D Returned After Loan O Resubmit O Submit D Returned D Returned for Corrections D Bids Due: s-,f~ .CoAIJ}y Matt Conners Pase 1 of 1 Project Name 046142 Projcc1 Number STATUS NA Dec-30-98. OB:3SA NIELSEN DILLINGHAM 619 673-9675 &~ Nielsen J.2.u,1gm_ 3 I 27 JEFFERSON STREET SAN DIEGO, CA nJJO TEL (619) 291-6330 FAX (619) 293-7620 SAN DIEGO PLEASANTON LONG BEACH LAS VEGAS PORTLAND STATE UC.# 694151 City of Carlsbad Fire Department 2560 Orion Way Carlsbad, California 92008 Attention; Colleen Balch-Fire Prevention Officer Dear Colleen, December 23, 1998 This memo is to confinn our phone conversations on December 23rd, 1998 regarding the Callaway Golf Ball Facility at 2180 Rutherford Road. During our conversation, you stated that prior to releasing the gas meter for our use, Fire Department policy is that final inspection be obtained, which includes the following items: 1) The Office area fire sprinklers must be complete, operational, and monitored. 2) All required exiting from the Office area, (i.e. lighting, signage, safe paths of travel}, must be complete and unobstructed. 3) All Office area life-safety items, (i.e. Fire doors, smoke detectors, separation between the occupied areas of the Office and the ongoing Production area tenant improvements), must be complete and operational. 4) The designated Fire Lane around the entire building must be, and remain free and clear of obstructions. These items have been, or will be complete ·by Monday~ December z'8th, at which time I will contact you to schedule your required inspection. If you have any questions, comments, or corrections to this memo, please contact me at the numbers listed below. y/4:!'_szu c~';;/er Project Superintendent Nielsen Dillingham Builders Ph# (760) 431-8712 Fx# (760) 431-8703 cc: Matt Conners-NDB Andrew Gracey-Callaway .Golf P.02 ~/•' ------CAILAWAYGOLFCOMPANY~ GQLf \I" Fax# (619)438-0894 December 16, 1998 Tim Phillips Building Department City of Carlsbad Community Development 2075 Palmas Drive Carlsbad, CA 92009-1576 RE: Request for Building Occupancy Callaway Golf Ball Facility 2180 Rutherford Road Dear Mr. Phillips, This letter is to request occupancy oftb,e new 8allaway Golf Ball Facility located at 2180 Rutherford Road, Carlsbad. We are requesting occupancy of the front portion and tooling/maintenance area of the building at this time. Our current schedule calls for our 'move in' by ianuary 4, 1999. We will not be occupying the building prior to this date. It is necessary to release the gas meter expeditiously in order to meet our January 4, deadline. Please do not hesitate to call to discuss any questions or concerns you may have regarding our current schedule. Thank you for your assistance. Program Manager AMG/mh cc: Matt Conners, Nielsen Dillingham Builders Mike Peterson, City of Carlsbad 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 931-1771 • FAX: (760) 930-5024 SuBs!o!ARIES: CAJLAWNf GoLF SALES CoMPANY • CA!LAWNf GoLF BAIL CoMPANY • CA!LAWNf GoLF (UK) L!MrIID • CA!LAWNl GoLF (GERMANY) GMbH • GoLFThADlNG GMbH • ODYSSEY GoLF • ERC lNrERNATIONAL K.K. DMSION: CA!LAWNf GoLF OOERNATIONAL o'la!u GOLF~ FAX SHEET 2285 Rutherfor~ Road * Carlsbad, CA 92008 Phone: (760) 930-8312 * FAX: (760) 930-5033 NUMBER OF PAGES: (Including cover): 2 DATE: DECEMBER 16, 1998 TO: Tim Phillips City ofCarlsbad FROM: Andrew Gracey Program Manager cc: Mike P~terson, City of Carlsbad TIME: PHONE: 760/438-1161 FAX: 760/438-0894 PHONE: 760/930-5359 FAX: 760/930-5033 Matt Conners, Nielsen Dillingham Builders This message is for the exclusive use of the individual or entity for which it is addressed and may contain information that is confidential and/or constitutes a trade secret. If the recipient of this message is not the addressee or a person responsible for delivering the message to the addressee, $UCh recipient is prohibited from reading or using this message in any way. If you have received this communication in error, please notify us immediately by telephone and destroy the fax message. If you have a problem with the receipt of this transmission, please contact us at the above phone number. Thankrou. Re: Request for Occupancy 2180 Rutherford Road December 16, 1998 h:\forms\faxcover.doc OEC-·31-98 09=55 FROM,SO CAL !;,OI~ TESTING IQ,81928~4321 PAGE ·~ ·w FAX COVER SHEET lf you. d.o not receive all of the p~ges or if you have any questions, please call us at 619/280-4321. Fax numbet 619/280-4717. DATE: becember31, 1898 TO: Nielsen Dillingham ATTN: Matt Conners FAX#! (760) 431-8703 FROM: H. Barton Hill RE: Ci;lllaway Golf Ball Facility, 2180 Rutherford Road, Carlsbad, California, Permit No. 98-400. iOTAL NUMBER OF ~AGES: 2 Please fir,d Attachment to verify approval of special inspections conducted during the constru~on of the: CALLAWAY GOLi= BALL FACILITY 2180 RUTHERFORD ROAD CARLSBAD, CALIFORNIA PERMIT NO. 98-400 Thank you for your attention to this matter. Respectfully Submitted, · Southern California Soil & Testing, Inc. H. Barton Hill, Staff Engineer DISCREPANCY FAX 9812171-,.ooc 1/2 DEG-31-98 09:55 FROM,SO CAL sorL TESTING ID,6192804321 PAGE 2/2 ) ·/f SOUTHERN CALIFORNIA s91;r.,& TESTING, INC. 6280 R.i\letda}e Street, Sim Diego, CA 92120 P..O. Box 600627, Sall Diego, CA 92160-0627 619-280-4321, FAX 619-280-4717 _December 31, 1998 Callaw~y Golf 2iss ·l\uth~tford Rd. Carlsbad. California 92008 SCS&T 9812171 Report No. 4 Refertmce: Callaway GolfBaH Facility, 2180 Rutherford· Road, Calsbad. California,. J>ermit No: 98-400 Subject: Verification of Special Inspection Ladies/Gentlemen: Special Inspections of Epoxy Anchors, High Strength Bolting, Reinforced Concet~ Ultrasonic Testing, and Welding were performed at the referenced project by Inspectors employed by Southern California Soil & Test~ng. Xnc. as detailed in Special Inspection Reports No. I through 28. To the best of my knowledge. the work r~quirjng special inspection was performed in conformance with the approved plans and ~pecifications~ and the applicable workmanship provisions of the Uniform Building Code. We appreciate th~ opportunity to provide our Special I~spection services. RespectfuUy submitted, so~ CALIFORNIA SOIL & TESTING, INC. George A. Gavit. RC.E. #56564 · GAG:HBH:nlw cc: (I) Nielson Dillingham Construction (I) Smith Consulting Architect (l) City of Carlsbad 12-31-1998 11 :d3AM FROM MITS.ELEV.SQ.CAL 714 22~d730. J.. MITSUBISHI ELECTRONICS AMERICA Elevator/Escalator -Division Southern California BrancD (MELA/EED/SOCAL) To: Nielsen Construction Doc~#: Attn: Matt Connors Date: 12-31-98 From: John Reynolds Pages: 1 CC: Subject: Hoistway Entrantes for elev. #2 Attn: Matt Connors The hoistway entrances for elevator #2 have a UL-B rating. If you have any questions or need further infoonation please let us know. Th~s .5665 Plaza Drive, Cypress, CA 90630 Tel. 714-220-4700 Facsimile 714-220-473() P. 1 ' ........ ,,-.. .. ..... ,;: .. , .. ..., ·"~" ,,, .. ·--0E2:ti-\ ~8 ·11 ;-~; · ·· · LOU 1 s PERRY & ASSOC 1 NC ~e,;-.::.,1.-;pQ .&..&..•W'-'""' •• .._._._~ ... •• ...,,_, ___ ••-•-•• NIELSEN DILLINGHAM BUILDERS 330 334 1658 P.02/02 REQUEST FOR INFORMATION No. 00465. 6··, ., 3117 Jlfterson Street --· .. --·--· -······-·. Nielsen Sln Diezo, CA 9211.0 Dflllnl!Jam Phone: (619)291-6330 M'Wtew-~---ru: (619)297~5902 . Lie.# fi9-CUI CALLAWAY GOLF MFG FACILITY 046142 SUBJECT: NDB-~(?,0~~1s @_Platfo~~--___ .__--, .. -. --. -_. -·· -· DATE: 12/21/98 TO: ATTN: LOUIS PERRY & ASSOCIATES 165 Smolerise Drive Wadsworth, OH 44281 Lyle Ferreira PHONE: (330)334-1S85 FAX: (330)334-1658 REQUEST: STARTED: REQUIRED: COMPLETED: SUB.REF: RFI: 12/21/98 12/21/98 E-,MAil.,: LOUISPEAA Y _ASSOC@COMPUSERVE.C.'OM Per sheet 1704S, The foundation schedule depicts 3'-011 square foQtings. The footings were excavated as 2'·10" wide.x 3'-0" long x 2'·0" deep and rebar installed is 2'-411_ long. Please v~ this is acceptable. cc:Craig Tyler -NDB -.. Mike Govern -NOB Sfpedsbf ~ . Henzy Foster . ANSWER: Reviewed by: /tt Date: ,!(' r:ite: 1100 ee:1,. ferrsira ,,,,,,,. ·, TOTAL P.02 NI.,E~SEN DILLINGHAM BtJILI.>1¾RS fl· .. ,c •• z_,.,,. 3127 ~cffer$0n Street · Nielsen San Diego, CA 92110 F IL E Dllllnam;m Pbo~e: (619)291~6330 · #'W'MM~\WM Fax. (619)297-590~ uc.# 6941s1 TO: ATTN: PRIME STRUCTURAL 16980 Via Tazon Suite 260 San Diego, CA 92127 Chung Song PHONE: (619)487-0311 FJ\X: (619)487-0206 REQUEST: P,~O? REQUEST FOR INFORMATION . . · No. 00450 COPY CALLAWAY GOLF MFG FACILITY · Projec1 :'lan1<. SUB.REF: DATE: STARTED: REQUIRED: COMPLETED: 046142 Project :slo.: 11/30/98 11/30/98 12/1/98 NDB RFI: 00449 E-MAIL: PRIMESTRUCT@ACCESSJ .NET Please see attaclled drawing. Note -This is being installed at ·this time. . ' .• ANSWER: I , Reviewed by: ___ \r-~_.,_1-_.,,._1--'-~-~-· __ c&1-f ______ _ SN~ Coiamtrdll DI.W.• OPIRATIONS Vu3 Paaclofl Dec-02-98 18:58 ~ .. I . ,, -. ~- PRIME STRUCTURAL ENGINEERS 18980 Via Tazon, Suite 260 San biego, California 92127 Tel (61,9) 487-0311 Fa>t{619) 48'1-0206 TELECOPJER TRANSMITTAL Date: _ . \ri ~ i :" i ~ Time: &, ~ \ 0 r r1 .-... : ... ~. ' · Attn·: ~--,~~~ Company: ND(? From: . ~11iA bwv~-o . S4bject: Total n~mber of ·pages (including this cover she~t) : ~ If there are any questions regarding the r~ception of the number of pages listed ~bove, please call at (619) 487-0311 P.01 ,,. -· .. -··-·····'*·-~---------·-·-··-·---,... ... _......... . .. ,. Dec:-02-98 ~CD 18:59 P.03 WPrOlnlr ,, 1· ooc.-1" )11 \A.fi.\.O wou\O Be_ Ftt"" €uU4~ ~ ~t'l-\ C,mlltlL~ \J~ X'.s) 1• Xir-----:---~----~~ l<D O.l,. ~-'NIELSEN DILLINGHAM BUILDERS ffi 3127 Jefferson Street _ Nielsen San Diego, CA 92110 Dillineham Phone: (619)291-6330 4, ........ ;WA Fax: (619)297-5902 Lie.# 694151 TO: MARTIN & LEWIS DRYWALL 1784 La Costa Meadows Suite #101 San Marcos, CA 92069 ATTN: Tom Martin PHONE: (760) 471-0275 FAX: (760) 752-1461 RFI TRANSMITTAL No. 01554 CALLA WAY GOLF MFG FACILITY Project Name 046142 Project Number DATE: 12/3/98 ---------------- REF: RFI Response #450 E-MAIL: WE.-~--~~~JN,G:c --·--~·-.,. ·, · _ _,, /:·? .. ,}',) -SUBMI:~U::FQRf ··:; i1.:.i'} <:-5~.,i::;b ,,c:1 ,': , .... ....,,. , ..... ., >. ' :-'<,,,ff~'.<-,,~ ...... -I<,,..._----,,.,_· ,-,.. ,,,.:;__ :~)\Q,WJO~JW,,i4J.ttI~Ii;:;;;0 ::;\ ·. ,. --~ : ~~ :~ " ., D Shop Drawings D Approval D Approved as Submitted · D Letter '@ YourUse D Approved as Noted - D Prints D As Requested D Returned After Loan D Change Order D Review and Comment D Resubmit D Plans D Submit D Samples .. ;SENffi·,~IA'.·~ :-?· :--~<, :r, ·::s, 5::'.:-" ,t, £'::i;'t/ ',\-; ·; t ,,' ',).,,,_.,,~+,,¥,>\ j'-._,~_.,,,',"~,:,,~iJ.-'ri'_,,''., '•/,t ,,,:· I. ·, D Returned D Specifications @ Attached D Returned for Correctiqni;. .. li1 Other: RFI D Separate Cover Via: 0 Bids Due: 12/10/98 Please respond byl · 12/10/98 .. I if this attache~ Rl=I Response contains_a c.o~~t~r tinle impact. No· response recieved by Required Date will constitute-.a "No Cost, ·No ·Tifnei• :1rppi¢t. · · ' . .._ ·,~ < , DETAIL 1TEM·NcJ~:-J;~tl~it:~~!!E~:.~,~J:~l~I~s~~~~~~~~lt[~~]Br~~1:~;.~i¥K~~z~,.XAtR~i 1 1 12/3/98 Response to RPI #450 CLO Remarks:· CC:'tim Phillips@ City of Carlsbad Signed:~J..~ Matt Conners . Expedition Contract Administration Software ® San Dleco Commercl1l Division OPERATIONS Ver 3 Pagel of l O,ec-02-98 18:581 NIELSEN DILLI~GHAM Bl]ILDERS • /.'"-,,. 3127 ~cffcrson Street · Nielsen San Diego, CA 92110 Dllllnah2m Phone: (619)291-6330 4 ,8 ,8 _,,__\KM Fax: (619)297-5902 Lie.# 694151 SUBJECT: Wes~ ~oadi~~ D~c~---- TO: ATTN: PRIME STRUCru:RAL 16980 Via Tazon Suite 260 San Diego, CA 92127 Chung Song PHONE: (619)487-0311 FAX: (619)487-0206 REQUEST: P.02 REQUEST FOR INFORMATION . No.00450 -------···--·······--··· . CALLAWAY GOLF MFG FACILITY SUB. R;EF: DATE: STARTED: REQUIRED: COMPLETED: Projcoi~amc. 046142 Proj<ct ~o.: 11/30/98 11/30/98 12/1/98 NDB RFI: 00449 E-MAIL: PRJMESTRUCT@ACCE:SSJ .NET Please see attac~ed drawing. Note -This is being installed at this time. ANSWER: Reviewed by: ___ \._Vi-__ ,,,,_1~-~-~----~----- ·I: Paaclofl 1 , D_ec-02-9~ 18: 58 ..... -=·· .. PRIME STRUCTURAL ENGINEERS 16980 Via Tazon. Suite 260 San Diego, C~lifornia 92127 Tel (619) 487--0311 Fa>c9'(619) 48'7-0206 TELECOP~ER TRANSMITTAL . ' . Date:_ \<2,~1,_..-,~ Time: &,~ \ 0 r r1 ··,:, ' . · Attn·: Company: From: SLibject: ~---·~.,,~ -~~ ~~fr~ ~t&j Total n~mber of ·pages (including this cover sheet) : "? Remark: # .. •:. .. •• If there are any questions regarding the reception of the number of pages listed ~bove, please call at (619) 487-0311 P.01 ~'· -· • ·-··-• •••" ........ ____ R __ , ____ ... ,_ .. -.... , ... -·-·••• Qec-02-.98 18: 59 . CD u..;-e..lO 1.JJOW\0 Be_ f'tt" £~~ ~ ~r\'\ C,m~W \J~ X'.S) 1• l~ 0.4. NIELSEN DILLINGHAM BUILDERS ,, · -~ & 3127 Jefferson Street ,. Nielsen San Diego, CA 92110 0·1r h · Phone· (619)291-6330 .,.,',.4"41W» Fax: • (619)297-5902 Lie.# 694151 TO: CITY OF CARLSBAD . ATJ:.N: Tim Phillips PHONE: WE 'ARE ·SE:NDING:. D Shop Drawings D Letter D Prints D Change Order p Plans D Samples ., D Specifications [if ·other: DETAIL tTEM~O. COPJES ])ATE 1 1 11/6/98 Remarks: CC: Wayne DeGusseme @ A.O. Reed Paul Lively @ Bergelectric FAX: ST;mMIT,TED FO]l: . D Approval @ YourUse D As Requested . . D Review and Comment 'SENT VIA: @ Attached D. Separate Cover Via: 1T!);M NUMBER ® Expedition Contract Administration Software San Diego Commercial Division OPERATIONS Ver 3 TRANSMITTAL No. 01390 CALLA WAY GOLF MFG FACILITY DATE: 11/6/98 REF: Field Bulletin #204 E-MAIL: ., ~CTION T,A!{EN: . D Approved as Submitted D Approved as Noted D Returned After Loan D Resubmit D Submit D Returned .. D Returned for Corrections D Bids Due: DESCRIPTION ' ' ',, Field Bulletin #204 Slgned:{iiRI: ~ _.. Matt onners Page I of I Project Name 046142 Project Number STATUS OUT 11-06-1998 10:26AM FROM SMITH~CONSULTING-OUT 619793d787 Smith Consulting Architects Architecture and Planning ARCHITECT'S FU:LD BULLETIN . . DISTRIBUTION OWNER ARCHITECT. CONSULTANTS Field ·Bulletin #: 204 ------- Owner: ,. Callaway Gol1 Company Cbntractor: Nielsen Dilling! 1am Builders ·· David Youtku; CONTRACTOR FIELO OTHER Date: 11-6~98 Project No: 96240 ------------ Project: Callaway Golf Ball Issued By: ------- This Bulletin dirE!:cts you to procet:d as indicated: CHANGE AUTH()RIZA TION: I J In order to expedite the work and a, oid or minimize delays in the work v,,hich may affect Contract Sum or Contract Time. the Contra~ Documents are h ?reby amended as described below. Proceed with this work promptly an< submit final costs for Work involved and change in Contract Time (if any), for inclusion in a sub-sequent Chan9e <:.rd.er. CLARIFICATION N011CE: I~ Execute promptly the instructions gi ,en herein. Which interpret the Contract Documents or order minor ehanges in the work without change in Contra, :t Sum or Contract Time. Indicate your acceptance of these instructions as con~istent with the Contract Docume 11ts and return a $igned copy ~o the c\rchitect. If you. consider ~t a ct\ange in Cc -ntract Sum or Contract Ti~ is required, submit an itemized proposal to the architect immediately and before pt ,ceeding with this work. If your proposal is. found to be satisfactory and in proper order, this Bulletin will be s1,1p ~rM<fed by a Change Order. REQUEST FOR'.PROPOSAL: (] Chang" described herein are beln, 1 considered for incorporation into the work. Submit an itemjzed quotation. in format required by the Contract Oo ::uments, indicating your proposed changes to the Con'1'act $um or Contract Time.Oo not proceed with the chang, .:s described herein until further written instructions are issued by the Architect. DESCRIPTION: · .FIELD DIRECTt\/E/DRAMNG A' ITACHEO! ~ L:\PROJEC1'.96FILE$\96240\FldBltMast+ r,doe 5355 Mira Sorrento Place• Suit,, 650 • San Diego, California 92121 • (619) 462-3188 • Fax (619) 452-3907 P.2 11-06-1998 10:26AM FROM SMITH_CONSULTING-OUT 6197934787 P.3 . . ~~~ !L~OR PLAN SOUTH WEST • MECHANICAL n ,- --------~"1---.. --,.u:.-r.-. -----------,_;;;;:;;;1;'icia!iii-er,;;..a;;-. --~ C') Mc:PARLANE M.:~HANIC.Al. FIRST FL,C,OR SOV'l'HriE'ST f'LM !.,.~ASSOCIATES 1---..,.-i'Wc.-. ! I ~~=: CALLAWAY GOLF ... ,,,____r,:;KCCI. CA '!!_t.~, .... ,,.,_ . BAU. ~UFACTUIUNC FAOl.JlY Smith Consulting Architects CAt.LAWAY GOLF G-OLF BALL FACILITY 2180 RlffifERFORO RC AD CARLSBA01 CALIFORNIA 92008 11-u,-'fb DATE 96240 .!OR NllMAfR FD NO. 204 / SUBMITTAL DATA DJ tharpefl1ru~!1D0@1itfl@1rucampan1.1 August 26, 1998 . A.O. Reed and Company 4777 Ruffuer Street San Diego, CA 92111 Attention: Subject: Wayne DeGusseme Callaway Golf Office T.I. (McParlane) Carlsbad, CA Thorpe Job 33-905 D 2741 So. Yates Ave., Los Angeles, CA 90040 (213) 726-7171 D 24100 Broad St., Carson, CA 90745 (310) 834-7294 D 4550 Federal Blvd., San Diego, CA 92102 (619) 262-0741 D 2664 So. Highland Dr., Las Vegas, NV 89109 (702) 735-6050 D 215 So. 14Jh Street, Phoenix, AZ 85034 (602) 258-6861 We are submitting the mechanical insulation materials which we propose to furnish and install at the subject project in accordance w!th the follo"'.'_ing sections of the specificayons: Section 15800 Heating Hot Water Supply and Return shall be insulated with Johns-Manville Micro-Lok 8?0 fiberglass pipe insulation with AP jacket. Thickness shall be 1' for pipe sizes 2" and smaller, and 1-1 /2" for pipe sizes 2-1/2" and larger. Elbows shall be insulated with Johns-Manville Zeston preformed PVC elbow covers. Chilled Water Supply and Return shall be insulated with Johns-Manville Micro-Lok 850 fiberglass pipe insulation with AP jacket.. Thickness shall be 1" for pipe sizes 2" and smaller, and 2" for pipe sizes 2- 1/2" and larger. Elbows shall be insulated with Johns-Manville Zeston preformed PvC elbow covers. Steam Piping shall be insulated with Johns-Manville Micro-Lok 850 fiberglass pipe insulation with AP jacket. Thickness shall be 1-1/2" for pipe sizes 2" and smaller, and 2" for pipe sizes 2-1/2" and larger. Condensate Return Piping shall be insulated with Johns-Manville Micro-Lok 850 fiberglass pipe insulation with AP jacket. Thickness shall be 1" for pipe sizes 2" and smaller, and 1-1/2" for pipe sizes 2-1/2" and larger. Concealed and Exposed Interior Supply and Return Ducts shall be insulated with two inch thick Johns- Manville Microlite R-Series :fiberglass duct insulation with a factory applied flame retardant foil reinforced vapor barrier facing with a 2" tab for the joints. The insulation shall be secured with 16 gauge galvanized wire. • (oust Collection Duct (where indicated by engineer's notation _on drawirtg/~ketch) shaltbe· insulated with 3M Firemaster wrap, meeting all UL requirements for a 2 hotir fir~ :rate~HIJ.stijllation,(see attached d'lit~ : _, •~eet~ . . L . Please return one copy of this submittal to us, with your approval or comments. Tzi~= Rick Morrison RM/dsa Enclosures In Sixteen Copies YSTEM COMPONENTS • FireMaster Duct Wrap • FB 2000+ Silicone • Hardware Acces- sories PRODUCT DATA FireMaster Duct Wrap Applications • Grease exhaust ducts • UL R6418 • Completely inorganic • Excellent thermal and acoustical properties • lightweight, flexible • Cuts and installs easily • Foil encapsulated • 2300°F rated • Fire rated air exhaust ducts • Chemical exhaust ducts • Stair pressurization ducts • Flammable or hazardous exhaust ducts • Trash and linen chutes Flammability (ASTM E84/UL 723) Foil: Flame spread 5 Smoke developed 5 Blanket: Flame spread 0 Smoke Developed O Thermal Resistance R value per ASTM C 518: 4.15 per inch at 70°F Physical Properties Service range: to 2300°F Melting point: 3200~F Color: white · Maximum quantities of water leachable elements (PPM) on fiber surface , Boron 100; Chlorine-5; Fluorine 50; Sulphur 1 O Chemical Analysis (% weight basis after firing) Alumina (Al203), 45; Silica (SiO2), 53; other 1-2 Chemical Properties FireMaster Blanket po$sesses excellent resistance to chemical attack. Exceptions include hydrofluoric :;i,cid, phosphoric acid, and strong alkalies. Unaf- fected by oil or water, thermal and physical proper- ties are restored after drying. Availability Thickness: 1 ¼" F'iolls: 2e• long x 2' and "4' Wide •\_ roil Physical Propert_ies: Puncture Resistance -Beach (ASTM P-781) 100 units minimum April 1996 : : · Tensile Strength (ASTM D-828) M.D. 40 lbs./in. width average -G.D. 40 lbs.fin. width average Bond Unable to delaminate without destroying the facing Light Reflectance (ASTM C-523 [500 nm]) 90.5% Environmental Testing Weather Resistance No corrosion or delamination at 120°F, 95% relative humidity for 30 days. Temperature ·Resistance The laminate withstands 4 hours at 150°F without delamination. Water Resistance Withstands 24 hour H20 immersion at 70°F without delamination. - Cold Weather Fiexibility, Masland Cold Crack (ASTM D-1790) At -40°F passes with no cracking of the polypropy- lene surface Dimensional Stability (ASTM D-1204) G.D.± 0.125% M.D. ± 0.125% 3M Fire Barrier 2000+ Silicone Sealant 3M Fire. Barrier 2000+ Silicone Sealant is a ready- to-u~e, gun grade, one component silicone elas- tomer that cures upon exposure to atmospheric humidity to form a flexible seal. Applications ldealfor sealing simple .penetrations such as HVAC and grease ducts to control the spread of fire. Helps limit the spread of noxious gas, smoke and water. maintains the integrity of fire rated construction. Physical Properties Color: light gray Working time: 1 O to 20 minutes Cure Time: 14 to 21 days at 77°F (25°) 50% R.H. Sag of slump flow: <0.1 " Elongation at Break: 500% Availability 10.3 oz. caulking tubes , 2 and 4.5 gallon pails To qualify as a shaft alternative system, a Fire- Master Duct Through penetration system must be Installed. Thie eystem Includes l"'lreMaeter Ouot Wrap and 3M 2000+. See UL Systems CAJ7013, CAJ7015, CAJ7020, CAJ7022 and ULC Systems FRo.:.3 and FRD-4 on pages 14 and 15 for details. Page 3 ,· / .. /I ' 1·~ .. ~.:.;~. ' ' ' ., •' . ;y~ ' ' ' . I. !' TEST PROGRAM FIREMASTER DUCT SYSTEM l ' '9.~.E.A~fQV,P,f,l)~t,xg-r; l/~Q~~ij p~f;t?&/'!/f)1kff};_;;:~;:, '.~~? ,;:, Test Method Performed/Evaluated FireMaster Products UL 1978 Underwriters Laboratories 3' Duct Wrap (2 layers) 1(2 hr. zero cleqrance to combustibles ULC Protocol .Underwriters Laboratories of Canada 3' Duct Wrap (2 layers) 2 hr. fire resistance rated; 1/2 hr. zero clearance to combustibles Guide No. 440,E9 ASTM E119 Omega Point Laboratories 3' Duct Wrap (2 layers) 2 hr. Engulfment Test ASTM E119 Omega Point Lal)oratories 2 hr. Wall Panel Test 3' Duct Wrap (2 layers) ASTM E814 2 hr. Firestop Test (2 layers) Duct Wrap, UL-1479 Underwriters Laboratories 2000+ Silicone CAd7013, 7015, 7020, 7022 '. AIR DUCT-ULAWNW;' ULC-FRD-3 ~:. ";' < :, :. • ; ' , ... • •• ·::: );°::· ·::~~ ... _. ' -. ISO 6944-1985 LPG Laboratories, 2 hr. 3' Duct Wrap (2 layers) ISO 6944-1985 LPG laboratories, 1 hr. 1.5' Duct Wrap (1 layer) ASTM E814 Underwriters Laboratories Duct Wrap, FB 2000+ UL 1479 1 hr. CAJ7013, 7020 Silicone ASTM E814 Underwriters Laboratories Duct Wrap, FB 2000+ UL 1479 2 hr. CAJ7015, 7022 Silicone FIREMASTER DUCT SYSTEM '3M offers a FireMaster fire protection system for fire ,,,. rate<;! air, grease, and chemical exhaust ducts to sat- isfy requirements for up to 2 hour ratings. This cost-effective system offers lightweight protec.,. tion of various ductwork systems-without the prob- lems associated with other protection methods. FireMaster Duct Wrap is installed as manufactured and, therefore, provides reliable, immediate protec- tion that does not degrade under service conditions. The wrap installation method is fast and simple, requires no special skills; and uses tools commonly found on most construction projects. Other applications for 3M FireMaster systems include cable tray and emergency line conduit, structural steel, safing and construction joints, and plastic pipe protection barriers. 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Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Cc3llaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Pre-Mixed 3083001 Time In Mixer (Minutes): 90 Slump, Inches: Truck Number: 431 Tic!<et Number: Samples Fabricated By: JWB Samples Tes_ted.Sy: . .. Laboratory Number: 1119 1120 1121 Mark: 5 Date Made: 09-16-98 Dat'e Received 09-18-98 4-3/4 274138 NH Date Tested 09:..23~98 10-14-98 10-14-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 68,250 94,250 97,250 Compressive Strength, psi 2,410 3,3,30 3,440 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 123.4 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.75% 0 0 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith. Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 09-16e.d9c 10118/98 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number.'. -Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Fac.ility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In Structure:· Materiai Supplier: Pre-Mixed 3083001 · Mix Des1gnation: Admixture(s}: Time In Mixer (Minutes): Slump, Inches: Truck Number: Samples Fabricated By: . . {.aboratory Number: Mark: 2 Dat$Made:· Date Received 386 JWB Ticket Nµmber: Sam.pies_ Tested By: .. 1110 1111 ·1112 09-16-98 09-18-98 4-3/4 274012 NH Date Tested 09-23-98 10-14-98 10-14-9e . Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 73,000 100,750-102,500 Compressive Strength; psi 2,580 3,560 3,630 . Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 125.1 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 2.5% 0 0 -Specimen sampling, transportation and compressive stfen!Jth testing Were performed by this agency in accordance with the applicable ASTM standards. This agency rnakes no other.warranties.express or implied. Distribution: (1) Callaway Gdlf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 09-16b.doc 10/18/98 · Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project L.ocation: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Qesignation; Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Pre-Mixed 3083001 Time Jn Mixer (Minutes): Truck Number: Sample$ Fabricated By: 600 441 JWB Slump, Inches: 4-1/2 Ticket Number: 273960 Samples Tested By: NH Laboratory Number: 1107 ·1108 1109 ' Mark: 1 . Date Made: 09-16-98 Date Received 09-18-98 Date Tested 09-23-98 10-14-98 10-14-98 Diameter, Inches 6.00 Atea, Square Inches 28.27 Maximum Load; Pounds 69,000 107,500 105,750 Compressive Strength, psi 2,440 3,800 3,720 Age Tested, Days 7 28 28 . Required 28 Day Strength, psi 3,000 Unit Weight pcf; 126.9 Permit No: 98-400 Plan File No:, CC Temp: Air Temp: Air Content: 4.5% 0 O· · Specimen sampling, transportation ancf compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express Qr implied. Distribution: (1-) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 09-16a.doc 10/18198 Reviewed By: SOUTHERN·CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET; P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: · Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects · Prime Strucstural Engineering Nielsen Dillingham Location In Structure: Material Supplier: Mix D!;signation: Admixture(s): Pre-Mixed .3083001 Time In Mixer (Minutes): Truck Number: Samples fabricated By: 70 414 JWB Slump, Inches: 5 Ticket Number: 274050 Samples Tested By: NH Laboratory Number: 1113 1·114 1115 Mark: 3 Date Made: 09-16-98 Date Received 09-18-98 Date Tested 09-23-98 10-14-98 10.:.14-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 70,250 95,750 98,250 · Compressive· Strength, psi 2,480 . 3,390 3,470 Age tested, Days 7 28' 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 125.1 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.5% I 0 0 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the _applicable ASTM standards. This agency makes n~ other warranties express ot implied. Distribution: (1) Callaway Golf · (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 09-16c.d6c 10/18/98 Reviewed By: George G"avit,RCE#56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, :t>. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location ]n Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architect$ Prime Strucstural Engineering Nielsen Dillingham Pre-Mixed 3083001 . Time In Mixer (Minutes): Truck Number,: Samples Fabricated By: 50 386 JWB Slump, Inches: 4-1/4 Ticket Number: 274076 Samples tested By: NH Laboratory Number: 1116 1117 1118 Mark: 4 Date Mar;Je: 09-16-98 Date Received 09-18-98 Date Tested 09-23-98 10-14-98 10-14-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 70,250 98,500 97,000 Compressive Strength, psi 2,480 3,480 3,430 Age Tested, Days 7 28 28 . Required 28 Day Strength, psi 3,000 . Unit Wei~ht pcf, 125.0 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.75% 0 0 Specimen $ampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards .. This agency makes no other warranties express or implied. Distributi9n: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (t) Pre-Mixed 09-16d.doc 10118/98 Reviewed By: = George Gatn, RCE #56564 -SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600-627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: _ Project Location: Architect · : Engineer;· ·Contractor: Location In Structure: .Material Supplier: Mix Designation: · Admixture(s): 9812171 Callaway Golf Ball. Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Pre-Mixed 3083001 . Time In Mixer (Minutes): · Truck Number: · Samples Fabricated By: 50 396 JWB Slump, Inches: 3-1/2 Ticket Number: 27 4186 Samples Tested By: NH Laboratory Number: 1122 1123 -1124 Mark: 6 Date Made: 09,-16-98 Date Received 09:.18-98 · Date Tested 09-23-98 10-14-98 10-14-98' Diameter, Inches 6.00 Area, Squa,re Inches 28.27 Maximum Load, Pounds 70;250. .. -a6,250 94,750 Compressive Strength, psi 2,480 3,400 3,350 Age Tested, Days '7 ·28 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 124.9 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: ·2_5% 0 0 Specimen sampling, transportation and-compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no. other_ warranties express qr implied. Distribution: (1) Callaway-Golf (1) Smith consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed . 09-16g.doc 10/18/98 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title.: Project Location: Architect: Engineer: Ci;mtractor: ~ocation In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf eau Facility 2180 Rutherford Road, Carlsbad Sniith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Pre-Mixed 3083001 Time In Mixer (Minutes): Thick Number: · Samples Fabricated By: 106 384 JWB Slump, Inches: 5 Ticket N1.1mber: 274191 Samples Tested By: NH L.aboratory Number: 1125 1126 1127 Mark: 7 Date Made: 09.,16-S8 Date Received 09-18-98 Date Tested 09-23-98 10-14-98 10-14-98 Diameter, Inches 6.00 . Area, Square Inches 28.47 · Maximum Load; Pounds 71,750 99,750 98,000 Compressive Strength, psi 2,540 3,530 · 3,460 Age Tested, Days 7 28. 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 125.6 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.5% 0 0 Specimen samplinfil, transportation and compressive strength testing were performed by·this.agency in accordance with the applicable ASTM stpndards. This agency make~ no other warranties express or implied. · Distribution: ('1) Cijllaway Golf ( 1) Smith .Consulting Architects (1) Nielsen Dillingham ( 1) City of Carlsbad (1) Pre-Mixed 09-,16f.doc 10/18198 Reviewed By: George G€vit,. RCE #56564 ,,, ., ,..,r ~D \ \ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riv.erdale ~treet, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTIO+'i REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: G.'Pitonyak S.D. #255 L{?vel II 9/28/98 G. Pitonyak S.D. #255 Level II 9/28/98 9/28/98 9/29798 -G. Pitonyak S.I'.:>. #255 . Level II 9/29/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMIT NO: 9812171 98-400 LR.NO: PLAN FILE NO: ENGINE~R:, Louis Perry & Associates 22 (Pg 1 of 3) 21 !;!O Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham sUBcoNTRAcroR: Martin & Lewis/C & B Steel/S.D. Con. Welding WELDING HIGH STRENGTH BOLTING Structural Steel: ASTM A36 Electrodes: E7018 (LH) ·5132• High Strength Bolts: A325 (N & F) ,Assembly and plumb-up of structural steel iii progress from Grid Lines, C.8 to, D.2; 2 to 3. Installation of A325-N and F high strength bolts being installed into connections, per standards and specifications. REINFORCED CONCRETE WELDING . Concrete: Name, Design #000, 0000 psi Structural Steel: ASTM K36: A Grade D Studs Epoxy: Simpson, ER5279 · Verifi!;!d reinforcing steel at the top of the pit, had been inspected by the City of Carlsbad inspector and approved _for concrete pc;,ur. Provided inspection of the following work and welding: #5 dowl:lfs installed at both footings of atrium .stairs, Simpson epoxy, embedment and installation, per manufacturer's recommendation. Assembly of stair #1 at Grid Lines G and 11 in progress .. The stud framing at the roof parapet wall is in progress. Provided inspection of the installation of #5 dowels, installed in the drain areas of the floor slab, using Simpson epoxy, embedment and installation per the manufacturer's recommendation. The dowels were · .located at H and 8.4 and C and 1.25. The stud framing at the roof parapet wall is in progress. WELDING · HIGH STRENGTH BOLTING Structural Steel: ASTM A36 Electrodes: E7018 (LH) !i/32" High Strength Bolts: A325 (N & Fl Assembly and plumb-up of structural stei!;!I in progress from Grid Lines, C.8 to D.2; 2 to 3. Installation of .A325-N and F high strength bolts l;>eing installed into connections, per standards and specification!i, (1) Smith Consulting Architects (1) Nielsen Dillingham ( 1) City of Carlsbad George A. Gavit, R.C.E. # 56564 ·' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6~80 Riverdale Street, P.O. Box 60062'7, San Diego, CA 9216Q, (619) 280-4321 FIELD INSPECTION REPORT PROJECTTITLE: · Callaway Golf Ball Facility SCS&T FILE NO: I.R.NO: 22 (Pg 2 of 3) PROJECTLOCATION: · 2180 Rutherford Road, Carlsbad .PERMITNQ: 9812171 98-400 PLAN FILE NO: ARCHITECT: GEN. CONTRACTOR: G. Pitonyak S.D. #255 Level II 9/30/98 G. Pitonyak S.D. #255 Level II 9/30/98 9/30l98 10/01/98 G. Pitonyak S.D. #255 L'.evel II DISTRIBUTION: · (2) ·Callaway Golf Smith Consulting Architects Nielsen Dillingham WELDING HIGH STRENGTH BOLTING Structural Steel: ASTM A36 Electrodes: 1:701 B (LH) 5/32" '.High Strength Bolts: A325 (N & Fl ENGINEER: Louis Perry & Associates suucoNTRACTOR: Martin & Lewis/C & B Steel/S.D. Con. Welding Assembly and plumb-up of structural steel in progress from Grid Lines, C.8 to D.2; 2 to 3. Installation of .A325-N and F high strength bolts being installed into connections, per standards and specifications. REINFORCED CONCRETE WELDING Concrete: Design #4033103,. 4000 psi Reinforcing Steel: ASTM A615, Grade 60 and A706, Gr~de 60 Structural Steel: ASTM K36: A, Grade :D Studs Epoxy: Simpson SET ER5279 Observed the placement of approximately 10 cubic yards of concrete at the top of the pit. The concrete was placec! by tailgating and consolidated' by mechanical vibration. Fabricated one set of three concrete compressive test cylinders. Slump test taken == 3". The air content taken by the volumetric method = 1 112 %, uni:t weight= 145.6. Assembly and welding of stair #1 at Grid Lines G and 1 ·1 continued from ground floor through the second . floor elevation. The following areas of flo<;>r slab previously saw cut for·drain installation, poured today with the same batch from the tower enclosure pit topping at the Grid coordinates, C.1.25, E-6 -4, E.125 -13.25 and G -3.8. The concrete was placed by wheelbarrow. At the roof elevation, curved 20 gauge tracil welded to the deck at the bµilding interior radius roof, South of J Line from 5.5 to 11.5 and 3.8 to 5.5 on Line H, per 3/S14. WELDING Electrodes: NR232.072" Diameter Certified Welden Ed Chavez, #95-0518 Panels N3, E1, E2, S2 and S1, erected, plumbed and aHgned. The following panels welded at the chord tie connections, roof elevation, N3 to N2, N3 to E1, E1 to E2, E2 to S2_, S2 to S7, per 3/S4. ( 1 ) Smith Consulting Architects (ll Nielsen Dillingham IU;VIEWEDBY: . ( 1 ) City of Carlsbad · George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: G. Pitonyak S.D. #255 Lev!:ll 11 '10/01/98 10/02/98 10/02/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMJTNO: 9812171 98-400 LR.NO: P.LAN FILE NO: ENGl!'IEER: Louis Perry & Associates 22 (Pg 3 of 3) 2180 Rutherford Road, Carlsbad Smith Consulting ArchitElcts Nielsen Dillingham suBCONTRACTOR: Martin & Lewis/C & B Steel/S.D. Con. Welding WELDING Electrodes: NR232.072" Diameter Certified Welder: Ed Chavez, #95-0518 Structural Steel: A36, A448, Grade D Stud$ Assembly and welding of stair #1 at Grid coordinates G-11, continued from the ground through the second floor elevation. At the roof elevation, stud framing .at the tower section coordinates, Line J from 11 to 11.5, completed per. 22/S14 and Structural Engineer's rEicommendations with 3 5/B" x 18 gauge stud below (TS) 6 x 6 x 1/4" omitted and in place on top of (TS) 6 x 6 x 1/4", due to drain pipe location Remaining welding of chord tie connections -at the roof elevation completed. Panel S1 to W1 and the second floor elevation connections, Panels S1 to S2, S1 to W1, S2 to E2, N3 to E1 and N2 to N3, per 3/S4, at the grade beam elevation. #6 and #7 reinforcing steel dowels spliced by MBT coupler, Lot #1108, part numbers 6S and 75, per I¢BO ER3064 and 3/S~4 at Panels N3, E2, El, S2 and S1. The atrium stairs set to correct elevation. Note: Stair #1 at G and 11, lanc;ling support columns incorrect length (short). The welding of stud track to deck cQmpleted at the exterior of building Grid Lines H.5 to J.5, 5.5 to 12, per 2,Z/S14. Verified installation of #5 dowels to (four) pads for {4) heat exchanger piers with each pier having (12) #5 dowels. Minimum embedment was 7", all drilled holes clean and dry. Epoxy used was Simpson E5279, in lieu of Hilti HY 150. Area of piers approximately Line 10.5 from A to B. Reference detail dated 9/24/98, from L.ouis Pt;irry & A~sociates, Inc. (1) $mith Consulting Architects ( 1 ) Nielsen Dillingham 'REviEWED BY: (1.) City of Carlsbad George A. Gavit, R.C.E. # 56564 • ~f' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION RJ]:PORT · PROJECTTITLE: PROJECT LOCATION: AROOTECT: GEN. CONTRACTOR: G. Pitonyak S.D. #255 Le.vel II 10/05/98 10/05/98 10/05/98 10/06/98 . 10/06/98 10/06/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting An;:hitects Nielsen Dillingham REINFORCED CONCRETE Reinforcing Steel: ASTM A615, Grade 60 SGS~TFILENO: P.ERMITNO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Louis Perry & Associates 23 (Pg 1 of 3) suBeoNTRACTOR: NBD, Premixed/C & B Steel/L.Perry & Assoc. Inspected the reinforcing steel at the panel footings at Line A from 1. 75to 2, Line 2 from A to Band Line C from 1 to 2. All steel not in at A and 2 and loose dirt needs to be removed· at A and 2 and B and 2. Verified the mix design used is I.D. 3083001, Admixture MBAE-90, percentage Qf air verified to be 3.25%, slump 3", unit weight is 123. 7 P.C.F. Observed the placement of approximately 30 cubic yards of concrete at the following locations; second· floor deck at Line A to B; 5 to 6, F to F.25; 1.5 to 2, J.25 from 8 to 8.25, stair threads and deck from .. 25 to GS11.25 to 11. 75 and East atrium stairs from G to H; 9.25 to 9. 75. Inspected reinforcing steel placement at HazMat building curb and footing at coordinates, D.2 to E; off Line 2 per 6. and 6A/S16 and SX-45. Inspected the reinforcing steel placement in floating isolation slabs I.D. #A, B, C, D with slab D needing additioncil reinforcing steel at the re-entrant corner and along the isolater, which was added prior to the concrete pot:Jr. The Contractor proceeding at own risk for the following: Press pit work due to permit pending. Inspected reinforcing steel placement in the bottom of the core mold mat slab (2' up from bottom), steel installed per Details 3 and 11/S4, reference Detail A/Q.5. All loose dirt removed and steel in place at the above listed footing locations. The footings inspected by the City Inspector and approved. Verified Mix Design used today is I.D. 3033000 with Admixture AMB322N. · Observed the placement of approximately 58.5 cubic yards of concrete in the panel footings at Line A from 1.75 to 2, Line 2 from A to B and Line C from 1 to 2. The concrete placed by pump and consolidated by mechanical vibration. Fabricated one set of three concrete compressive test cylinders. Slump test taken = 3". Verified the Mix Design is I.D. 4033000 with Admixture MBAE-90. Observed the placement of approximate! 9 cubic yards of concrete to Haz-Mat building curb and footing. The concrete was placed by pump, consolidated by mechanical vibration. This w.as the remainder of concrete order for press pit core mold mat slab, poLJred today, which had test cylinders and slump taken. Verified the Mix Design is I.D. 4033000 with AdmixtLJre MBAE-90. Observed the placement of approximate! 20.25 cubic yards of concrete into the core mold mat slab. The concrete was placed by pump, consolidated by mechanical vibration. Fabricated one set of three concrete compressive test cylinders. Slump test taken ::: 4". (1) Smith Cons1,11ting Architects (1) Nielsen .Dillingham REVIEWED BY.: (1 l City of Carlsbad George A. Gavit, R .. C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P. 0. Box 600627, San Diego, (:A 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. C:ONTRACTOR: G. Pitonyak S.D. #255 Level II 10/07/98 G. Pitonyak S.D. #255 LeYel II 10/07/98 G. Pitonyak , S.D. #255 Level II · 10/08/98 . 1 O/Oti/98 G. Pit9nyak S.D. #255 Level II . 10/08/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 21 80 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham .. REINFORCED CONCRETE Reihforcinl_l Steel: ASTM A615, Grade 60 SCS&TFILENO: PERMITNO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Louis Perry & Associates 23 (Pg 2 of 3) suscoNTRACTOR: NBD, -Premixed/C & B Steel/L.Perry & Assoc. Inspected pier and grade beam steel, five piers in each of two grade beams interior of tower North/South . elevation, all steel not completed on this date. WELDING HIGH STRENGTH BOLTING Structural Steel: ASTM A36 High Strength Bolts: A325 (NJ and (SC) A325 high strength bolts (slip-critical) installed in W21 X BM to BM, W 10 X knee brace and angle braces #81 anc:J 82 at 12'0" mixing platform per bolt schedule and notes, reference sheet and detail C/021 and 022. Tested a sample of three A325 slip-critical bolts of each diameter and length installed in the above listed connections, in accordance with A.I.S.C. provisions of the R.C.S.C. allowable stress design specifications for structural joints using ASTM A325 arid A490 bolts. Tested above listed bolts wfth a Skidmore-Wilhelm calibrated tension verifying device. All tested bolts in compliance with A.I.S.C. tension specifications. REINFORCED CONCRETE . Reinforcing Steel: ASTM A615, Grade 60 ·Inspected completed pier, grade beam and footing steel interior of tower North/South elevation. Above listed -also inspected by the City of Carlsbad Inspector and approved . Verified Mix Design used today is I.D. 3011500 with Admixture M!3AE-90. Observed placement of approximately 4 cubic yards of concrete at the West .atrium stairs. The concrete placed by pump and consolidated by mechanical vibration. Fabricated one set of three concrete compressive test cylinders, slump = 5". WELDING Structural Steel: ASTM A36 Electrodes: E7018 (LHJ 5/32" Provided inspection of the following field wel'ding: At 17'0" elevation W8 X 18 beams to existing W 18 X 40 beams along Line D.2, reference Detail b/023 & 026. Connections welded at D.2-2. 75 &. C.8-2, per 1 /023 and D.2-2.7·5, per S & C/D/023. (1} Smith.Consulting Architects (Tl Nielsen Dillingham REVIEWED BY: f1 l City of Carlsbad George A. Gavit, R.C.E. # 56564 -)' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. BQX 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSP]i:CTION REPORT PROJECT TITLE: PROJECTJ,OCATION: ARCHITECT: GEN. CONTRACTOR: G. Pitonyak S.D. #255 Level II -l0/09/98 10/09/98 1-0/09/98 --G. Pitonyak S.D. #255 _ Level II DISTRIBUTION: (2) Callaway Golf. Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham REINFORCED CONCRETE Reinforcing Steel: ASTM A615, Grade 60 SCS&"I:_FILENO: PERMITNO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Louis Perry & Associates 23 (Pg 3of 3} SUBCONTRACTOR: NBD, Premixed/C & B Steel/L.Perry & Assoc. · Verified Mix Design used today is I.D. 4033000 with Admixture MBAE 90. Observed the placement of approximately 39 cubic yards of concrete to the interior footings and grade beams. The concrete was placed by pump and consolidated by mechanical vibration. Fabricated one set of three concrete compressive test cylinders, slump = 4 ½ n. Continued inspection at the roof elevation: Track welding to dee~ completed at Line H; 3.8 to 5.5 and 5.5; H to J, ref. 1O/S14. Twenty gauge (HOR2) studs notched at top of (TS) 8 X curved, connected with 18 gauge angle from Unes H.75 to J; 11.5 to 11.75, as per Engineer and 16/S19. WELDING HIGH STRENGTH BOLTING Structural Steel: ASTM A~6 Electrodes: E7018 (LH) 5/32" High Strength Bolts: A325 (N) and (SC) ·Continued inspection at the mixing mezzanine elevation 12'0". W10 X 22 beam set 5/16" lower than W21 X 44 beam to allow for walkway -plating at coordinates C.9 -2.25. Additional plate fillet welded all around to · underside of top fl~inge of W 21 X 44 beam to bring W 1 O X .moment connection at top flange to correct elevation for complete joint penetration weld, connection completed. (ll Smith Consulting Architects -(1) Nielsen Dillingham REVIEWED BY: -( 1 )· City of Carlsbad George A. Gavit, R .. C.E. # 56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALESTREEt,.P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report . Ftle Number: Project Title: Project Location.: Architect: Engineer:· Contractor: Location In Structure: · Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham · Pour strip at 1.5 & F.5 Pre-Mixed 4033000 Time In Mixer (Minµtes}: Truck Number: Samples Fabricated By: 98 399 RJL Slvmp, Inches: 4-1/2 Ticket Number: 273730 Samples Tested By: NH Laboratory Number: 1046 '1047 1948 Mark: Date Made: 09-15-98 . . .. . .. Pate 8ec({Jfved·. 09-17-98 - Date Tested ... ". 09-22-98 10-13-98 10-13-98 .. Diameter, Inches, .-.. 6.00 · Area, Square Inches 28.27 Maximum Load; Pounds 86,000 113,250 114,500 Compressive Strength, psi 3,040 4,010 .4,050 Age Tested, Days ·7 28 28 . Required 28 Day Strength, psi 3,000 Unit Weight pcf, 126.9 Permit No: 98:-400 Plan File No: CC Temp: Air Temp: Air Content: -· .. • -~ • M 0 0 .. Specimen. sampling, transportation and compressive strength testing were performed PY this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (.1) Ni~lsen Dillingham ( 1) .. City of -~arlsbac;I . (1).Pre-Mixed 09-15.doc 10/14198 .Reviewed By: , G~o~~&i,.!,i..R•C-_E 6 ~6564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File NL!mber: Project Title:. Project Location: Architect: · Engineer: Contractor: 9812171 Callaway Golf Ball Facility . 2180 Rutherford Road, Carlsbad · Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In Structure: · Material Supplier: .Panel # 2 -Mechanical Room west of 1 line Pre-Mixed Mix Designation: 4033000 Admixture(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: 73 443 RJL Slump~ Inches: 4 Ticket Number;· 272379 Samples Tested By: NH . Laboratory· Number: 0895 0896 0897 Mark: . Date Made: 09-10-98 ~ Date Received 09--14-98 Date -r:ested 09-17-98" 10-08-98 10 ... 08 ... 98 . Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 113,250 144,500 142,500 Compressive Strength, psi 4,010 . 5,110 5,040 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000- . Unit Weight pcf, Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0898 09-15-98 100,000 3,540 5 0 0 % Spe.cimen sampling, transportation and compressive strength ·testing were perform(!d by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express.or implied. Distribution: (1) Callaway Golf. (1) Smith Consulting Architects ~1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-_Mixed 09-10.doc 10/11198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6;280 Riverd~le Street, P;O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATIO!'!r ARCHITECT: GEN. CONTRACTOR: 9/08/98 M. Wheeler 333 1, ' ~ ~.} .-.. • .. ,I Callaway Golf Ball ,Facility 2180 Rutherford Road, Carlsbad Smit.h Consulting Architects Nielsen Dillingham REINFORCED CONCRETE WELDING SCS&T FILE NO: PERMITNO: ENGINEER: SUBCONT~CTOR: 9812171 98-400 LR.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel Time Arrived: 0600 Concrete: Premixed, Design #308'3001, 3000 psi, lightweight 19 (Pg 1 of 2) ,Observed the placement of approximately 368 cubic yards of concrete for the roof deck between Grids B to D/8 to 15 and A to B/9 to 15. The concrete wc1s placed by boom pump and consolidated by vibrator. Seven sets of three test samples were fabricated for compression testing and the same loads were tested for slump, unit weight and air content. The test ,results are presented below. The placement started along , Line 15 and moved West. PCF SET# SLUMP AIR UNIT WEIGHT 1 5 1/2" .4.7{5% 126.1 2 4 112· 3.75% 124.3 .. ·'3 ··. : 7" 4.5% 12,2.9 4 4" 4.5% 122.3 5 3 3/4" 4.0% 122.3 6 6 l/2" 3.75% 122.7 . 7 .. 6 -1/2" 2.7~.%. . 123.3 ... -. .. The concrete slump, air and age were noted at times to exceed standards, however, the Contractor placed all 9elivered loads. Representative samples of all conditions were obtained. Otherwise, the observed work complied with the project plans. Observed the on going welding of the tube steel frames for the two front entries and the plug and seam welding of the roof deck over the office area. The work observed appeared to be in accordance with the 'project drawings. WELDINC3 Time Arrived: 0630 Time Departed: 1500 9/09/98 R. Lambert SD #658 · Tube Steel: AStM A500, Grade B Performed special inspection during. the-welding on tube steel trellis at the Southeast and Southwest roof frame. The welders and weld procedures are acceptable. Work is in progress and acceptance is pending completion. DISTRIBUTION: (2) Callaway Go'if, ( 1 ) Smith Consulti'ng· Architects . · (1) Nielsen Dillingham ( ~ ) City of Carlsbad ~VIEWED BY:. George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT , PROJECT TJTI,E: PROJECT LOCATION: ARCHITE_CT: GEN. CONTRACTOR: 1 R. lamber.t SD #658 9/10/98 9/10/98 9/11 /98 , DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility S(:S&T FILE NO: PERMITNO: 9812171 98-400 I.R. NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Ni!'llsen Dillingham ENGINEER: Prime Structural Engineers WELDING REINFORCED CONCRETE -Tube Steel: ASTM A500, Grade B Structural Steel: ASTM A36 suecoNnµcroR: JD2/C & B Steel Electrode: E7018 SMAW, NR232 FGAW . Goncrete: Premixed, Design #4033000, 4000 psi , Time Arrived: 0530 Time Departed: 0930 19 (Pg 2 of 2) ~erformed special inspection during concrete pl~cement on the tilt up wall panels for mechanical room at the West end of the building and the cooling tOW!'lr wa!I panels N-1, N-2, -l, W-2 and W-3. Inspected the reinforcing steel, ledgers and embedded items prior to concrete plac;ement. The wall panels are acceptable for concrete placement. The concrete was pumped and consolidated by mechanical vibrator. Fabricated , one set of four test ·cylinders. Slump = 4". Time Arriveo: 0930 Time Departed: 1400 Performed special inspection during the welding on tube steel trellis at the Southeast and Southwest roof frame. The welders and weld procedures are acceptable. Work is in progress and acceptance is pending completion. To the best of my knowledge, the. work inspected -0n this day is in compliance with the approved plans and specifications. Time Arrived: 0700 Time Departeq: 1500 , -Performed special inspection during the welding on tube steel trellis at the Southeast and Southwest roof frame. The field welds have been completed and meet visual inspection criteria. The tube steel to wall connections at J and 5.5 and H and 3·.8' require a fix for missing ano misaligned weld. embeds in the wall _panels. Also, inspected the welding, of curved I,. 4 i< 4 x 3/8" on the roof frame from Lines 3.8 to 11 .5 and J to J.5, ·per detail 3 on S 14. The stiffener plates were too short to match curve and were spliced with 3 x 3 x 1 /4". Approval from the structural engi'neer needed for this change. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and , specifications. (1) Smith Consulting Architects , ( 1 ) Nielsen Dillingham REVIE~DBY: , ( 1 ) City of Car.ls bad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92~60, (619) 280-4321 FIELD INSP]1:CTION REPORT . PROJECTTITLE: PROJECTLOCATION: . ARCHITECT: GEN. CONTRACTOR: · R. Lambert SD #658 8/31/98 9/01/98 9/02/98 9/02/98 R. Lambert ·so #658 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING REINFORCED CONCRETE Structural Steel: ASTM A36 Open Web Joist SCS&T FILE NO: PERMl't'NO: ENGINEER: SUBCONTRACTOR: Concrete: Premixed, Design # 4033103, 4000 psi Time Arrived: 0630 9812171 98-400 l.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel 18 (Pg 1 of 2) Performed special inspection on the reinforcing steel of open web joists, below curbs at the mechanical openings, per FD #98R. The welders am;l weld procedures are acceptable. Work on this is between Lines E :and F. Work is in progress and acceptance is pendi11g completion. Time Arrived: 0630 Time Departed: 1430 Performed special inspection on the second floor decking between grid lines 9 to 13.6 and F to J.5. Inspected the decking type and gauge, puddle welds and button punching. Also, inspected the welded wire fabric and reinforcing steel. The is acceptable for concrete placement. To the best qf my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. Performed special inspection during the concrete placement on the cooling tower pit walls. The reinforcing steel has been inspected and approved prior to concretl;l placement. The concrete was pumped and -consolidated by mechanical vibrator. Fabricated one set of three test cylinders, slump = 3 3/4". · To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and ·specifications. REINFORCED CONCRETE time Arrived: 0530 Time Departed: 1530 .Coi"]crete: Premixed, Design. #8083001, 3QOO psi, Lightweight Performed special inspectfon di.Jrin~ concrete placement at the second floor deck between Lines 8 and 13.6 .and F to J5. Metal deck and reinforcing steel has been inspected and approved on 9/01 /98. The concrete was pumped and consolidated by mechanical vibrator. There was a three and one half hour delay between Goncrete trucks and a cold joint occurred at approximately Line -H.5 and 9.5. Four sets of three cylinders, slump, air content and unit weight tests were taken, See test results listed below. ( 1 ) Smith Consulting· Architects Cl) Nielsen Dillingham REVIEWED BY: ( 1 ) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street; P.O. Box 600627, San Die~o, C.I\ 92160, (619) 280-4321 FIELD INSPECTION ~PORT PROJ_ECT TITLE: PROJEc;T LOCATION: ARCHITECT; GEN, <;ON~CTOR: 9/02/98 R. Lambert SD #658 9/03/98 R. Lambert SD#65~ 9/04/98 R. !-ambert SD #658 · DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Roac!, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&T F'ILE NO:· l'ERMITNO: ENGINEER: SUBCONTRACTOR: 9812171 98-400 I.ILNO: PLAN FILE NO: Prime Structural Engineers . JD2/C & B Steel REINFORCED CONCRETE Time Arrived: 0530 Time beparted: 1530 Concrete: Premixed, Design #3083001, 3000 psi, Ligh~weight SET# SLUMP AIR ,. 4 1/2" 3:0% 2 5" 2.5% 3 3 1/4" 2.75% 4 3 ~/4" 3.5% PSF UNIT WEIGHT 123.7 115.7 126.2 124.7 18 (Pg 2 of 2) To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Structural Steel: ASTM A36 Tube Steel: A5008 Open Web Joists Time Ar.rived:'0630 Time Departed: 1430 Performed special inspection during the welding of open web joist reinforcement below curbs at the mechanical openings. Tube steel trellis at Southeast and Southwest roof frame. The welders and weld procedures are acceptable. Work is in progress and acceptance is pending completion. :REINFORCED CONCRETE .Concrete: Premixed, Design #4033000, 4000 psi ·Reinforcing Steel: ASTM A615 Welded Wire·Fabric: 6X6X10X10 gauge -Performed special inspection dudng the conc,r~te placement on the boiler room pour strip and slab-on-grade. The reinforc'ing steel has been inspected and approved prio.t to concrete placement. The concrete was pumped and consolidated by mechanical vibrator. Fabricated· one set of three test cylinders, slump = 4". (l) Smith Consulting Architects (1) Nielsen Dillingham !¢VIEWED BY: (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 \ \ •. .. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD JNSPECTJON REPORT PROJECT TITLE: PROJECT LOCATION: . ARCHITECT: GEN. CONTRACTOR: 8/24/98 R. Lambert SD .#658 R. Lambert SD #658 8/25/98 8/25/98 8/25/98 R. Lambert SD #658 Dl~TRIBUTION: (21 Callaway Golf Callaway Golf Ball Facility 21'80 · Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&T FILE NO: PERMIT.NO: ENGINEER: SUBCONTRACTOR: 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel REINFORCED CONCRETE Time Arrived: 0400 Time Departed: 0700 · Concrete: Premixed, Design #4033000, 4000 psi 17 (Pg 1 of 4) Per.formed special inspection during concrete placement on the i;lab-on-grade and pour strip between 10 to 11.5 and F to H. The concrete was pumped and consolidated by mechanical vibrator. Fabricated one set of three cylinders. Slump = 4 112·. · To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. · WELDING ·structural Steel: ASTM A36 Tube Steei: A5008 Open Web Joist Electrodes: E7018 SMAW Performed special inspection on the second floor and roof fra1T1e of the office portion of the building. Welders and weld procedures are a~ceptable. Work is in progress. The welding done on.this day meets visual inspection criteria. · To the best of my knowledge, the· work inspected on this day is in compliance with the approved plans and specifications. Time Arrived: 0700 Time Departed: 1530 Performed special inspection during the weltjing on the sei:::ond floor and roof framing in the office portion of the building: Welders and weld procedi,.rres are acceptable. Work is in progress and acceptance is pending completion. REINFORCED CONCRETE Time Arrived: 0330 Time Departed: 1500 Concrete: Premixed,. Design #3083001, 3000 psi, lightweight Performed special inspection during concrete placement in the roof deck between Lines 1 to 1.5 and D to F. Inspected the reinforcing steel, .prior to concrete placement. The concrete was pumped and consolidated by mechanical vibrator. Fabricated six sets of three test cylinders. See test results listed below. · (1 l Smith Consulting Architects (1) Nielsen Dillingham JU;\'¢WED BY: ( 1) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Di~go, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 8/i5/98 R. Lambert SD #658 -8/26/98 R. Lambert· . SD #658 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham 'REINFORCED CONCRETE ,SCS&T FILE NO: PERMIT NO: 9812171 98-400 LR.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers suacoNTRACTOR: JD2/C &. B Steel Time Arrived: 0330 Time Departed: 1:500 Concr.ete: Premixed, Design #3083001, 3000-psi, lightweight CONTINUED PSF $ET# SLUMP T!:MPERATURE AIR UNIT WEIGHT 1 4 3/4" 86° 4.75% 123.1 2 5" 8!:io 4.5% 123.5 3 5" 86° 4.0% 122.8 4 3" 90° 4.5% 121.5 5 3 112· 90° 4.0% 123.5 6 4 112· 88° 4.0% 124.0 17 (Pg 2 of 4) To the best of my knowledge, the work inspected on this day is· in compliance with the approved plans and specifications. WELDING Structural Steel: ASTM A36 Tube Steel: A500B . Electrodes: E7018 SMAW Open Web Joist & Girders Time Arrived: 0630 Time Departed: 1500 Performed special inspection on the welding and high strength bolting on second floor and roof framing. All the open web joist and girder, wide flange beam to column arid wall connections, have been completed. W27 x 84 ;:it Line G and 12.2 detail 23/S18. Knife plate was Welded to the top flange on beam without 1/4" plate each side with two 3/4" M.B.s in slotted holes. The Contractor has made this installation at his own risk. Embed in the wall panel at 11.5 and H on the roof frame, is missing the bottom chord stabilizer plate . on open web girders. The open web joist to wide flange beams, at the elevator openings 11.8 and F.7 and 4.0 and ·G.5 detail 3A/S10, is missing two 1/4" stiffener plates at 6" on center and L 2 112· x 2 112· x 1/4" brace top chord of gircler tq bottom flange of beam. Unless not~d otherwise, the work inspected is, to the best of my knowledge, in compliance with the approved plans, specifications and applicable sections of the governing building laws. (1) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: · (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 ,.J ' , J;> SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD 'INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN, CONTRACTOR: Bi27!98 R. Lambert SD #658 8/28/98 R. Lambert SD #658 , DISTRIBUTION: (2) Callaway Golf Callaway Golt Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nieisen Dillingham SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: 9812171 98~400 LR.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & 8 Steel .REINFORCED CONCRETE Time Arrived: 0330 Time Departed: 1500 Concrete: Premixed, Design #3083001, 3000 psi, lightweight 17 (Pg 3 of 4) Performed special. inspection during concrete placement on the second floor deck between Lines F to J.5 · and 3.8 to 9. The open w~b joist framing; decking and reinforcing steel has been inspe~ted and approved prior to placement of concrete. The concrete was pumped and consolidated by mechanical vibrator. Fab.ricated four sets of three test cylinders. See test results listed below. PSF SEr # SLUMP AIR UNIT WEIGHT 1 5H 3.75% 123.9 2 5" 4.0% 123.7 3. 5 1/4" 35% 123.8 4 5 1/4" 3.5% 124.5 To the best of my knowledge,. the work inspected on this day is in compliance with the approved plans and · specifications. REINFORCED CONCRETE EPOXY ANCHORS Time Arrived: 0700 Concrete: Premixed, Design #4033000, 4000 psi Reinforcing Steel: ASTM A615 Epoxy.: Simpson SET ICBO# ER5279 Time Departed: 1500 Performed special inspection during epoxy anchor installation. Missing the slab dowels at the East and West foading docks. Inspected the hole diameter and the embedment depth. The holes were cleaned by compressed air and nylon brush. Inspected the reinforcing steel at the loading dock and surrounding slab-on-grade per plans. Performed special inspection during concrete placem~nt. The concrete was p.umped and consolidated by mechanical vibrator. Fabricated one set of thre~ test cylinders. Slump = 3". To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and ·specifications. (1) Smith Consulting Architects (1) Nielsen Dillingham ~VIEWED BY.: (l) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160,(619) 280-4321 FIELD INSPECTION REPORT .PROJECT TITLE,· PROJECT LOCATION: ARCIIITECT: GEN. CONTRACTOR: 8/28/98 R. Lambert SD #658 8/20°8/25/98 :G. Pitonyak S.D. #.255 Level II DISTRIBUTION: (2) Callaway Golf Callaway Golf B1:111 Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING Structural Steel: ASTM A36 SCS&T FILE NO: PERMIT NO: 9812171 98-400 LR.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers SUBCONTRACTOR: JD2/C & B Steel Tube Steel Columns, Open Web Joist & Girders, Wide Flange !3eams · Electrodes: E7018 17 (Pg 4 of 4) · Performed special inspection on the welding of the second floor and roof framing connections. The welders and weld procedures are acceptable. All connections, except as listed below, have been completed, :inspected and are acceptable. 1. Added braces at the penthouse opening, per detail 25/S19, roof frame. 2. Missing embed for bottom chord stabilizer plate at the re>of frame, H and 11.5. 3. Provide approved detail on open web girder bottom chord to wide flange beam top flange knife plate at G and 12.3, per detail 23/S18. 4. Add braces and stiffeners at girder to wide flange beam connections at the elevator openings second floor, per detail 3A/S1'0. 5. Complete the tube steel trellis on Southeast and Southwest roof frame. ULTRASONIC TESTING Ultrasonically tested 100% of the repaired ,complete penetration welded connections, per the plans and specifications, See the .atta~hed report for details. (1 l Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: · (1 l City of Carlsbad George A. Gavit, R:C.E, # 56564 SOUTHERN CALIFORNIA SOIL & .TESTING, INC. (>280 Riverdale Street, P.O. Box 600627, San Diego, <;:A 92160, (619) 280-4321 FIELD ~SPECTION REPORT PROJECT TITLE: PROJECT LOCA'f!ON: ARCHITECT: GEN. CONTRACTOR: . 9/22/98 R. Lambert SD #658 DISTRIBUTION: . (1 l c;:allawav. Golf Callaway Golt Seltzer Bldg. SCS&T FILE NO: Rutherford Rd. & Priestly Dr., Carlsbad PERMITNO: Smith Consulting Architects Roel Construction EPOXY ANCHORS ENGINEER: SUBCONTRACTOR: Anchor Bolts: 5/8* Diameter Threaded Rods Epoxy: Simpson-SET ICBO# 5279 9511252 972476 I.R.NO: PLAN FILE NO: Prime Structural Engineers 4 (Pg 1 of 1) Performed special inspection c;I\Jring epc;,xy ant;:hor installation of 5/8* diameter threaded rods at 48" on center for MTT28 straps at the roof ledger along J line between 5 and 6.8 lines. No approval detail has been provided. Inspected the 3/4* hole diameter and 6" embedment depth. The holes were cleaned by compressed air and nylon hole brush. (1) Smith ·Consulting Architect (1) City of Carlsbad REVIEWED BY: George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PRO~CT TITLE: PROJECT.LOCATION: ARCI!ITECT: GEN.-CONTRACTOR: · RLambert SD #658 9/14/98 9/1'5/98 . 9715/98 E1/16/98 R. Lambert SD #658 . DISTRIBUTION: (-2) Callaway Golf Callaway Golf Ball Facility 21 80 Rutherford Road, Carlsbad Smith ·consulting Architects Nielsen Dillingham WELDING REINFORCED CONCRETE Structural Steel: ASTM A36 tube Steel: A5008 Electrodes: 1;7018 .SMAW SCS&fT FILE NO: PE~NO: ENGINEER: SUBCONTRACTOR: Concrete: Premixed, Design #4033000, 4000 psi Time Arrived: 0630 Time Departed: 1430 9812171 98-400 LR.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel 20 (Pg 1 of 2) Performed special inspection on the welding of skylight supports, per FD#73 on the roof frame office area. Visually inspected the fillet welds for quality, size and length. Work is in progress and acceptance is pending completion. Time Arrived: 0630 Time Departed: 0930 Performed special inspection during the concrete ·placement on the pour strip in two mechanical rooms ·between Lines 1.5 and 2 to F and G. The reinforcing· steel was inspected, per plans, prior to concrete · placement. The concrete was pumped and consolidated by mechanical vibrator. Fabricated one set of three test cylinders for compressive. testing. Slump 4 112· . · To the .best of my knowledge, the work inspected on this day is in compliance with the approved plans and ~pecifications. Time Arrived: 0930 Time Departed; 1'500 .·Performed special inspection on welding of skylight supports, per detail FD#73 and tube steel tower at the fr,ont of the building. The welders and weld procedure!:! are acceptable.· Work is in progress and acceptance is pending completion. The welds done on this day met visual inspection criteria. -REINFORCED CONCRETE Time Arr.ived: 0600 Time Departed: 1600 Concrete: Name, Design #3083001, 3000 psi, Lightweight .Performed continuous special inspection during the concrete placement at the roof deqk between Lines A to B and 2 to 10.8, Lines B to B and 1 to 7 .5. Metal deck and reinforcing steel has been inspected and approved by both City and Special Inspectors, prior to concrete placement. The concrete was pumped and consolidated by mechanical vibrc!t6r. Fabricated seven sets of three test cylinders, see results listed below: (.1 l Smith Consulting Architects ( 1 l Nielsen Dillingham REVU:WED.BY: ( 1 l City of Carlsbacl George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTmN REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 9/16/98. · R. Lambert . SD #658 · 9/17/98 R. Lambert SD #658 9/18/98 9/18/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 21.80 Rutherford Road, Carlsbad Smith Consulting, Architects Nielsen Dillingham SCS&T FILE Nb: PERMIT NO:· ENGINEE_R: SUBCONTRACTOR: 98'12171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel REINFORCED CONCRETE Time Arrived: 0600 Time Departed: 1600 -concrete: Name, Design #3083001, 3000 psi, Lightweight CONTINUED SET# SLUMP AIR 1 4 112· 4.5% 2 43/4" 2.5% 3 5" 3.5% 4 41/4" 3.75% 5 43/4" 3.75-% 6 3 112· 2.5% 7 5" .3.5% PCF UNIT WEIGHT 126.9 125.1 125.1 125.0 123.4 124.9 125.6 20 (Pg 2 of 2) . To the best of my knowledge, the work inspectec;I on this day is in compliance with the approved plans and ·specifications. WELDING Structural Steel: ASTM A36 Reinforcing Steel: ASTM A706 Tube Steel: A500 B Electrodes: E7018 and NR232. FCAW Performed special inspection on the weldi'ng of tube steel towers at the front of the building and skylight supports on the roof frame of the offit;:e area .. Visually insj)ected the welds for quality, size and length. :Work.is in progress and acceptance is pending completion. Time Arrived: 0630 Time Departed: 1500 -.Performed special inspection during the welding of tube st~el towers at the front of the building and skylight supports on the roof frame of the office area: The welders and weld procedures are acceptable. Work is in progress and acceptance is pending completion. Performed special inspection cm the cooling tower wall panel chord bars. The welders and weld procedures are acceptable. Wall panels welded on this day ate Wl, W2, W3, N1 and N2. To the best of my knowledge, the work insj:lecteq on this day is in compliance with the approved plans and ·specifications. {1 l Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: (1 ) ·City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Bo~ 600627, San Diego, CA 97,160, (619) 280-4321 FIELD INSPECTION REPORT 'PROJECT TITLF,:: PROJECT LOCATION: ARCHITECT: GEN. CONlJlACTOR: 9/21/98 .R. Lambert SD #658 G. Pi~onyak S.D. #255 :Level II 9/21/98 , 9/22/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMIT NO: 9812171 98-400 LR. NO: PLAN FILE NO: ENGINE~R: Prime Structural Engineers 21 (Pg 1 of 4) 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SUBCONTRACTOR: JD2/C & B Steel/Pacific Coast Steel REINFORCED CONCRETE EPOXY ANCHORS Reinforcing Steel: ASTM A6l5 Anchor Bolts: Threaded Rod , Epoxy: Simpson SET ICBO# 5279 Time Arrived: 6630 Time Departed: 1 500 Performed special inspection during the installation of mechanical couplerl?, for the footing dowels, on tilt up wall panels W1, W2, W3, N1 and N2. The work was c;:lone per manufacturer's recommendations. Cooling -tower. Also, inspec;:ted the epoxy anchors for ledger and weld plates on wide flange beam shear plates in the mechanical room, West of 1 line. Inspected the hole diameter' and embedment depth. the holes were cleaned py compressed ,air and hole brush. To the best of my knowledge, thl;l w·ork inspected on this day is in compliance with the approved plans and spec;:ifications. WELDING Structural Steel: ASTM A36 Tube Steel: A500, Grade B Elec;:trodes: E7018 (LH), NR232 .072" Time Arrived: 0630 Time Departed: 1500 Provided inspection of the following in progress welding: At the second floor and roof elevation, South of I line at radius, tube steel 12 X and 6X, per 21 and 23 1 S/4. Assembly of (TS) stairs began from the foundatiqn to the second floor elevation at ~ine 9 .. 75 from G.5 to G.75, reference detail 22/S16. ~: Rolled section of (TS) 4 X 4 X 3/8" atlanding. Assembled with horizontal (TS) 1 O X 6 X 3/8" landing member shop welded to rolled section at the interior web. Thereby making complete joint penetration weld ,at stringer (TS) 14 X tc;> rolled landing section (TS) 14 X inaccessible at the interior web location currently covered by (TS) 10 X 6 X 3/8". Time Arrived: 0630 Time Departed: 1500 ,Continued inspection at the roof elevation, 1/4" X stiffeners welded completely at trellis from Line H to South of J at radius and from 5 to 12, per 16 and 21./Sl4. Atrium stairs at the second floor elevation at Line 9.75 , from G.5 to G.75,stiffener plates and brace angles completed, per 22/Sl6. At Haz-Mat building. Remaining .3/4" diameter threaded rod, installed with Simpson Set adhesi,ve, conforming to ICBO ER5279, for ledger angle installation, East wail elevation, Line 1 from D.2 to D.8, per SX-43, reference sheet 64A. , (1) Smith Consulting Arc;:hitects (1') Nielsen Dillingham REVIEWED BY:' (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 ~ 'W SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, Sa~ Di~go, CA 92160, (619) 280-4321 FI~LD INS)>ECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GE;N. CONTRACTOR: · G. Pito~yak ·S.D. #255 -Lev~I II ,9/22/98 9/23/98 G. Pitonyak S.D. #255 Level II 9/23/98 9/-23/98 9/24/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMIT NO: 9812171 98-400 LR.NO: 21 (Pg 2 of 4) PLAN FILE NO: 2180 Rutherford Road, Carlsbad· Smith Consulting Architects Nielsen Dillingham ENGINEER: Prime Structural Engineers/L. Perry & Assoc. EPOXY ANCHORS Reinforcing Steel: ASTM A615, Grade pO Epoxy: $impspn SET ICBO# ER5279 · Concrete: Design #303000 SUBCONTRACTOR: JD2/C & B Steel/Pacific Coast Steel Verified #'f, dowels installed in footings with Simp~on Set adhesive conforming to ICBO ER 5279, in accordance wi1h the manufacturer's recommendations, total of four installed: (1) at panels W1 and W3 and (2) at panel W2. Time Arrived: 0900 Time Departed: 1200 Verified the City of Carlsbad Inspector, had inspected the reinforcing steel in the footing, prior to pour today. The.reinforcing steel is A6l5, Grade 60. bpserved the pl~cement of approximately 47 cubic yards .of concrete at the footing locations under panels N-1; N-2, W-2, W-2, and W-3. ·Fabricated three concrete compressive test cylinders and took slump test = 5", from the footing located at the Southeast side of -panel W-1 . The concrete was placed by pump and cbnl?olidated by mechanical vibrator. WELDING HIGH STRENGTH BOLTING Structural Steel: ASTM A36 Tube Steel: .A500, Grade B Bolts: A325 High Strength Bolts: (N) and SC) Electrodes: E7018 (U-j.), NR432 .072" piameter -Monitored assembly of structural steel from Grid Lines C.8 to D.2; 2 to 3. Erection of steel in progress at all elevations. Plumb up and alignment in progress. Continued inspection of the following work and welding: At the roof elevation 18 gauge galvanized deck to parall~I and perpendicular supports in progress from Grid Lines G.5 to J, 11 .5 to 13.6, per 11 /Sl5. The welding of atrium stairs is in ,progress at Line 7.5, from G.5 to G.7!:!. (Stair detailer contacted regarding discrepancy noted in 9/21 /98, report and will confer with the Structural Engineer of Stairs -current installation of atrium stairs pending approval.) .Monitored assembly of structural steel frpm Grid i:;ines C.8 to 0.2; 2 to 3. Erection of steel in progress at all .elevations. Plumb up and alignment in progress. ( 1 ) Smith Consulting Architects (1) Nielsen Dillingham REVIEWEJ> BY: ( 1 ) City of Carlsbad George A. Gavit, R.C.E. # 56564 ., SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San D'iego, CA 92160, ((i19) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT:· GEN. CONTRACTOR: G. Pitonyak $.D. #255. Level II . 9/24/98 G. Pitonyak S.D. #255 Level II . 9/25/98 9/25/98 ·9/25/98 9/25/98 G. Pitonyak S.D. #255 Level II DISTRIBUTION: .12) Callawa:.,, Golf SCS&T FJLE NO: PERMIT NO: 9812171 98-400 LR.NO: 21 (Pg 3 of 4) PLAN FILE NO: Callaway Golf Ball Facility 2180·Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Prime Structural Engineers/L. Perry & Assoc. EPOXY ANCHORS Reinforcing Steel: ASTM A615, Grade 60 Epoxy: Simpson SET ICBO# ER5279 Concrete: Design #303000 . SUBCONTRACTOR: J02/C & B Steel/Pacjfic Coast Steel Verified the City of Carlsbac;l Inspector had inspected the reinforcing steel in panels N3, E1 and 2 and S1 and · 2 -and had approved for concrete placement. WELDING HIGH STRENGTH BOLTING Structural Steel: ASTM A36 Tube Steel: A500, Grade B Electrodes: E7018 (L.H.), NR232 .072;' Diameter High Strength Bolts: A325, '(N) and SC) Refer~nce Special lpspection f!eport dated 9/21 /98, The Engineer of atrium stairs approved the current assembly and field welding, reference attached SK-1., dated 9/23/98). Th.e atrium stair welding completed , at Line 7 .5 from G.5 to G.75. The welding ·of 18 gauge deck completed from G.5 to J, 11.5 to 13.6 at Haz-Mat building location, kit conne-ctions fillet welded to the East wall at Line 1, reference Detail 11 B/S9 and F864A. Atrium stairs -drilling for epoxy dowels in the stair footings began. Ultrasonic tested welds in stair tube steel stringers (see Ultrasonic testing for all other information). Monitored assembly of structural steel from Grid l;..ines 8.8 to D.2; 2 to 3. Erection of steel in progress at all elevations. Plumb up and alignment in progress. EPOXY ANCHORS .Reinforcing Steel: ASTM A615, Grade 60, A706, Grade 60 Concrete: Design #4033000, Admixture Master Builders 322N, Type A Observed the _placement of approximately 88 cubic yards of concrete at the wall panels N°3, E-1, E-2, S-1 and S-2 .. Also, five wall pads, one $outheast of W1 and four North, South and East of pit. Fabricated four compressive test cylinders and took slump test, which equaled 4 1/2", from wall panel E1 at mid elevation of panel. The concrete was placed by pump and consolidated by mechanical vibration. (1) Smith Consulting Architects . ( 1) Nielsen Dillingham REVIEW,:DBY: (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 ;Riverdale Str_eet, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT l'ROJEci' TITLE: 'PROJECT LOCATION: ARCHITECT: · GEN. CONTRACTOR: ·si251s'8 Callaway Golf Ball Fac;ility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ULTRASONIC TESTING SCS&TTILE NO: PERMITNO: 9812171 98AOO LR.NO: 21 (Pg 4 of 4) PLAN FILE NO: ENGINEER: Prime Structural Engineers/L. Perry & Assoc. sUBCONTRAPI'OR:. JD2/C & B Steel/Pacific Coast Steel G. Pitonyak ·$.D. #255 Level .II. Ultrasonically tested 100% of accessible complete joint penetration welds contained in atrium stair landing to stringer splices, per inspection standard. See the attached report for details. DISTRIBUTION: (2) Callaway Golf ( 1 ) Smith Consulting Architects · (1) Nielsen Dillingham ( 1 ) City of Carlsbad REVIEWED BY: Gec:>rge A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. -6280 Riverdale Street,.P.O. Box (100627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: . PRO_JECT LOCATION: AR<::IIITECT: GEN; CONTRACTOR: R. Lambert SD #658 8/17/98 H. .Lambert SD #658 8/17/98 8/18/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: .PERMITNO: 9812171 98-400 l,R. NO: PLAN FILE NO: ,2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Prime Structural Engineers _SUBCONTRACTOR: JD2/C & B Steel WELDING Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: .E7018, SMAW, NR232 FCAW Time Arrived: 0630 Time Departed: 1500 · 16 (Pg 1 of 3) Performed special inspection during the welding on the second floor framing office ·portion of the building. The welding done on this day meets visual inspection criteria. The work is in progress and acceptance is -pending completion. The Welders and weld procedures are acceptable. REINFbRCED CONCRETE WELDING Structural Steel: ASTM A36 .Pla.te Steel, Open Web Joist & Girders, Wide Flange Beams Tube Steel Columns: A500 Electrodes: E7018 SMAW eoncrete: Premixed, Design #4033000; 4000 psi Performed-special inspection during the concrete placement at the pour strip along 2 Line between F and H, H Line between 2 and 4. The pour strip around Panels 17 c1nd 19. The reinforcing steel was inspected, prior to concrete placement, and is per plans. The concrete was pumped and consolidated by mechanical vibrator. Slump = 5". To the best of my knowledge, the work inspected on this day is in compliance with the approved plans anc;l specifications. Time Arrived: 0630 Time Departed: 1500 Performed special inspection during the welding on the sec;ond floor and roof frame of the office portion of the building. The work is in progress and acceptance is pending completion. The Welders and weld procedures are acceptable. Also, performed pre-concrete placement inspection on the second floor mezzanine, between Grid Lines· G to F and 1 to 3. Structural steel framing; metal deck puddle welds, buttqn punching and nelson studs have been inspected and approved, prior to reinforcing steel placement. Inspected the reinforcing steel and welded wire fabric. The deck is' acceptable for concrete placement. To the best of my knowledge, the work inspected Qn this day is in compliance with the approved plans and specifications. (1) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: . J !Rf (1) City of Carlsbad Geor.ge A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 R,iverdale Street, P.O. Box.600627, San Diego, CA. 92160, (619) 2.80-4321 FlELD INSPECTION ~POR,T .PROJEct TITLE: PROJECT LOCATION: ARCHITE9f: GEN. CONTRACTOR: 8/19/98 G. Wolfram S.0. #259 ICBO . #084.7675-89 Call!!way Golf Ball Facility 2180 Rutherford RQad, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&TFILE NO: 'PERMIT NO: 9812171 98-400 LR.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers SUBCONTRA(;'fO~ JD;uc & B Steel 16 (Pg 2 of 3) REINFORCED CONCRETE Time .Arrived: 0630 Time Departed: 1115 Concrete: Premixed, Design #3083001, F'c = 3000 psi Provided continuous inspection during the placement of concrete for the West mezzanine level slap. Three . sets of three concrete test cylind(;lrs with a slump test, 1:1ir temperature, concrete temperature, unit weight · . and concrete air content test taken from each set of cylinders tested. Locations and test results as follows: R. Lam5ert SD #658 8/19/98 · 8/20/98 DISTRIBUTION: .(2) Callaway Golf PCF ·SET LOCATION Al.R TEMP CONCRETE TEMP UNIT WT .. AIR CONTENT SLUMP A 8.5@2 72° 850 123.05 3.75% 5" 13 C.4@2.5 75° ~20 123.94 4.0% 6" C E.5~1.5 15° 87° 123.97 4.0% 5" The concr(;lte was placed by boo in pump and consolidated with a mechani9al vibrator. The concrete. ·placement appeared acceptable, per plans. WELDING Structural Steel: ASTM A36 Tube Steel: A500B J:lectrodes-: E7018 SMAW Time Arrived: 0600 Time Departed: 1400 Performed special inspection during the welding on the sei;:ond floor and roof frame of the office portion of the building. The work. is in progress and acceptance is. pe'r1ding compJetiQn. The Welders and weld procedures are acceptable. Time Arrived: 0600 Time Departed: 1430 Performed special inspection during the Welding on the second floor and roof frame of the office portion of the building.· The work is in progress and acceptance is pending conipletion. The Welders and weld ·procedures are· acceptable. (1) Smith Consulting Architects ( 1 ) Nielsen Dillingham REVIEWED BY:· ( 1 ) City of C.arlsbacf George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FI~LD INSPECTION REPORT PRO,!ECTTITLE: . PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: :8121;9a R. Lambert · SD #658 8/:21/98 R. Lambert SD #658 -8/20.8/25/98 · G. Pitonyak S.D. #255 Level II DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting .Archite-cts Nielsen DillinE!ham SCS&TFILE NO: PERMITNO: . 9812171 98-400 J.R.NO: PLAN FILE NO: ENGINEER, Prime Structura] Engineers suBCONTRACTOR: JD2/C & 13 Steel 16 {Pg 3 of 3) REINFORCED CONCRETE Time Arrived: 0530 Time Departed: 1530 Concrete: Premixed, Design #3083001 Light Weight, F'c = 3000 psi Performed special inspection during the concrete placement at the roof deck, betwf:!en Lines 7,5 to 15 and B to F. The· roof framing and decking has been inspected and approved prior to the reinforcing steel placement. Inspected the reinforcing steel placement, prior· to the concrete placement. The concrete was pumped and-consolidated by mechanical vibrator. The concrete field tech fabricated six sets of three . cylinders •. Test results are as follows: SET SLUMP TEMP. AIR PCF UNIT WEIGHT 1 5" 86° 4% 125.1 2 5" 86° 3.75% 124.7 3 5" 90° 3% 125.7 4 5" 86° 3.5% 123.3 5 5" 88° 3.75% 124.5 6 5" 90° 3.75% 123.9 To the !Jest of my knowledge, the work inspected on this day is in compliance with the approved plans and specifi~ations. REINFORCED CONCRETE EPOXY ANCHORS Reinforcing Steel: ASTM A615 Epoxy: Simpson SET ICBO# ER5279 Performed special ·inspection on epoxy anchor installatirm of missing c;>r mislocated slab .dowels in sections of the slab and pour strip between 10 to 11.5 and. F to H·. The hole diameter and embedment depth was per tbe manufacturer's recommendations. The holes were cleaned by compressed air and nylon hole brush. Also, inspectecl the reinforcing steel' and it is per plans. To th!;l best of my knowledge, the work inspected on this day is in compliance with the approved plans ancj specifications. ULTRASONIC TESTING Ultrasonically tested 100% of the repaired complete penetration welded connections, per the plans and specifications. See the attached report for details. (1) Smith Consulting Architects · (1) Nielsen Dillingham (1) City of Carlsbad REVIEWED.BY: , George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 62.80 RIVERDALE STREET, P. 0. Box 600627, SANDlEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: · Project Title: Project .Location: . Architect: . Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects · Prime Strucstural Engineering Nielsen Dillingham Location fn Structure: Materia_l Supplier: Approximately 270 cubiG yards into pour Pre-Mixed Mix Designation: 3083001 Lightweight Admixture(s): Time In Mixer (Minutes): Truck Number: $amp/es Fabrie.ated By: Laboratory Nurriber: Mark: 6 Date Made: Date Received Date 1ested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 90 418 JWB Required 28 Day Strength, psi l)nit Wei~ht pcf, 9912 08~25-98 08-26-98 09-01-98 6.00 28;27 71,250 2,520 7 3,000 124.0 Slump, Inches:· 4-1/2 TicketNumber: 268512 Samples Tested By: NH 9913 9914 · 09-22-98 m~-22-98 90,250 93,250 3,190 3,300 28 28 •' Permit No: 98-400 Plan File No: CC Temp: 88° Air Temp: Air Content: 4.0% 0 Specimen sampling, transport~tion and compressive strength testing were perf_qrmed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting ArQhitects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 08-25f.doc 9122198 Review~d By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 .RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Numb.er: · Project Title: Project Location: Arcnitect: Engineer: Contractor: .9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham . Location In Structure; Materifll Supplier: Approximately 230 cubic yards into pour Pre-Mixed Mix Designation: 3083001 Lightweight · AcJmixture($): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Laboratory Number: Mark: 5 Date Made: Date Received Date Tested · Dif]meter, If/Ches Area, Sqvare Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 90 427 JWB Required 28 Day Strength, psi Unit Weight pcf, 9909 08-25-98 08-26-98 09-01-98 6.00 28.27 73,000 2,580 7 3,000 123.5 Slump, Inches: 3-1/2 Ticket Number:. 268491 Samples Tested By: NH 9910 9911 09-22a.98 09,-22-98 93,750 95,250 3,320 3,370 28 28 Permit No: 98-400 Plan File No: CC Temp: 90° Air Temp: Air Content: 4.0% 0 Specimen sampling, transportation and compressive strength testing were performed. by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-'Mixed 0B-25e.doc 9122/98 Reviewed By: .. Jd George Gavit, RCE #56564 . SOUTHERN CALIFORNIA SOlL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Projec;t title: Prqject Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherferd Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham . Lodatfon In Structure: .. Material Supplier: Approximately 190 cubic yards into pour Pre-Mixed Mix Designation: 3083001 Lightw~ight Admixture(s): Time In Mixer (Minutes): truck Number: · Samples Fabricated By: Laooratoiy Number: Mwk: 4 bate Made: Date Received Oate Tested Qiaineter, Inches Area, Square Inches Maximum Load; Pounds Cc;>rrlpressive Strength, psi Age Tested, Days , 80 432 JWB ' Required 28 Day Strength, psi Unit Weight pcf, 9906 .. 08-25,-98 08-26-98 09-01'-98 6.00 28.27 72,250 2,560 7 3,000 121.5 Slump, Inches: 3 · Ticket Number: 268449 Samples Tested, By: NH 9907 9908 09-,22--98 09-22-98 94,000 93,250 3,330 3,300 28 28 Permit No: 98-400 Plan File No: CC Temp: 90° Air Temp: Air Content: 4.5% 0 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the.applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects ('1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 0B-25d.doc 9122198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report FilfJ Number: Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 21'80 Rutherford .Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In Structure: Material Supplier: Approximately 150 cubic yards into pour Pre-Mixed Mix Designation: 3083001 Lightweight · Admixture(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Laboratory Number: Mark: 3 Qate Made: Date Received Oate Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi . Age Tested, Days 70 403 JWB R~quired 28 Day Strength, p$i Unit Weight pcf, ,9903 08-25-98' 08-26-98 09-01-98· . 6.00 28.27 69,750 2,470 7 3,000 122.8 Slump, Inches: 5 Ticket Number: 268423 Samples Tested By: NH 9904 9905 09-22-98 · 09-22-98 97,250 95;500 3,440 3,380 · 28 28 Permit No: 98-400 Plan File No: CC Temp: 86° Air Temp: Air Content: 4.0% 0 Speci(J1en sampling, transportation and compressive strength testing were performed by this flgency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf .(1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 08-25c,doc 912.2/98. Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RlVERDALE STREET, P. 0. Box600627,SANDIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: · Contractor: · Location In Structure: MatfJrlal Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham · Roof deck E.5-7 Pre-Mixed 3083001 Lightweight Time In Mixer (Minutes): Truck Number: Samples Fabricated By: 82 436 RJL Slump, Inches: 5 Ticket Number: 268415 Samples Tested By: NH · Laboratory Number: 9900. 9901 .9902 Mark: 2 Date Made:.· 08-25-98 - . Date Received 08-26-98 [)ate Tested 09-01-98 09-22-98 09-22-98 · Diameter, Inches 6.00 Area, Square lnchf?S 28.27 Maximum Load, Pounds 71,250 93,500 95,250 . Compressive Strength, psi 2,520 3,310 3,370 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 123.5 .. Permit No: 98--400 Plan File No: CC Temp: 85° Air Temp: Air Content: 4.5-.. 0 · Specimen sampling, transportation and compressive strength testing were performed by (his agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Niels~n Dillingham (1) City of Carlsbad (1) Pre-Mixed . 0B-25b.d9c 9122198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SANDIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: . Project Location: Architec;t: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture($).: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Roof deck E-7 Pre-Mixed 3083001 Lightweight Time In Mixer (Minutes): · Truck Number: 79 418 RJL Slump, /nches: Ticket Number: Samples Fabricated By: Samples T~sted By: Laboratory Number: 9897 9898 9899 Mark: 1 .. Date Made: 08-25-98 Date Received 08-26-98 4-3/4 268409 NH. Date Tested . 09-01-98 09-22--98 09-22-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 69,750 94,000 95,250 Compressive Strength, psi 2,470 3,330 3,370 Age -Tested, Days 7 28 28 Required 28 [)ay Strength, psi 3,000 Unit Weight pcf, 143.1 Permit No: 98-400 Plan File No: CC Temp: 86° Air Temp: Air Content: 4.75% 0 Specim~n sampling, transportation and compressive strength testing were p~rformed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: ( 1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1 )· City of Carlsbad (1) Pre-Mixed 0B-25a.doc 9122198 Reviewed By: I ·-____J ~. w SOUTHERN CALIF-ORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SANDJEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength TestReport File Number: · Project Title: · Project Location: · Architect: Engineer:. Contractor: ·. Location In Structure; Materi~I Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Pour strip at wall panel #1-8 Pre-Mixed 4033000 Time In Mixer (Minutes): • truck Number: Samples Fabricated By: 50 392 RJL Slump, lnc;;hes: 4-1/2 Ticket Number: 268015 Samples Tested By: NH .. · Laboratory Number: 9774 9775 9776 Mark: . .. DateMade: 08-24:.98 - Date Received 08-25-98 · Pate Tested 08-31-98 · 09.:.21-98 09.:21-98 Oiameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 104,250 130,500 128,750 Compre$sive Strength, psi 3,690 4,620 4,5.50 Age Tested, Days. 7 28 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, -. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards, This ag~ncy makes no other warranties express or implied. Distribution: · (1) Callaway Golf· (1) Smith Consulting Architect$ (1) Nielsen Dillingham . (1) City of Carlsbad · (1) Pre-Mixed -08-24.doc 9122198 Reviewed~ George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Projf}qt Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In, Structure: Material Supplier: Approximately 280 cubic yard::; into pour Pre-Mixed Mix Designation: Admixturf:;{s): time In Mixer (Minutes): Truck Number: Samples Fabricated By: , Laboratory Number: Mark: 6 - , Date Macje: Date Received , Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 3083001 75 417 JWB .9706 08-21-98 08-24-98 08-28-98 6 . .00 28.27 74,250 2,630 7 Required 28 Day Strength, psi 3,000 . Unit Weight pcf, 123.9 Slump, Inches: 5 Ticket Number: 2671.27 Samples Tested By: NH 9707 9708 09-18-98 09-18-98 91,000 , 93,250 . 3,220 · 3,300 28 28 Permit No: 98-400 Plan File No: CC Temp: 90° Air Temp: Air Content: 3.75% 0 Specimen sampling, transpor:tation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This.agency makes no other warranties express orimplied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham . (1) City of Carlsbad (1) Pre-Mixed 08~2.1f.doc 9120198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Conprete Compressive Strength Test Report File Number: Project Title: Project Location: · Architect: • Engineer: Contractor: 9812171 Callaway Golf Sall Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham · Location In Structure: Material Supplier: Approximately 220 cubic yards into pour Pre-Mixed Mix Designation: Admixture(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: . Labqratory Number: · Mark: 5 Ogte Made: Date Received Date Tested Diameter, Inches Area,. Square lhche$ Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 3oe3001 70 445 JWB 9703 .. 08-.21-98 ,. 08-24-98 08-28-98 6.00 28.27 75,000 2,650 7 Required 28 l)ay Strength, psi 3,000 Unit Weight pcf, 124.5 Sf ump, Inches: 5 Ticket Number: 267685 Samples Tested By: NH 9704 9705 09-18-9$ · 09-18:-98 94,250 92)50 3,330 3,280 28 28 Permit No: 98-400 Plan File No: CC Temp: 88° Air Temp: Air Content: 3.75% 0 Specimen sampling, transportation and compre~sive strengtt, testing wereperformed l)y this agency in accordance with the applicable ASTM . standard,s. This agency makes-no other warranties express orimplied. Distribution: (1) Calll:lway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed OB021e.doc 9/20198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. o. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In Structure: Material Sl!ppfier: · Mix Designation: ApproximateJy 180 cubic yards ihto pour Pre-Mixed Admixture(s): . Time In Mixer (Minutes): Truck Number: Samples i=al)ricated By: Laboratory NL,Jmber: Mark: 4 Date Madf?: Date Received · ' Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Ag.e Tested, Days 3083001 60 431 JWB 9700 08--21-98 . 08-24.:98 08-28-98 . 6,00 28.27 77,250 2,730 7 Required 28 Day Strength, psi ;3,000 . Unit Weight pcf, 123.3 .. . Slump, Inches: 5 Ticket Numl)er: 267648 Samples Testec/By.: NH ·9701 · 9702 09-18-98 o9-18-9e ~3,000 91,750 3;290 3,250 28 28 Permit Nb: 98-400 Plan File No: CC Temp: 86° Air Temp: Air Content: 3.5% 0 Spec;imen sampling, transportation and compressive strength testing were performer;/ by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 08-21d:doc 9/20/98 Review_ed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project (;.¢cation: . Architeqt: Engineer: Contractor: · 9812171 Callaway Golf Ball Facility 2180 Rutherford Roac:l, Carlsbad Smith Consulting Arqhitects Pri~e Strucstural Engineering Nielsen Dillingham Location In Structure: Material Supplier: Approximately 140 cubic yards info pour Pre-Mixed Mix Designation: Admixture(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Labotatoiy Number; Mark: 3 Date Made: Date .Received . Date Tested · Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days .. 3083001 60 428 JWB 9697 08-21-98 08-24-98 08-28-98· · 6.00 28.27 73,750 2,610 7 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 125.70 Stump, Inches: 5 Ticket Number: 267600 Samples Tested By: NH . 9698 9699 09-18-98 09--18-98 90,250 92,250 3;190 3,260 28 . 28 Permit No: 98-400 Plan File No: CC Temp: 90° Air Temp: Air Cont~nt: 3% 0 Specimen sampling, transportation and compressive-strength testing wereperfonned by this agency in accordance with the app/icalJ/e ASTM standards. This agency makes no other warranties express or implied. Distribution: ·(1 )-Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City .qf Carlsbad (1). Pre-Mixed 08-21c.doc 9120/98 Reviewed By: George Gavit, RCE #56564 SOUTHERN C.ALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concre,te Compressive Strength Test Repott File Number;. . Project Title: Project Location:. Architect Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Archite.cts Prime Strucstural Engineering Nielsen Dillingham Location In Structure: ,Material Supplier: Approximately 70 cubic yards· into pour Pre-Mixed Mix Designatio(J: Admixture(s): · Time In Mixer (Minutes); Ttuck Number: _Samples Fabricated By: . Laboratory Number: Mark: 2 .Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Po1.JncJs Compressive Strength, psi Age Tested, Days 3083001 70 445 JWB 9694 ,08-21,-98 08'-24-98 08-28--98 6.00 28.27 73,000 2,·580 7 Required 28 Day Strength, psi 3,000 Unit WeiQht pcf, 124.7 Slump, Inches: 5 Ticket Number: 267567 Samples Tested By: NH 9695 9696 ' - · 09-18-98 09-18-98 93,750 95,000 3,320 3,360 28 28 Permit No: 98-400 Plan File No: CC Temp: 86° Air Temp: Air Content: 3.75.., 0 Specimen sampling, transportation and compressive strength testing were performed by this agr;ncy in accordance with the applicable ASTM standards. Thi~ agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith .Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1.) Pre-Mixed 08-21b.doc 912,0/98 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title, Project Location: . Architect: · Engineer: Contractor: .. 9812171 C~llaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In Structure: Material $upplier: Approximately 30 cubic yards into pour Pre-Mixed Mix Designation: Admixture(s): Time In Mixer (Minutes):' Truck Numb~r: Samples Fabricated By: Laboratory Number: Mark: 1 . Date Macfe: · Date Received ' Date Tested Diameter, Inches Area, Square Inches : Maximum Load, Pounds . Comptessiv~ Strength, psi Age Tested, Days. 3083001 80 440 JWB 9691 08-21-98 08-24-,98 08~28-98 6.00 28.27 73,500 2,600 7 Required 28 Day Strength, psi 3,000 · Unit Weight pcf, 125.1 Slump, Inches: 5 Ticket Number: 267504 Samples Tested By: . NH . - 9692 9693 09-1,8-98 09-18-98 98,750 9.6,750 3,490 3,420 28 28 Permit No: 98-400 Plan File No: CC Temp: 86° Air Temp: Air Content: 4.0% 0 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM . standards. This agency makes no other warranties expre~s or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1} Nielsen Dillingham (1) City of Carlsbad ( 1) Pre-Mixed 08-2.fa,doc 9/20198 Reviewed By: George· Gavit, RCE #56564 SOUTHERN CALIFORNIA SOlL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive StrengtlJ, Test Report File Number: Project Title: · . Project Location: Architect: Engineer: . . Contractor: Location 117 Structµre: Material Suppli~r.· Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prirne Strucstural Engineering Nielsen Dillingham Roof Deck -line 9/B-D Pre-Mixed 3083001 Time In Mixer (Minutes): Truck Number: Samples Fabricated. By: 90 402 JWB . Slump, 1nches: 6-1/2 Ticket Number: 271840 Samples Tested By: NH - Laboratory Number: 0706 , ·0101 0108 Mark: 7 - Date Made: 09-08-98. Date Received 09-09-98 Date tested 09-15-98 10,a.06-98 10-06-98 Diameter, Inches 6.00 Area, Square Inches 2a.z7 Maximum Load, Poun<;Js 67,250 91,500 89,000 Compressive Strength, psi 2,380 .3,240 3,150 Age Tested, Days 7 28 ,2.8 Required 28 Day Strength, psi 3,000 Unit Weight.pcf, 123.3 .. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 2.75% 0 0 Specimen sampling, transportation and compressive strength testing were performed by this.agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Oistribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1 j City of Carlsbad (1) Pre-Mixed 09-0Bg.doc 1017198 Reviewed By: · George Gavit, RC'E #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: ' . Engineer: Contractor: Location. In Structure: Material Supplier: Mix Desfgnation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Roaa, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Roof Deck :. line 10/8-D Pre-Mixed 3083001 Time In Mixer (Minutes): Truck Number: Samples Fabricated By: . . . 110 403 JWB Slump, Inches: 6-;1/2 Ticket Number: 271799 Samples .rested By: NH f._aboratory Number: 07()3 0704 0705 Mark: 6 Date Macie: 09-o8:.98 , Date Received 09-09-98 Date Tested 09-15-98 10-06-98 10-06-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 67,000 87.750 88,250 Compressive Strength, psi 2,370 3,1:00 3,120 Age Tested, Days 7 28 ~8 Required 28 Day Strength; psi 3,000 Unit Weight pGf, 122.7. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.75% 0 0 Specimen sampliQg, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: .(1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed. 09-0Bf.doc 1017198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERJ;)ALE STREET, P. 0. :Sox 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: · Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Roof Deck -fin~ 11/B-P Pre-Mixed 3083001 Time In Mixer (Minutes): truck Number: Samples Fabricated By: 80 428 JWB Slump, lnche$: 3-3/4 Ticket Number: 271778 Samples Tested By: NH Laboratory Number: 0700 0701 0702 Mark: 5 Date Made:. 09-08-98 • . Date Received 09-09-98 Date Tested 09-15-98 10-06-98 10-06-98 D1atneter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 65,250 . 93,250 93,500 Compr£Jssive Strength, psi 2,310 3,300 3,310 · Age Tested, Days 7 28 28, Required 28 Day Strength, psi 3,000 Unit Weight pCf, 122.3 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4.., 0 0 Specimen sampling, transportation and compressive strength testing were performed by this agenr;y in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Niels~n Dillingham ( 1) City .of Carlsbad (1) Pre-Mixed 09-0Be.doc 1017198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627~ SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: · Project Location: Architect: .. Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): . 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham · Roof Deck-line 12/B-D Pre-Mixed 3083001 , Time In Mixer (Minutes): Truck Number: Samples Fat)ricated By: . 8.0 430 JWB Slump, Inches: 4 TicketNumber; 271727 Samples Tested By: NH Laborc1tory Number: 0697 0698 0699 Mark: 4 C Date Made: 09-08-98 ... Date Received 09-09-98 Date Tested 09-15-98 10-06-98 10-06-98 Diameter, Inches 6.00 Area, Sqµare Inches 28.27 Maximum Load, Pounds 66,750 97,250 95,500 Compressive Strength,. psi 2,360 3,440 3,380 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 UnitWeight pcf, 122.3 Permit No: .98-400 Plan File No: CC Temp: Air Temp: Air Content: 4.5% 0 0 Specimen sampling, transportation ~nd compressive strength testing wereperform1:;cf:by this agency in accordance with the applicable AS.TM standards. This agency makes no other warranties express or implied. Distribution: (1) Cailaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 09-08d.doc 1017198 RevievVed By: I El George Gavit, RCE #5(3564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Roof Deck -line 13/B-D Pre.,Mixed 3083001 Time In Mi')f.er (Minutes): Truck Number: Samples Fabricated By: 418 JWB Slump, Inches: 7 Ticket Number: 271707 Samples Tested By: NH Laboratory Number: 0694 0695 0696 Mark: 3 Date Made: 09-08-98 Pate Received 09-09-98 bate Tested 09-15-98 10-06-98 10-06-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 63,750 88,500 89;750 Compressive Strength, psi 2,260 3,130 3,170 Age Tested, bays 7 28 28 Required 28 Day Strength, psi 3,000 Unlt Weight pcf, 122.9 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4.5% 0 0 Specimen-sampling, transportation and compressive strength testing were performed-by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1} Nielsen Dillingham (1) City of Carlsbad (1") Pre.:Mixed 09-0Bc.doc 1.o/7/98 Reviewed By: pl George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test R~port · File Number: Project Title: · Preject Location; Architec;t: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180-Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Roof Deck-line 14/B-D Pre-Mix~d 3083001 Time In Mixer (Minutes): Track Number: Samples Fabricated By: 45 428 JWB Slump, Inches: 4-1/2 Ticket Number: 271675 Samples Tested_By: NH · Laboratory Number: 0691 0692 0693 Mark: 2 -. Date Made: 09-08-98 ' - Date ReceivecJ 09-09-98 Date Tested 09-15-98 10-06-98 10-06-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, PQunds 65,250 96,500 95',250 Compressive Strength, psi 2,310 3,410 3,370 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 l,Jnit Wei~ht pcf, 124.3 .. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.75.,. 0 0 Specimen samplinf!, transportation and compressive strength testing were pe'rformed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or impli(!d .. Distribution': (1) Callaway Golf (1) Smith· Consulting Architects (1} Nielsen Dillingham (t) City of Carlsbad (1) Pre-Mixed 09-0Bb.doc 1017198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SA;N DIEQO, C,A 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number.: , Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Locatien In Structure: , Material Supplier: Roof Deck -line 15/B-D Pre-Mixed Mix Designation: 3083001 Admixture(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: 75 441 JWB Slump, Inches: 5-1/2 Ticket Number: 271633 Samples Tested By: NH , Laboratory Number: 0688 0689 0690 Mark: 1 Date Made: 09-08-~8 Date Received 09-09-98 Date Tested 09-15-98 , 10-06-98 10-06-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 64,500 92,750 97,250 Compressive Strength, psi 2,280 3,280 3,440 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 , Unit Weight pcf, 126.1 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4.75% 0 0 Specimen sampling, transportation and compressive strength testing were perfonned by this, agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith· Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 09-0Ba.dor; 10r1/98 Reviewed By: George Gavit; SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Comptessive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham · Pour strip at 1 line :. boiler room Pre-Mixed .4033000 Time In Mixer: (Minutes): · Truck Number: · Samples F~bric~ted By: 102 403 RJL Slump, Inches: 4 Ticket Number: 271204 Samples Tested By: _ NH Laboratory Number: 0595 0596 0597 Mark: Date Made: --09-04-98 -- Date Rec;eived 09-08-98 Date Tested 09-08-98 10-02-98 10-02-~8 Diameter, Inches 6.00 .. Area, Square Inches 28.27 Maximum Load, Pounds 88,000 131,750 -135,250 Compres$iVe Strength, psi 3,110 · 4,660 4,780 · Age Tested, Days 4 28 28 Required 28 Day Strength, psi 4,000 Unit Weight pcf, Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressiv() strength testing were performed by this agency in accordance with 'the applicable ASTM standards. This agency·makes no· other warranties express or implied, Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) Cify of Carlsbad (1) Pre-Mixed 09-04:doc 1014/98 Reviewed· By: · George SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Lo9ation: Archit~ct: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture{s): 9812171 Gallaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Water Tower Pre-Mixed 4033103 Time In Mixer (Minutes): Truck Number: . Samples Fabricated By: 80 436 JWB .Slump, lnche.s: 3-1/2 Ticket Number: . 270650 Samples Tested By: NH Laboratory Number: 0450 0451 0452 Mark: Date Made: 09'-02-98 Date Received 09-03-98 Date Tested 09-09-98 09-30-98 09-30-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 106,250 120,500 123,250 Compressive Strength, psr 3,760 ' 4,21;>0 4,360 Age Tested, Days 7 28 28 Reqµired 28 Day Strength, psi 4,000 Unit Weight pcf, Permit No: 98-400 Plan File· No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1J City of Carlsbad (1) Pre-Mixed 09-02f;1.doc 10/1198 Reviewd George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Proj~ct 'Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham · Location In Structure: Material Supplier: Approximately 160 cubic yards into pour · Pre-Mixed Mix Designation: Admixture(s): Time In Mix et (Minutes): Truck Number: Samples Fabricated By: Laboratory Number: Mark: 4 . Date Made: Date ReceiVed Date Tested l)iameter, Inches Area, Square Inches . MEJximum Load, Pounds C9mpressive Strength, psi · _Age Tested; Days 3083001 60 436 JWB 0447 09-02-98 09-03-98 09-09-98 6.00 28.27 78,000 2,760 7 Require·d 28 Day Strength, psi 3,000 Unit Weightpcf, 124.7 - Slump, Inches: 3-3/4 Ticket Number: 270773 Samples Tested By: NH 044~ 0449 09-30-98 09-30-98 : 94,500 ·96,250 :l,340 3,400 28 28 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: a a % Specimen sampling, transportation and compressive strength testing were performed·by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (t) Pre-Mixed 09-02d.doc 1011198 Reviewed By: Georg .. SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. o. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham · Locati0n In Structure; Material Supplier: Approximately 120 cubic yards into·pbur · Pre-Mixed Mix Designation: Admixture(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Laboratory Number: Mark: 3 Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches Maximum .f_oad, Pounds Compressive Strength, psi Age Tested, Days 3083001 80 397 JWB 0444 09-02-98 09-03-98 09-09-98 6.00 28.27 78,000 2,760 7 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 126.2 Slump, /nqhes: 3 .. 3/4 Ticket Number: 270592 Samples Tested By: NH 0445 0446 .. 09-30-98 09-30-98 96,000 98,250 3,400 3,480 .28 28 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 2.75% 0 0 .. Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied .. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Car-lsbad (1) Pre-Mixed 09-02c.doc 10/1198 R!:lviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, 1>. 0. Box 600627~ SAN DIEGO, CA 92160 (619) 280-4321 Cqncrete Compressive Strength Test Report File Number;· Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Sµpplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Fadlity 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham . . Approximately 70 cubic yards into pour Pre-Mixed 3083001 Time In Mixer (Minutes): Tfuc:;k Number: Samples Fabricated By: 60 428 JWB Slump, Inches: 5 ticket Number: 270561 Samples Tested By: NH Laboratory Number: 0441 0442 0443 Mark: 2 . Date Made: 09-02.,;98 Date Received 09-03-98 Date Tested 09-09-98 09-30-98 09-30-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximlim Load, Pounds 77,150 85,000 87,250 · Compressive Strength, psi 2,750 3,010 3,090 Age T'EJsted, DfJYS 7 28 28 Re·quired 28 Day Strength, psi 3,000 U'nit Weight pcf, 115.7 . Permit No: 98-400 Plan File No: CC Temp: 87° Air Temp: Air Content: 2.5% 0 Specimen sampling, transportation and compressive strength testing were performed.by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf -(1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 09.02b.doc 10/1/98 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET;P. 0. Box 600627, SAN DIEGO, CA 92160(619) 280-4321 Concrt:te Compressive Strength Test Report File Number: Project Title: Project Location: Architect: ~ngineer:: Contractor: 9812171 . Callaway Golf Ball F~cility · 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In Structure: Material Supplier: · Approximately 40 cubic yards into pour Pre-Mixed Mix Designation: Admixture(s): Time In Mixer (Minutes): Truck NL!mber: Samples Fabricated By: Laboratory Number: Mark: 1 . Date Made: Date Received Date Tested Diameter, Inches · Area, Square Inches Maximum Lot;1d, Pounds Compres$ive Strength, psi Age· Tested, Days 3083001 60 441 JWB 0438 09-02-98 09-03-98 09.;09-98 6.00 .28.27 75,500 2,670 7 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 123.7 $/ump, Inches: 4-1/2 Ticket Number: 270512 Samples Tested By: NH 0439 0440 .. 09-30-98 09-30-98 98,250 97,750 3,480 3,460 28 28 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3% 0 0 Specimen sampling, transportation and compressive strength testing were performed·by this agency in accordance with the applicable ASTM standards. This agency makes no otherwarranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham ·(1) City of Carlsbad {1.) Pre-Mixed 09-02.doc 10/1198 Reviewed By: & George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: . PrQject Lo9ation." Architect: Engineer: Contractor: Location In Structure: . Material Supplier: Mix Designation: Admixture(s}: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, C~rlsbad Smith -Consulting Architects Prime Strucstural Engineering Nielsen Dillingham -.. West loading dock Pre-Mixed 4033000 Time In Mixer (Minutes): Truck Numbf;#r: $amp/es Fabricated By: 85 Slump, Inches: 3 Ticket Number: JWB Samples Tested By: NH Laboratory Number: 0204 0205 0206 Mark: Date Made: 08-28-98 Date Received 08-31-98 Date Tested 09-04-98 09.:25-98 09-25-98 Diameter, Inches 6.00 Area, Square lnc;hes 28.27 Maximum Load, Pounds 1'06,·000 123,250 125,500 Compressive Strength, psi 3,750 4,360 4,440 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 4,000 Unit Wei~ht pcf, Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency-in accordance with the applicable ASTM standards. This agency makes no other warranties express or-implied. Distribution: (1) Callaway Golf O) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 08-~8.doc 9/25198 Reviewed By: George ·~· SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Archit~ct: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad· Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham Location In Structure: Material Supplier: Approximately 160 cubic y~rds into pour · Pre-Mixed Mix Designation: Admixture($): Time In Mixer (Minutes): Truck Number: , Samples Fabricated By: Laboratory Number: Mark: 4 Date Made: . . Date Received Date Tested Diameter, Inches Area, Square Inches . Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 3083001 45 427 JWB 0140 08-27-98 08-29-98' 09-03-98 6.00 28.27 68,750 2,430 7 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 124.5 Slump, Inches: 5-1/4 Ticket Number: 269195 Samples Teste.d By: NH 0141 '0142 , . , . 09-24-98 09-24-98 94,500 96,250 3,340 .3,400 28 28 ,, Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.5% 0 0 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) .Nielsen Dillingham (1) City of Carlsbad (1') Pre-Mixed 08-27d.doc 9124198 Reviewed By: George SOUTHERN C,ALIFORNIA. SOIL AND TESTING, INC. 6280 RIVERDALE STREET, F. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbc;1d Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham , Location In Structure: Material Supplier: Approximately 130 cubic yards into pour Pre-Mixed Mix Designatiqn: Admixture(s): Time In Mixer (Minutes): Ttuck Number: SamplesFabricated By: Laboratory Number: Mark: 3 · Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches , . Maximum Load, Pounds Compressive Strength, psi Age Tested, Days . ' 3083001 70 441 JWB 0137 08-27-98 08-29-98 09-03-98 6.00 28/27 70,250 2,480 7 Required 28 Day Strength, psi 3,000 Unit Weight'pcf, 123,8 Slump, Inches: 5-1/4 Ticket Nllmber: 269137 Samples Tested By: NH 0138 0139 -. 09-24-98 09-24-98 95,250 97,250 3;370 3,440 28 28 ' i"ermit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3.5% 0 0 Specimen sampling, transportation and compressive strength testingwere peiformed by thi~ agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf {1) Smith Consulting Architects · '(1) Nielsen Dillingham ( 1) City of Carlsbad' (1) Pre--Mixed 0B-27q. dqc 9/24198 Reyiewed By: , Ai George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Numb~r: Project Title: Project Location.: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Ruth~rford Road, Carlsbad $mith Consulting Architects Prime Str1,1cstural Engineering Nielsen Dillingham F.5 + 5.5-2nd floor deck Pre-Mixed 3083001 Time In Mixer (Minutes): Truck Number: Samf:)les Fabricated By: 76 428 RJL $/ump, lnche$: 5 ·Ticket Number; 269132 Samples Tested By: NH Laboratory Nymber: 0134 0135 0136 Mark: 2 Date Made: 08-27-98 Date Received 08-29-98 Date Tested 09-03,-98 09-24-98 09-24-98 · Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 67,000· 89,750 90;250 Compressive Strength, psi 2,370 3,170 3,190 Age Tested, Days 7 28 28 Required ia Day Strength, psi 3,000 . UnitWeig~t pcf, 123.9 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4% 0 0 Specim,;,n sampling, transportation and compressive strength testing were perfqrmed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implie9. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 08-27b.doc 9124198 Reviewed By: George Gavit, RCE #56564 ., SOUTHERN CALIFORNIA SOIL AND TESTING,. INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: · Project Title: PrQject Location: Architect: . Engineer: Contractor: Location In Structure: Material Supplier: · Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Strucstural Engineering Nielsen Dillingham G3 -seQond floor deck Pre-Mixed 3083001 . Time In Mixer (Minutes): · TtLJck Number: Samples Fabricated By: 71 41-1 RJL Slump, Inches: 5 TicketNumber: 269127 Samples Tested By: NH . . . Laboratory Number: 0131 0132 0133 Mark: 1 Date Made: 08-27-98 Date Received 08-29-98 Date Tested 09-03-98 . 09-24-98 . 09-24-98 Diameter, Inches 6.00 Area, Square lnc;hes 28.27 Maximum Load, Pounds 69,250 91,750 93,250 Qompressive Strength, psi 2,450 '3,250 3,300 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No: CC Temp: · Air Temp: Air Content: 3.75% 0 0 : Unit Weight pcf, 123.7 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standard.s. This agency makes.no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham ( t) City of Carlsbad (1) Pre-Mixed 0B-27a.doc 9724198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SANDIEGO,CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Locc1tion: Architect: Enginew: Contractor: Location ln Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Stmctural Engineering Nielsen Dillingham Mezzanine level slab, E.5 @ 1.5 Pre-Mixed 3083001 . Time In Mixer (Minutes): Poz+ 322N/MBAE 90 60 Slump, Inches: 5 Ticket Number: 266961 Samples Tested By: NH Truqk Number: Samples Fabricated By: . . Laboratory Number: Mark: C Date Made: 439 GAW 9563 9564 ~565 08-19-98 ,/ • .. ~: .. ·. '. " ·-. aL Date Received 08-20-98 . -· -~·· '" , .. -· ' . - P?ttte~t~i··. '' 08--2p-98 09-16-98 09-16-98. -', oia;~te~, [nch.~s {''. ,. ..... 6.00 ... · '' Aiea, $qllare Inches 28.27 Maximum Load, Pounds 67,000 89,250 90,500 Compressive Strength, psi 2,370 3,160 3,200 Age Tested, Days 7 28 . 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 123.97 Permit No: 98-400 Plan File No: ,, ..... CC Temp: 87° Air Temp: 75 ° Air Content: 4.0% " . ' '' Specimen sampling, transporlation and compressive strength testing were performed by this agency in accordance with the applicable ASTM · standards. This agency makes no other warrantie~ express or implied. Distribution: (1) Callaway Golf (1) _Smith Cqos~lting Architects : (1) 't,ii~i~en bi1iingham '. {H Ci~ ·ot c~r1sbad 1 Nr'rriMi~~'J"= . ·1·, # • 08-19c 9/18198 ,' ' . ~ . ~ . . . ' Reviewed By: George Gtfi64 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 . Concrete Compressive Strength Test Report File Number: Project Title: Project Location:- Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixtute(s): 9812171. Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineering Nielsen Dillingham (Mezzanine level slab, C.4 @ 2.5 · Pre-Mixed 3083001 Pozz 322N/MBAE 90 Time In Mixer (Minutes): 65 Slump, Inches; 6 Truck Number: · Samples Fabricated By: Laboratory Number: Mark: B Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, p$i Age Tested, Days 439 GAW Required 28 Day Strength, p$i Unit Weight pcf, 9560 08..:19-98 08-20-98 08-26-98 6.00 28.27 67,250 2,380 7 3,000 123.94 Ticket Number: 266891 · Samples Tested By: NH --, " 9561 9562 . 09-16-98. 09-16-98 90,250 91,250 3,190 ~.230 28 28 Permit No: 98-400 Plan File No: CC Temp: 82° Air Temp: 75 ° Air Content: 4.0% Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf ( 1) Smith Consulting Architects (1) Nielsen Dillingham · ( 1 ) City of Carlsbad (1) Pre-Mixed 08-19b 9/18198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOit AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: ProjectLocation: · Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineering Nielsen. Dillingham Mezzanine level slab, 8.5 @ 2 Pre-Mixed 3083001 Time In Mixer (Minutes): Pozz 322N/MBAE 90 48 Slump, Inches: 5 266838 Truck Number: Samples Fabricated By: Laboratory Number: Mark: A Date Macfe: Date Received Date Tested Dir1meter, Inches .. Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 441 GAW Required 28 Day Strength, psi Unit Weight pcf, 9557 08-19~98 . 08-20-98 08-26-98 6.00 28.~7 68,250 2,410 7 3,000 123.05 Ticket Number: Samples Tested By: NH 9558 9559 09-16-98 09-16-98 88,150 86,.750 3,140 3,0'70 28 28 -- Permit No: 98-400 Plan File No: CC Temp: 85° Air Temp: 72° Air Content: 3.75% Specimen sampling, transportatiqn and compressive strength testing were perf_ormed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Disttibution: (1} Callaway Golf (1) Smith Consulting Architects ,(1) Nielsen Dillingham { 1) City of Carlsbad (1) Pre-Mixed 08-19a 9/18/98 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report Pile Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix D$signation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Louis Perry Associates Nielsen Dillingham Pour strip 2-G Pre-Mixed 4033000 Pozz Time In Mixer (Minutes): 50 Slump, Inches: Truck Number: 381 Samples Fabricated By: RJL ~ Laboratory Number: Mark: Date Made: . Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds . Compressive Strength, psi Age Tested, Days Required 28 Day Strength, psi Unit Wei~ht pcf, 9418 08-17-'98 08-18-98 08-24-98 6.00 28.27 96,000 3,400 7 4,000 Ticket Number: 266264 Samples Tested By: NH 9419 9420 09-14-98 09-14-98 125,250 123,250 4,430 4,360 28 28 Permit No: 98400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive-strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 08-17 9/15198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: ~ngineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Gplf Ball Facility 2180 Rutherford Road, CarI$.bad Smith Consulting Architects Louis Perry Associates Nielsen Dillingham 2nd floor deck -A.5 and 3 · Pre-Mixed 3083001 Pozzolith Time In Mixer (Minutes): Truck Number: Samples Fabricated By: 80 397 RJL Slump; Inches: 4-314 Ticket Number: 265754 Samples Tested By: NH Laboratory Number: 9334 9335 9336 · Mark: 2 Date Made: 08-14-98 Date Received 08--17-98 Date Tested 08-21-98 09-11-98 09-11-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 12,000 99,000 103,500 Compressive Strength, psi 2,550 3,500 3,660 Age Tested, Days 1 28 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 125.3 Permit No: Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM $fandards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf. (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 08-14b 9/11198 Reviewed By: GeorgEl Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location:. Architect: Engineer: Contractor: Location In Structure: . Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Louis Perry Associates Nielsen Dillingham 2nd floor deck -A.5 and 9 Pre-Mixed 3083001 Pozzolith Time In Mixer (Minutes): Truck Number: Samples Fabricateci By: 66 211 RJL Slump, Inches: 4-112 Ticket Number: 265666 Samples Tested By: NH · LaboratoryNumber: 9331 9332 9333 Mark: 1 Date ME!de: 08..:14-98 Date Received · 08-17-98 Date Tf3sted 08-21-98 09-11"98 09-11-,98 Diamf;ter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 71,000 • 103,750 101,250 Compressive Strength, psi 2,510 3,670 · 3,580 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Unit Weight pcf, 125.7 . Permit No: Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this-agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribµtion: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad -(1) Pre-Mixed 08-14a 9/11198 Reviewed By: GeorgeGa~4 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: E;rigineer: Contractor: · Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Louis Perry Associates Nielsen Dillingham .Pit Slab Pre-Mixed 4033000 Time lh Mixer (Minutes): Truck Number: 65 Slump, Inches: 4-1/2 Ticket Number: Samples Fabricated By: RJL Samples Tested By: NH Laboratory Number: 9280 9281 .9282 Mark: .. Date Made: 08-13.;9$ Date Received 08-14-98 Date Tested 08-20-98 09-10-98 09-10-98 . Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 108,250 132,250 134;250 Compressive Strength, psi 3,830 4;680 . 4,750 Age Tested, bays 7 28 28 Required 28 Day Strength, psi 4,000 Permit No: 98-1681 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling; transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbao (1) Pre.-Mixed 08-13 9/11198 Revieweo By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PRQJECT LOCATION: ARCHITECT: GEN. C<>NTRACTOR: R. Lambert SD-#658 8/10/98 ·8/11 /98 I ' •• .. . ' '.8112/98, ... ,· 8/13/98 8/13/98 R. Lambert SD#658 DISTRIBUTION: .,: )2) Callaway Golf <;;allaway Golf Ball Facility SCS&T FILE NO: PERMrrNo: 9812171 98-400 I.R. NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Prime Structural Engineers suecoNTRACTOR: JD2/C & B Steel WELDING Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 · l;lectrodes: E70l8, SMAW, NR232 FCAW Time Arrived: 0630 Time· Departed: 1500 15 (Pg 1 of 3) . Performed special inspection during the welding of wide flange beams, tube steel columns, open web joist and girder cc;,nnections. The area worked on this dc)y was the second floor and roof frame of the office portion of the building. The work is in progress and acceptance is pending completion. The Welders and weld procedures are acceptable. Time Arrived: 0630 Time Departed: 1500 Performed special inspection during the welding of the open web joist and girders, wide flange columns, . wide flange beams and tube steel column con.nections. The area worked on this day was the second floor and roof frame in the office portion of the building·. ·.The Welders and weld procedures are acceptable. Time Arrived: 0700 Time Departed: 1530 · Performed special inspection during the welding of the open web joist and girders, wide flange beams and tube steel c,olumn connections. Work is ir, progress on the second floor and roof frame in the office portion . of the building. The welding do~e on this day meets visual inspection criteria. Time Arrived: 0630 Time Departed: 1500 Performed special inspection during the welding of the second floor decking open web joists and girders, wide flange beams and tube steel. columns. All'connections between Lines F to Hand 3.8 to 5.5, have been completed, inspected and are acceptable. The remaining portion of the second floor framing connections are 'in progress and acceptance is .pending completion. REINFORCED CONCRETE EPOXY ANCHORS Reinforcing Steel: A615 Performed pre-concrete placement inspection on the second floor metal deck. The reinforcing steel was inspected and found to be per plans between Lines A to B and 2 to 1.4. The deck is acceptable for concrete placement. Also, performed special inspection durin!;) epoxy anchor installation on the raised mechanical · pads to the existing slab-on-grade. #4 dowels at 12" on center perimeter of each pad. Epoxy installation was done per the manufacturer'l; .recommendations. .... ... ..,\ . ' ~ J •• (1} Smith Consyl\ing Architects (1} Nielsen Dilling_h?m ( 1 ) City of Carlsbad ,' '·::.. REVIEWED BY: Aef .. · .. ·· ._: -. , .. . ,;"'' George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P;O. Box 600627 , San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 8/13/98 R. Lambert SD #658 $/14/98 R Lambert SD #658 8/14/98 R. Lambert SD #658· DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects . Nielsen Dillingham · REINFORCED CONCRETE SCS&T FILE NO: PERMITNO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers SUBCONTRACTOR: JP2/C & B Steel Concrete: Premixed, Design #4033000; 4000 psi 15 (Pg 2 of 3) Performed special inspection during concrete placement for the cooling tower pit footing and slab. The reinforcing steel has been inspected and approved prior to the concrete placement. The concrete mix·.design does riot comply with the specifications in general notes -on Sheet S1. The Contractor has placed this c;oncrete at his own risk. Fabricated OOEl set of three test cylinders for compressive testing. The concrete was pumped and consolidated by mechanical vibrator. REINFORCED CONCRETE Time Arrived: 0600 Time Departed: 1500 Concrete: Premixed, Design #3083001, 3000 psi Performed continuous special inspection during the concrete placement for the second floor deck between Lines A to 8 and 2 to 14, except a 40' section between Lines 6 and 7 was not placed on this day. The reinforcing steel has .been inspected and approved by special and city inspectors on 8/13/98. The concrete was pumped and consolidated -by mechanical vibrator. Fabricated two sets of three test cylinders. Set #1, Air: 3.5%, unitweight: 125.7 pcf, slump 4 1/2" Set #2, Air: 3%, unitweight: 125.3 pcf, slump 4 3/4" To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. , WELDING Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018, SMAW, NR232 FCAW Time Arrived: 0630 Time Departed: 1500 .Performed specic;1l inspection during the welding of wide flan1;1e beams, tube steel columns, open web joist and girder connections. The area worked on this day was the second floor and roof frame of the office portion of the building. The work is jh progress and acceptance is pending completion. The Welders and . wel9 procedures are acceptable. (1-) Smith Consulting Architects (·1 ) Nielsen Dillingham REVIEWED BY: ( 1 ) City of Carlsbad George A. Gavit, R.C.E. # 56564 ' ·~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. ~ 6280 Riverdale Street, P.O. Box 600627 ~ San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 8/15/98 R. Lambert SD #658 8/14/98 G. Pitqnyak S.b. #255 Level II DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: Structural Steel: ASTM A36; Open Web Girders & Joist ·Tube Steel: A500 Electrodes: E7018, SMAW, NR232 FCAW Time Arrived: 0630 Time Departed: 1500 9812171 98-400 J.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & 13 Steel 15 (Pg 3 of 3) Performed special inspection during the welding on the second floor and roof frame of the office portion of the building. Qpen web joists between the wail and W 24 x 55, on the second floor at Lines 7.2 and 9.8, between Lines A and F are 6" short (thref;l locations). -Also, the open web joist or.i the roof frame along-Line ·11 between H and J is 6" short. N:o approved detail' has been provided for repair. The Contractor is installing the joists at his own risk. Unless noted otherwise, the work inspected on this day is in compliance with the approved plans and specifications. ULTRASONIC TESTING .Ultrasonically tested 100% of the complete penetration welded connections at the second floor and roof elevation drag connecti.on locations and repaired .welds which were completed. See the attached report for details.· (1 l Smi_th Consulting Architects (l) Nielsen Dillingham ( 1 ) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 l,{iverdale Street, P.O. Box 600627, San Diego, CA 92160, ·(619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONT~CTOR: R. Lambert SD #658 8/03/98 Callaway Golf Ball Facility 2.180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electr.odes: E7018, SMAW Time Arrived: 0630 Time Departed:. 1500 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel/PCS 14 (Pg 1 of 3) Performed special inspection during the welding ·of the open web joist and girders, wide flange beams, tube steel columns. The area worked on this day was the second floor and roof in the office portion of the building. Visually inspected the welds for quality, size and length. The work is in progress and acceptance .is pending completion. The Weld~rs and weld procedures are a9ceptable. 8/04/98 Time Arrived: 0600 Time Departed: 1500 Performed special inspection dl!lring the welding of the open web joist c;1nd girders, wide flange beams and tube steel' columns. The area worked on this.day was the second floor and roof frame in the office portion -· ·· of the building. The Welders and weld procedures are acceptable. The welding done on this day meets . -i_, -v.i~ual inspection criteria. -· · • · $/05/98' . '. R. La!llbert SD #658 8/05/98 R. Lambert SD #658 DISTRIBUTION: (iL Calla.way Golf :. ' •"' ~ • ¥ -_ ·WElDlNG:: Time Arrived: 0630 Time Departed: 1 500 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018, SMAW, NR 232, FCAW Performed special inspection «;luring the welding of the open web joist and girders, wide flange beams and tube steel columns. Work is in progress on the second floor and roof frame in the office portion of the ·building. The Welders and weld procedures are_ acceptable. The welding done on this day meets visual inspection criteria. REINFORC{:D CONCRETE Concrete: Premixed, Design #4033000, 4000 psi Reinforcing Steel: ASTM A615. Performed special inspection on mixihg area foundations. Inspected the reinforcing steel and anchor bolts, per plans. The concrete was tailgated and consolidated by a mechanical vibrator. Fabricated one set of three test cylinders. Slump = 4 112· . .To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. (l) ~·Smith Consultipg·.Ai"chite'cts (1) Nielsen Dillingh~n:i:~ , ,. j_• REVIEWED-BY: ( 1 ) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR; 8/06/98 R. Lambert SD #658 8/06/98 R. Lambert SD #658 G. Pitonyak S.D. #255 'Level II 8/06/98 8/07/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 21 80 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham · EPOXY ANCHORS Reinforcing Steel: A6l5 Epoxy: Simpson Si:T ICBO# ER5279 SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers SUBCONTRACTOR: JD2/C & B Steel/PCS Time Arrived: 0630 Time D_eparted: 0700 14 (Pg 2 of 3) Performed special inspection on the epoxy anchoring of the slab dowels on the slab-on-grade from 3 to 5 and C.5 to E.5. Inspected-the hole diameter and embedment depth. The holes were cleaned by compressed air and nylon hole brush. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Time Arrived: 0700 Time Departed: 1500 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018, SMAW, NR232, FCAW Performed special inspection during the welding of the open web joist and girders, wide flange beams and tube steel columns. The work being done on this day is on the second floor and roof frame of the office portion of the building. The work is in progress and acceptance is pending completion. The Welders and . weld procecjures are acceptable. WELDING Structural Steel: ASTM A36 Electrodes: E7018 (L.H.) 11s· Diameter Time Arrived: 1100 Time D~parted: 1530 Monitored the fit-up and welding. of complete penetration beam to column moment connections at the following second floor elevation locations: Line Hand 8, 7.5, 8.5, 9. And 9.5, per 8/S~11. The above fisted mome·nt connections Were ultrasonically tested. See ultrasonic testing report for results. Time Arrived: 0630 Time Departed: 1500 Provided inspection of the, following field welding: At the second fie.or elevation, drag connection plates at coordinates H-7 East side, G-10 and H-10 per l9 and 19A/S11, and plate to top chord of girder at J.25 - 7.5, per 17/S11. Also, beam per plan relocated at th~ correct elevation and "WT" welded at F.25 -3.6 at the roof elevation, full penetration welding of moment connections completed at H-8 and H-9, per 8/S11. Testing of moment connections completed today. ( 1 ) Smith Consulting Architects ( 1 ) Nielsen Dillingham (1 l City of Carlsbad George A. Gavit, R.C.E. # 56564 p SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, ~A 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATl()N: ARCHITECT: GEN. CONTRACTOR: Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ULTRASONIC TESTING SCS&T FILE NO: PERMIT NO: ENGINEER: SUB<;:ONTRACTOR: 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel/PCS 14 (Pg 3 of 3) 8/03/98 8/06/98 8/07/98 G. Pitonyak S.D. #255· Level II Ultrasonically tested 100% of the complete penetration welded connections contained in roof elevation drag plates, per plans and specifications. DISTRIBUTION: (2) Callaway Golf ( 1 ) Smith Consulting Architects ( 1 )· Nielsen, Dillingham ( 1 ) City of Carlsbad REVIEWED BY: -George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FJELD INS,PECTION REPORT PROJECT TITLE: PROJECT !,OCATION: ARCHITECT: GEN. CONTRACTOR: 7/20/98 R. Lambert SD #65~ 7/20/98 R. Lambert $D #658 DISTRIBUTiON: (2) Callaway Golf Callaway Golf Ball Fadlity SCS&T FILE NO: PERMIT NO: 9812171 98-400 LR.NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Prime Structural Engineers SUBCONTRACTOR; JD2/C & B Steel/AJ WELDING Time Arrived; 0600 Structural Steel: ASTM A3.6, Open Web Girders & Joist Tube Steel: A500 . Electrodes: E7018 SMAW 12 (Pg 1 of 4) Performed special inspection during the welding of the open web joist to the girder connection. The joist at Line 1.8 between Band C needs to be installed with wide flange beams. The tube steel at 11.5 and F needs to be installed. The girder to wide flange beam at 3 and D needs to be completed. Visually inspected . all welds for quality, size and length. Also, inspected the roof _decking. Inspected the gauge, type, puddle welds and button punching. The decking has been completed and accepted from Lines 1 to 9, between B to F. The Welders and weld procedures are acceptable. Remaining work is in progress. To the best of my knowledge, unless otherwise noted, the work in.spected on this day is in .compliance with the approved plans and specifications. EPOXY ANCHORS Reinforcing Steel: ASTM A615 Epoxy: Simpson SET ICBO# ER5279 Performed special inspection during the installation of epoxy anchors. Missing footing and slab dowels along the pour strip at Line F. Inspected the hole diameter and embedment depth. The holes were cleaned by compressed air. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. Also, performed pre-concrete placement inspection on the pour strip along 1 5 Line and along F Line between 15 to 7. Inspected the reinforcing steel and clearances. · Also, inspected panels 1.5 and 1.6 pour strip one , side. To the best of my knowledge, the pour strip inspected on this day is in compliance with the approved plans and specifications. ( 1 ) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad ~~ Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Bo,x 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT 'PROJECT TITLE: . PROJECT LOCATiON: ARCHITECT: GEN. CONTRACTOR: 7/21 /98 R. Lambert SD #658 _7/22798 · R. Lambert SD #65.8 7/,22/98 R. Lambert SD #658 DISTRIBUTION: (2) Callaway Golt Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting_ Architects Nielsen Dillingham .SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R. NO: PLAN FILE NO: ENGIN~ER: Prime Structural Engineers suBcoNTRACTOR: JD2/C & B Steel/AJ WELDING Time Arriveq: 06.00 Time Departed: 1430 Structural Steel: ASTM A36, Open Web Girders & Joist · Tube Steel: A500 Electrodes: E7018 SMAW 12 (Pg 2 of 4) Performed special inspection ·during the welding of joist to the girder connection on the roof frame. Visually inspected all welds for. quality, size and length. Also, observed the decking installation. lnspectetj the gauge, type, puddle welds and button punching. The . decking has been completed and accepted from Lines 1 to 9, between 8 to F. The Welders and weld procedures are acceptable. Work is in progress and final acceptance is pending completion REINFORCED CONCRETE Concrete: Pre Mixed, Design #40~300, 4000 p~i Performed special inspection during the placement of concrete. Pour strip along 15 Line, between B.8 and F and along F Line, between 7 and 15. reinforcing steel is per plans. The concrete was pumped and consolidated by mechanical vibr;:itor. Fabricated one set of three test cylinders. Slump = 5" To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Time Arrived: 1000 Time Departed: 1530 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: 1:7018 SMAW Performed special inspection during the welding of girder to wall, joist to wall, girder to column and joist to girder connections. The North portion of the building Lines 8 to F and 1 to 15, on the roof frame with the exception of joist at Line 1.8, between 8 and C, girder to wide flange at D and 3, tube steel detail at F and 11.5. These exceptions need completion. Observed the metal decking installation. Inspected the decking gauge, type, puddle welds and button punching. The work completed is between Lines A and F, between 1 and 10. The remaining work is in progress and acceptance· is pending completion. The Welders and weld procedures are acceptable. To the best of my knowledge, the -work inspected on this day is in compliance with the approved plans and specifications. ( l ) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: ( i ) City of Carlsbad Michael 8. Wheeler, R.C.E. #45358 ' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 River:dale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 7/23/98 R. Lambert SD #658 7/23/98 R. Lambert SD #658 7/24/98 R. Lambert SD #658 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCC>NTRACTOR: 9812171 98-400 I.R.NO: PI.AN FILE NO: Prime Structural Engineers JD2/C & B Steel/AJ WELDING Time Arrived: 0600 time Departed: 1530 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018 SMAW 12 (Pg 3 of 4) Performed special inspection during the welding of the girder to wall, girder to column, joist to wall and joist to girder connections on the seconc;l floor frame. Work on this day is being done between Lines F and H and 3 to 9. Work is in progress and final acceptance is pending completion REINFORCED CONCRETE . l;POXY ANCHORS Epoxy: Simpson SET ICBQ# ER5279 Reinforcing. Steel: ASTM A615 .Performed special inspection on epoxy anchor installation. Missing footing dowels at F-1 and E-1. The .procedure was in compliance with the manufacturer's recommended installation. Observed the placement of 86 cubic yards of concrete in the pour strip along F Line from 1 to 7 and 1 Line from 8.5 to F. The concrete was pumped and consolidated by mechanicai vibrator. Fabricated one set of three test cylinders. Slump = 5 1 /2". • To the best of my knowledge, unl~ss otherwise noted, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Time Arrived: 0600 · EPOXY ANCHORS Epoxy: Simpson SET ICBO# ER5279 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018 SMAW Time Departed: 1430 Performed special inspection during the welding of open web joist and girder connections, second floor framing. The work done on this day was between Lines F to H and 3 to 9. The work is in progress and acceptance is pending GOmpletion. The Welders and weld procedures are acceptable. { 1 ) Smith Consulting Architects (l) Niels$n Dillingham REVIEWED BY: ( 1 ) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 ' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, J>.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCIIITECT: GEN,,CONTRACTOR: 7/24/98 R .. Lambert SD #658 ,7/20/98 G. Pitqnyak S.D. #255 Level II !)ISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING EPOXY ANCHORS Epoxy: Simpson SET ICBO# ER5279 SC:S&T FlLE NO: PERMIT NO: ~812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers SUBCONTRACTOR: J02/C & B Steel/AJ Time Arrived: 0600 Time Departed: 1430 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 · Electrodes: E7018 SMAW CONTINUED 12 (Pg 4 of 4) Also, observed the epoxy anchor installation at the missing weld embed on panel #SE-1. Beam 341C(W14 x 22) per Engineer's detail, Inspected the hole diameter and embedment depth. The holes were cleaned by compressed air. · To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. ULTRASONIC TESTING Ultrasonically tested 100% of the complete penetration welded connections contained in the roof elevation drag plates, per plans and specifications. See the attached report for details. {1 l Smith Consulting Architects { 1) Nielsen Dillingham REVIEWED BY: { 1 l City of Carlsbad ~ Michael B. Wheeler, R.C.E. #45358 SOU'l;'HERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concret~ Compressive Strength Te$t Report File Number: Project Title: -Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Oesignation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Louis Perry Associates Nielsen Dillingham Mixing area foundation Pre-Mixed 4033000 Time In Mixer (Minutes): Truck Number: 85 RJL Slump, Inches: 4-1/2 Ticket Number: Samples Fabricated By: Samples Tes~ed By: NH Laboratory Number: 8806 8807 8808 Mark: Date Made: 08-05-98 - Date Received 08-06-98 Date Tested 08-12:..98 09-02-98 09-02-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 115,000 159,250 155,750 Compressive Strength, psi 4,070 5,630 · 5,510 Age. Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Permit No: 98-1681 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of C~rlsbad ( 1) Pre-Mixed 08-05 9/4198 Reviewed By: ;d George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627 , San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT,LOCATION: ARCHITECT: GEN. CONTRACTOR: . ,7/27/98 .R. Lambert SD #658 R. Lambert SD #658 7 /27 /98 . 7/28/98 7/29/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham REINFORCED CONCRETE SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers sulicONTRACTOR, JD2/C· & B Steel/ AJ Concrete: Premixed, Design #4033000~ 4000 psi 13 (Pg 1 of 2) · Performed special inspection during the concrete placement on the continuous footing at J Line and slab-on- grade between Lines H & J and 5.5 and 11.5. Inspected the reinforcing steel per plans. The concrete was tailgated and consolidated by mechanical vibrator. Fabricated one set of three test cylinders, slump = 4". To the best of my knowledge, the work inspected OA this .day is in compliance with the approved plans and specifications. WELOING Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: i:7018 and E6022, SMAW Verco Metal Deck Type 13 & WZ Time Arrived: 0600· Performed special inspection during the -welding of the open web joist to the girder connections on the second floor frame. The area worked on this day was between Lines F and OH and 5 to 10. The work is in progress and acceptance is pending completion. The Welders and weld procedures are acceptable. •Also, inspected the metal decking type, gauge, puddle welds and button punches. The decking is complete and acceptable, ·from Lines B to F and 1 to 14. To the best of my knowledgei, unless otherwise noted, the work inspected on this day is in compliance with the approved plans and specifications . Time Arrived: 0600 Time Departed: 1530 Performed special inspection during the welding of joist, girders, wide flange beam and tube steel column connections in the second floor. Also, the roof frame in the office area, south of F Line. Work is in progress and acceptance is pending completion. The welders ·and weld procedures are acceptable. Time Arrivei;l: 0600 Time Departed: 1500 Performed special inspection during the welding of open web Joist, .girders, wide flange beams and column connections. Work is in progress in the office portion of the building and acceptance is pending completion. The welders and weld procedures are acceptable. ( 1 ) Smith Consulting Architects ( 1) Nielsen Dillingham REVIEWED BY: ( 1 ) City of Carlsbad Michael, B. Wheeler, R.C.E. #45358 • SOUTHERN CALIFORNIA SOIL & TESTING, INC. 62.80 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: R. Lambert SD #658 7/30/98 7/31/98 8/01/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 21 80 Rutherford Road,• Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018, SMAW Time Arrived: 0600 Time Departed: 1500 9812171 98-400 LR. NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel/AJ 13 (Pg 2 of 2) Performed special inspection during the welding of joist, girders, wide flange beams, tube steel columns and wide flange column connections. Work is in progress on the second floor and roof frame of the office portion of the building. Acceptance is pending completion. The welders and weld procedures are acceptable. The welds inspected on this d?IY meet visuc1I ·inspection criteria. Time Arrived: 0600 Time Departed: 1500 Performed special inspection during the welding of opeh web joist, girders, wide flange beams and column connections. Work is in progress in the off.ice portion of the building. The welders and weld procedures are acceptable. The welds inspected on this day m¢et visual inspection criteria. . Time Arrived: 0630 Time Departed: 1430 Performed special inspection during the welding of wide flange beams, tube steel columns, open web joist and girder connections on the second floor and roof frame of the office portion of the building. Work is in · progress and ;;icceptance is pending completion. The welders and weld procedures are acceptable. ( 1 ) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: ( 1 ) City· of Carlsbad .~/4L Michael B. Wheeler, R.C.E. #45358 ,t:,' SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6780 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: ·PROJECT LOCATION: ARCHITECT: GEN. CO!'/TRACTOR: R. Lambert Sb #658 6/29/98 6/29/9~ ,6/30/98 6/30/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: P~Rl'tllTNO: 9812171 98-400 I.R. NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers 9 (Pg 1 of 3) 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham . SUBCONTRACTOR: JD2/C & B Steel/S.D. Const. Welding WELDING Electrodes: NR232, lhnershieli:l, FGAW Reinforcing Steel A 706 Structural .Steel: ASTM A36 Time Arrived: 0600 Time Departed: 1500 Performed special inspection· during the welding of hold down bars and chord bars on tilt-up wall panels. the Welder and weld procedures are acceptable. Inspected the welds for quality, size and length. Work is in progress. The final report will be provided upon completion. . ' Also inspected, at the Contractors request, the extension of wall footing at the East and West loading dock ramps. Inspected the footings, reinforcing. ~teel -and clearances. To the best of my knowledge, the work inspec;ted on this day is in compliance with the approved plans and specifications. Performed special inspection during the welding of joist and girder seats to the wall along F Line and interior walls. The Welders and weld procedures are acceptable. Inspected the welds for quality, size and length, per plans Work is in progress. A final report will be provided upon completion. Time Arrived: 0700 Time Departed: 1430 Performed special inspection during the welding of joist and girder seats and bottom chord stabilizer plates .to the wall. The Welders and weld procedures are acceptable. Work is in progress. A final report will be provided upon completion. · REINFORCED CONCRETE Concrete: Premixed, Design #4033000, 4000 psi Time Arrived: 1430 Time Departed: 1700 Performed special inspection during concrete placement on the site walls at the East and West loading dock ramps. Inspected the reinforcing steel, per .plans. The concrete was tailgated and consolidated by a mechanical vibrator. Fabricated one set of three test cylinders. Slump = 4 112·. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. ( 1 ) Smith Consulting Architects (1) Niel~en Dillingham REVIEWED BY: ( 1 ) City of Carlsbad ~~ Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: . GEN. CONTRACTOR: R. Lambert SD #658 7/02/98 R. Lambert SD #658 · 7/02/98 7/03/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: . Prime Structural Engineers 9 (Pg 2 of 3) 2180 Rutherford Road, Carlsbac;I Smith Consulting Architects Nielsen Dillingham SUBCONTRACTOR: JD2/C & B Steel/S.D. Const. Welding WELDING Elec.trodes: NR232, lnnershield, FCAW Reinforcing Steel ASTM A 706 Structural Steel: A36 Time Arrived: 0600 Time Departed: 1430 performed special inspection during the welding of hold down bars and chord bars on tilt-up wall panels, W1, W2, W3, S5, S6. The Welder and weld procedures are acceptable. Visually inspected the welds for quality, size and l~ngth. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING HIGH STRENGTH BOL, TING Structural Steel: ASTM A36 Electrodes: NR 232 lnnershield High Strength Bolts: A325N Time Arriv~d: 0630 Time Departec;I: 1500 Performed special inspection during the high strength bolting of structural steel, second story mezzanine frame. Inspected the connection surfaces prior to connection, b9lt holes, bolt size and installation. Work is ih progress. Final acceptance is pending the completion. Also, inspected the welding of angles to the wall in the mechanical rooms along B Line and interior walls. the Welders and procedures are acceptable. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and ·specifications. Time Arrived: 0630 Time Departed: 1500 Performed special inspection during the welding of hold down bars, chord bars and corner plate connections on tilt-up wall panels. Hold downs for panels N-1, S-2, S-2 were done per RFI #198. Panels # E-2, W-8, missing footing hold downs, have been ins'!alled per Fix #19, provided by S.E. Bottom of footing plate and concrete fill need to be completed. All welding has been completed on this day. (1) Smith Consulting Architects ( 1) Ni~lsen Dillingham REVIEWED BY: ( 1 ) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale ~treet, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PRO,!ECT TITLE: PROJECT LOCATION: R. Lambert SD #658 7/03/98 R. Lambert SD #658 7 /03/98 DISTRIBUTION: {2) Callaway Golf Callaway Golf Ball Facility 21 80 Rutherford Road, Carlsbad · Smith Consulting Architects Nielsen Dillingham CONTINUED WELDING Electrodes: NR232, lnnershield, FCAW Reinforcing Steel ASTM A 706 Structural Steel: A36 SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers 9 {Pg 3 of 3) SUBCONTRACTOR: JD2/C & B Steel/S.D. Const. Welding Time Arrived: 0630 Time Departed: 1500 Inspected the fit-up, weld quality and weld size and length. The Welders and weld procedures are acceptable. To the best of my knowledge, the work inspected on this day is ·in compliance with the approved plans and specifications. WELDING ·HIGH STRENGTH BOLTING Structural Steel: ASTM A36 Electrodes: E7018 High Strength Bolts: A325N Time Arrived: 0700 Performed special inspection during the erection and connecting of the second floor and roof framing. The work ~tarted in the office area. Welded connection are being done by Certified Welders. Complete welds are not being done during erection. Inspected the surfaces for bolted connections, prior to connecting. Complete bolting is not being done during erection. The open web joist, on the roof frame, between Lines A to B and 2 to 14, have been erected and welds need to be completed. Work is in progress and acceptance is pending completion. { 1) Smith Consulting Architects {.1) Nielsen Dillingham REVIEWED BY: . { 1 ) City of Carlsbad ~~ Michaeil 8. Wheeler, R.C.E. #45358 .} ~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 'W' 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTJON REPORT PROJECT TITLE: PROJECT LQCATION: ARCHiTECT: GEN. CONTRACTOR: 7Jo'6!98 R. Lambert SD #658 7/0.7/98 R. Lambert SD #658 7/07/98 R. Lambert SD #65$ DISTRIBUTION: (2) Callaway Golf Callaway Golf Bair Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillin'gham WELDING .Structun:11 Steel: ASTM A36 Tube Steel: A500 SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel/AJ Time Arrived: 0600 Time Departed: 1500 10 (Pg 1 of 2) Performed special inspection on beam to c.olumn connections and tube steel brace frame connections. The welding is being done by Certified Welders. The work is in progress and final acceptance is pending completion. Inspected the welds for quality, size and length. To the best of my knowledg~, the work inspected on this day is in compliance with the approved plans and specifications. EPOXY ANCHORS Epoxy: Simpson SET ICBO# ER5279 Reinforcing S~eel: A615 Concrete: Premixed, Design #3033000, 3000 psi Performed special inspection during epoxy anchoring of eight #5 footing dowels for column pedestal at J ·and 11.5 per Engineer's FD#82. Inspected the hole diameter and embedment depth. The holes were . clean~d .by compressed air. Also, at panels E2 and W8, observed the installation of plate steel to hold down bars under the existing footing and the placement of concrete fill. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Structural Steel: ASTM A36 · Tube Steel: ASTM A500 Time Arrived: 0600 Electrodes: NR232 FCAW and E7018 SMAW Time Departed: 1600 Performed special, inspection during the welding of open web girder and joist to the wall and column c::onnections and the joist to the girder connection. Work is in progress and acceptance is pending completion. ( 1 J Smith Consulting Architects (1 J Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad -id~ Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627 , San Die~o1 CA 92160, (619) 280-4321 FIELD· INSPECTION REPORT PROJECT TITLE: PROJ:E:CT LOCATION: ARCHITECT: GEN. CONTRACTOR: R: Lambert SD #658 · 7/08/98 7/09/98 . 7/10/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING ·Structural Steel: ASTM A36 Tube Steel: A500 G & LH Series Open Web Girders & Joist Electrodes: E7018 SMAW SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers SUBCONTRACTOR: JD2/C & B Steel/AJ Time Arrived: 0600 Time Departed: 1530 . _ 10 (Pg 2 of 2 Performed special inspection during the welding of girder to wall, girder to column, joist to girder and joist to ·wall connection. The welding is being done by Certified Welders. Inspected the welds for quality, size and .length. Work is in progress. Acceptance is pending completion. Time Arrived: 0600 Time Departed: 1600 Performed special' inspec-tion during the welding of brace frames and beam to column connections in the second floor mezzanine, between B and F and 1 and 3 lines. Brace frames were completed and accepted on this day. Beam to column connections are iri progress·. Observed the girder to wall, girder to column, joist to girder and joist to wall connection. Work is in -progress. Inspected the metal decking perdale welds on the roof frame between Line A and 8. Work is in progress. To the 'best of. my knowledge, the work inspected on this day is in compliance with the approved plans and specifications . Time Arrived: 0630 Time Departed: 1530 · .Performed special inspection during the welding of open web girder and joist to the wall and column connections and the joist tb·the girder connection. Welders and weld procedures are acceptable. Visually -inspected welds for quality, size and length. Work is in progress and final acceptance is pending completion. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. (1) Smith Consulting· Architects (1) Nielsen Dillingham REVIEWED BY: ( 1 ) City of Carlsbad Michael B. Wheeler, H.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 7/13/98 R. Lambert SD #658 7/13/98 R. Lambert SD #658 7/14/98 R. Lambert so·#658 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility 2180 Rutherford Ro~d, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS~T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: 9812171 98-400 I.R.NO: PLAN FILE NO: · Prime Structural Engineers JD2/C & B Steel/AJ WELDING Time Arrived: 0600 Time Departed: 1500 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018 SMAW, NR232 FCAW 11 (Pg 1 of 3) Performed special inspection daring the deck welding on the roof frame, between Line A to B and 2 to 12.3. Inspected puddle welds and sea:m ~titching. Also, inspected open web girder ana joist connections to walls and columns. Visually inspected welds for quality, size and length. Work is in progress and acceptance is pen'ding com:pletion. EPOXY ANCHORS Time Arrived: 1400 Time Departed: 1500 Reinforcing Steel: ASTM A615 Epoxy: Simpson SET ICBO# ER5279 Performed special inspection during the· installati.on of epoxy anchors. Missing footing and slab dowels. Pour strip between Lines A to B and 7 to 14. Inspected the hole diameter and embedment depth. The holes were cleaned by compressed air. - :To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Time Arrived: 0830 Time Departed: 1530 Structural Steel: ASTM A36, Open Web Girders & Joist Tube Steel: A500 Electrodes: E7018 SMAW, NR232 FCAW .Performed special inspection during the welding of joist and girders to the wall and column connections. The Welders and weld procetjures are acceptable. Visually inspected the welds for quality, size and length. Also, inspected the decking on the roor frame in manufactudng area. Inspected puddie welds and button punching. The work is in prowess. , To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. ( 1') Smith Consulting Architects (r) Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad ~~ · Michael 8. Wheeler, R.C.E. #45358 -i,-· SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCAT!ON: . ARCHITECT: GEN. CONTRACTOR: 7/14/98 R. Lambert SD #658 7/15/98 R. Lambert SD #658 7/15/98 R. Lambert SD #658 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&TFILE.NO: PERMITNO: 9812171 98-400 I.R. NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Prime Structural Engineers suBCONTRACTOR: JD2/C & B Steel/AJ REINFORCED CONCRETE Time Arrived: 0636 Time Departed: 0830 Concrete: Pre Mixed, Design #4033000,. 4000 psi 11 {Pg 2 of 3) Performed special inspection during the concrete placement on the pour strip along lines A to B from Line 14 to 12.3 and 10 to 7. The concrete was pumped and consolidated by mechanical vibrator. Fabricated one set of three test cylinders. Slump 5';. Inspected the reinforcing steel and was approved by both special and city inspectors, prior to concrete placement. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Structural Steel: ASTM A36 · Open Web Joist & Girders Tube Steel: A500 Electrodes: ·E7018 SMAW, NR232 FCAW Time Arrived: 0600 · Time Departed: 1 530 Performed special inspection during the ·welding of joist· to wall, girders to wall, joist to girder and girder to column connections. Bridging and bottom chord stabilizer plates to columns. Also, inspected the roof decking type, gauge, puddle welds and button punches. All work done on this day was in the North portion roof frame. The Welders and weld procedures are acceptable. To the best of my knowledge, the work inspected. on this day is in compliance with the approved plans and specifications. EPOXY ANCHORS Reinforcing Steel: ASTM A615 Epoxy: Simpson SET ICBO# ER5279 Performed special inspection during the epoxy anchor installation. Missing footing and slab dowels in the pour strip at 2A and 28 grid points. Inspected the hole diameter and embedment depth. The holes were cleaned by compressed air. To the best of my knowledge, the work inspected on this day is ·in compliance with the approved plans and specifications. {'1) Smith Cons\.!lting Architects (1) Nielsen Dillingham REVIEWED BY: { 1 ) City of Carlsbad Michael 8. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, Siin Diego, CA 92160; (619) 280-4321 FIELD INSPECTION JU;PORT PROJECT TITLE: PROJECT LOCATION: ' ARCHITEct: GEN: CONTRACTOR: 7/16/98 R. Lambert SD #658 R. Lambert SD #658 7/16/98 7/17/98 7/15/98 G. Pitonyak S.b. #255 Level II DISTRIBUTION: (2) Callaway Golf Gallaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers JD2/C & B Steel/AJ REINFORCED CONCRETE Time Arrived: 0600 Time Departed: 0730 · ·Concrete: Pre Mixed, Design #4033000, 4000 psi 11 (Pg 3 of 3) Performed special inspection dur.ing the concrete placement. Pour strip along Lines A and B remaining sections. Reinforcing steel is per plans. The concr~te was pumped and consolidated by mechanical vibrator. Fabricated one set of three test cylinders, slump 4". To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. WELDING Structural Steel: ASTM A36 Tube Steel: A500 Open Web Joist & Girders Electrodes: E7018 & E6022 SMAW, NR232 FCAW lnnershield Time Arrived: 0730 Time Departed: 1530 Performed special inspection during the welding of girder to wall, joist to wall, girder to column and joist to , girder, in the North portion of the roof frame. All welded connections between Lines B and F and 1 to 9 have be~n completed, except the missing joist at Line 1.9 between B and C. Typical girder to column connection needs bolting, per detail 8/S13. Also, inspected 'roof metal decking. Inspected the decking type, gauge, puddle welds and button punching. Decking is complete between Lines B to F and 1 to 5. The Welders and weld procedures are acceptable. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. Time Arrived: 0600 Time Departed: 1530 -Performed special inspection during the welding of girder to wall, girder to column, joist to wall and joist to girder connections. Inspected the welds for quality, size and length. Also, inspected roof decking type, ·gauge, puddle welds and button punching. Decking is complete between Lines B to F and 5 to 9 .. The Welders and weld procedures are acceptable. Work is in progress and acceptable, pending completion. ULTRASONIC TESTING Ultrasonically tested 100% of the complete penetration welded connections contained in roof elevation drag locations, per the plans and specifications. (1 l Smith Consulting Architects ( 1 l Nielsen Dillingham REVIEWED BY: ( 1 l City of Carlsbad ~~ Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. -6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJE\:"f TITI;E: ·rRO.JECT LOCATION: ,ARCHITECT: GEN .. CONTRACTOR: G: Pitonyak S.D. #255 Le.vel'II 6/22/98 ' 6/23/98 6/23/98 6/24/.98 DISTRIBUTION: . (2) Callaway Golf Callaway Goif Ball Facility SCS&T FILE NO: PERMIT NO: 9812171 98-400 l,R. NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers· 8 (Pg 1 of 2) . 21 80 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham sulicoNTRACTOR: JD2/C & B Steel/S.D. Const. Welding WELDING · Structural Steel: ASTM A36 Electrodes: NR232, lnnershield, FCAW Reinforcing Steel A 706 Time Arrived: 0600 Time Departed: 1530 Performe~ special inspection during the welding of the second story shear tab to the wall and roof joist seat to the wall along B Line. All welding was don by Certified Welders. Visually inspected the welds for quality, size and length. To the best .of my knowledge, the work inspected on this day is in compliance. with the approved plans and specifications. Time Arrived: 0600 Time Departed: 1500 Performed special inspection during the welding of hold down bars and chord bars. The welding done on , this day was along Line F. The welding was done by a Certified Welder. No weld procedure was provided. , Inspected.the welds fo,r quality, size and length. , To the best of my knowledge, the wor.k inspeofod on this day is in c;ompliance with the approved plans and , specifications. ,Performed special inspection during the welding of the roof joist seats to the wall along B Line. All welding was done by Certified Welders. Visually inspected the welds for quality, size and length. To ,the best of my knowledge, the work inspected on this day is in.compliance with the approved plans and specific;ations. Time Arrived: 0630 Time Departed: 1500 Performed special inspection during the welding of hold down bars and chord bars, per Detail 12/S-1 . The welding done on this day was along Line F. The welding. was done by a Certified Welder. Weld procedures have beeh supplied and are acceptable .. The chord bars along .Line B have been ·completed from Lines 5 to 14. The top chords alorig Line F completed. Line 1 between Band Fis partially completed. Inspected the welds for quality, size and lengtn, per Detail. -To the ·best of my knowledge,, the work inspected on this day is in compliance with the approved plc1ns and specifications. (1) Smith Consulting Ar.chitects (1} Nielsen Dillingham REVIEWED BY: ( 1 } City of Carlsbad ~~~ Mi.Chae) B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, J:>.O. Box 600627, Sari .Diego, CA 92160, (619) 280-4321 FIELD ~NSPEC:TION REPORT PROJECT TITLE: PROJECT LOCATION: AR<;:HITECT: GEN. CONTRACTOR: G. Pitonyak S.D. #255 · Level JI 6/24/98 . 6/25/98 6n5t98 6/26/98 6/26/98 DISTRIBUTION: (2-) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R. NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers 8 (Pg 2 of 2) 2180 Rutherford Road, Carlsbad Smith Consulting. Architects Nielsen Dillingham SUBCONTRACTOR: JD2/C & B Steel/S.D. Const .. Welding WELDING Structural Steel: ASTM A36 Electrodes: NR232, lnnershield, FCAW Reinforcing Steel A706 Performed special inspection during the welding of the roof joist seats to the wall panels along B Line. Also, .second floor girder seats to the wall and roof. joist to wall along F Line between Lines 12 and 14. The ·welding was done by Certified Welders. Vis!,lally ,inspected the welds for quality. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifo::·ations . Time .Arrived: 0630 Time Departed: 1500 Performed special inspection during the welding of hold down bars and chord bars o.n the tilt-up wall panels. The welding was doM by Certified Welders. The weld procedures are acceptable. Work is in progress and a final report will be provided on completion. Performed special inspection during the WE1lding of girder and joist ·seats to the South side of F Line wall. The welding is bein1;1 performed by Certified Wf;liders and the procedures are acceptable. The work is in progrE1ss. To the best of my know.ledge·, the work inspected on. this day is in compliance with the approved plans and specifications. Time Arrived: 0700 Time Departed: 1530 Performed special -inspection during the welding of the second floor and roof joist seats to the wall along F l;.ine. The Welders and procedures are acceptable. The work is in progress and final report will be provided upon completion. · Performed special inspection during the welding of hold down bars and chord bars. The Welders and procedures are .acceptable. The work is in progress and a final report will be provided upon completion. ( 1) Smith Consulting Architects (1 r Nielsen Dillingham REVIEWED BY: ,(1,) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 . ,. . ~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. ~ 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 921~0, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 6/15/98 S. DeMars #356 6/16/98 G. Pitonyak S.D. #255 Level II 6/17/98 G. Pitony~k S.D. #255 Level II 6/18/98 S. DeMars #35a DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility scs&t FILE NO: PERMITNQ: ENGINEER: 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers 7 (Pg 1 of 2) 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SUBCONTRACTOR: JD2/C & B Steel/S.D. Const. Welding WELDIN<3 Time Arrived: 0600 Time Departed: 1 500 Visually inspected the fillet welding in the field on bolted beam plates to pre cast panel mid section of Panel N2A, N1 A. Welding done by C & B Steel, certified welders . . Visually inspectecj the field welding of WT roof joists bearing at pre cast panel, shown on Detail F/1 7007, Welding done by Mario Balcom, DTM 799, dated 5/16/91 and. Robert Surber, 9612029, dated 12/23/96. Panel welded N 12A, N 11 A, N13A, NBA, N 1 OA, N9A, NBA and N7 A. . WELDING Time Arrived: 0600 Time Departed: 0800 Arrived on site, as requested, due to inclement weather, welding company did not show-up. Work may be . rescheduled later in the day. WELDING Time Arrived; 0600 Time Departed: 1430 Structural Steel: ASTM A36 · Electro9es: 1;7018 (LH), NR 232.068 Certified Welder: Mario Balcom, Robert Surber and John Blankenship Provided inspection of the. foilowjng field welding: Joist seat connections at the mezzanine elevation to Panel 18 and at roof elevation to panel 18, (2) at each elevation, Panels N14A (4), N3A (5), N2A (5), N1A (5) and N4A (5), reference Details 9/S10, 3/S12, F/5 Shop Details. WELOING Time Arrived: 0530 Time Departed! 1530 Electrodes: Flux Core Arc Weldini;i NR211; NR232, E70 Series Certified Welder: Rick Chavez, 97-0940, t/12/97., tested by TSI, Rebar Certified, FCAW process Eddie Chavez, 96-0345, 1/16/96, tested by TSI, Rebar Certified, FCAW process Visually inspected the field welding of pre cast panel connections as follows: Hold down chord bar connection, per Detail 12/S1 on panels, N13, N12, N11, N10, N9, NB, N7, N6 and N5, N4, N3. Bolted beam plates to pre cast panels at mezzanine elevation, panels N13, N12 and NS, N7, NB . . Wt roofjoists bearing at pre cast panels, per Detail F/17007 at panels 18. 17, N10 and N11. Epoxy of #5 reinforcing steel and 3/4" threaded tod embedded 6 3/4" into pre cast panel N2. #5 reinforcing stee] embedded 4 112· into pre cast panel N2, 16" on centers mid level of panel. Work is per revision sheet SX-71. The holes were drilled then cleaned out prior to epoxy placement. (1) Smith Consulting Afichitects (i) Nielsen Dillingham ·REVIEWED BY: ( 1 ) . City of Carl~bad Michael B. Wheeler, R.C.E. #45358 ·f'· ~ ~ SOUTHERN CALIFORNIA SOIL·& TESTING, INC. 6280 Riv~rdale Street, P.O. Box 600627, Sa!} Diego, CA 92160, ·(619) is0-4321 FIELD INSPECTION REPORT , PROJECTTITLE: .PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 6/19/98 R. Lambert SD #65S 6,/15/9$ G. Pitoriy9k $.D. #255 Level II DISTR113UTION: (2) Callaway Golf 'Gallaway Golf Ball Facility 41 80 Ruther.ford Road, Carlsbad Smith Consultiflg Architects Nielsen Dillingham · WELDING Structural Steel: ASTM A36, Plate Steel Electrodes: NR 232, lnnershield, FCAW SCS&T FILE NO: .PERMIT NO: 9812171 98-400 I.R.NO: PLAN.FILE NO: ENGINEER: Prime StructtJral Engineers 7 (Pg 2 of 2) suBCONTRACJOR: JD2/G & B Steel/S.D. Const. Welding Time Arrived: 0600 Time Departed: 1500 Certified Welcfer: Dave Morlin, 58072, Norm C:hristanson, 9612023 and Jeff Keinsmith, 547969405 Performed special inspection on the Welding of shear tabs to embedded weld plates for second story mezzanine, along Line B between 2 and 10, per Detail 11 Bon Sheet S-9. Visually inspected the weld_s for quality, size and length. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. l)L TRASONIC TESTING Ultrasonically tested 1-00% of the comp!E;ite penetration welded connections contained in beam splices. Note 1 W·l2 x 26 web is under minimum thickness requirement for testing. ( 1 ) Smith Consulting Architects (1 ). Nielsen Dillingham REVIEWED BY: (1) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC, 6280 R,iverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT'TITLE: PROJECT LOCATION: AR<;:HITECT: GEN. CONTRACfOR: R. Lambert SD #658 6/08/_98 '6/09/98 6/09/98 · DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T-FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN FILE NO, 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingh~m ENGINEER: Prime Structural Engineers 'REINFORCED CONCRETE WELDING suilCONTRAOTOR: PCS/C & S/Nielson Dillingham Reinforcing Steel: ASTM A615 and A706 · Concrete: Premixed, Design #3033000, 300() psi . Structural Steel; ASTM A36, Plate Steel Electrodes: NR232, FCAW Certified Welders: David Morlan, 580.74-and Norm Christianson, 9612023 Time Arrived: 1100 Time Departed: 1600 6 (Pg 1 of 4) Performed pre-concrete placement inspection on tilt-up wall panels W-1, W-2, W-3, 1-9, S-15, S-16, M-5 and M-6. Inspected the reinforcing steel and embedded items arid found them to be, as per plans. Panel # M-5, splice two #5 jamb bars to replace bars that were cut at the left side of the door. To the best of my knowledge, unless noted otherwis!:l, the work inspected on this day is in compliance with the approved plans and specifications. Time Arrived: 0430 Time Departecl: 1230 ·Performed special inspection during concrete placement on tilt-up' wall panels 1-9, 1-10, M-5, M-6, S-15, S- 16, W-1, W-2 and W-3. The two cut jamb bars in panel # M-'5, have been replaced. Panel # 1-1 O has been inspectf;ld and is acceptable for concrete placement. Also, the elevator pit walls at 8 and 1.8 have been inspected and concrete placed. The concrete was· pumped and consolidated by mechanical vibrator. Fabricated two sets of four tes~ cylinders. Slump test results = 3 112· and 3 112·. To the best of my knowledge, the work inspected on this day is in compliance with the approved· plans and specifications. Time Arrived: 12~0 Performed special 'inspection during the welding of shear tabs to imbeded weld plates for the second story mezzanine. Work done on thi$ day was on tilt-up wall panels N-5A, N-6A, N-7 A, N-8A, N-13A. The welds were visually inspected for quality, size and length. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and . -specifications. ( 1 ) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED BY: (l) City of Carlsbad m~uV Michael B. Wheeler, R.C.E. #45358 ( SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627 , San Diego; CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION:- ARCHITECT: GEN. CONTRACTOR: 6/10/98 · -R. Lambert SD #658 . R. Lambert SD #658 6/11/98 DISTRIBUTION: (.2) Callaway Golf Callaway Golf Ball Facility SCS,1,T FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN FILE NO: ENGINEER: Prime Structural Engineers 6 {Pg 2 of 4) 2180 Rutherford Road, Catls{:,ad Smith Consulting Architects Nielsen Dillingham SUBCONTRACTOR: PCS/C & S Steel/ Nielsen Dillingham WELDING · Structural Steel: AStM A36, Plate Steel Electrodes: NR 232 {FCA W} Time Arrived: 0730 Time Departed: 1300 Certified Welder; David Morlin #58014 a_nd Norm Christianson #9612023 Performed special inspection during the welding. of .shear tabs to embedded weld plates at the second floor mezzanine on wall panels N-3A an<;! N-4A. Inspected the Welds visually for quality, size and length. To the best o.f my knowledge, the wor.k inspec;ted on this day is in compliance with the approved plans and specifications. -REINFORCED CONCRETE WELDING Reinforcing Steel: ASTM A615 and A706 Concrete: Premixed, Design #30335.21-, 3-00 .psi Structural Steel: ASTM A36, Plate Stee)I 'Electrodes: NR 232, lnnershield {FCAW) Certified Welders: Dave Morlin #58072 and Norm Christianson #96120Z3 Time Arrived: 0700 Time Departed: 1600 · Performed pre-concrete placement special inspection on tilt-up wall panels 1-7, 1-8, E-8, SE-1, E-7 and N- 14A. Inspected the reinforcing steel l:lnd embedded items. The wall panels are acceptable for concrete placement. · A1$0, performed continuous special ir:ispection. during the concrete placement on perimeter grade beams along 1.5 and 14, between Band F and.Line B between 14 and 15. The reinforcing steel was inspected, prior to concrete placement. The concrete was tailgated and consolidated by mechanical vibrator. Fabricated one set of three test cylinders. Slump ,;: 3 1/2" • . Note: See RFI #174, regarding two #'Q EF cut of'four #S's EF on panel S-7 at panel# 1-8 and 1-7 at second floor level. · Tb the-best of my knowledge,. the work inspected on this day is in compliance with the approved plans and specifications. (1} Smith Consulting Architects (.1} Nielsen Dillingham (1) City of Carlsbad Mi9hael 8. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-43il FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITE<_:T: GEN. CONTRACTOR: 6/i 1iMJ R. Lambert SD #658 q/12/98 __ '.DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMIT NO: ENGINEER: 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers 6 (Pg 3 of 4) 2180 Rutherford Road, Carlsbad Smith C'c;msulting Architects Nielsen Dillingham SUBCONTRACTOR: PCS/C & S Steel/Nielsen Dillingham 'CONTINUED Per-formed special inspection during the welding of shear tabs to embedded weld plates at the second floor mezzanine on wall panels W-4, W-5, W-6 and W-8. Visually inspec;ted the welds for quality, size and length. To the best of my knowledge, the work inspected on this df:IY is in compliance with the approved plans and specifications. REINFOR<;:_ED CONCRETE Reinforcing Steel:. ASTM A615 and A706 Concrete: PrE;imixed, Design, #3033000, 3000 psi and #4033000, 4000 psi Time Arrived: 0500 Performed pre-concrete placement special inspection on tilt-up wall panels N-1 A, N-2A, N-1 and SP-1 . Inspected the reinforcing steel and embedded items, per plans. The wall panels were acceptable for concrete placement .. Also, performed continuous special inspection during the concrete placement on tilt-up wall panels 1-7, 1-8, E-8, SE-1, E-7, N-14A, N-1 A, N-2A, N-1 and SP-1. The concrete was pumped and consolidated by mechanical vibrator; Inspected the perimeter footings for reinforcing steel placement, hold down bars, size and clearances along .Lines B and 8.8, between Lines 1 and 2. The concrete was tailgated and consolidated by mechanical viprator. Fabricated four sets df. four test cylinders, · To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specific;:ations. - Performed pre-concrete placement inspection on the perimeter footings along 1 Line between 8.8 and F. and 2 Line between H and F. Inspected the footings, ,reinforcing steel and hold downs. 1. Complete the cleaning .of footings. 2. Complete installing hold downs. 3. Provide minimum 3" clearance reinforcing steel to earth. Also, inspected the reinforcing_ steel for the slab-oncgrade betweE;in A and l;l and 2 to 14. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. . · (1) Smith Consulting Architects (1) Nielsen Dillingham ( 1) City of Carlsbad Michael 8. Wheeler, R.C.E. #45358 .... . . ~-~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverd_ale Street, P.O. Box 600627 , San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: •PROJECT LOCATION: ARCHIT~ct: . GEN •. CONTRACTOR: 6113/98 s·. DeMars .#356 ·DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T FILE NO: PERMIT NO: 981"2171 98-400 !.R.NO: PLAN Fl.LE NO: ENGINEER: Prime Structural Engineers 6 (Pg 4 of 4) ~ 1 80 Rutherford Road, Carlsbad Smith Consultin~ Architects Nieisen Dillinghc1m SUBCONTRACTOR: PCS/C & S Steel/Nielsen Dillingham .REINFORCED CONCRETE Time Arrived: Of~OO Time Departed: 1500 Reinforcing Steel: ASTM A615·, Grade 60; Hold d0wn Bars A706 Concrete: Pre-Mixed,. Design #3033.527 ,, 3000 psi Observed the placement c1nd consolidation of concrete. The concrete was pumped into place at the ' perimeter fo9tings along Grid Line 1 between· B:8 to F and Line 2 between H and F and loading deck footings. Th!'l hold down bars were installed, comP,leted the cleaning of footings and·provided 3" minimum clearance of reinforcing steel to earth. Made one set of three lab concrete test cylinders. Unless noted otherwise, the work inspected is, to the best of my knowledge, in compliance with the approv~d plans, specifications and applicable sections of the governing building laws., ·, (1) Smith Consulting Architects (1) Nielsen Dillin~ham · _(1) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 .. ~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O .. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT'LOCA TION: ARCHITECT: ' GEN. CONTRACTOR: R. Lambert SD #658 6/01 /98 · 6/02/98 6/03/98 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility , 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham REINFORCED CONCRETE Reinforcing Steel: ASTM A615 and A706 SCS&T FILE NO: PE~ITNO: ENGINEER: SUBCONTRACTOR: 9812171 98-400 I.R.NO: 'PLAN FILE NO: Prime Structural Engineers PCS Concrete: Premixed, Design #3033000, 3000 psi, Design #4033000, 4000 psi Time Arrived: 1500 Time Departed: 1630 5 (Pg 1 of 2) Performed pre-concrete placement inspection on tilt-up wall panels 11, 12, W4, W5, W6, W7, W8, W9, S1, S2, S3 and S4. Inspected all reinforcing steel and embedded· items, per plans. Completed the installation of roof dowels. To the best of ,:ny knowledge, unless noted otherwise, the wor!< inspected on this day is in compliance with the approved plans and specifications. · Time Arrived: 0530 Time Departed: 0700 Performed continuous special inspection during concrete placement 11, 12, W4, W5, W6, W7, W8 and W9. The roof dowels have been completed. Panel 11, on 3/8" continuous plate, per Detail 9/S-11, the 3/4" welded studs were removed at the beam cohhe~tion l'ocations. Approval from the Engineer needs to be provided on this detail. The concrete was pumped and consolidated by mechanical vibrator. Fabricated three sets of four test .cylinders. Slump test re:mlts we're between 4" and 5". To the best of my knowledge, unless noted otherwise, the work inspected on this day is in compliance with the approved plans and specifications. Also, performed a periodic inspection on the wall panels, S5, S6, S7 and S8. Inspection will continue after the reinforcing steel and embedded items are completed on 6/3/98. Time Arrived: 0530 Performed pre-concrete placement special inspection on tilt-up wall panels S1, S2, S3, S4, S5, S6, S7 and S8. ln~pected the reinforcing steel, anchor bolts and embedded items, per plans. to the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications, (1). Smith Consulting Architects (1) Nielsen 'Dillingham (1) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riv~rdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD IN,SPECTION REPORT PROJECT TITLE: Callaway Golf Ball Facility SCS&T FILE NO: I.R.NO; 5 (Pg 2 of 2) PROJECT.LOCATION:· ' 2180 Rutherford Road, Carlsbad PERMIT NO: 98l2171 98·400 PLAN FILE NO: ARCHITECT: GEN:COl'(TRACTOR: R. tambert so. #658 6/03/98 6/04/98 6/05/98. DISTRIBUTION: (2) Callaway Golf Smith Consulting Architect~ Nielsen Dillingham REINFORCED CONCRETE Reinforcing Steel: ASTM A615 and A706 ENGINEER: SUBCONTRACTOR: Prime Structural Engineers PCS Concrete: Premixed, Design #3033000, 3000 psi, Design #4033000, 4000 psi Time Arrived: 0700 Time Departed: 1530 Performed continuous special inspection during· concrete placement on tilt-up wall panels S1, S2, S3, S4, $5, $6, S7 and SB~ The wall panels have been inspected and approved by both City and Special Inspectors . . 3000 psi concrete was placed in panels S1, S2 and S3. On!:l set of four test cylinders. was fabricated. Panel S1 slump = 4 112·. The remaining pa11els had 4000 psi concrete placed. Two sets of four cylinders were fabricated. Slumps for panel S5· = 4" and panel S7 = 4". The concrete was pumped and consolidated by mechanical vibrator. · To the best of my knowledge, the work inspected on this .day is in compliance with the approved plans and specifications. Time Arrived: 1300 Time Departed: 1600 Performed special inspection on tilt-up wall, panels S9, S10, S11, S12, S13 and S14. Inspected the . reinforcing steel and the ·embedded items. To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. Time Arrived: 0500 Performed pre-concrete placement, specie!! inspection on tilt-up wall panels N14 and E1A. Inspected the reinforcing steel and embedded items. The wall panels are acceptable for concrete placement. Also, inspectec;l the reinforcing steel, on elevatqr pit w~lls at Lines G4 and 3.8 . . performed continuous special inspection during the concrete placement on wall panels S9, S10, S11, S12, S13, Sl4, N14 and E1 A. The concrete was pumped and consolidated by mechanical vibrator. Fabricated two sets of cylinders for compression testing. Slumps 5" and 4 112· • . To the best of my knowledge, the work inspected on this day is in compliance with the approved plans and specifications. (1) Smith Consulting Architects (1) Nielsen Dillingham (1 ) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 • SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SA~DIEGQ, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architeqt: Engineer: Cpntractor: 9812171 Callaway Golf Ball Facility· 2180 Rutherford Road, Carlsbad Smith Cons~ltihg Architects Prime Structural Engineers Nielsen Dillingham Location In Structure: Material Supplier: Perimeter footing along grid line 1 between B.8 to F Pre-Mixed Mix Designation: 3033527 Admixture(s): Tlme In Mixer (Minutes): 77 Truck Number: 431 Samples fabricated By: SAD Laboratory Number: 5428 Mark: . Date Made: 06-13-98 !)ate Received 06-15-98 · Date Tested 06-20-'98 · Diameter, lnch<:;s 6.00 Area, Square Inches 28,27 Maximum Load, Pounds 67,250 Compressive Strength, psi 2,380 · Age Tested,Days 7 Required 28 Day Strength, psi . 3,000 Slump, Inches: 4 Ticket Number: 248306 Samples Tested By: NH 5429 5430 07-11-98 08~08-98 .81,000 98,75.0 2,870 3,490· 28 56 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5431 0 0 % Specimen sampling, transportation and compressive strength testing were per(ormed by this agency in accordance with the applicable ASTM . standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Cbn$ulting Arnhitects (1) NieI$en Dillingham (1) ·city of Carlsbad ( 1) Pre-Mixed 06-138/17/98 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET~ P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete. Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer.: Contractor.' · Location In Structure: Material Supplier: Mix Designation: _ Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime .structural Engineers Nielsen Pillin,gham Continuous footing at j and 8 Pre-Mixed 4033000 Time In Mixer (Minutes): 53 Truck Number: 443 Samples Fabri<;ated By: RJL Slump, Inches: 4 Ticket Number: 260448 Samples Tested By: NH Laboratory Number: .8132 8133 81'34 Mark: Date Made: 07-27-98 Date Received 07-28-98 · Date Tested 08-03-98 08-24,-98 08-24-98 Diameter, Inches 6.00 Area, Square Inches 28.27 _ Maximum Load, Pounds 113,250 137,500 135,250. Compressive Strength, psi A;010 4,860 l 4,7,8Q Age Tested, Days 7 ,28 28 Required 28 Day Strength, psi 4,.000 .. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: a a % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith ConsLJlting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 07-27 8125198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Cotzcrcte Compressive Strength Test Report . File Number: . Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility · 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham . Location In Structure: Pour strip at 1 -b Pre-Mixed 4033000 Material Supplier: Mix Designation: . Admixture(s): Pozz ·. Time In .Mixer (Minutes): Truck Number:· Samples Fabricated By: 65 · Slump, Inches: 5-1/2 Ticket Number:. . RJL Samples Tested By: NH Laboratory Number: 8020 8021. . 8Q22 Matk: . Date Made: 07-23-98 Date Received 07-24-98 Date Tested 07-30-98 ; oe-20-98 08-20-98 . Diameter, Inches 6.00 .. Are9, Square Inches 28.27 Maximum Load, Pounds 110,250 141,250 1"40,600 Compressive Strength, psi ~.900 . 5,000 . 4,970 · · Age Tested, Days 7 28 28 Required 28 Day Strength, psi 4,000 Permit No: 98--400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, tran$portation and compressive strength testtngwere perfornied by this agency in accordance with the applicable ASTM standards. This agency makes nQ other warranties express Qr impliecf. Distribution: (.1) Callaway Golf (1): Smith Consulting Architects (1) Nielsen Dillingham (1 )-·City of Carlsbad (1) Pre-,Mixe9 07-23 8121/98 Reviewed By: .. /14. George Gavit, HCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box, 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report Fi/£: Number: 9812171 Project Title: Callaway Golf Ball Facility Project Location: Architect: 2180 Rutherford Road, Carlsbad · Smith Consulting Architects · Engineer: Contractor: · Prime Structural Engineers Nielsen Dillingham Location In Structure: Pour strip at 15-D Material Supplier: . Mi~ DesignfJtion: Pre-Mixed 4033000 Adm1xture(s): . Time In Mixer (Minutes): 62 . Truck Number: 430 Sampl(!s Fabr'icated By: RJL Laboratory Number: 7951 Mark; Date Macie: 07-22~98 Date Received · 07-23-98 Date Tested 07-29-98 . Diameter, Inches 6.00 Area, Square Inches 28.27. Maximum Load, Pounds 105,500 Compressive Strength, psi 3,730 Age TestecJ, Days 7 Required 28 Day Strength, psi 4,000 Slump, Inches: 5 Ticket Number: 259143 Samples Tested By: NH 7952 7953 .. 08-19-98 08-19-98 135,500 1.33,250 4,790 . 4,710 28 28 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen· sampling, transportati9n and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham .(1) City of Carlsbad (1) Pre-Mixed 07-22 8121/98 Reviewed By: fl George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC._ 6280 RIVERDALE STREET, P. 0. Box 600627, SAN D(EGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report . - File Number: · Project Title: -9812171 Callaway Golf Ball Facility Project Location: , 2180 Rutherford Road, Carlsbad. Architect: Engineer: Contractor: Location In Structure: Matwial Supplier: Mix Designation: Admixture(s): Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham · Pour strip.at ·B-4 Pre-Mixed 4033000 Time In Mixer (Minutes): truck Number: 70 Slump, Inches: 4 Ticket Number: Samples Fabricated By: RJL Samples Tested By: NH --- Laboratory Number: 7563 7564 7565 Mark: bate Made: 07-16-98 · Date Received 07-17-98 Date Tested 07-23-98 08-13-98 08-13-98- Diameter, Inches 6.00 Area, Square Inches 28:27 Maximum Load, Pounds 74,250 132,750 134,000 Compressive Strength, psi 2,630 4,700 4]40 Age Tested,-Days 7 28 28 Required 28 Day Strength, psi 4,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by tf7is.agency in accordance with the applicable ASTM standards. This agency-makes no other warranties express or implifJd. Distribution: (1) Callaway Golf ( 1 ~ Smith Consulting Architects (1) Nielsen Dillingham (1) City of-Carlsbad (1) Pre-Mixed 07-16 8118/98 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report -File Numoer:' Projec;t Title: Project Location: Ar.cbitect: Engineer: Contractor:. Location In Structure: Material Supplier: Mix Designation: Admixture.(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad ·smith Consulting Architects Prime Structural Engineers Nielsen Dillingham Pour strip at A-13 Pre-Mixed 4033000 Time In Mixer (Minutes): 80 Slump, Inches: 5 Truck Number: 379 Ticket Number: 256837 Samples Fabricated By: RJL Samples Tested By: NH ' ' ; ' - Laboratory Number: 7521 7522 7523 Mark: Date Made: 07-14-98 -Date Received 07-16-98 pate Tested 07-21-98 08-11-98 08-11-98 Diameter, Inches . 9.00 Ar$a, Square Inches 28.27 Maximum Load, Pounds 116,250 140,250 138,000 Compressive Strength, psi 4,110 4;960 ·-4,,880 - Age Tested,_ Days 7 Z8 28 Requireq 28 Day Strength, psi 4,000 ' Pertnit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in-accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution; (1) Callaway Golf (1) Smith Consulting Architects (1 ~ Nielsen Dillingham (1) City of Carlsbad · (1) Pre-Mixed 07-14 B/18/98 Reviewed By: George Gavit, RCE #56564 .·~ SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600621, SAN DIEGO, CA 92160 (619) 280:.4321 Conctete. Compressive Strength Test R<Jport Fife Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure; Material Supplier: · Mix Designation: Admixture($): 9812171 Callaway Golf Ball F~cility 2,i8]:) R~tfJerforq Bq_~). Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham -·Panef #N~(j Pre-Mixed 4033000 Time In Mixer (Minutes): -Truck Number: : Samples Fabricated By: 35 384 RJL Slump, Inches: 4-1/2 Ticket Number: 247~98 Samples Tested By: NH --Laboratory Number: 5424 -5425 5426 Mark: -- Date Mac/e: : 05.:12-98 -~ ~ ---... Date Receivf:Jd.-06-15-98 Date_ Te$.ted .. : 06-18-98 06..:19-98 01-10"~-8 t .. Diameter, lnche~ -· e.oo -Area, Square Inches 28.27 Maximum Load, Pounds 84,750 . 90,250 119,250 Compressive Strength,. psi 3,000 3.,1~0 4,220 Age Tested, Days 6 7 28 Required 28 Day Strength, psi 3,000 -. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5427 ---·-~ : . .. -· . -· 07-10-98 . . 117,750 4,170 28 0 0 % Specimen sampling, transportation and compressive strength testing wer~ performed by this agency in accordance with the applicable ASTM standards. This. agency makes ·no other warranties express or implied. -Distribution: · .( 1 ) Callaway Golf (1) Smith Consulting A_rchitects (.1) Nielsen Dillingham _ · _( 1 ). City of Carlsbad (1) Pre-Mix~d 06-12d 7113198 Reviewed By: Geo SOUTHERN CALIFORNlA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. BOX 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: , Project Title: . Project Location:- , Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad · Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham Location In, Structure: Panel #N-1A Pre-Mixed 4033000 Material Supplier: Mix Designation: Admixture(s): . Time In MixE;r (Minutes): 73 Truck Number: 405 Samples Fabricated By: ·RJL · Slump, Inches: 4 Ticket Number: 247923 $9mp/es tested By: NH Laboratory Number: 5420 5421 5422 ; ' Mark: Date Made: 06-.f2-98 Date Received 06-15-98 · Date Tested-06-19-98 07-10-98 · 07-1.0-98 Diameter, lnche~ 6.00 Area, Square Inches ,28.27 Maximum Load, Pounds 94,000 · 129,250 127,750 Compressive Strength, psi . 3,330 4,.571 4,520 Age Tested, Days 7 28 28 Required 28 bay Strength, psi 3,000 .. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5423 Discard 0 0 % Specimen sampling, transportation and compressive strength testingwerepetformed bythis agency in ai;cordance with the applicable ASTM standards. This.af!ency makes no other warranties express or implied. Oistribution: ,,... (1) Callaway Golf .(1) Smith Consulting An;hitects (1) Nielsen_ Dillingham ( 1) City ·of Carlsbad (1) Pre-Mixed 06-12c .7113198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: . Project Title; Project Location: Architect: · Engineer: Contractor: . Location In Structure: Material $upplier: Mix Designation: . Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Roc1d, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham Panel #E-7 Pre-Mixed 3033000 -Time In Mixer (Minutes): Truck Number: Samples Fabricated By: 88 ·435 RJL Slump, Inches: 3-1/2 Ticket Numb$t: 247804 Samples Tested By: NH Laboratory Number: 5416 5417 5418 Mark: DateMc;1de: 06-12-98 Date Received 06-15-98 Oate Tested 06-19-98 01-10.:ga 07:.10-98 Diameter, Inches 6.00 Area; $quare Inches 28.27 Maximum Load, Pounds 75,500. 107,500 105,750 Compressive Strength, psi 2,670 3,800 3,740 Ag$ Tested, Days 7 2f;3 28 R.EJquired 28 Day Strength, psi 3,000 '. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5419 Discard 0 0 % Specimen sampling, transportation and compressive strength testing-.were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf ( 1) Smith Consulting Architects (1) Nielsen Dillfngham :(1) City of Carlsbad (1) Pre-Mixed 06-12b 7I13/QB Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC . . 6280 RIVERDALE STREET~ P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: · Project Title: Project Location: Architect: Engineer: Contractor: · f,_ocation In Structure: Material Supplier: Mix Oesignation: Acfmixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillin~ham Pariel#l7 Pre-Mixed 3033000 Time In Mixer (Minutes): 41 Truck Number: 428 . Samples Fabricated By: RJL Slump, lnches: 4-1/2 Ticket Number: 217769 Samples Testf)d By: NH Laboratory Number: ·5412 5413' 5414 . Mark: Date Made: 0q.:1'2-98 Date Received 06-15-98 Date Tested 06-19-98 07-10-98 07-10-98 Diameter, Inches 6.00 Atea, Square Inches 28.27 Maximum Load, Pounds 68,750 100,250. 1.02,750 Compressive Strength, psi 2,430 ,3,550, 3,630 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 ,, Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5415 Discard 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM ·standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) S!llith Conswlting Architec;ts (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 06-12a 7/13198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND ·TESTING, INC .. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO; CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report · . File Number: · Project Title: · Project Location: Architect: Engineer: Contractor: · Location In Structure: : Material Supplier: Mix Designation: . -Admixture(s): 9812171 Cc;1llaway Golf f:jall Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsem Dillingham . . . Perimeter GB at 15-E Pre-Mixed 3033527 Time In MixtJr (Minutes): Truck Number: Samples Fabricated By: 99 403 RJL Slump, Inches: 3-1l2 TicketNumber: 247600 Samples Tested By: Ni-I . . . Laboratory Number: 5406 5407 5408 Mark: -. · Date Made: 06-11-~8 · Pate Received 06-15-98 Date Tested 06-18-98 07-09-98 07-09-98 Diameter, Inches 6.00 A~ea, Square Inches 28.27 Maximum Load, Pounds 65,_500 105,500 106,750 Compressive Strength, psi 2,320 3,730 3,780 Ar;;e Tested, Days 7 28 · 28 Required 28 Day Strengtb1 psi · 3,00() ; . Permit No: 98-400 Plan File No; CC Temp: Air Temp: Air Content: .. ' .' 0 0 % · Specimen sampling, transportation and compressive strength testing were perf6rined by this agency in accordance with the applicable ASTM standards. This·.agency makes no other warranties express orimplied, Oistribation: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mix~d . 06-11 7/10i98 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: · Architect: Engineer: Contractor: 98.12171 ·callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad . Smith Consulting Architects P~me Structural Engineers Nielsen Oillingham L9cation lri Structure: Panel #1-9 Pre-Mixed 3033000 Material Supplier: Mix Designation: ·: Admixture(s): Time In MixerfMinutes}{ truck Number: Samples Fabricated By: 40 403 RJL Slump, Inches: 3-1/2 Ticket Number: 246798 Samples Tested By: NH Laboratory NLf mber: 5227 5228 5229. Mark: 2 .. Date Made: 06-09,-98 Date Rec~ived 06-10-98 Date tested 06-16-98 07-07:98 . 07-07-98 Diameter, Inches 6.00 Atea, Square Inches 28.27 Maximum Load, Pounds ' 71,250 87,250 89,500 C9mpressive Strength, psi 2,520 3,090 · 3,170 . Age Teste.d, Days 7 28 28 Required 28 Day Strength, psi 3,000 ,. Permit No: 98-400 Plan File No: CC Temp: Air temp: Air Content: 5230 Discard .. 0 0 % Specimen sampling, transportation and compressive strength testing were performed bythi$ agency in accordance with the applicable ASTM standards. This agency makes no other: warranties express or implied. Distribution: .(1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) ·City of Carlsbad (1 ). Pre-Mixed 06-09b 718/98 Reviewed By: SOUTHERN CALlFORNIA SOIL AND TESTING, INC. · 6280 RIVERDALE STREJ;:T, P. 0. Box 600627, SAN DIEGO, CA, 92160 (619) 280-4321 Concrete Compressive Strength Test.Report File Number: Project Title: . Proj(#ct Location: · Architect: Engineer: Contractor: 9812171 Cc;illaway Golf Ball Facility · 2t80 Rutherford Roc1d, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham Location In Structure:. Materi?f Supplier: Panel#M~6 Pre-Mixed 3033000 Mix Designation: . Admixture(s): Time In Mixer (Minutes)~ Truck Number: Samples Fabricated £;3y: 47 428 RJL Slump, Inches: 3~1/2 Ticket Number: 246762 Samples Tested By: NH Laboratory Number: 5223 5224 5225 Mark: 1 Date Made: os-09:.98 {)ate Received 06-10-98 Pate Tested 06"-16-98 . 07-07-98 07-07-98 · · Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 69,000 102,250 105,000 Compressive· Strength, psi 2,440 3,620 3,710 Age Tested, Pays 7 28 28 Require,d 28 Day Strength, psi 3,000 Permit f\lo: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5226 Discard 0 0 % Specimen. sampling; transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other waiTanties express or 'implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 06-09a 718/98 Reviewed By: · SOUTHERN CALIFORNIA SOIL .AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 / Concrete Compressive Strength Test Report File Number: Project Title: Proje(?t Location: Architect: . Engineer: Contractor: 9812171 Callaway Golf Ball Facility \:?J8~Q]fiJ1ffeffq(cfR~ Carlsbad Smith Consulting Architects Prime Struc~ural Engineers Nielsen Dillingham Location In Structure: Materifl/ Supplier: . i:... :P-erimeter ... feeting"a·lctn§"gfia•line"-1,;lretweem"B7'8'"lo F Pre-Mixed Mix Designation: . Admfxture(s): 3033527 Time In Mixer (Minutes): Truck Number: · Samples F_abricated By: Laboratory Number: Mark: Date.,Madei · Dat~ .Rec~fve.cf .: -· · Date tested-,; •'· ., ~' ,. Diameter; .Inches· _,': . Area, Square Inches . Maximum Load, Pounds · Compressive Strength, psi Age T~sted, Days " 77 431 SAD - . Required 28 Day Strength, psi Slump, Inches: 4 Ticket Number: 248306 Sample$ Tested By: · NH 5428 5429 5430 06-13-98 I,.• . . ,. ,, 06-15--98 .. .. .,, ... 06-20-98 07-11-98 .. . -- 6.00~ ~ 28.2, ~-¥_ 81,000 . ' 67t;'250 ~ -2'817-Q . ,, 2,980 -,. ., }_\ ~~~ 28 . ;3, .. QQQ.'l:..._ / -..._ --- Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5431 ., -.,, -.. ,,.,,. - 0 0 % -~-~ Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied . . Distribution: (1) Ca_llaway Gdlf (1) Smith Cor-isulting Architects (1) Ni~lsen Dillingham (1.l City, gf G~r-lsbad (1) Pre-Mixed 06-13 7123/98 Reviewed By: ·. W..///~ r George ~a~it,_ RCE #56564 --·· SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility \: 2_t8Jf8:lJttfetfof~-RE~, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham L9cation in Structure: ~~P.~neJ .#W9J. . Materic!I S,upplier: Mix Designation: Admixfure(s): Pre-Mixed 3033000 WRDA64 Time ln Mixer (Minutes); Truck Number: · Slump, -Inches: 5 Ticket Number: 'Samples Fabricated By: RJL Samples Te$ted By: NH . . Laboratory.Number: 4885 4886 .' 4887 Mark: 3 -. Date Made: 06-02c.98 Date RF:!ceived 06-,04-98 • 0-ate Tested 06-09-98 06-30-98 06-30-98 Di9meter, Inches 6.00 Area, Square !fiches 28.27 Maximum Load, Pounds 55,000 84,500 '82,500 Compressive Strength, psi 1,950 2,990 2,920 Age Tested, Days 7 28 28 Required 28 Day Strength, psi -~;:9® Permit No: Plan File No: CC Temp: Air Temp: Air Content: 4888 07--28-98 91,750 -~ 56 0 0 % Specimen sampling, transportation and cbmpressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This-agency makes, no other-warranties express Qr implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 06-02c 7129198 Reviewed By: George Gavit, RCE #5!;>564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 60062],.SANDIEGO, CA 92160 (619) 280-4321 Concr~te Compressive Strength Test Report File NLJinber: 981.2171 Project Title: Callaway Golf Ball Facility Project Location: Architect: rz.:~--~0~~9ttre:rf(jrd·~~~~Ca}"~d Smith Consulting Architects PermitNo: 98-400 · Engineer: Contractor: Prime Structural Engineers Nielsen Dillingham Location In Structure: · Material Supplier: .Mix Designation: '-EasNoadingsdock-site,.wall Pre-Mixed 4033000 . Admix.ture(s): Time _In Mixer (Minutes): 99 Truck Number:· 440 $amp/es Fabricatecf By: RJL La/;Joratpry Number: 6622 Mark: . - Date Made: 06-;30-98 : Date Received 07-02-'98 Date Te$tetl 07-07-98 Diflmeter, Inches 6.00 Area, Square Inches ~8.27 MfJximutn Load, Pounds 98,000 Compressive Stren[Jfh, psi 3,470 Age Te$(ed, D9ys 7 Required 28 Day Strength, psi ~-----~ -,3,.00Q ·- Slump, Inches: 4-1/2 Ticket Number: 253299 Samples Tf}sted By: NH 6623 6624 07-28:-98 07-28-98 · 134,250 131;750 4,750 ---" ·,11360,l -1-~ 2$ 28 - Plan File No: CC Temp: AirTemp: Air Content: 0 0 % 06-30-98 Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or impiied. Distribution: · (1) Callaway Golf (1) Smith Consulting Architects '(1) Nielsen Dillingham (1) City of Carlsbad (1) Pre~Mixed 06-30 7129/98 Reviewed By: Ge!~rge Gavit, RCE #50564 SOUTHERN CALIFORNIA SOIL &TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160-0627 619-280-4321, FAX 619-280-4717 July 9, 1998 Callaway Golf 2285 Rutherford Road Carlsbad, CA 92008 Attention: Mr. Andrew Gracey Reference: t"°Callaway_GolfJ3all Facilicy, Carlsbad, CA; Building Permit #98-400 SCS&T 9812171 Report No. 1 Subject: Testing of ASTM A325 High Strength Bolts and ASTM A563 Nuts Ladies/Gentlemen: In accordance with your request, Southern California Soil & Testing, Inc. has performed conformance testing of bolt assemblies in accordance with ASTM F606-90. The bolt assemblies were sampled July 1, 1998 from the referenced project site, including bolts and nuts. In accordance with ASTM F606, Section 3.3, products which are too short for tension testing (less than 3-diameters in length) may be accepted based on hardness testing only. The tested samples were found to comply with the requirements of ASTM A325 and A563. The results of the hardness an~ .tersi~e_t_~sti~g are provided in the attached Table A. ' " ~ ' . We appreciate the opportunity to provide our Materials Testing services. Respectfully Submitted, s~z;~mc. Michael B. Wheeler, R.C.E. #45358 · MBW·:db cc: (1) Callaway Golf (1) Nielsen Dillingham (I) Smith Consulting Architect .. . . (1) City_ of (;ar1sbad . .. -· · ,, , . , · _.: , .... ,.·, ,. -, ' --:. . -.. . . '•' • '. I...' ••• '··,:~~ •• r .~. ,.-·~ .. r.::·•tl~l: , . ~ ) .... .... . , , •. I . : . ~· . > .. -;,: : • ' '. c' • ~-: .. _·\~ .i,~;· ·-.,,: ·1:_,~l, ,_ · .. · . . -....... .. : . ;· ,· . .. " .. ''' ,,. Is.. ••• ·-'" .. ' 1· • " ' -· 1, SCS&T 9812171 July 9, i998' TA6LEA: CALLAWAY GOLF BALL FACILITY TENSILE TEST RESULTS Lot 07-1525 . Sample Description, Rockwell G Hardness. 7/8-9 UNC x 2 BoJt (#1) C3i."0 718-9 UNC x 2 Bolt (#2) . .CJQ.O Lot 07-1525 ' --- Sample Description, _ -.. Rockwell C Hl:!,rdness 7/~,; _ Nut (#1) C27.0 _ 7 /8" Nut (#2) -_ C26.0 Page2 ASTM A325 Specification C25-C34 C.25-C34 ASTM A563 Specification C24-C38 C24-C38 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 River(Jale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 .FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: 'ARCHITECT:· GEN, CONTRACI'OR: D. Hicks 60248 4/29/98 4/30/98 ~- Callaway Golf Ball Facility \_~1_80 Rutherford Road., Carlsbad Smith Consulting Architects Nielsen Dillingham REINFORCED CONCRETE Concrete: transit Mix, 3000 and 4000 psi SCS&T FILE NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: --. Reinforcing Steel: 60 Grade· .. _ 9812171 98-400 I.R.NO: PLAN FILE NO: Prime Structural Engineers 1 (Pg 1 of 1) Inspected the relhforcing steel and observed the concrete placement in grade beams G-5 on Lines 5 and 9, GB on Line 11.5, and G6 on Line.s 7 an-d 10. Concrete placed in Beams G5 and GB was 4000 psi mix; concrete in G6 Beams was 3000 psi. Reinforcing steel and hold down bars were as per plan. Concrete was placed in lifts directly from the chutes and consolidated in place by means of a vibrator. Placement · -proceeded without incident, workmanship was generally good.. One set of four compression cylinders was . made from the 4000 psi mix, and one set from the 3000 psi mix.· Slump of the 4000 was 2 112·, 3000 was 4 112·. .. '. ,_.,''!' Inspected ttie reinforcing steel and -observed the placement of approximately 180 cubic yards of concrete in .tirade beams G3 on ·Line C.8, (2) G4 on Line 02, and G1 and G2 on Line 3. Reinforcing steel was per plan. .. ·Concrete was placed directly froin the. chutes, in lifts, and was consolidated by means of a vibrator. Several :r .·~ ·. 5/1/98 DISTRIBUTION: .. · · ·intervalS, of approximately 45 minutes duration, occurred between delivery of cpncrete, but no cold jointing was observed, Otherwise, placement proceeded without incident, workmanship was good. Two sets of four compression cylinders were made. Slump of concr!:lt!:l was consistent at 3" throughout the placement. Also, inspected the reinforcing steel mats -in the spread footings and footing dimensions on Line G, 4.5 to 11.5 .. Dimensions of footings were per plan; ne> steel hc!s yet been installed in the footing at G x 6; the F4 · footing at G x 7 .5 has nine #5 bars each way (F5 schedule) instead of the designed seven #5 bars, Inspected the reinforcing steel for grade beams G7 on Line 13.6; G12 on Line X and LPA grade beam on Line A, from Line 3 to 14. Reinforbing steel was as per plan, Inspected the placement of concrete in said grade beams. Concrete was placed in lifts and consolidated by vibrator. Placement proceeded without . interruption; intervals of delivery ·were more uniform today. Workmanship was good. Made two sets of four compression cylinders. Slump of concrete in-grade ·beams G7 and G12 was consistent at 2 112·, concrete in · the Line A grade beam consistent at 4". --' -.. (2) Callaway Golf. ··· · · . . ' . . ,. .. . . (1) Smith Consulting' Architects : · .... . : , . ,.. , ~ ... '. '' .-··' (i ) Nielsen 'Dilling'_ham - (1) City of Carlsbad : ~~~4u£L Michael 8. Wheeler, R.C.E. #45358 SOUTHERN CALIF-ORNIA SOIL & TESTING, INC. 6280 Riverdale Str:eet, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATiON: ARCHITECT: ·GEN. CONTRACTOR: 5/4/98 D. Hicks 60248 5/!:i/98 R. L1:1mbert SD #958 5/6/98 G. Wolfram ;S.D: #259 . ICBO #79854 . 5/5/98 G. Pitonyak S.D. #255 Level II ·DISTRIBUTION: (2) Callaway Gqlf Callaway Golf Ball Facilitv \' 2 fi:f07'Rutnerfcfrd-Roacj'j Carlsbad _, -~~-------... "----------' . Smith Consulting Architects Nielsen Dillingham Arrived on site at 12:00. SCS&T FILE: NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: 9812171 98-400 I.R. NO: PLAN FILE NO: Prime Str.uctural Engineers 2 (Pg 1 of 1) c;oncrete placement Was schedule but was canceled by Nielsen Dillingham Builders. No inspections were conducted. · · REINFORCED CONCRETE Time Arrived: 1200 Time Departed: 1430 Concrete: Pre Mix, Design #3033577, 3000 psi Performed special inspection during concrete placement on perimeter footing GB10 alorig Line B between 4 x 14. Reinforcing steel and footings have been inspected and approved. The concrete was tailgated and consolidated by mechanical vibrator. Fabricated one set of three test cylinders. Slump = 3" To the best of my knowledge, the work inspectecj on this day is in compliance with the approved plans and specifications. REINFORCED CONCRETE ·· Time Ardved: 1200 Time Departed: 1730 Concrete: Pre Mix, Design #4033000,:F'c = 4000 psi and #3033527, F'c = 3000 psi Reinforcing Steel: ASTM A615, Grade· 60 · Inspected the reinforcing ste~I at the tallowing locations: . 1. Grade Beam G-9 Line 3.8, G.4 to H 2. Grade Beam G-13 line H, 2 fo 4.2 3. Footing at 10 Line A to B. The reinforcing steel was acceptable, per plans. Provided continuous inspection during the placement of 4000 psi concrete for grade beam G-9 and 3000 psi concrete for grade beam G-13 and'footings inspected. One set of four concrete test cylinders and a slump test were taken from each design. Set A, from grade beam G-9, slump = 3 112· Set B, from grade beam G-13, slump = 3 3/4" The work inspected, to the best of my knc;>wledge, conforms to the approved plans, specifications and the UBC. ULTRASONIC TESTING Ultrasonically tested 100% (.where accessible) of the complete penetration welds contained in embed pla'tes. See. the attached report for details. ( 1 ) Smith Consulting Architects (1) Nielsen Dillingham ( 1 ) City .of Carlsbad Michael B. Wheeler, R.C.E. #45358 . .,. .. REPORT OF ULTR,!\..SONIC TESTING Page..!_ o[I~ SC.S&T JOB NUMBER· "1, 1112b . , .. - PR0JECT:.01LL.DW,4Y ~t)/..F BALL. 'H4-t:!!Ll7Y METI-IOD: Dt/2.Et;,,T CD/I/T7t-e.T ADDRESS: FABRICATOR: C.,1;B SlcEL . CONTRACTOR: EQUIPMENT: JI...R4llT!-U.AMD2,, BJ2A-Ns.o,J us~-7 TRANSDUCERS: ,to25 ,, x .7.£ZJ'· INSPECTION STANDARD: A.W.s Di.I 1 97 · CAUBRATION: TIW,f, ore.. B.L.DC.k.S ACCEPT AN<;:E ST AND.ARD:· -nraLE c,,2 SHEAR WAVE-ANGLE: 70' PERCENTAGE TESTED: td~L.()?JPLETE .:;ll>tNT'P.t.7vET1MTlDl'lwEli. lr MA TERI.AL: MTM !A-?16 STEEI.. Technician I Date Hours ll;; .'l)/To,vY.,,q. I<. 5-5:-9£3 6,0 n1=sr"R It-' 1 I( >N· llln!A6't5Nl~LL7' i7Z5.7c'f.J /OJ¼{Wlf~ACCE:S- S l°P-71.EJ LJP7lf/F C.15lYJ/Jil:.7r PENETMTlnAI Ji/£l..tJS eo,;rn:wN£ZJ IN_ ·. Elflf:13£1::, PL.If-TFS. 711£ FOLLOW wa --D1BEJJ '.PLA 7B" RP..E 7lf£ 7l5Tm... AMtJVNTWELIJED 7t+Ll)F.lt-R ~ - LOCAUON TYPE OF WELDS ACC. REJ COMMENTS £/YI l!JEJJ PUfT£ F 2. (p D (MF~) I Cl)J)t l'LE7E 'P8/ l::7R M ta/ i {) .. : If ,, 'fl' ~4> E., (2CF2.) 2 " It z D StWo l5F PuffE illlAc.c..1:.~I~.-., Ir, t( #. 2..&E. {ll)F/J, f " ,t I 0 7)/J/;; 7b 'l!.c-l3A-te. W l::LlJ I fl/ a-· 581-lF EA-c.H L=.7113cl) Ill A-ca:?.rl8i. t, .. _A2(,A {2&F"2J' 2 Ir ~ 2 D VUE" 7l:> 1!-E-vA-1?.. u/FI f"I /N6. ,!;'L)o/.. u-EJ1dl i=r-173.Et:J /;{/~ i( t• 1'I" 2tpC ['°?>z;F4) 3 ~ " 3 0 !BL£ vlJ£ Tb 721;--73.4/!... 1/<1£l..ij i,(/C. . , ~ ,, PERCENTAGE REJECTABLE: ~ t'p-CJJ. NUMBER OF RETESTS: _____ o ______ · REVIEWED BY:~~~~~~~~/C.--- SOUTHERN CALIFORNIA SOIL'& TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIEtll INSPECTION REPORT PROJECT TITLE: l'ROJECT LOCATION: -ARCHITECT: GEN. CONTJµCTOR: Ft Lambert SD #658 5/18/98 5/19/98 5/20/98 R. Lambert SD#658 DISTRIBUTION: (2) · Callaway Golf Callaway Golf Ball Facility L.iJ_BJ)..Butherford RoacV, Carlsbad -----~-----·-----....t Smith Consulting Architects Nielsen Dillingham REINFORCED CONCRETE Concrete.: Design #3033577, 3000 psi Reinforcing Steel: ASTM A6'15 and A706 SCS&T FILE NO: PERMIT NO: 9812171 98-400 I.R.NO: PLAN-FILE NO: ENGINE.ER: Prime Structural Engineers SUBCONTRACTOR: PCS Time Arrived: 1330 Time Departed: 1900 3 (Pg 1 of 2) Performed continuous special inspection during the concrete placement on the grade beam along Line F and Line 2 between F and H. Inspected the reinforcing steel, per plans, prior to concrete placement. The concrete was tailgated and consolidated by mechanical vibrator. Fabricated one set of three test cylinders. Slump 4", To the best of my ~nowledge, the work inspectec;I is. in compliance with the approved plans and .specifications. Time Arrived: 1030 Performed pre-concrete placement special inspection on tilt-up wall panels E1, E2, E3, E4, E5, E6, 13, 14, · 11 A, 11!3, N9A, N 1 OA, N 11A, N 12Aand N 13A. 'Inspected the reinforcing steel and embedded items per plans. Panels E1 through E6, 13 and 14 are complete and acceptable for co'ncrete placement. Remaining panels, the ledgers and embedded weld plates need to be completed prior to concrete placement. To the best of my knowledge, unless noted otherwise, the work inspected is in compliance with the approved plans and specifications. REINFORCED CONCRETE Concrete: Pre Mixed, Design #3033000, 3000 psi Time Arrived: 0500 Time Oeparted: 13d0 Performed special inspection during the concrete placement on tilt-up wall panels E1, E2, E3, E4, E5, E6, 13, 14, 11A, 118, N9A, N10A, N11A, N1.2A and N13A. lt$ms marked for completion on special inspection reported datec;I 5/19/98, have been cbmpleted and inspected prior to the concrete placement. The concrete was pumped a,nd consolidated by mechanical vibrator. Fabricated three sets of four cylinders for compression testing. Slump test results: 5", '5", and 4 1/4". To the best of my knowledge, the work inspected on this day is 'in compliance with the approved plans and specifications .. ( 1 ) Smhh Consulting Architects (1) Nielsen Dillinghqm (1) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Djego, CA 92160,.(619) 280-4321 FIELD INSP.E;CTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: R. Lambert SD #658 5/21/98 5/22/98 ,DISTRIBUT!ON: (2) Callaway Golf Callaway Golf Ball Facility SCS&T F~E NO: ·PERMIT NO: 9812171 98-400 I.R. NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects NieJsen Dillingham ENGINEER: Prime Structural Engineers SUBCONTRACTOR: PCS REINFORCED CONCRETE Concrete: Pre Mixed, Design #3033000, 3000 psi , Reinforcing Steel: ASTM A615 and A706 Tirhe Arrived: lOOO Time Departed: · 1600 3 (Pg 2 of 2) -Performed pre-concrete placement special inspection on tilt-up wall panels N6, N7. NS, NS, N10, N11, N12, N13, N5A, N6A, N7 A, NBA, N4A. Panel N13, the #6 vertical bar in the A on S6 pier were installed per plans. Panel N6, the 3'6" A on S6 pier needs to be completed with correct size ties. Panels N5A through NBA, the ledgers and embedded weld plates· need to be completed prior to concrete placement. · To the best of my knowledge, unless noted otherwise,. the work ·inspected is in compliance with the approved pl,ms and specifications. Time Ardveo: 0530 Performed special inspection during the concrete placement on tilt-up wail panels N6, N7. NB, NS, N10, N11, N12, N13, N5A, N6A, N7 A, NBA . Panels N5A through NS:A have been completed and inspected prior to the concr~te placement. The concrete was pumped and consolidated· by mechanical vibrator. Fabricated three-Sets of four cylinders for compression testing. Slump test results: Set #1 Panel # N-12 Slump 5" Set #2 Panel# N-8 Slump 4 112· Set #3 Panel # N-5A Slump 4 3/4" To the best of my knowledge, the work inspected is in compliance with the approved plans and specifications. · (1 ) Smith Consulting Architects (1) Nielsen Dillingham REVIEWED llY: (1) City of Carlsbad Wk~ Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA·SOIL & TESTING, INC~ 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 _FIELD-INSPEClION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: . GEN. CONTRACTOR: R. Lambert ·so #658. 5/26/98 5/27/98 · 5/27/9!:l DISTRIBUTION: Callaway Golf Ball Facility \: __ ?J. 80 ll~rford Roacfj Carlsbad Smith Consulting Architects Nielsen Dillingham REINFORCED CONCRETE · , Reinforcing Steel: ASTM A615 and A706 ~CS&T FILE NO: , _pERMITNO: ENGINEER: SUBCONTRACTOR: : Goncrete: Premixed, Design #3033000, 3000 psi Time Arrived: 1300 T.ime Departed: 15l5 9812171 98-400 LR.NO: PLAN FILE NO: Prime Structural Engineers PCS 4 (Pg 1 of 2) Performed a periodic spec;ial inspection on the reinforcing steel in tilt-up wall panels, 12, 16, 15, N3A, N9A, N9A, N5, N4, N3 and N2. Inspection will continue on 5/27/98 Performed pre-concrete placement inspection on tilt-up wall panels N2, N3, N4, N5, N3A, N4A, W9A, 15, and 16. Inspected all reinforcing steel and embedded items. 1. Panel N5: Install six .#6 hold down bars per plan. 2. Panel W9A: Complete the installation of ledEJer and weld plates. T9 the best of my knowledge, the work inspected 011 this day is in compliance with the approved plans and specifications. Time Arrived: 0500 Time Departed: 1200 Performed special inspection during concret~ placement on th~ slab-on-grade, between Lines J.8 and F and_ 8.5 and 13.6. ·Inspl:!cted the slab steel and the pour strip dowels. Fabricated two· sets of three test cylinders. Slump = 4 1/2# and 4 112w. To the best of my knowledge, the work inspected 011 this day is in compliance with the approved plans anc;I specifications. · (21 Callaway Golf (1) Smith Consulting krchitects . (1) Nielsen .Dillingham . (l) City of Carlsbad Michael B. Wheeler, R.C.E. #45358 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 :RIVERDALE STREET, P. o. Bbx 600627, SAN DIEGO, CA 92160 (619)280-4321 Concrete Compressive Strength Test Report File Number: . Project Title.· Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): 981217'.1 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dijlingham Haunch in panel #WI Pre-Mixed 4033000 WRDA64 Time In Mixet (Minutes): Truck Number: Samples Fabrict;1ted By: 52 404 RJL Slump, Inches: 5 Ticket Number: 244.84 7 Samples Tested By: NH - Laboratory Number: 4877 4878 4879 Mark: 1 Date Made:· 06-02-98 Date Receivetf 06-04-98 · Date Tested 06-09-98 06-30-98. 06-30~98 Diameter, Inches 6.00 Area, Square Inches 28.i? Maximum Load, Pounds .109,000 138,250 136,500 Compressive Strength, psi 3,860 4,890 4,830 Age Tested, Days 7 28 28 Rf;quired 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No: cc Temp: Air Temp: Air Content: 4880 Discard 0 a % Specimen sampling, transportationand compressive strength testing were peTformed by this agency in accordance with the applicable ASTM standards: This agency makes no other warranties express or implied. Distribution: ,( 1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 06-02a 7/1/98 Reviewed By: George Gavi( RG(i: #56564 SOUTHERN CALIF-ORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD .INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN. CONTRACTOR: R. Lambert · SD #658 · .5/28/98 5/29/98 DIS')JUBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&T'FILE NO: PERMIT NO: !3812171 98,400 I.R.NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGIN~ER: Prime Structural Engineers SUBCONTRA<::TOR: PCS REINFORCED CONCRETE Reinforcing Steel: ASTM A615 and A706 Concrete: Premixed, Design #3033000, 3000 psi 4 (Pg 2 of 2) Time Arrived: 0530 Time Departed: 1330 1Pertormed continuous special inspection during the placement of approximately 351 cubic yards of concrete in the tilt-up wall panels N2, N3, N4, N5, N3A, N4A, WSA, 15, and 16. The items noted for correction on report dated 5/27 /98, have been completed and inspected pri'or to concrete placement. Fabricated three sets of four test cylinders. · Set #1 Set #2 Set #3 Panel 15 Panel W9A Panel N3 Slump 4 1w Slump 4 1-12· Slump 5112· To the -best of my knowledge, the work inspt;,cted on this day is in compliance with the approved plans and speclfications. · Time Arrived: 1330 Time Departed: 1600 Performed a .periodic special inspectiQn on the reinforcing steel placement on the tilt-up wall panels 11, 12, W4, W5, W6, W7, W8, W9, S1, S3, S4 and S5. Work is progressing per plan. Inspection will continue on '6/2/9'8. . (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad Michael 8. Wheeler, R.C.E. #45358 SourHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. BOX600o27, 'SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Str:uctur~I Engineers Contractor: Nielsen ·oillingham Location In Structure: Panel #W5 Material Supplier: Mix· Designation: Admixture(s): _Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Pre-Mixed 3033000 WRDA64 85 211 RJL Slump, /fiches: 5 Ticket Number.: 224887 Samples Tested By: NH Laboratory Number: 4881 4882 4883 Mark: 2 Date Made: 06-02-98 Date R£?ceivf;d 06-04-98 Date Test~d 06-09-98 06-30-98 06-30-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 67,000 93,500 95,250 Compressive Strength, psi 2,370 .3,310 3,370 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: •- 4884 Discard 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callawpy Golf (1) Smith Consulting Architects (1) Nielsen Dillingham '(1) City of Carlsbad (1) Pre-Mixed 06-02b 711/98 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: 981"2171 Project Title: Callaway Golf Ball Facility Project Location: Amhitect: 2180 Rutherford Road, Carlsbad . Smith Consulting Architects Engineer:. Contractor: Prime Structural Engineers Nielsen Dillingham Location In Strvcture: Material Supplier: Mix Designation: Admixture(s): Tirhe In Mixer (Minutes): Truck Number: Samples Fabricated By: Lal)oratory Number: .Mark: 3 Date Made: Date Received .. Date Tested Diameter, Inches Area, Square Inches Maxitnum Load, Pounds Compressive Strength, psi Age Tested, Days Panel#W9 Pre"'Mixed 3033000 WRDA64 RJL 4885 06-02-98 06-04-98 06-09-98 6.00 28.27 55,000 1,950 7 Required 28 Day Strength, psi 3,000 Slump, Inches: 5 Tick$t Number; Samples Tested By: NH 4886 4887 .. 05:.30-98 06-30-98 84,500 82,500 2,990 2,920 28 ZS Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4888 0 0 % Specimen sampling, transportation and compressive strength testing were pelfdrmed by this agency in accordance with the applicable ASTM stahdar:ds. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulfing Architects (1~ Nielsen Dillingham (1) City of Carlsbad (1) Pre.:Mix.ed 06-02c 711/98 Reviewed By: George <3avit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report Fil(;} Number: 9812171 :Project Title: Callaway Golf 8911 Facility Project Location: Architect: 2180 Rutherford Road, Carlsba~ . Smith Consulting Architects Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): Prim Structural Engineers Nielsen Dillingham Panel#S1 Pre-Mixed 3033000 WRDA64 Time lh Mixer (Minutes): 65 · Truck Number: 392 Samples Fabricated By: RJL Laboratory Number: · 4934 .Mark:· 1 ·Date Made: 06-03-98 Date Received 06-05-98 Stump, Inches: ticket Number: Samples Testecf By: · 4935 4936 4,.112 245243 NH Date Tested . 06 ... 10-98 07 .. 01-~8 . 07-01-~8 Diameter, Inches 6.00 . Area, Square Inches 28.27 Mr;1x.imum Load, Pounds 65,250 118,750 116,500 Compressive Stren[Jth, psi 2,310 4,200 , 4,120 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 . Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4937 Discard - 0 0 % Specimen s~mpling, transportation and compressive strength testing were performed by.this agenqy in accordance with the applicable ASTM standards .. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1). Smith Consulting Architects (1) Nielsen Dillingham (1) City of Cc;1rlsbad (1) Pre-Mixed 06-93a 712198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOit AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box-600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: engineer: Contractor: Locationln Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Fadlity 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham Panel#S5 Pre-Mixed 4033000 WRDA64 Time In Mixer (MintJtes): 74 Truck Number: 444 Samples Fabricated By: RJL Slump, Inches: 4 Ticket Number: 245347 Samples Tested By: NH Laboratory Number: ·4938 4939 4940 Matk: 2 Date Made: 06-03-98 Date· Received 06-05-98 Date Tested 06-10-98 07-:-01-98 07-01-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load,. Pounds 101,750 123,250 120,750 Compressive Strength, ps.i 3,600 4,360 4,270 Age Tested, Days 7 28 28 RequirecJ.,28 Day Strength, psi 4,000 '' Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4941 Di!?card 0 0 % Specimen sampling, transportatien apd compressive strength testing were performed.by this agency in accordance with the applicable ASTM standarcjs. This agency makes no other.warranties exptess·or1mpfied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects {1 y Nielsen Dillingham (1) City of Carlsbad ·( 1) Pre-Mixed 06-03b 7/2198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFO,RNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627,, SANDIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Locf)tion· Architect: Engineer: Contractor: Location In Structure: Materifll Supplier: Mix Designation: Admixture(s): 9812171 Callc;1way Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects '. Prime Structural Engineers Nielsen Dillingham Time In Mixer (Minutes): truck Number: Samples Fabricated $y: Panel#S7 Pre-Mixed 4033000 WRDA64 40 391 RJL Slump, Inch.es: 4 Ticket Number: 245423 Samples Tested By: NH Laboratory Number: 4942 ·4943 ,' 4944 Mark: 3 .. . . Date Made: 06-03-98 Date Received 06-05-98 · Date Tested 06-10-98 07-01-98 · 07-01-98 Di~meter, Inches 6.00 Area, Square, Inches 28.27 Maximum Load, Pounds 104,000 127,500 , 125,250 Compressive Strength, p~i 3,680 4,51.0 4,430 Age Tested, bays 7 28 28 Required 28 Day Strength, psi , 4,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4945 Discard 0 0 Specimen sampling, transportation ancf compressive strenfilth testing were performf)d by this agency in accordance with the applicable ASTM standards. This a!ilency makes no other warranties express or iin{J/led. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed oe:03c 712198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 · Concrete Compressive Strength Test Report · File Number: Project Title: Project Location: Architect: Engineer: Contractor: · Location In Structure: Material Supplier: : Mix Designation: Admixture.( s): 9812171 Callaway Golf Ball Fadlity 2180 Rutherford Road, Carlsbad Smith Con~ulting Architects Prime Structural Engineers Nielsen Dillingham Panel#12 Pre-Mixed 4033000 Time In Mixer(Minutes): Truck Number: Samples Fabricated By: 70 382 RJL Slump; Inches: 4-1/2 Ticket Number: 246006 SFJmp!es Tested By: NH Laboratory Nu_mber: 5082 5083 5084 Mark: 1 Date Made: 06-05-98 Date Received 06-09-98 Oat~ Tes(ed 06-12-98 07-03-98 ·01-03.,.98 . Diameter, Inches 6:oo Area, Square Inches 28.27 Maximum Loa.d, Pounds 93,750 133;250 136,750 Compressive Strength, psi 3,320 4,710 4,840 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5085 Discard 0 0 % Specimen sampling, transportation and compressive strength testing were performed by'-this agency in accordance with the applicable ASTM stand?rds. This agency makes no other warranties fiXpress or implied. Distribution: (1) Callaway Golf ( 1) $mith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre .. Mixed 06-0Sb 7/6198 Reviewed By: 'George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, .SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location. In Structure: · Material Supplier: Mlx Designation: · Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime £tructural Engineers Nielsen Dillingham Panel#59 Pre-Mixed 4033000· Time In Mixer (Minutes): 52 Slump,. Inches: 5 Truck Number: 404 Ticket Number: 245970. Samples Fabricated By: RJL Samples Tested By: NH . . Laboratory Number: 5078 5079 . 5080 Mark: 1 Date Made: 06-05-98 Date Rec.eived 06-09-98 .. . . . .. . ·---., Q~te. rested:,, ,-= 06:..12-98 07:..03-98 07-03~98· · . biartlet$i; Inches· 6.00 Area, Square Inches .. 28.27 Maximum Load; Pounds 95,000 134,750 137,000 Compressive Strength, psi . 3,360 4,770 _4,850 Age Tested, Days 7 28 28 · Required 28 Day Strength, p$i 3,000 . . ·. Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 5°081 -~ . ' . .. .. Discard 0 0 % -~-- · Specimen sampling, transportation and compressive strength testing were performed by this.agency in accordance with the applicable ASTM standards. Thi~ -~gency makes no other warranties express or implied. Distribution·: Reviewed By: ('1) C;:illaway Golf (1) Smith ·consulting Architects I • · (1J Nielsen Dillingham : (,1) ·City-of C~1rlsbad ('1) Pre,.Mixed . , , .,--Ge'orge Gavit, RCE #56564 ' .. 06-05a 716198 . .. SOUTHERN ·CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: PrGject Locatiori: Architect: Engineer: Contractor: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers · Nielsen Dillingham Locr;3tion In Structure: Slab-on.:Grade@ G-11 Pre-Mixed Material Supplier: ' Mix Designation: 4033000 Admixtur({;(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By.'. 75 444 RJL Slump, Inches: 4-1/4 Ticket Number: 243187 Samples Tested By: NH Laboratory Number: 4480 4481 4482 Mark: 1 Date Made: ,· 05-27-98 Date Received 05-28-98 Date Tested 06-03-98 06-24-98 · 06-24-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 103,750 136,250 134,250 Compressive Strength, psi 3,670 4,820 4,750 Age Tested, Days 7 28 28 Required 28Day Strength, psi 4,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agencym~kes no other: warranties express or implied. Distribution: (t) Callaway Golf (1 )· Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsb(:ld (1) Pre-Mixed 05-27a 6124/98 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Arc;t:1itect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: · Admixture(s): · 9711220 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham Grade beam J-7 Pre-Mixed 3033527 Time In Mixer(Minutes): ·Truck Number: 61 Slump, Inches: 4 414 Ticket Number: 2411.97 , Samples Fabricated By: RJL Samples Tested By: NH . . Laboratory Number: 4128 4129 4130 Mark: Date Made: 05-18-98 Date Received 05-~0-98 Date Tested· 05-25-98 06-15-98 . 06-15-98 Diameter, Inches 6.00 Arf;Ja, Square Inches 28.27 . Maximum Load, Pounds 69,250 105,000 107,250 Compressive Strength, psi 2,450 3,710 3,790 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 . Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this tigency in accordance with the applicable ASTM standards. This agency makes no other warranties express ot implied. Distribution: (1) Caliaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham ( 1) City of Carlsbad (1) Pre-Mixed 05-18 6115198 Reviewed By: SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO; CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: · Project Title: Project Location: Architect: · Engineer: . 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Contractor: Nielsen Dillingham Location In Structure: N 5A Material Supplier: Mix Designation: Admixture(s): Pre-Mixed 3033000 Time In Mixer (Minutes): Truck Number: Samples Fabricated !3y: 72 402 RJL Slump, Inches: 4-3/4 Ticket Number: 242579 .Samples Tested By: NH Laboratory Number: 4429 4430 4431 Mark: . . . Date Made: 05-22-98 Date Received 05-26-,98 Date Teste<;l 05-29--98 06-19-98 06-19-98 Diameter; Inches 6.00 · Area,. Square Inches 2~.27 Maximum Load, Pounds 74,000 87,000 89,250 Compressive Strength, psi 2,620 3,080 3,160 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3;000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4432 Discard 0 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes.no-other warranties express or implied. Distribution: (1) Callaway Golf. (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of.Carlsbad (1') Pre-Mixed. 05-22c 6119198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAND1EGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report : File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixtute(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Oillingham NS Pre-Mixed 3033000 Time In Mixer (Minutes): Truck Number: Samples Fabricated By: 63 403 RJL Slump, Inches: 4-1/2 Ticket Number: 242507 Samples rested By: NH Laboratory Number: 4425 4426 · ·4427 Mark: Date Made: 05-22.a98 Date Received : 05-26-98 Oate Tested 05-29-98 06-19.:98 06'-19-98 Diameter, Inches 6.00 · Area, Square Inches 28.27 Maximum Load, Pounds 73,750 110,250 112,750 Compressive Strength, psi · 2,610 3,900 3,990 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No:. CC Temp: Air Temp: Air Content: 4428 Discard 0 0 % · Specimen sampling, transportation and compressive.strength testinq were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other wam:mties i;xpress orimplied. Distribution: (1) Callaway Golf (1) ·Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 05-22b 6119198 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280RIVERPALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: · Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: . Admixture.(s): "" 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham N 12 Pre-Mixed 3033000 Time In Mixer (Minutes): · Truck Number: Samples Fabricated By: 65 440 RJL Slump, Inches: 5 Ticket Number: 242403 Samples Tested By: NH Laboratory Number: 4421 4422 4423 Mark: Date M?.de: 05-22-98 Date Received 05-26-98 Date Tes(ed 05-29-98 06-19-98 06--19-98 Diameter, Inches 6.00 Area, Square Inches 28.27 · Maximum Load; Pounds 74,000 108,250 110,250 Compr£;ssive Strength, psi 2,620 3,830 3,900 Age Tested, Days 7 28 28 · Required 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4424 Discard 0 0 % '~pecimen sampling, transportation and compressive strength testingwere performed bythis agency in accordance with the applicable ASTM stand?rds. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (t) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed . 05-22a 6119198 Reviewed By: George Gavlt,RCE#56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Location In Structure: · Material supplier: Mix Designation: Admixtwe(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smi~h Consulting Architects Prim Structural Engineers Nielsen Dillingham Grade beam G-13 at H-2 to 4.2 Pre-Mixed 3033527 Time 1{1 Mixer (Minutes): Truck Number: · Samples Fabricated By:·. 50 378 GAW Slump, Inches: 3-3/4 Titkftt Number: 238061 Samples Testeq By: NH . Laboratory Number: 3536 3537 3538 Mark: B .. Date Made: 05-06-98 Date Received 05-07-98 Date Tested 05-13-98 06-03-98 06-03-98 · Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 74,250 100,750 103,250 Compressive Strength, psi 2,630 3,560 3,650 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3539 Discard 0 0 % . Specimen sampling, transportation and compressive strenQth testing were performed by this agency in accordance with the applicable ASTM standards. This agency.makes no other warranties express or1mplied. Distribution: (1) Gallaway Golf ( 1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 05-06b 6/18/98 Reviewed By: Georg~ Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: 9812171 Project Title: Project Location: . Architect: Engineer: Contractor: Location In Structure: Material Supplier: Mix Designation: Admixture(s): Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prim Structural Engineers Nielsen Dillingham Grade beam G9@ 3.8-G.4 to H Pre-Mixed 4033000 Time In Mixer (Minutes): , Truck Number: . $amp/es Fabricated By: 60 435 GAW Slump, Inches: .3~1/2 Ticket Number: 238025 Samples Tested By: NH Laborc:1tory Number: 3532 3533 3534 Mark: A -- Date Made: 05~06--98 Date Received 05-07-98 Date Tested 05-13-98 06-0~-98 06-03-98 Diameter; Inches 6.00 Area, Square Inches 28.27 Maximum f_.oad, Pounds 97,500 138,500 135,750 Compressive Strength, psi 3,450 4,900 4,800 Age Tested, Days 7 28 28 Required 28 Day Strength, psi 4,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 3535 Di§;card 0 0 % · Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM · · standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith. Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 05-06a 6118/98 Reviewed 1;3y: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Contractor: Nielsen Dillingham Location In Structure: N 12A Material Supplier: Mix Designation: Admixture(s): Pre-Mixed 3033000 Time In Mixer (Minutes): Truck Number: · Samples Fabricated By: 65 211 RJL Slump, Inches: 4~1/4 TicketNqmber: 241759 Samples Tested By: NH Laboratory Number: 4314 4315 4316 Mark: 3 Date Made: 05-20-98 Qate Received 05.-22-98 Date Tested 05-27-98 06.-17-98 06--17-98 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Loac;f, Pounds 68,500 107,750 105,000 Compressive Strength, psi 2,420 3,810 3,710 Age Tested, Days 7 28 28 Requited 28 Day Strength, psi 3,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4317 · Discard 0 0 % Specimen sampling, transportation and compressive strength testing wer1;1 perfonned by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 05-20c 6/18/98 Reviewed By: George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STR.gET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 . Concrete Compressive Strength Test Report ,Fife Number: Project Title: Project Location: Architect: Engineer: Contractor: . Location In Structure: Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineer$ Nielsen DHlingham Panel #E1 Pre-Mixed 3033000 Time In Mixer (Minutes): Truck Number: Samp!es Fabricated By: 37 424 RJL Slump, Inches: 4-1/2 Ticket Number: 241625 Samples Tested By: NH Laboratory Number: 4310 4311 4312 Mark: 2 · Date Ma<;Je: 05-20-98 Date Received 05-22-98 D'at~ Tested 05-27-98 06-10-98 06-17-98 Diameter, Inches ·6.00 Area, Square Inches 28.27 Maximum Load, Pounds 70,250 112,000 . 117,750 Compressive Strength, psi 2,480 3,960 4,170 Age Tested, Oays 7 . 21 28 Required 28 Day Strength, psi ·3,000 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4313 0o-17-98 119,500 4,230 28 0 0 % Specimen sampling, transportation and compressive strength testing were-performed by this agency in accordance with the applicable ASTM standards. This agency makes no other warranties exprffss or implied. · Distribution: ( 1) Callaway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 05-20b 6/18/98 Reviewed By: Geoi'geGavit,RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RiVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: · Contractor: Location In Structure: . Materi~I Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Prime Structural Engineers Nielsen Dillingham Panel #E2· Pre.,.Mixed 3033000 Time In Mixet (Minutes): 65 Slump, Inches: 5 Truck Number: 397 Samp_les Fabricated By: RJL Laboratory Number: Mark: 1 Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days . Required 28 Day Strength, psi 4306 05--20-98 05-22-98 05-27-98 6.00 28.27 69,500 2,460 7 3,000 · Ticket Number: 241580 Samples Tested By: NH - 4307 4308 05-30-98 06-17-98 93,500 · 109,750 3,310 3,880 10 28 Permit No: 98-400 Plan File No: CC Temp: Air Temp: Air Content: 4309 06-17-98 111,250 3,940 28 0 0 % Specimen samP.ling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM . standards. This agency mak(#s no other warranties express or implied. Distribution: (1) Callaway Golf (1) Smith Consulting Architects (1) Nit;;lsen Dillingham (1) City of Carlsbad (1) Pre-Mixed 05-20a 6118198 Reviewed By: George Gavit, RCE #56564 UL Compliance Letters : Z/ 8 tJ /< ur#~/t~/t!/ 4;::2 ,,-.," : C',,<1ct:pw1117 rvL-;e 6'Ptt- ~,x1c: IL-/ r7 l("a\~// -----CAILAWAYGOLFBAILCOMPANY-------, \l;I GOLF U,, ASubsidiaryofCallawayGolfCompany City Of Carlsbad Building Dept. 20?5Las Palmas Drive Carlsbad, CA 92009-1576 Attention: Tim Phillips RE: UL listing/CE Mark Equipment Compliance D~ar Mr. Phillips: Please find contained in this notebook the letters indicating UL, CE, CSA, or FM compliance for the process equipment purchased by Callaway Golf Ball Co .. These letters state that components used in the manufacture/assembly of the said equipment are approved by one and in most cases more of the following organizations: CSA -Canadian Standards Association FM Approved -Factory Mutual Approval UL/Al-Underwriters Laboratories American Standards CE Mark -European Compliance Both parties must understand that some of the proprietary electronic boards used in the manufacture of some of the custom built equipment are not listed. They are however assembled using listed parts. Callaway Golf Ball Co. maintenance department maintains the manuals which contain the cut sheets for the components used in the assembly of the process equipment. These cut sheet,s state that the parts meet one or more of the above ratings. The equipment cut sheets will be available for review at your request. Callaway Golf Ball Co. Maintenance Manager 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CALLAWAY GoLF SAi.Es CoMPANY. CALLAWAY GOLF BALL CoMPANY. CA!lAWAY GOLF EIJROPE Lm • CALLAWAY GOLF (GERMANY) GMbH • CA!lAWAY GOLF MEDIA VENUTRES, LLC • ODYSSEY Gou~ INc, CA!lAWAYGOLF KoREALm. ERC INTERNATIONAL CoMPANY KK. CGV,INc,. CALLAWAY GOLF CANADA Lm. CA!lAWAYGOLF EUROPE SA DMSI0N: CALLAWAY GoLF INTERNATIONAL I(' ~,la" -----CALLAWAY GOLF BALL CO:t\1PANY___, \lJ GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 Akron Steel Fabricators 3291 Manchester Road Akron, OH 44319 Attention: Keith Kline RE: Pre-Form Dusters Callaway Purchase Order No.: 4500015205 Dear Mr. Kline: Via FAX: (330) 644-0105 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. J;i~ Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 •Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CAf.LAWAY GOLF SALES CoMPANY • CAflAWNl GoLF BAIL CoMPANY • CAf.LAWNf GoLF (UK) LlMlTED • CAf.LAWNf GoLF (GERMANY) GMbH • CAflAWNf GoLFTRADING GMbH DMSION: CAflAWNf GoLF lNrERNATIONAL • • • .. Designers and Builders of Special Machinery 3291 Manchester Road• Akron, Ohio 44319 (330) 644-0616 • Fax: (330) 644-0105 • E-mail: asfc@email.msn.com AKRON STEEL FABRICATORS Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, Ca 92008-8815 Attention: Mr. Pete Lantz Facilities Manager Reference: Pre-Form Dusters Callaway Purchase Order No. 4500015205 Dear Mr. Lantz, July 1, 1999 Consistent with your request Akron Steel Fabricators are pleased to confirm that all components included in the above referenced manufacture are UL listed. Should you have questions or require additional information please let us know . .. ·r ' ~· I ' ; ~ ... · .. : ' ·, ,.· ,,I~~"V'Vnlly ~ Keith M. Kline Executive Vice President 'j. I[' a\la!uct.,.. -----CAILAWAY GOLF BAIL COMPANY~ ~ GOLF U" ASubsidiruyofCallawayGolfCompany July 23, 1999 Alstom Automation Systems Corporation 701 Technology Drive Canonsburg, PA 15317 Attt;intion: Kim Korzeniewski RE: Golf Ball Finishing Systems Callaway P.O.: 4500011057 Dear Mr. Korzeniewski: Via Fax: (724) 873-9640 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. m~ Pete Lantz Facilities Manager Callaway Goif Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Teltphone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CALLAWAY GoLF SALES CoMPANY • CALLAWAY GoLF BAlL CoMPANY • CALLAWAY GOLF (UK) LlMlTED • CALLAWAY GoLF (GERMANY) GMbH • CALLAWAY GoLF'TRADING GMbH DMSION: CALLAWAY GoLF !NrERNATIONAL • Automation July 21, 1999 Mr. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 Dear Mr. Lantz: Please accept this as a response to your request dated June 23, 1999 for a statement of UL and/or CE compliance by ALSTOM Automations Systems Corporation. In accordance with the City of Carlsbad Building Department request, ALSTOM Automation Systems Corporation does hereby certify that, as the manufacturer of equipment designed, built, -and delivered for use by the Callaway Golf Ball Company manufacturing facility, all applicable materials and components used in the design and manufacturing process by ALSTOM and our subcontractors were UL listed and/or CE • compliant, and that this is supported by the enclosed documentation. • This certification letter covers all equipment supplied by ALSTOM and our subcontractors. The certification does not include the Pad Printing Machine or the Plasma Ball Treatment Machine as this equipment was not supplied by ALSTOM. Sincerely, ALSTOM Automation Systems Corporation ALSTOM Automation Systems Corporation 701 Technology Drive Canonsburg, PA 15317 Tel,: (724) 873-9300 Fax: (724) 873-9706 www.a-asc.com • • •• UNDERWRITERS LABORA.l'ORDCS INC. 1285 Walt Whitman Road Melville, New York 11747-3081 · Telephone: (516) 271-6200 EXT. 22897 Fax: (516) 439-6018 e-mail: ulds@ul.com -**FAX TRANSMISSION FROM UL DATA SERVICES**"' DATE: June llt 1999 TO: WALTSUBROSKY CALLAWAY Number of pages including cover sheet: 2 Thank you for your inquiry of June 11, 1999. Attached is the CWT~t Listing for File El51993. TIME: 1:23 PM FAX: '760-804-4003 Please note th21.t only those products actl:!a.lly bearing the appropriate· Listing, Recognition and Classification Mark and other required company and product identification should be considered as coYered by UL's Listing, Rccognjtion, Classification and Follow-Up Services. lnfonnation provided through UL Data Services is Intended for use by the party noted above for its internal ·purposes. Data is not intended to be sold to or published for use by third parties . Regards; MaryPiotti Corpoi:ate Data Services k:faxnc ,_ N.lTW.El51993 http://nkcs31.ul.com/cgi-bin/XYV/t .. ss&parent_id= 1073990 l 95&scquenc:e= l • ..... -:~- • ® NITW.E151993 Page Bottom LIS Home Page Corporate Home Page ~--. Industrial Control Panels CEGELEC AEG AUTOMATION SYSTEMS CORP 701 TECHNOLOGY DR POBOX441 CANONSBURG, PA 15317 Industrial control panels for general use. Cutoff May 14, 1998 LOOK.FOR l,ISTING MARK ON PRODUCT 891487002 :Page Top This page and all contents are Copyright Cl 1999 by Underwriters Laboratories Inc.® El51993 (SCL) The ap~cc of a company's name or product in this database does not in itself assure that produ~ so identified have been ttumufactured under lJL's Follow-Up SeJ"Vic:e. Ohly those products bearing the UL Marlc should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. tbis database is for INTERNAL USE ONLY . • oft 6/11199 1 :21 PM ... ' • VENOCA NAME: D2 • Ol c,mzr.,x: Qr; JI.OTONl\'l'IOI STmMS 7.01 TECIIIOLOGY DlM ~SIIJR;, PA 15ll7•J!l7 Am: ACCOUNTS PAmLI SU.VICI ORDBl ffl 45 DAYS I 1/1.. tlNDBltllIT!RS WORATOktBS m PPIIIGSTSN W-0 lil0lflll!l00K, ?ti 60062•20,6 l LT YWLY OtMITI !OLLOl•t7P ?HONE: 124/873-9300 !l'AX! 72-4/873-iEi-48 VE:NOOR NO: 00360312 SUVICI !'OR. nu i•l.Sl,993 'Dllltl'STRIAL CONTROL PAl&LS' I \. •I,• SD.VICI 4 EA '-1 ~\,, QtJM'ri11Uif ON •Sinl· FOLLOl • tl'P mvza 101 r.tlil iime4 •a.oaors , aoacmc: aor1teMID1'1'1, me •1• I'I'E)I l • IW'DDICI! INVOICE PS49'9-i2 PURCHASE ORDER Puri;bJH · · llpjit: . ' .. F.!Ul!'jli~~. ~-.. ~S.~01\, , • .. ,·, !le~H~ . -~-~!ll(';"·!litl:.!' ·.~~:,-· ~~r ... 11~~-er Nt111l:lll'r;,···:< .. :.: .. NUll!aef'_:· · 03/0S/99 l Pl3l0l 00 1 All IJUl"'c;l'lases al'e subj !!Qt to the ~on~itions on reverse. oata gf Conv&l"Htion; ____________ _ Your Person:..1,,111111.----:-------~---- Phone: (H7l :172·8900 Fax: Ji'7l sgp.§207 t::r.::·.· .... :·:''?\:[::·::-:\:~{·/\:: .._··::-::,:·:;::i/\l/, H,750 u. 1s :~aaa· · I l:-~~~~~~~~:;;:t340S..;Q~9 :· ·.1 175.000 ! :·· .•:: .. :::··· ... ,··. ••• '·' ,,1 ,,1 I r~:}t{~;~;~;~\t: ··. · t••·· :;: __ ;1 1 , .·:·. . .... •' ,• .. '· .,.. • · I . .. ::· ...... · .. ·. I ,.·,···. ,• :,\-!.: ,,,··· .. :,:,1u,,:,:,:: .:.,,,,;,,: :.: ··:,• • • '•' ·, ; ,;;, '·,;· ! ·.:···:· . :·:· ,· .. ·:···:·· .·::·.,· .. · :-::-·. :,. ::, :.·,···.:. ,· .. , •:-'' -:-·. •,. ::•::·. :, .1.:_.,_::?·:· y o " • ti ,I I ; I .. I I .:--. . . I ! I ,_J_ _ _.l..._....._ _______________ -+ _ _,.j.....,_-L, ___ J.-__ -i:,,;:_ _____ _:. __ ....,.__ . ......J 132! 75 Cc, not exceed the val ... i on Autncrizaa $ignatura 2'd 179l'ON SLJ! TOTAL TAX ' thi~ our~hose order w;:n~u~ prier w:~~~tm a~p%0Yal trom AEG · s t-1urcn,1s1ng • oe~•rcment. Any ada1cicna! 'tO'l'AL u2a 75 monies incul"l'ed OY tne ---------------·--Jvenaor without this apgroval will be at t~e sole l"iSk of tne vendor. W~0S:ll 666l"ll"Nnr ~ atla¼t.,.. -----'----CAILAWAY GOLF BAIL COMPANY- \Li GOLF U" ASubsicliaryofCallawayGolfCompany July 23, 1999 Best Engineering, fuc. 1110 West Taft Avenue Orange, CA 92865 Attention: Leroy Johnson RE: Powder Handling System Callaway P.O.: 4500015376 Dear Mr. Johnson: Via Fax: (714) 288-3788 Callaway Golf Ball Company would like to askyou to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CPJ1AW& GoLF SALES CoMPANY. CAflAW& GoLF BAIL CoMPANY. CAflAw& GoLF (UK) L!MrrED • CAflAw& GoLF (GERMANY) GMbH • CAflAWKf GoLFThADING GMbH DMSION: CAU.AW& GoLF lNi'ERNKnONAL I(' aUalutt,.------CALLAWAY GOLF BAIL COMPANY~ ~ GOLF U" ASubsidiaryofCallawayGolfCompany City Of Carlsbad Building Dept. 2075 Las Palmas Drive Carlsbad, CA 92009-1576 Attention: Tim Phillips RE: Best Engineering Equipment Dear Mr. Phillips: Best Engineering, a provider of a portion of the process equipment used in the rubber manufacturing area of the Callaway Golf Ball Facility has gone out of business. Because of this I was unable to procure the necessary letter confirming the use of UL, or equivalent rating. We have inspected the machinery and have found the relevant components to carry at least one of the following approved markings, ULSL} , CSA, SA, FM, or CE. Callaway Golf Ball Co. Maintenance Manager 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARJES: CPJLAWP!f GoLF SALF.S CoMPANY • CPJLAWAY GoLF BAIL CoMPANY • CAfLAWP!f GOLF EUROPE LID. • CAfLAWNf GOLF (GERMANY) GMbH • CPJLAWNf GOLF MEDIA VENUTRES, L1C • ODYSSEY GoIT, INC. CAfLAWNf GoLF KoREA LID. • ERC lNrERNATIONAL CoMPANY K.K. • CGV, INC. • CAfLAWNf GOLF CANADA LID. • CPJLAWAY GOLF EUROPE SA DMSION: CPJLAWN/ GOLF lNrERNA:nONAL *****************************************iilU%1%%11:+:%111Ul1%:+:11%11%%111%1111%1111%1111111111111111 ! . . P. 01 * ,f\ · TRANSACT I ON REPORT * * _ _..._,________ JUN-23-99 WED 01: 04 PM * * * ' ... DATE START RECE"IVER TX TIME PAGES TYPE NOTE Mi DP ! JUN-23 01: 04 PM 917142883788 29" 1 SEND OK 012 ,f\ ;, ; * TOTAL : 29S PAGES: 1 * * . * **************************************************************************************************** •• • ·-(,~ ··-------'""""-- GOLF July ,Z3, 1999 Best Engineeringj Inc. 1110 West Taft Avenue Orange, CA 92865 Attention: ~eroy Johnson . llE: Powder Handling System Callaway P.O.: 4500015376 Dear Mr. Johnson: ,.---,--_____,.-CAILAWAY GOLF BALL COMPANY~- A S\lbsi<li~ry of Citll.i.way Golf Cornpnny · Via Fax: (714) 288-3788 Callaway Golf Ball Company would like to ask yoll'tO take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad.Building Department. W c have purchased the above equipment from your organization. As stated in the Callaway Go] f Ball Company capital equipment 'i;pe~ification, all electrical, electronic ancl applicable plumb111g components, i.e., 11atural gas component~, used in Uie manufacture of the piece of equipment which you designed, built and dcliver.ed for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors .. ~a~p -----CAILAW&GOLF BAIL COMPANY- \L,I GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 Budzar Industries, Inc. 38241 Willoughby Parkway Willoughby, OH 44094 Attention: Allen Damm RE: Temperature Control Unit Callaway P.O.: 4500015199 Dear Mr. Damm: Via Fax: (440) 918-0606 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment ma:tmfacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Pete Lantz Facilities Manager Callaway Golf Ball Compru:iy 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-~815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SullSIDJARIES: CAU.AWN! GoLF SALES CoMPANY. CAU.Aw& GoLF BAIL CoMPANY. CAU.Aw& GoLF (UK) LIMITED • CAU.Aw& GoLF (GERMANY) GMbH • CAU.Aw& GoLFThADING GMbH DMSION: CAU.AWN! GOLF WERNATIONAL June 24, 1999 Mr. Pete Lantz Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-881.5 Dear Mr. Lantz: . . Further to your fax dated 6/23/99 regarding UL or CE listed parts. The components in the equipment provided to Callaway Golf Ball Company purchased under PO# 4500015199 are listed either UL, CE or both. All information regarding this is provided in the cut sheets of each component in the manuals provided with the system. If you have any further questions, please feel free to call. Sincerely, • ~·~ • Allen M. Damm Sales Representative 3B24'1 Willoughby Pkwy. Willoughby, c:Jhi~ 44094-75B2 Phone: 440-9'1 s-osos · Fax: 440-9 'I B-0606/440-9'1 B-0707 /C' a\la!4t., .. -----CALLAWAY GOLF BAIL COMPANY~ \J.I GOLF U,,-ASubsidiaryofCallawayGolfCompany July 23, 1999 Conair Group, Inc. Route 8 North Franklin, PA 16323 Attention: Jon Weagraff RE: Feed System Callaway Purchase Order No.: 4500015166 Dear Mr. Weagraff: Via Fax: (814) 432-6227 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CAJLAWP/f GoLF SALES CoMPANY • CAlLAWAY GOLF BALL COMPANY• CAJLAWAY GOLF (UK) L!MrrED • CAlLAWPlf GOLF (GERMANY) GMbH • CAJLAWAY GoLF'TRADING GMbH DMSION: CAJLAWP/f GoLF lNrERNKr!ONAL • • • June 11, 1999 Page 1 of 3 SUMMARY of UL INSPECTIONS and LABELING of MACHINES for CALLAWAY GOLF BALL COMPANY, CARLSBAD, CA. UL Field Supervisors and Senior Field Representatives conducted UL inspections and labeling of equipment to verify compliance with UL508A Standard for Industrial Control Panels. The machines are approved for .use in the U.S. and Canada. The machines have "UL" labels with numbers "AL-163xxx" inside the door of the electrical enclosure. Machines on Order Number 131072 L On October 21, 1998, the following machines were inspected and labeled at the Conair manufacturing_ plant located in Franklin, PA. Three (3) PD-5 Vacuum Pump Units 480 V., 3ph, 60 Hz _ Wiring Diagram 131072L020P01 rev. TALB/0396 6 amp, 5 HP Motor-3450 RPM Machine Serial Numbers 63289 UL Label Number AL-163117 63288 AL-163118 63287 AL-163119 2-. Also on October 21, 1998, the following machine was inspected and labeled at the Conair manufacturing plant located in Franklin, PA. One (1) SC60 Dryer 480 V. 13.2 FLA, 3ph, 60 Hz Wiring Diagram EACO1 t005X131072 Rev. A Dryer Controller rev. TEAC01/0198 Machine Serial Number UL Label Number 63786 AL-163121 • • • June 11, 1999 Page 2 of 3 SUMMARY of UL INSPECTIONS and LABELING of MACHINES for CALLAWAY GOLF BALL COMPANY, CARLSBAD, CA. Machines on Order Number 131072, continued 3. Also, on October 21, 1998, the following machines were inspected and labeled at the Conair manufacturing plant located in Franklin, PA. Twelve (12) MX1-DI Thermolators 460 V., 5 HP Pump motor (7.6 amps), 9 KW heaters (10.4 amps) Wiring Diagram TCDl-2.DWG Machine Serial UL Label Machine Serial UL Label Number Number Number Number 64070 AL-163139 64076 AL-163145 64071 AL-163140 64077 AL-163146 64072 AL-163141 64078 AL-163147 64073 AL-163142 64079 AL-163148 64074 AL-163143 64080 AL-163149 64075 AL-163144 64081 AL-163150 4. On October 28, 1998, the following machines were inspected & labeled. Twelve (12) CR-617 Granulators 460 V., 3ph, 60 Hz 4.6 f=LA-3 HP Motor Electrical Schematic Diagram 201-00-1331 Electrical Specifications 8201-00-1098 Machine Serial UL Label Machine Serial· UL Label Number Number Number 330.316 AL-163153 330.322 330.317 AL-163154 330.323 330.318 AL-163155 330.324 330.319 AL-163156 330.325 330.320 AL-163157 330.326 330.321 AL-16315.8 330.327 Number AL-163159 AL-163160 AL-163161 AL-163162 AL-163163 AL-163164 • • • June 11, 1999 Page 3 of 3 SUMMARY of UL INSPECTIONS and LABELING of MACHINES for CALLAWAY GOLF BALL COMPANY, CARLSBAD_, CA. Machines on Order Number 131072. continued 5. On October 27, 1998, the following machines were inspected and labeled at the Conair manufacturing plant located in Franklin, PA. Two (2) D1-040 Sentral Loading Control Units One.unit is 20 station and the other unit is 40 station 115 V., 1ph, 60Hz Wiring Diagrams 131072L50P10 & 131072L240P10 Machine Models UL Label Numbers 20 Station AL-163151 40 Station AL-163152 6. The four (4) CD200 Dryers are approved by ETL Testing Laboratories Inc. in Cortland, NY; and have labels showing compliance w/ UL-499, NFPA79, CSA C22.2 No.14, and CSA C22.2 No.88. All Conair "CD100 through CD2400" models of dryers are listed by EiL for use in the U.S . and Canada. Machine on Orde·r Number 300001 7. On January 11, 1999, the following machine was inspected and labeled at the Conair manufacturing plant located in Franklin, PA. One (1) D812 DustBeater Loader {w/ in-line GFCI} Serial Number 67878 UL Label No. AL-163170 Machine on Order Number 300010 8. On January 12, 1999, the following machine was inspected and labeled at the Conair manufacturing plant located in Franklin, PA. One (1) PD~s Vacuum Pump Unit [Same as No.1 on Pg.1] Serial Number 67189 UL Label No. AL-163171 /C' a\\a¼t_u -----CAILAWAY GOLF BAIL COMPANY~ \lJ GOLF U" ASubsidiaryofCallawayGolfCompany July23, 1999 Davis Standard Corporation 1 Extrusion Drive Pawcatuck, CT 063 79 Attention: Dan Szewc RE: Elastomer Extrusion Systems Callaway P.O.: 4500012980 Dear Mr. Szewc: Via Fax: (860) 599-6258 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. IM# Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CA!ll.WNl GoLF SAI.Es CoMPANY • CA!ll.WNl GoLF BAU. CoMPANY • CA!ll.WNl GOLF (UK) 1JMrrED • CA!ll.WNl GoLF (GERMANY) GMbH • CA!ll.WNl GoLFThADING GMbH DMSION: CAfll..WNl GOLF INTERNATIONAL ·t..· : . )' . 1 /, • • •• tooim Davis~Standard CORPORATION # 1 Extrusion Drive * Pawcatuck, CT 06379 TJSA Tel (860) 599-6309 * FAX {860) 599-6258 A Crompton & Knowles Company FAX C()VER SHEET Thunday, July 01, 1999 TO: Callaway Golf Ball Company ATTN: Peter H. Lantz C~: Liam Hayes Norm Smith . FAX: 760-804-4003 FROM: Joseph A. Wnuk :fAGE 1 of 3 Product Manager -El~~tomer Division RE: UL Conformance -S.O. 62735 Callaway Dear Peter, Please find attached , the UL conformance stateip.ents from Davis Standard's control division (HES) and Killion •. This equipment bas been manufactured to conform-to UL standards, as requested by Callaway. Should any questions arise, please do not hesitate to contact me@ 860-599-6309 • 8SZ9 66S 098 YVd ss:60 UltL 66/TO/LO {. • • • .?OO!m Memo To: Joe Wnuk Fram: Stewart Pollin CQ 0... 07/01/99 Rel Callaway UL Davis Standard I The electrical control panels built for Callaway under Davis-standard Sales Ortlet 62735 are YL listed. The controls dMsion is-a UL registered panel shop. the. components used are either UL listed or are UL recognized for use In Industrial applications by our UL procedure. The panels bear a tag indicating this procedure was followed. Should you have any further questions please do not hesitate·to call . • Page 1 crnva~ry.1s-s IA vq 8St9 66S 098 XVd SS!60 fiH.L 66/10/LO ~- ·, • To: Joe Wnuk/0-S . cc: Subject: Calloway Cutters The three Calloway cutters were built to UL specifications.and sho·u1d be labled accordingly . •• •• f!OO(m 8SZ9 66S 098 XVd gg:so OH.L 66/10/LO • • * * * * * * .,* * * *~ . *· * * ' • * * *"' * * ~ 2 0 ~ ,., * r-::I> • * * 1,-3' * * c::>r-r,;::o * * ,_. tTl * * 0 * * c::> m r-r,, * * 0:>-3 ...... * * ::I>< * * ,_. ;::o 'tTl * * --J -3 * '* * * ::I> * * :::;::: * * * * co m * * 0) tTl *· * c::>::Z: * * 0 * * 07 tTl * * co ;::o * * co * * * * 0) * * I'\.) * * 07 * * co * * * * * * * * * * * * .--3 * * ;::o * * ::I> * * ' ::Z:'* * ;::o m * * ::x: ::I> * * 0 * * -3 -3 * * 07 ...... ...... * * u..>;3; C) * * "" tTl z * * * * ;::o * * . tTl * * -0 -0 * * ::I> C)' * * ',) ;::o* * u..> tTl -3. ' * * m * * * . * ;::o -3 *' * tTl-<: * * 0 -0 *· *· tTl [Tl * * ...... * * < * * tTl * * * * * * * * * * * * * * * * C) ::z: * * :;:,s;:o c.,.. * * -3 c:: * * tTl r-* * I * * C) * * ,_. * * I * '* co * *' co * * * * -3 * * :::r:: * * c:: * * * * C) * * 0) * * * * ,_. * * co -0* * :::;::: -* * ':l;l.. ::I> C)*· * :::;::: ,_.* * *' * 0 * * -0 * * * ********·**** ~~p -----CAI.LAWAYGOLFBALLCOMPANY- ~ GOLF "" ASubsidiaryofCallawayGolfCompany July 23, 1999 Farrel Corporation 25 Main Street Ansonia, CT 06401 Attention: Robert Bai.l} RE: K-4 Internal Mixer Callaway Purchase Order No.: 4500006707 Dear Mr. Bain: Via Fax: (203)735-6267 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CAilAW& GoLF SALES CoMPANY. CAf:LAWNl GOLF BALL COMPANY. CAUAWNf GoLF (UK) LIMiTED. CAf:!Aw& GOLF (GERMANY) GMbH • CAUAWNf GOLF TRADING GMbH DMSION: CAilAW& GoLF lNrERNA:rrONAL ""' . • • •• FARREL.LTD.ENG TEL:01706640600 06 JUL'99 17:44 No.006 P.01 ,,.. ._, --. Farrel Ltd Q11een1way, Casdeton, P.O. Box 27, Rochdale. Lane,. OL11 .2PF l,Jnlted Kingdom ·1 .. t ,, ~ Tel: (44) 1706 "7434. F'ax: (44) 1706 638982 FACSIMILE TRANSMITTAL To: Comp$Dy: Pax No.: From: Pete Lantz C&illaway Golf BRll Coinp$Dy 00 I 760 804 4001 Rod Macdonald Document. Ref :F070691 Date : 6 July J 999 Page One of 'fwo cc by .-eceiver : cc by sender : Subject: K4 Tntcnni,c® -Ccrl,ification Dear Mr. Lantz, Robert Bain • · Farrel Corp 00 I 203 135 6267 Further to your faxed request to our Robert Bain of Farrel Corporation of 23 July coricoming the CE compliance of components utilised within the build of the K4 Intermix® (Internal Order .. IM1639), despatched from our UK works in Septem~r 1998, I can advlae as follows: • Machine waa supplied without controls, thus can not supply a Certificate of Conformity or CE Mark for the machine. Certificate of Conformity can only be supplied with complete machine. You wlll need to contact your controls supplier to ensure compliance of both their system and the components utilised in its build. • We have received Certificates of Declaration (again are not supplied with Certificates of Conformity as not complete entitles, but Certific~tes of Declaration stating that when lnitalled to manufacturers Instructions, will comply with relevant CE regulations) for component parts as listed below: · :> Hydraulic Components/cylindere etc. -Declaration o! Incorporation )ii-Hydraulic Power Pack -Declaration of Incorporation (also have copies of component part declarations) > lnteriocka-090laration of Confonnlty > Gearbox -copy of Declaration of Quality held wHhin our flies from Lufkin. The above oertlflcates are held wlthln our quality files fo'r your machine build. You should be aware that many items supplied within Europe do not carry CE mark's as it Is Illegal to affix such a mark unless they can cany a certificate of Conformity as opposed to a declaration/certificate of Incorporation . PrivllQy and C011tidonti•lity N<mQQ: 'l'he infomlfttioo oontain«lin this f11~'ilnile i~ intended for the named roclphm1(1) QJlly. It may ll0ntail1 piivil'll,lld and O<lllfideftliftl infom111tiun und If you arc nolan lntcnclod rooiplint, you 11111,1 nc,t oopy. di•lribulc: or toke any action '"' "'H,1 .. ,".""" ;. Tf'on1, ""'''t'lt't'ftnnhtftA 41,,J" '""""tn._u,.. fn ,.,.,,,,..~ .,,.,4,. •. f"d4', 11,..,,. ... , .. ,_ : ... _ _.,: ..... , .. ...,_ • tAA\ ,..,11,: lt.A"1A'JA . ;. . • • • FARREL.LTD .. ENG TEL:01706640600 06 JUL'99 17:45 No.006 P.02 ~ I hope that the above Information Is sufflcl,nt 'f'oryour requirements, but shoulct you have any other specific query regarding cenlflcation or CE compliance, please contact me directly. Rod Macdonald tt,bala! R•r.mac • I(' a\latu.t,,.. ----~CAUAWAYGOLF BAIL COMPANY- \LI GOLF "" ASubsidiaryofCallawayGolfCompany July 23, 1999 French Oil Mill Machinery Co. 1035 W. Greene Street Box 920 Piqua, OH 45356 Attention: Michael Gallagher RE: French Hydraulic Press Systems Callaway Purchase 9rder No.: 4500010261 Dear Mr. Gallagher: Via Fax: (937) 773-3-49-4- 3'-/~t.f. Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. )Ii# Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SunSIDJAJUF.S: CAilAWNf GOLF SALES CoMPANY • CPJLAWAY GOLF BALL CoMPANY • CAfLAWNf GoLF (UK) 1IMm:D • CMLAWNf GOLF {GERMANY) GMbH • CAfli.WNf GoLF'I'RADING GMbH DMSION: CAfLAWNf GoLF lNrERNATIONAL 07/01/99 17:13 FAX 937 773 3424 FRENCH OIL MILL • '''FRENC·H E-MAIL: frencho114'taoLcom WEB SITE: hnp:/twww.frlncholl.com 141002 PHONE: 937·773-3420 l'AX: 937.773,3424 THE FRENCH OIL. MILL MACHINf:RY CO. PIQUA, OHIO, U.S.A. 45356-0920 • • PFIESIOEl'lTIAL "l!"AWA,,_0 P.O. BOX 920 103!1 WliST·GRliiNi STRilil' July 1, 1999 Callaway Golf Ball Company 2285 Rutherford Road Carlsbad, CA 92008-8815 Attention: Mr. Pete Lantz Dear Mr. Lantz: tn response to your letter dated July 23, 1999, (received June 28, 1999) regarding the use of Ul,. approved or CE marked components, The French 011 Mill Machinery Company has a company policy to only use approved (UL, CE) sub-components In our machinery. All components which do require an approval stamp are specified to our suppliers to insure we meet our Internal requirements. If there is any further information required, please feel free to contact me. HMG:rnjs \\ . Sincer~ly yours, ·l!{JfOIL H. Michael G!gher II Managing Director Market & Process Director ~ THE QUALITY AND TECHNOLOGY LEADER SINCE 19QO I ', .. tr' ~,la' -----CAIUWAYGOLF BALL COMPANY_____, \Li GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 Glebar Company, Inc. 527 Commerce Street Franklin Lakes, NJ 07 417 Attention: WolfRiess RE: Centerless Form Grinders Callaway Purchase Order No.: 4500013531 Dear Mr. Riess: Via Fax: (201) 337-6848 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. the City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. SAcTi:: !r ~U-'1 ~ Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CAllAWI!{ GoLF SALES CoMPANY. CAllAw& GoLF BAIL CoMPANY. CAllA\VI!{ GoLF (UK) L!MrrED • CAllAw& GoLF (GERMANY) GMbH • CAllAWAY GOLF TRADING GMbH DMSJON: CAllAW& GoLF lNTERNtJIONAL • •• • ~-d GLEBAA 11··:·:.···-~{: .. :.:.c-. i. . .. \::::.-_ ;~1/i/= · E " ' .. , ... ,~:., .. .... .. ,.,,"",.,',\~~~--· GLEBAR CO. INC. P.O.BOXG23 S21 Commerce Street Franklin Utkes. NJ 07417 Pnone: :201 .337.1500 Fax ; 201-337-6848 FAX COVER SHEET ··.~~~~ I.SO~ 9001 CERTIFl!O DATE :July 6, 1999 WWW.GLEBAR.COM ------· --,_,,,,.,,.....,..,.,,,.....,..~r"ll""...._,....,.__i,,1_"'111.._.._MII .. _W_ -Ht+ _______ ..., • .,.,........,~ Dear Pete, TO : Pete Lantz COMPANY : Callaway Golf Ball Co. FAX : 760-804-4002 FROM : Wolf Riess FAX#: 201-317-6848 iOTAL PAGES INCLUDING HEADER i3 RE:CENTERLESS FORM GRINDERS CALLAWAY P0#45000136:31 I ENCLOSED IS A COPY OF THE LETTER YOU REQUESTED REGARDING "UL AND CE' MARKl=O COMPONENTS! ALSO A COPY OF THE ,;CE" EMC REPORT #J99004710 FOR THIS TYPE OF MACHINE CERTIFIED FEB.22, 1999 BY INTERTEK TESTING SERVICES COMPLIANCE REPORT .#J9900181'1. Sincerely, Wolf Riess sv:L1 88, 61 AON • •• •• July 6> 1999 Mr. Pete Lan.tz GLEBAR COMPANY INC, F=.O. Box 623 ; 5~7 Commerce St:r-eae Ff""anktin l..ek.es, NJ 0741 '7·0823 TeL: ao1 .:3::37 ~ 1 eoo F=AX; ed1 -8:37-6949 Facilities Manager ·Callaway Golf J3all Co. 22SS Rutherford Road t:arlsbad, CA 92008-8815 Re: Centerless Fonn Grinder Callaway Purchase Order No. 4500013531: DearM.rLaotz: thi.s Jetter confir.ms that UL • CE or of equal rating components where used in the design and/or manufacture of the Model PG-9HHD ~t~Jess Fon,, Grinders, With the only exceptions being for the Digital Tachometer Display-f~r the Regulating Wheel and the delay module used for the % Work Wheel Load Meter Display. : Both of the above mentioned units serve only in a passive display mode and do not control any active function(s) of the machine at any time whatsoevct.Furthcrcmorc these items have been incorporated in identical machines that ha.v~ been Certified CE Compliant by "lntertek: Testing Services" Hmc Vedfioation No. J99004 71 o;copy included. The above meet the required guidolincs pcrtallaway Golf Ball Co. Capital Equipment Specification dated 3/l l/9S. · I hope this satisfies your requirements'. please let me know ifl oa.n be of any further hetp in this matter. Sineorcly. WolfRiess r v1/l/~~ Vice President of Sales and Service l ' -'> • ·. ~ • . ' .. . Intertek '.Testing Services . ~ 8 ~omma,r;e Way, 1:'otc~; N~.Pl;~~-f. :-:, .. ·.:. ·::,..,::)',i· EMC VERIFICATION No~ ~7.~0 ·: , .. -: · .. , .. :/.-:· · ... : . ,•. •'. ,'. ' ,, ,•: I;• •, Type.of equipment: Form Grinder, Thru Feed Grinder ... : .. : ' ' .. typelMoclel: PG-9BHD. TF'-9BHD . . .. ' Manufacturer; Glebar Co. ·Inc . Tested by n,queat of: Mt. Wolf R~ess, ·· .. STANDARDS: EN 50081 .. 2 Elaclmmagnetic Compatibility Generic Emissions Requirements .. Part 2 Industrial, EN 50082-2 ElectromagnetJc-Compatibility Generic: immunity Requi~ments • part 2 Industrial TEST REPORT ·No. J99004710 SUMMARY OF RESULTS We confirm 1hat the product tested, and our review of th& above numbared ~port, r withollt reasonable doubt will futrrtf· tha requirements ooncemlng etoctromagnetic . compatibility according to the above mentioned standards hannonized With the EMC Directive 89/336/EEC/193/68/EEC. 1 EMC-Department · : Date of Issue:. ,i.._,./2 ~J' : . '-~ ;,::; _;;,- Sign'atu~~~- ,,·· .. . ..... ,:,··_.: ,' Lui• ·M. eas, EMC Team Leader ',·:::\'•, rk/~!~ tr' a\lal4t, .. -----CAIIAWAY GOLF BAIL COMPANY_____, \lJ GOLF \f' ASubsidiaryofCallawayGolfCornpany July 23, 1999 Hye Precision Products 7 45 Carroll Street Perry, GA 31069 Attention: Bill Hughes RE: Auto Seam Buffers Via Fax: (912) 987-1290 Callaway Purchase Order No.: 4500014853 and 450006168 Dear Mr. Hughes: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. w~ Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CA!LAWNf. GoLF SALES CoMPANY' CAUAWN! GOLF BAIL COMPANY• CA!LAWN! GoLF (UK) 1IMrrED • CA!LAWNt GOLF (GERMANY) GMbH • CAUAWN! GOLF'TRADING GMbH DlVIS!ON: CAUAWN! GoLF lNTERNXTIONAL • • June 24, 1999 LETTER OF CERTIFICATION _-~--~----------------~------ TIDS CERTIFIES THAT THE GOLF BALL SEAM BUFFING MACHINE MODEL ASB2, SERIAL NUMBERS 018, 021, 022, 023, 024, 025, 026, 027, 028, 029, 030, 031, AND 032 ARE ASSEMBLED USING PARTS IN COMPLIANCE WITH THE UNDERWRITERS LABORATORY REQUIREMENTS. ~IAM~GHES GENERAL MANAGER l["~.I•' -----CAILAWAYGOLF BAIL COMPANY- \LI GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 K-Tron America Routes 55 and 553 Pittman, NJ 08071 Attention: Lou Pratt RE: Loss & Weigh Feeders Callaway Purchase Order No.: 4500014757 Dear Mr. Pratt: Via Fax: (609) 589-8113 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. · We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SullSIDIARIES: CA!LAW& GoLF SAlllS CoMPANY • CA!LAW& GoLF BAIL CoMPANY • CA!LAW& GOLF {UK) LIMITED• CA!LAW& GoLF (GERMANY) GMbH • CAI.LAW& GoLF'TRAo!NG GMbH DMSION: CA!LAW& GoLF lNrERNKr!ONAL <-., .... • • • K-Tron America Routes 55 & 553 P.O. Box 888 · Pitman, NJ 08071-0888 (609) 589-0500 FAX (609) 589-8113 July 6, 1999 Pete Lantz Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 Reference: Purchase Order 4500014757 Dear Mr. Lantz, The control panel supplied to Callaway does not have a UL/CE label on it. The panel wiring and component placement is to NEC code NFPA 70. We use UL/CSA/CE approved components (i.e.: circuit breakers, terminal strips, relays) and the motor drive unit is CSA approved. The K- LCD control interface does not have a UL/CSA/CE stamp. We are expecting CSA approval by the end on the year. We can exchange the LCD for a labeled unit or mail a copy of our acceptance letter to you for your records. To recap, K:-: Tron'~ control panel meets NEC code NFPA 70 but does not have a UL/CSA/CE _label op. the ·pan6,i.. · -, . : · ' ' ' '~· ·-. ' ... . Please feel free to contact me at 856-256-3110 with any questions. Lou Pratt Technical Sales Support Manager CC:. . Jerry Spro~s · · · ·. :.: Jim, Q~Brien • • ~ • • • • T • -' ·, ,. . ' .... . ... . . /' K-Tron , -. , · Vogel.Sales· ~ t • ' • I • , • I[" a\Wu-t.,.. -----CAILAWAY GOLF BAIL COMPANY-\IJ GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 The Lanly Company 26201 Tungsten Road Cleveland, OH 44132 Attention: CliffNazelli Via Fax: (216) 731-7900 RE: Post Cure Ovens and Pre-Heat Hoppers Callaway P.O.'s: 4500016309 and 4500016447 Dear Mr. Nazelli: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department h~s requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CALl.Aw& GoLF SALES CoMPANYo CALl.Aw&GOLF BAIL CoMPANY. C/ill.AWPY GoLF(UK) LlMlTEQ. CAilAWAY GoLF (GERMANY) GMbH. CAilAW& GoLFThADING GMbH DMSION: CAilAW&GoLF lNrERNATIONAL • The Lanly Company heat processing equipment since 1938 June 24, 1999 Callaway Golf Ball Company 2180 Rutherford Rd Carlsbad, CA 92008 Attn: Peter Lantz -Facilities Manager Subject: Lanly jobs 7377 and 7378 Callaway POs 4500016309 and 4500016447 Dear Mr. Lantz, • This letter is to confirm that the equipment provided by Lanly Company (Pre-Heat Hoppers and Post ·Cure Ovens) incorporates UL listed or CE marked components, where applicable. ln fact, the industrial control panels were in,spected and labeled by an Underwriters Laboratories inspector (see attached report). • If you have any questions, please let me know. Sincerely, Gary Petre Manager of Controls Engineering 26201 Tungsten Rd.• Cleveland, OH 44132-2997 •Tel: (216) 731-1115 • Fax: (216) 731-7900 Homepage: http://www.lanly.com • E-Mail: lanly@lanly.com • ( • ( ( >- 0 0 q- O· 0 0 "' •• UNDERWRITERS LABORATORIES INC. INSPECTION REPORT -TYPE L SERVICE TO: FUS at ____ N~rB ..... ~...__-~--'----~-Office (Reviewing) FROM: lnsp. Center . C \e Je\l\, lc-\ Inspector __ ...,.;G=-=-._\).._.""'-"'t;.,,._',l,._·-'-,~~-----------c......c-- No. ICo5 No. ()373\ Product Category __ 3: _ __,__, .,,.,,d....._... . ..,.G""""'". ·-'-"°".;.....;...·\)....;\-'\.\""'. =0_,,e....,\=6""'----------- Mfr's Name _ __,,4==..,.,_~:...,-l,_C.,,.,.,o"'---~-----~--------- Factory Address _i,,,,..s~i,:.;o~.,1___\~~~.!>£,.~..!:>,,l._..!,~.......,_-"-________ _ O'aio Factory-Representative File No. Proc. Vol. _ ___,_ ___ _ . '5/.:).0 \ Acct. No. . a- Date \en \,\<f\S I CCN-'-.__,_~~~-=---"-='--- No. _3_._\_,__,2,_,__\..:....:..\_~_ (Subscribed No. ---"00=~\ __ _ (Factory) (City, State, Zip Code) (Name of actual individual contacted) NOTE: REPORT ALL INFORMATION CONCERNING APPLICANT/LISTEE/MANUFACTURER NAME CHANGES, OFFICE OR FACTORY ADDRESS CHANGES ON THE SEPARATE FORM ENTITLED "NOTICE OF CHANGE OF SUBSCRIBER STATUS". * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ~ D D D Nature of Visit Regular Inspection IPI Inspection Special Inspection First Inspection of Quarter Product Examined t Type, Style, Cat. or Model No. Name of Product Summation YES NO Listing/Classification/Recognized Marks (Markings) ytJ D Used Since Last Visit f Variation Notice Issued D Listing/Classification/Recognized Marks (Markings} D Removed 2 3 4 t-Circle Type, _Style, Cat. or Model designation if roduc¥i~ult@l~~t13d\le~si~~ 1 ~lb I Sf1 i<Sl..O If samples are required to be sent to ULI Laboratory indicate below. If required samples are not sent explain under Remarks on reverse side. Type, Style, Cat.. Model No. ... CHECK HERE Name Sample Tag No. 0 IF YOU WRITE REMARKS ON REVERSE SIDE. Shipped To Which Office 0 IF YOU USE DATA SHEET ON REVERSE SIDE OR ATTACH SEPARATE DATA SHEET * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * \ 1/L. TIME IN FACTORY-~~--.,..-------,- tr'~)' .. -----CAllAWAY GOLF BAIL COMPANY---, ~ GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 Lectro Engineering Company 2319 Grissom Drive St. Louis, MO 63145 Attention: Lee Williams Via Fax: (314) 567-3466 RE: Bulk Lectro Plastic Treating Equipment Callaway P.O. 's: 4500012616 and 4500014301 Dear Mr. Williams: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in-the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. :J;J;i,~ Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: C/illAWNf GOLF SALES CoMPANY. C!illAWNl GoLF llAf.L COMPANY. C/illAw& GoLF (UK) LIMITED • C/illAw& GoLF (GERMANY) GMbH • C/illAWNf GoLFT'RADING GMbH DMSJON: CAflAWNf GoLFlNrERNATIONAL • • LECTRO· IT!illfilIT June 24, 1999 Mr. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA. 92008-8815 Dear Mr. Lantz, 3-D Surface Treatment Systems In response to your request for documentation concerning UL listed, or CE marked components. NI components on the Lectro-Treat Plastic Surface Treating System are UL listed or CE compliance with the exception of our proprietary or patented components. This information is supported by the equipment manuals which have been provided. Again, thank you for purchase of the Lectro-Treat Plastic Surface Treating Systems and the confidence in Lectro Engineering. Yours Truly, ~ ._ ,-' C • • ~ .._ -: ~ . ·:-. . . . LECTRO ENGINEERING CO. • 2319 Grissom Drive • St. Louis, Missouri 63146 • 314-567-3100 • FAX 314-567-3466 /C'~p -----CALIAWAYGOLFBAILCOMPANY~ \lJ GOLF U,,-ASubsidiaryofCallawayGolfCompany July 23, 1999 Lyco Manufacturing, Inc. 115 Commercial Drive Columbus, WI 53925 Attention: Judy Sullivan RE: Modified Peelers Callaway Purchase Order No.: 4500013045 Dear Ms. Sullivan: Via Fax: (920) 623-3780 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built artd delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Bi~ Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 Su!lSIDIARIES: CAilAWKi GoLF SALES CoMPANY • CAfLA.WKf GoLF BAll. COMPANY• CAfLAWAY GoLF (UK) LlMITED • CAilAWKi GoLF (GERMANY) GMbH • CAilAWKi GoLFThADING GMbH DMSJON: CAilAW&GoLFlNrERNKTIONAL • • • 07/07/99 06:21 '0920 623 3780 LYCO MFG LJ&D Manufacturing, Inc. Leadirs In 1ht filad proeenln11 Industry FAqSIMIL:E TRANSMITTAL SHEET TO: Pete Lantz COM1>ANY1 Callaway Golf PAX NUMBER: 760-804-4002 PHONE NUMIIEk1 760.8044000 RE: Modified Peeler SpecificaciR,ns FROM, Ted Long )AT£, July 6, 1999 -'l'OTAL NO, OF PACES INCLUDING COVER: 6 :)ENDER'S PHON£ NUMIIEll.1 920,623-4152 :;ENDER'S FAX NUMBER: 920-623•3780 URGENT X FOR REVIEW 'PLEASE COMMl'ii\11 PLEASE REPLY NOTES/COMMl!NTS, Mr. Lantz, !410011006 P.O. BOK31 , Hi C0111mardal Drive Columbu,, WI 53926 920,623-4162 fW1. 920-623-3780 This letter is to verify that UL listed or C.£ m~irkcd components were used in the design and manufacture of our equip~ent. The attac.Jments are included for verification. If you need any additional infor;ination, don't hesitate to call. J..~t TedLong 6 ·' Director of Engineering -Std. !¢roducts ; Encl: ' 1) Product Compliancy Mat~ j (Red Lion Tad1ometcr Model APLRJ 600/ A) 2) Third P:ucy Compliances Cf:lltk Proximity 3ensor Model Bi5-S18-AN7X/S100) 3) Specification (Comair AxiaJ.: ~an Model M.F1B3) 4) Specification (Fan-S Cord Seq Model 07190.~~4 and Fan-S Wire Fan Guard Madel 08125) 5) Specification (Carol Cord Se.i: Model ! W3M) .( -~~ 07/07/99 06:28 Product Agency Approvals •• l~LL..: Ir JTP.C1Q•J:.:T1CJ;, r1r l 1 )111: 1 LI ! HI Tcr:1;rJ1r,_, IIJ[ I ·•1• I CCII I I·' 11'( I ii• _ r, I 1..il·'I I J 1 ! I T L I ' • I l JI r • [ ~ l I I I 1 .. l . l l1J1 U'--11 .11ur1 ~ALC!:i 1 ·rr1rr"i ~,·,_.,I.::; I l I ~:.~ r· f-' 1·. ""i ••• 1 of7 '0'920 623 3780 LYCO MFG 14!0021006 http://www.redlion-controls.com/products/weblist.btml . . . , ·: PRDC,UClrS Pro~-uet Agc:nq Compliance Matrix Please note that all cUITent Red Lior.. Controls products compliant to agency approvals display a prominen.t label. Some older products may exist that were man~ctured prior tu agency approval being granted. Call our Technical S1,J.pport if you need clarification about a model listed below which ~ no label attai:-hcd confinning compliance. \ Updated Jt;ne l, 1999 a: Mot>E:1-(.'E ,-v..L~ ,. YES : AAMR6436 YES El:71375 ' aDI2R11A YES El.,71375 El 71.375 ADI2R11D YES El:'71375 El7L375 aDI4xllA YES E171375 El 71375 ADI4xxxD XES E~:71375 E17L3?5 AIMI02Q:< YES El.:71~75 AIMll2xx YES ,I AIMI1333 Elf71375 AIMR5306 YES AIMV1231 YES ., AIMV1331 E[:71375 APLCKOxx YES aPLHV4x0 YE$ aPLIT4x5 YES aPLLP500. YES Al?LPTxxx YES APLRx6x0 YES Al?LSPxxx YES Al?LTOX.){X YES· 7/1/191>9 12:07 Pri -06:29 '0'920 623 3780 .LYCO MFG @003/006 . TURCK \Ii I I I I ! . I I I Intrinsically ~afe Systems G· NRTL/C CSA-Canadian ~tandards Association Devices that pass tcs\5 by CSA are certified' for use in Canada. CSA fs a nationally r~i%ed test lab,>ratory, acctedited by OSHA, and is desipted "NRTlJC'~ FM .. Factory Mqtual FM approves ptodu~1S for u~ in exph!iive hazardous locatJons. Intrinsically Safe sysi,~im are approved for "se in Division 1 areas and noninccndlve sensor, are approved fm use in Division l areas. UL -Underw~s Laboratories UL tests equlpme~ to meet Amerlc;u1a standards and jurisdictions. UL ltsrs and rec:osnius products wh ,ch meet their standards. Note: TUR.OC products ieomply with many European standards. Consult facto~ f<1)' more lnformatic,n. ,'• :; TURCK Inc. 3000 campus Drive Min~polis, MN, 55441 f'hone; 1c.i2> 5$3-7300 fax: (612) 553-0708 Application Assisranoe: N'.00-5 1 i J I I . .\ .. POOR . . ·ouALITV· . i-;, 1--: . r, ; ! . . . · · O·RIGINAL S . . --:'t· . . ' . ' , • • 07/07/99 06:29 "0920 623 3780 LYCO MFG ~004/006 ][ 1------------------A_X_IA_L_.i F_A_N_s __________ _ I-ANS l<igicli fr:,mc. .,,, ran •I' With F'llnE -lCliG2 • ll•uds. ,•<I, ntc :1:111311_ , llO'F ,11fnun1 ,. r3ted "'"ring ,· c1ul~II ~C552 ;imbi· JO• i~ Shp1 . WI, I J 11 1.0 :.!.O I.II 1.9 l.6 ·-·-.-.. Sprit• ND. Sc;:15i, ::J\la" •1.1uarc fan haa zinc nlloy t\ousinl! with bl11c:k Rnish. Propctl.-r o( Raina retardant black 1>olypro1>Ylunc:. Shi1dftd pole motor and slnlorad bronza slt,1evc baarlngll. Tamperat11re Nlllf(O; -l8"F C-28'Cl Ir.> 158"F (70"C), 12" 22•J(auec 1eud wire, llllEE, Cl11ila 130 molar inaulil· uon. VDE Liulni (No. 1126) (t), Whisper No. set». 41 v, •• squue ran ha, black Ramo rot.irdant phonolie vtnluri bDu~ln,:. Propeller or flame retardant hl11c:k polypropylane. Shadad pol• motor •nd 11lniorcd bron1c •lc:ovo bearincs. 1'ampc:raluro ran1e: -18'F <~28"C) to l&ll"F (70-CJ. U.i.e c:ord ••t Nos, 4CS5:I or iC998. IEEE, Clas~ tao.motor in,ulllli<tn, Muffin No. SC:1$-1, 411/11" square tan ha~ ~ame retard11nt black phenolic vonturl hou~ing. Prop()llcr or flame r0tard1nt bh1ck polyprop1lenc. Shaded pole motor with sintered bronze. slHve b•arlnllS, tcmpcralur• rang•: ~1a•F (•28°C) t(I l58'F (70"C). Use cord set Nos. iC552 or 4C!198. UL Cius B motor lns,11atlon. Muffin XL No. SC155. 411/11" square ran h:111 bli1t:k ;inc allo)' vonturl hou1ln11. Propel- ler vt llamc retardant blaek polypropyl, ana. Shaded 1~olit motor wl~h $inllm:d bronio 1luva baarinas. 1'•11\J), fi'u\gc; ~ lB'F (-28-c) LO 158°F (70"Cl. Use cord ~cl Nos. 4C~2 or 4C998, UL Clau B motor insul11ttio11, VDE Li$linl( (No. 112G) m. M•i11r No, SC156. G't." din.meter ren h;i~ black; dle-eut aluminum \'Crtturl hou~lnl!, r•ror,rillcr I~ UUMV-O r 11ad black poly- carbonata. P•rmiinent sr lit capAcltor ino, tor ;i;nd atainh:ss sleel ball bc11rincs. TcmJ!;craturc ranee: 1-t•F (-lO"C) to 158·F (70-0)1 Usct cord iCt\ Nos <IC:152 to 4G'991l, Class· 8 motor insulatlor. with 1111torr1acic: thorrr,al prot,u:tiori. vrac: Li:1lin·1i (No, 1354),{t). . Taruri Ne. SC1~7. 611/ac"· $q_uurc ran hus name: rct11rdanl blaek p 111n0Ue h()11,1n1. Prop,uer Is n:in1c rctar-lant black poly- c111·bonutc. Shadad pola motor and scalud ball boaring;. Tamper:tluru range: -o.4•F (-lll"C:) to 110-F (80'C). Uso eorcl se\ NO$, 4CS52 or 4C998. Clas~ A motor insulation with automatic thcrmul protection. C•,11v .. 1 N1>. 4C847, 10• diameter 1'1111 has a Cl\St aluminum housinii r>ainted bl:ick with a name retardant palye11rbanate blade. Shaded polo motor l\as Class A insulalion, ball burini:~. tind aulomnlic thermal protection, Temperature range: -22•1." (-30'C) to 140'F C60"Cl, !'Silt : H Di••ft,i-"ni M1,·H1l1 C1111ir 1111,u S11ok ':Ii!· CFM' ¥tilt H1 11PM w,111 , .. ,. di w 0 QC Part No. M,dal II•, Liu fH~ :14 115 80/50 :S250 11 o.u n :I¾" :11,li" t~· 21o/11· IIl SU2i'll JHI! sro:sg $23.r 1.1 &T 115 1110/SO 111180 7 o: ('It'.• 41Viv ~'Al w;Al 23. 7 1.1 lf! 115 tl0/50 3100 14 O,IG 311 "' ,. 41v,. 11,i, 41!. rix ~ :ia:oo Hiil l.l 11:5 CI0/50 3100 15 0.18 42 4 I 1/19 4 11/,w II,~ (\.fa C1S5 39.00 1.3 hs ltl! II Im Pi 0.1 411 l:Y. , .... 2 6"AI 02824~ MR:.!H:S SClS& M.7$ '2.1 lJ~ t. ~ II""•• ll''V11 4 6 020174 TN3A2 5Cl57 127.40 5.4 HS .o. iB _!!!_,DJn 3'1!1 "9111,n 020188 Cl.21.2 -4CS47 103.llO ea.oo 6.U . 1•1 ln·(rtQ 1lr on IQ Ht poy,·ct (tl PSII. = Prl!ft!rrr.d ~pooch JntGrfONnco L,n/el. ~• ~•ur, ~· urlht• ,ound pna'-'uru l•••h an Ina 500. 1000. ~nd 2000 H~ oota•a b•nd1. Ill tiiro1101n 0Qulv1le111 ora UL Ll•t111i:. . __ .,.,_ I -•R / •• 07/07/99 06:30 '0920 623 3780 LYCO MFG i4J005/006 • ···--=:::-· ·-··-····--·-·-··· AXIAL 1FAN ACCEliSORIES Cord Sett, '[ype SPT-1, tw0-cond11ctor, 18 and mectUL l/4" plug tJauge tes.L for addect AWG, 24" lr>t11.cord 1cl pl11gt lnlo ter1nl· prot1etlo11:. Counter11unk 01011ntln1 holes. • pal1 or all terminal base rans; For use Wlibs~11cllhigh impact. Fan•! brand. : ,11th 11:iV or 230V, 80 ffz. _power, UL Plastic F .• .:, G"«tda with M-.. 1• flllffr. Con-CorliponanL Reco11nlzod, Ille No. Ell8750, •ff ~ "" ,\vailable l11c!lvidually or in bulk pack or si1t1 of f11~ ~uard, filter-media, and rel.\111· 100. ,Fan-S bl't\nd. er. Cuar:q and retainer on. l', made o.f Wir• F•n Guards, wire (ormed g1u,rds flt UL Lisle~, 94•VO matcrlal. Pll)'Urcthano -all standard ·3t,1,1 41 v,., CJ, and ·10--rans. roam mc1· In Riter has 30 p111•111/inc:h «i Jfo:kel .chrome pl,tad. Guards c:omplY ren,ova d al and contamlnatl•\JI parLlcle!\. with UL, CSA., and VOE requirements. Media ia ,111shable wllh n mild i.oap sulu-Fan-S brand. lion, Snap,-otr retainer allows rnedia lo be Plastic Fan Gv•!'da. Flt au 3•A and 4."I••· cleaned or rcpl11ced wllhou: disturbin£ rans, Made from UL L11t1d 9+-VO m-atarl11 ran 111ndS Fan-S brand. Ill,,. . ... ,.. .,, .. n•:· ... ,.c·o· p';J'ET· '· '. .1.):,1,,, .. ..i .,,·· ·, .,. Lil···. ..,::!.~},:·.·.I,. ;;F ,.. A l • ~ • .. ' 'i~·-. r: · -r •ic•··~-. ...1 .... •rr ... ~ • "''· ··~ •• ~. ··• ·-:~ .... · '·'. c ... : .... I!." .j, ·•;~11-s ···'· . M•tc•IH ·H-1 : llask n,1, Dc .. rlpllH Lw ... l~ Pawl! IHHI Mdtl . la. 1111 hO WI, hi• $et 1•· 11~ at z:iov. 40 HI D'IIIO-M 41:5'2 n.oo ~I. 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SUP11LY CORDS _____ ..,..... ______ ...,.... _________ _ SEE' WARRANTY INFORMJ4TION ON PACW OPPOSITE INSIDE BACK COVER I(' a\\a¼t., .. -----CAUAWAY GOLF BAIL COMPANY~ \lJ GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 Max Machinery 1420 Healdsburg Avenue Healdsburg, CA 95448 Attention: Paul Hock RE: Urethane Dispense System Via Fax: (707) 433-0571 Callaway Purchase Order No.: 4500009327 Dear Mr. Hock: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in-the manufacture of the piece of equipment which you designed., built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008:-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SuBSIDIARIES: C!iruWAY GoLF SAi.ES CoMPANY. C!iuAWNf GoLF BALL CoMPANY. CALLAWNf GoLF (UK) LlMrrED • C!iruw& GoLF (GERMANY) GMbH • CALLAWAY GoLF'TRADING GMbH DMSION: C!iruW&GoLFINI'ERNATIONAL '~ JUI -25' 99fPRI) 15:32 MAX MACHINERY INC. TEL:7074330571 ~ •M8X PRECISION FLOW METERING AND URETHANE PROCESSING SYSTEMS • • June28t 1999 Mr. Pete Lantz Facilities Manager canaway Golf Ball Company 2180 Rutherford Road Carlsbad CA 92008-8815 Re: Urethane Processing Systems purchased on your P.O. number 4500009327 Dear Mr. Lantz: Fax:760-804-4001 UL listed or recognized and CE marked components were used wherever possible in the manufacture of your machines. However, custom made or proprietary electronic items and "one off'' electronic devices are not UL Listed. Regards, Paul Hock Marketing Manager P. 001 MAX MACHINERY, INC. • 1420 HEALD§j:JURG AVENUE • HEALDSBURG1 CALIFORNIA 95448-3298 (107j 43i:7281 • FACSIMILE (707) 433-0571 • • • • • • xf~t//JS~ t 11 t,~~9-'17 ~ ai.. al4:t.u ---'---------'-~. CALlAWAY GOLF BALL COMPANY~ ~ GOLF "' ASubsidiaryofCallawayGolfCompany. July 23, i999 M~ccaniche Moderne Corso Sempione 51 I-21052 Busto Arsizio Italy Attention: Adriano Broglia RE: 72" Drop/Slab Mill Via Fax: 9-0ll-39-331-632452 Callaway Purchase Order No.: 4500009309 Dear Adriano Broglia: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue wlth the City of Carlsbad Building Department. We have purchased the above equipment fr.om yoll! organization. As stated in the Callaway Golf Ball Company capital equipment specificatio11, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used.in the manufactl,Ire of the piece of equipment which you designed, built and delivered for'the us~ of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors . The City of Carlsbad Building Department has.requested a letter from :our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on yo~rhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Facilities Manager Callaway Golf Ball Company- 2180 Rutherford Road. Carlsbad, CA 92008-8815 ' • 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 '--------------,----~-------=---------~~---------' StmsJDL.\RIES:.CALL,IVAYyOLFS,ILES COMPANY• CALL\IV.,Y Golf BAU. C011PA.W • CAU.AWI« GoLF (UK) i.JMITED • <::AlLlwt« GoLF (GERMANY) G)tbH • C.-IUAIVAYGoLFTRAD~G GMbH DMSJON: C-\UAWt« GoLF 1',TERNAT!ONAL • ~ MECCANICNE MODE-RN-E -~~6~~;;EM~o~k:-$-~-~P:o~.s-ox~~~------_----------- , '21052 BUSfd ARSIZIO ·ITALY I : TELEFAX +39 0331 626491' I 632452 ·1.:r:EbEPHONE -+39 0331 629145 / 628150 / 624356 E.,mail :,inf@meccanicbemoderne.it , , ': Meccani9he,Moderne Societa per Azioni •. Sedel:egale: ·corsci-Sempione; 51 " 21052 Busto Arsizio· · , · Capitale Sociale Lit 2.000.000.000 interamente·versato -~ r Registro delle /mprese·di Varese (VA 026-15176)'' i - · COD. FISCALE 00937440154-PART. IVA01359160122 -- ---------~------~--~-------------- Our ref: UTGO / 193 / 99 /PFS/ av I CALLAWAY GOLF BALL co~ 2180 Rutherford Road CARLSIJAD, CA 92008-8815 LU.S.A. Busto A., July 1, 1999 Attention Mr. Pete Lantz, Facilities Manager • • • RE: Your Purchase Order No. 4500009309 Dear Mr. Lantz: Complying with your letter dd. June 23, 1999 we have pleasure in sending you enclosed herewith the information you have requested which is being anticipated via fax. Assuring you of our best attention at all times. Sincerely yours, :::Re~RNE Sacleta per Azioni P-~ Encs. 2 7 _J • • • • • • \: MECCANIC~~- -----MODERNE S.p.A Corso Sempione, 51 21052 Busto Arsizio (VA) Tel. 0331.628150 / 629145 Fax 0331.626491 / 632452 E-MAIL: inf@meccanichemodeme.it DECLARATION OF MANUFACTURER Messrs.: MECCANICHE MODERNE S.p.A. Corso Sempione , 51 21052 BUSTO ARSIZIO (VA) DECLARES THAT THE MACHINE: description: Stock Blender type: sew 1800 serial number: 3554 • has been manufactured to be assembled with other equipments to make up a line considered by the directives of98/37/CE; • is in compliance with the provisions of the directives 98/37/CE "machines directive" • is in compliance with the provisions of the following additional directives: EEC 73/23 "low tension directive" and subsequent amendments (ECC 93/68 directive); EEC 89/336 e ECC 92/31 "electromagnetic compatibility", and subsequent amendments (EEC 93/68 directive) • the following rules have also been applied: EN 292-1 safety of equipment -Basic concepts: general principles of design EN 292-2 safety of equipment -Basic concepts: general principles of design EN 60204-1 electrical equipment of machines The Manufacturer also declares that: it is not allowed to run the equipment as long as the machine, of which it will be part and of which it will be a component, has been identified and its conformity to provisions of the directive ECC 89/392 and subsequent amendments has been declared . Busto Arsizio, June 30, 1999 • • • MECCANICH~_ -----MODERNE S.p.A Corso Sempione, 51 21052 Busto Arsizio (VA) Tel. 0331.628150 / 629145 Fax 0331.626491 / 632452 E-MAIL: inf@meccanichemoderne.it Messrs.: DECLARATION OF MANUFACTURER MECCANICHE MODERNE S.p.A. Corso Sempione, 51 21052 BUSTO ARSIZIO (VA) DECLARES THAT TilKMACHINE: description: Two-roll mills for rubber type: DUPLOCOM d.600xl 800 serial number: 3553 • has been manufactured to be assembled with other equipments to make up a line considered by the directives of98/37/CE; • is in compliance with the provisions of the directives 98/37/CE "machines directive" • is in compliance with the provisions of the following additional directives: EEC 73/23 "low tension directive" and subsequent amendments (ECC 93/68 directive); EEC 89/336 e ECC 92/31 "electromagnetic compatibility", and subsequent amendments (EEC 93/68 directive) • the following rules have also been applied: EN 292-1 safety of equipment -Basic concepts: general principles of design EN 292-2 safety of equipment -Basic concepts: general principles of design EN 60204-1 .electrical equipment of machines The Manufacturer also declares that: it is not allowed to run the equipment as long as the machine, of which it will be part and of which it will be a component, has been identified and its conformity to provisions of the directive ECC 89/392 and subsequent amendments has been declared. • Busto Arsizio, June 30, 1999 • /C" a\~.I.' -----CALLAWAY GOLF BAIL COMPANY-------. ~ GOLF ~ ASubsicliaryofCallawayGolfCompany July 23, 1999 Nissei America, Inc. 1480 N. Hancock Street Anaheim, CA 92807 Attention: Rich McGranahan RE: Injection Molding Presses Callaway P.O.: 4500014851 Dear Mr. McGranahan: Via Fax: (714) 693-7777 Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUB~IDIARIES: C/llll,.WKf GoLF SALE.5 CoMPANY • C/IJll,.WKf GoLF BAIL CoMPANY • C/ill.AWKf GOLF (UK) 1IMrrED • C/ill.AWAY GoLF (GERMANY) GMbH • C/llll,.WKt GoLFT'RAoING GMbH DMSION: C/llll,.WKf GOLF lNTERNATIONAL ,.~ •. ' .. 6/24/99 09: 28 FAX 714 693 7777 NESSEI AMERICA ------.. ---. -·----- • •• • NISSEI AMERICA, INC. June 161 1999 ~Jlaway Goif Ball Company 2180 Rutherford RD. CSrlsbad, CA 92008-8815 Attn: Mr. Henry Fellpe Re Nlssei Vertical lnjflctfon Molding Machfne5 Model: TD150-38ASE SIN: TD15T007-T15T018 Purpose: To provtde detailed information of electricallelectronio equipment appartus, or ~ems supplied as part of lndustJiaJ machinery that will promote safety to life and property. Local Authority: City of Carlsbad, CA. We are a distributor fOr Nissei Plasttc Industrial Co., LTD based in Japan. Nissei Plastic its the largest manufacturer Of Injection molding machines in the world, manuracturing roughly 3800 maehlnes a year. Out of this number 25% comes to the USA. Today we have approximately 12.000-15,000 machines in production in the U.S.A. It is understood that ENerf location requirements are not the seme1 but Nlssei America, INC. has not had any trouble here In USA. It is difficult even With one UL approval to satisfy all locations. Some areas 1001< for their own city inspections along with a UL Listing. It is also difficult, aoo not needed, to get a UL listing mainly because this machinery Is not considered portable. N!Ssei Injection Molding Maohlne,y uses all UL approved canponents Wherever these compona,ts are available and this machinery also complies to th,e requirements of NFPA 70 and NFPA79. I am the representative fOr this firm so if you have any questions ·feel free to call me anytime. Rich McGranahan Sain Manag« Ni&Hi America, INC. RMlbh 1480 North Hancock ~t, Anaheim, California 92807 • TEL: (714) 693-30!:lO • FAX: (714) 693-7777 ~001 ,r"~ • -----CAIIAWAYGOLFBAILCOMPANY___, \Li GOLF '(/) ASW>idi,,yofc,JJ,w,yGalfComp,ny July 23, 1999 Roto Finish 1600 Douglas Avenue Kalamazoo, MI 49007 Attention: Jim Beimer RE: Spiratron Via Fax: (616) 345-1710 Callaway Purchase Order No.: 4500015998 Dear Mr. Beimer: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department.has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Sincerely yours, Jdt#.c~~ Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road • Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CALLAwAYGoLF SALEs CoMPANY. CAli..AWAY GoLF BALL CoMPANY. CALLAWAY GOLF (UK) LIMITED. CAil.AwAYGoLF (GERMANY) GMbH. CALLAWAY GoLFThADING GMbH DMSION: CALLAWAY GoLF INrERNATIONAL , . ...,.. .. _., JUN-29-99 01 ::32 PM HAMMOND ROTO FINISH 34!5 1710 • • • June 29, 199!~ CALLAWA1 GOLF BALL COMPANY 2180 Rutherfc>rd Road Carlsbad, CA 92008-881.5 Att: Mr. Pe1:e Lantz Facilii:ies Manager Re: Callaway P.O. 4500015998 Dear Mr~ Lan1;z , 1600 Oouglas Avanue Kalamazoo, Michigan 49007·1690 Telephone: 616-327-7071 Fax: 818-345-1710 All el~ctric1d, electronic and applicable plumbing c:omponents used ~n the manufucture of the equipment designed, built and delivered for u~e by ci,11away Golt' Ball Co1').pany, are UL approved • Should you need any further clarifications, please, feel frcie to eall. B~st Regards, ~~-l~-~-- Jim Beimer Applications ~ngineer MASS FINl~1CESSES EQUIPMENT: (;plriitron<1 • Roto-Maic-> • Muhl•Pass • Vib'Pauon1• • Spara1n:111 • Rolu Brilll"¢0MPOUNDS / P.01 I(' ~.U -----CALLAWAY GOLF BAIL COMPANY___, ~ GOLF U" ASubsidiaryofCallawayGolfCompany July 23, 1999 Sanova-Seymour USA 4225 SW Kirklawn Topeka, KS 66609 Attention: Terry Aames RE: GolfBall Washers Via Fax: (785) 266-0812 Callaway P.O.: 45000115447 and 4500012771 Dear Mr. Aames: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Sincerely yours, 11!t!,~ Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CAil.AWNl GoLF SALEs CoMPANY. CAJJ..Awf/l GOLF BAIL COMPANY. Cm.AWAY Gm.F (UK) LIMm:o • CAil.AWNl GoLF (GERMANY) GMbH • CAil.AWNl GoLFTRAolNG GMbH DMSJON: CAUAWfll GOLF INrERNATIONAL I . 1 • • • July 2, 1999 Pete Lantz Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 Dear Pete, Thank you for your letter of June 23, 1999 regarding the Sanovo -Seymour golf ball washer purchased by Callaway Golf . We have reviewed your request with our engineering department and received their advisement that the component parts used to manufacture the golf ball washer are UL listed. Please advise of additional information or documentation we may provide. Best regards, SANOVO -SEYMOUR USA, INC. 1¥4~ Terry Ames President SAfCM>.SEYMOlJl USA, INC. 4225 S. W. KIRKLAWN TOPEKA, KS U.S.A. 66609 PHONE: (785) 266-5511 FAX: (785) 266-0812 If" a~.,_. -----CAILAWAY GOLF BAIL COMPANY~ ~ GOLF "'" ASubsidiaryofCallawayGolfCompany July 23, 1999 Security Defence System Corporation 139 Chestnut Street Nutley, NJ 07110 Attention: Gary Korkala Via Fax: (973) 235-0132 RE: Core Gauging Systems and X-Ray Imaging Systems Callaway Purchase Order No.: 4500015283 and 4500013918 Dear Mr. Korkala: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIES: CAILAW/rf GoLF SALES CoMPANY • CAf.LAWNf GoLF BAIL CoMPANY • CAf.LAWNi GoLF (UK) 1IMrrED • CAf.LAWAY GoLF (GERMANY) GMbH • CAILAW/rf GoLF'fRADING GMbH DMSION: CAILAW/rf GOLF INTERNATIONAL -I •f P • I ___ -___ • ___ ! _________ _ • • §ecurity Defen!ie §y!item!i Corp. 160 ParkAvenue Nutley, New Jersey 07110°0243 28 June 1999 Pete Lantz Callaway Golf Ball Company 2180 Rutherford Boulevard Carlsbad, CA 92008-8815 Ref: Purchase Order Nbrs. 4500015283/450013918 Dear Mr. Lantz, Please allow this to confirm receipt of your letter of23 June 1999 relative to our conformance to provide UL listed or CE mark systems or components in the equipment supplied against the above referenced purchase orders. To the best of my knowledge we are in compliance and the components provided by sub- contractors are UL listed. In the case of the image intensifier I believe it also carries a CE mark as it was manufactured in France. If you require any additional information please don't hesitate to contact me . .... .. ... .. Tel: 973-235-0606 Internet: www.securitydefense.com Fax: 973-235-0132 tr' alla!u.t.u -----CALIAWAY GOLF BALL COMPANY----, '1,1 GOLF U-, ASubsidiaryofCallawayGolfCompany July 23, 1999 Systech 7 Cedar Brook Drive Cranbury, NJ 08512 Attention: Karen Timpe RE: TIPS Sentri SVS1-830-A6XX Via Fax: (609) 395-0064 Callaway Purchase Order No.: 4500015804 Dear Ms. Timpe: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. -J;Jis,_AWJll~-- Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIAR!ES: CAllAWP/l GoLF SALES CoMPANY • CAllAWP/l GoLF BAIL CoMPANY • CAllAWAY GoLF (UK) L!MrrED • CAllAWPll GOLF (GERMANY) GMbH • CAilAWPll GoLFThAolNG GMbH DMSION: CAllAWP/l GoLF INIBRNKTIONAL • • • June 29, 1999 Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 Attn: Pete Lantz Re: TIPS® ATRIX II CE Ma'rking iiiiSYSTECH We put technology on the line:M Callaway Purchase Order No.: 4500015804 Dear : Mr. Lantz P-2614 In response to your letter addressed to Ms. Karen Timpe of SYSTECH regarding the requirement of equipment being UL listed or bear the CE Mark. TIPS® ATRIX II Electronic Switching Unit (ESU), which is the main processing unit of the system, does bear the CE mark. The ESU chassis houses the central processing unit, the system memory, 1/0 modules, and the power supplies. The TIPS® ATRIX II ESU has been tested to the limits and methods of EN50082-1: 1992, EN55022, and EN60950. All CE testing for SYSTECH products has been conducted by an independent testing agency . The CE marking for the ATRIX 11 ESU can be -located on the on the inside, bottom edge of the small access cover on the ESU system. Please refer to the ATRIX Hardware manual for assistance in locating the access covers. If you should require any additional information regarding this matter, you may contact me directly at 609 395-8400 ext. 502. Douglas T. ~ ed an Customer Support Manager SYSTECH Solutions 7 Cedar Brook Drive Cranbury, NJ 08512 Cc: Ms. Karen Timpe ·i .. -•• t; : .. : ' -~ ., . I• 3001 Eastpark Boulevard•Cranbury,New Jersey 08512 • 1.800.TIPS. l 23 /('~,I•' -----CAILAWAYGOLFBAI.LCOMPANY~ '1..,1 GOLF "" ASubsidiaryofCallawayGolfCompany July 23, 1999 Tekno 1 Wall Street Cave City, KY 42127 Attention: David O'Nions Via Fax: (502) 773-4180 RE: Molding Automation Systems and X-Y Dispense Systems Callaway Purchase Order No.: 45000110397 and 4500013655 Dear Mr. O'Nions: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBs!DIARIE.5: CAI.LAWN/ GoLF SALES CoMPANY • CAI.LAW& GoLF BAIL CoMPANY • CAI.LAWN! GoLF (UK) L1MrrEo • CAI.LAW& GoLF {GERMANY) G111bH • CAI.LAW& GOLF TRADING G111bH DMSION: CAI.LAWN! GoLF lNrERNATIONAL • • A Technostructure Company Callaway Golf Ball Company Attn: Pete Lantz, Facilities Manager 2180 Rutherford Road Carlsbad, CA 9200808815 1 Wall Street, P.O . .Box 426 Cave City, Kentucky 42127 RE: Molding Automation Systems and X-Y Dispense Systems Callaway Purchase Order No.: 45000110397 and 450000136555 (Your ltr. dtd. July, 23 1999) Phone: (502) 773-4181 Fdx: (502) 773-4180 2July 1999 In response to your request, we have reconciled the electrical/electronic parts list for the CB 4 Molding Automation Systems to ensure that UL listed or CE marked components were used .. The electrical and electronic devices in the material handling portion of the CB 4 Molding Automation Systems, sold to Callaway Golf Ball Company, were those devices specified and/or approved by Callaway Golf Ball Company and are listed by either UL or CE for use in the applied manner. · • main 9ontrol panels and components • .· operator stations and components • operator interface panels and components • remote 1/0 enclosures and components • input sensors and devices f ,. Wisconsin Oven has provided two letters ( attached) concerning UL listing of the electrical/electronic and gas train components used in the construction of the CB 4 Molding Automation Systems' Preheat and Curing Ovens. Tekno did not supply the Dispense System. As a Valued customer, your business is greatly appreciated. If you need additional information or if we can be of further assistance, please let us know. ~ =--.:.-_, David Q'Niens-· · -· . • Vice Presid~nt, ·Operati~ns · cc. G. Marshall (Callaway) P. Logsdon (Tekno) S. Spear (Tekno) B. Gray (Tekno) ·G. Campbell (Tekno) ··---· --· -~------------------------- --. . Post.ftr) Fax Note 7672 ,,~ Re<v-'rof'-4<• ll>.!1,-·NO-.O-!P-ag-es_'-:J _____ l_T_od_ay-'sD-at-~-'-f' -,r'--l'"Aft-~/-Tim_e ______ _ , t 1s-~P.,. .. 1.._~s...~W&!o \':J:/ ,:::1 { f '-1~ f --.__.., --------·--·-------------~~----·--~t--_,_ __ , ________ : l1° \1oL.L ... ( \ JNOCO !From 'PAv,o ON,ONS !Company -·a \..\..A.~tw 00-~ ·1_co_mp_any_·_-...::..\B=1'-"-·~~-0--,---,------· j Location ! Location ! Dept. Charge I I l ___________ l jfax#-,_~-fo~ ... 400 '-!Telephone# JFax# fTelep~ .. 111_b2\s=.__ __ II Comments ,, o_rtgin~I. ·o Destroy D Return D Call for pickup . ! D1spos1t1on: ___ f ! --------·--·--·-···----~--i I ---.t:\tt.~:cn c,ccuo1t.r,t 1\t Lin·a --- • • ,. ~/~ ,. .) ,.., • • • 05/25/1999 14:24 4145429852 WIS OVEN PAGE 01 '· .. , WISCONSIN OVEN PAX llO: (502) 773-4180 TO: A'l.W: June 25, 1999 Tekno Inc. Mr. Bruce Gray llullber o~ pagea 1,, including this cover •beet. Dear Bruce, ' _., \\'i~cnn~in Ovt>n C,,rpnrati,,n 2675 Main Str~l!t P.O. Box Mi] Ea.•t Tr,w, \\'I 5}t:Z() USA 41-f,(ifl,}938 fAX: 414, ,<>3--40Jf! A_ll control cabinets for the Callaway prqject, CMO5340-51, -ere UL approved. All components used were UL and the entire cabinet was app~oved by a local UL shop. There will be a label inside each control panel reflecting this. If 1ou should h~v~ ~ny q~~atiQns or comments, please do not hes tate to contact us. Sincerely, i-t.. • • 1, ..... ·-·~ -; •••• i.: ••• : ............ .. • • • 05/30/1999 1!:l: 45 4146429852 WISCONSIN OV-EN PAX NO: (502) 773-4180 DA.fl= June 30, 1999 Teicno Inc. Mr. Bruce Gray Wl!::i UVl:.N ' -~ PAbl:. til \\'i,1~,..,~in-Ovvn C11rr1lr;tiun 1671 Mo1in Str.:cr P.O. Box S,l E:iM Tr\>\". Wl j 3120 L'SA 4 H-642, l9 38 FAX: 414-l6l-40ltl NWlber of pages 1, including this cover sheet • . . oear Bruce, All gas train components for the Callaway project, CM05340- 51, were UL listed except for the burner, which carries no listing by itself. All gas trains follow NFPA standardsA We 4o not have the gas trains UL approved, we utilize UL co•ponentl&i. It you should have any questions or CO!lllllents, please do not hesitat~ to contact us • sincerely, n Corporation Quali1, lnJu,tn.,l ii ... ,, t> ..... ··~ .. , .. I,,"'"''"'"'"' .. " tr'~)'.' -----CALLAWAY GOLF BALL Co:tVIPANY-~ GOLF U" A Subsidiary of Callaway Golf Company July 23, 1999 Tisma Machinery Corporation 1099 Estes Avenue Elk Grove, Illinois 60007 Attention: Pete Butler RE: Golf Ball Packaging Machine Via Fax: (847) 427-9550 Callaway Purchase Order No.: 4500020641 Dear Mr. Butler: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the ·use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that ut listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. Sincerely yours, .j~~-- Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804--4000 • FAX: (760) 804--4001 SUBSIDIARIF.I: CAu./\WAYGoLF SALES COMPANY• CAUAWAYGOLF BAIL CoMPANY • CALLAWAY GoLF (UK) L1Mm:D • CALLAWAY GoLF (GEfu\1ANY) GMbH • CALLAWAY GoLFThADING GMbH DMSION: CALLAWAY GoLF INrERNATIONAL ~-JUt O? 99 09:32a 415..,.435-2995 p.2 1, • • --• Petehmtz ·· Callaway Golf Ball Company 228'5 bdretford Ave. - catlsbad, California 92008-8815 Dear Pete, ~~.~~ II'" AIITQMATl¢N July 2, 1999 Thank you .for your Fax of July 1 •, regarding Ttsma Machinery UL and CE construction features. I write as requested, to provide assurance to aU interested parties ... and specifically the folks within the City of Carlsbad Brdldrng-Dq,arbne11t ~; ;. that Tl~ma Marihtnery has . incorpo~ed all relevant UL Listed and CE ~ed components within the 4;onstruotion of our packaging sy~em, destined for Callaway GolfBall Company/Carlsbad. At present, I do not have support ·:mailuals to share ... however ... I have attached a copy ofoar'l'Jsma~ader,workorder,to reflect complete use of Callaway Golf Ball specified ~'UL listed" eomponents, Under separate co~, I will arrange shipment of manuals that will indeed document such details .as requested within. your text. The machinery also will incorporate all relevant labc:led compon~ts, where possible, for any verification/'mspcction by interested parties. Please feel free to call u.pon me regardjug any questions, and/or, any specific detail you may further require. · /~·-:-gutds, . /0- ,~/ ~:~"7' PetcButler ma Mar:hirpf,Corp. I &m1"rancisc:o ·-(;JJ'SJ 4Si 2995 Tbm~ M-111c:hlnery Corpor11tlon 10'1-Y t:5tts Av•nu~, Elk Grove Village, Illinois, U.S.A. 60007 T +1 847 427 9525 F +1 847 427 9.550 www,ipsautom!ltlon,c:om 1W •• • • Jul 0~ 99 09:33a Pierce w. Bu~le~ 415-435-2995 '? • . ..... •-:---..... ---·--... ·--· ·-....... , TISMA MACHINERY CORPORATION OISRIIUTION PM IIMG,. tNG ktM<ifROD/VIC -···, {No. 1597 ...... _, ..,.._. __ ] liLiC FRAME tA1tTOlf.$ECT10N CARTON MACIAZIHE IIU)"f Air'( Fll!DER CA~10NCONWTDR 1:IIWN LIIIIGM • Cit' STATlotS CODEDAT&:R OlU.UfllT J!:""'°O!GB R.H. I Wtfdfd IUDUMrStaffl111N _., f''"ffoor°" ..... ca 12'', Niclwf plated ftMte. 4spllndle, ll''C.C 240" Total ~lft Lllllgt.h, eo StltloM NoM wA lfnlllhl Tuol( PROD VI.ADO/ MIKE B, ftU"eM PHll $ALl!S PnrntllYiJOr C, $bY!Ct?. 0,uiltN .. ,, CARTON (;LOSING DISCHARGe .FUNNE. TRACK PRODUCTt~~ I.VI~ DI$~ with conliloltod 11Jda'!'ffl gutff betting 31" C-C, 120" Total Chait\ &.entt.h, lO Sllltlont 5flT9 INlll -lllltOr (ril'ffd it~ to Wff f'..-d 5,....111 p!Vllli~ b,Y AulOINIIM f__,, Four lndMdMal f"4 hoppers wllh untque ball numborl. ~011•r . wfll ~ HtatJllovr ~ numbertd slHna. Bllldor5hp .TIID S:S:TRIC,tl. IN•MA ,~com"°"''*.... _ . POWER MGUIREIIIEHl'S EMCloiUM P.LC. aov, Jptt, eotb: , ·ll1•mhitl*Wtlto 11ov Sw-.s Steel NIMA 12, uhty dbiconnec:t, u,loclc, lffumlnatw in&erior Altffl Dr•dl-, 5/0Y, IIKiroceln IIICIO. /' .... OPERATOR INTERFACE SP&li0 CC)MTADL Allett lltDdf4ty Panetvlewl001 fflOUffllld on swing arm Alltll lindlar 1:JlS IIOTeS: a.a~ eeop,1 · Mafd ctuit.er IUllfiedatl Ei.t;trimUManufactuririiJ 1 $OltllDld Valvw$ "'* tle·AICO, RfaROl:ft.,·or """1_~$.-0'< ·-:: i•.: •• · '" · lhcltful f f'~-11Hff t9 w.ttity S Wht. l1t -tlee,,•, • '• l!lnlridl 3 UL11eted com,oMntl ""'uglioul. . . . , . .. . ... · ·· .... Sectrietl• S..~ s.ction D of c.111-.y Padtltlr,g tiftf Spac.. and SecVon,11,c, Ind 7,0 c,f C.llawlr PMl!at1111 1.1111:1 $pee, for Electtlcal s,.clfleallan. 11:lectrlcal 5 Alt~.•~, ,.iay1, IIUilona meui • Alten 81"1C11e, or Squanr o. El~IIMKhinlcat • ~ sywtem ~ w 11•11 chtln,eover, ~cal 7 "-)tct mect*111m must reJkt enU~ fO\lt •lee.~• Ht If 1nyi on, ltetv• it to I» ,eject,td, ·1111cnantca1 1 Bnrtnp must lie 91(1! or ,-'111,, Gett drivn mlllt lie Ctinee , Monn:, vf' li11NMll'lff, M,ellantcaf I lfllacttlneto --ffll{IUGI jog handWheel. Mecha11I01111 ,..nufeCIUrfnt 10 ~~~ wa• *"'I>~ must be:ucea to drain llnn end fitters. ~leaU 11k11~ t1 Alrtl...m-1111 .. t lllltCAL.OSHA approwod. ~11 Mln.,._c:turlnt1 12 P~ •nd luwlo.clon dtagta1M reqllil'ad. MechanlClll -11rt11fdlrlftt 1:t ~aka Flllffll-~ltl&N/ 1.itlHl.-Ors must lie Par••r. Machanlc:all MlnufKturlna 14 Air Cyllndtn m.-be Parbf or PtlD, Mllnufa~na 11 ~ti PII~ "'""*-'° M IINt,-.tl wl\h ..,_ ....... "' pr~ afttl nnl•h e~ with Sbtf'Mn WIiiiams Fl3S1 mint. CARtONSfa .,~- SPKO "-':.......i....__...:1:;,::•iffl=:.:::•..:;•.im=::.2;::.;• •:.·1;.;ln:::2:............i~--~1Mr:.:=.-=DYlll=::::.:~::...-~.._--Golf....,.,_1;..111.__-'---•---...... ___ ff ...... cllffl.__ ····- • t I ~ p.3 . i • •• ********************************************U****************************************************** * . l ' * )IQ 3/\I 303H £ ., ,l9 966G 9£17 9 t v Wl3 99: 80 GO~ 1nr * •-------------------------------------* * da iw 3lON 3dAl S3Dljd ·3Wll XH H3GN3S lHljlS 31130 * . * . * . * 3/\I303H •. * • * Wl3 99: 80 IH~ 66-cO-lOf -------. ~ * * lHOd3H NOlLQljSNl;JH.L * * w 'd . . * ************************************************************************************************'*n* I(' a\la~.I•' ----~CAUAWAY GOLF BAIL COMPANY----. \Li GOLF "" ASubsidiaryofCallawayGolfCompany July 23, 1999 VMI Americas, Inc. 4485 Allen Road Stow, OH 44224 Attention: Rich Eberly Via Fax: (330) 929-7254 RE: Cooling Conveyors, Wind Up, Stock Slitting, Extruder Let Off, Slab Roll and Strip Reel Equipment Callaway P.O.'s: 4500014146, 4500017716, and 4500()18531 Dear Mr. Eberly: Callaway Golf Ball Company would like to ask you to take a few minutes of your valuable time to help us resolve an issue with the City of Carlsbad Building Department. We have purchased the above equipment from your organization. As stated in the Callaway Golf Ball Company capital equipment specification, all electrical, electronic and applicable plumbing components, i.e., natural gas components, used in the manufacture of the piece of equipment which you designed, built and delivered for the use of Callaway Golf Ball Company manufacturing facility, must be UL listed or bear the CE mark. This includes components used in your equipment from subcontractors. The City of Carlsbad Building Department has requested a letter from our equipment manufacturers stating that UL listed or CE marked components were used in the design and manufacture of their machinery. This information will be supported by the equipment manuals, which you have provided. Please direct this correspondence on your letterhead directly to me. Your response will be appreciated no later than July 6, 1999. If you have a question, please contact me at (760) 804- 4063. Thank you for your timely attention to this request. J;Jii# Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 2285 Rutherford Road• Carlsbad, CA 92008-8815 • Telephone: (760) 804-4000 • FAX: (760) 804-4001 SUBSIDIARIF.S: CAflAWKt GOLF SALES CoMPANY • CAflAWKt GOLF Bm, CoMPANY • CAflAWKt GOLF {UK) L!MrrED • CAflAWAY GoLF (GERMANY) GMbH • C/illAWKt GoLF'TRADJNG GMbH DIVISlON: CAflAWKt GoLF INTERNATIONAL < ' ... • • • ~uly 1, 1999 Mr. Pete Lantz Facilities Manager Callaway Golf Ball Company 2180 Rutherford Road Carlsbad, CA 92008-8815 ' SUBJECT: VMI EQUIPMENT -UL LISTED COMPONENTS REFERENCE: VMI JOB NUMBERS 020414, 020436 AND 020462 4485 ALLEN ROAD STOW, OHIO 44224 (330) 929-6800 TELEFAX: (330) 929-7254 CALLAWAY PURCHASE ORDER NUMBERS 4500014146, 4500017716, 4500018531 Dear Mr. Lantz: Per your letter of June 23, ,1999, we are pleased to confirm that all applicable electrical devices for the referenced items bear the UL Label. Detailed information is contained in the equipment manuals that were provided with the order. We trust to have been of service. Sincerely, Rich Eberly National Accounts Manager Tire & Rubber Machinery RHGE/bjf cc: John Clark -VMI Americas, Inc. Phil Rastok -VMI Americas, Inc .