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2180 RUTHERFORD RD; ; CB983780; Permit
c• City of Carlsbad 01/13/1999 Building Permit Permit No:CB983780 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: · Applicant: 2180 RUTHERFORD RD CBAD ITI Sub Type: 2120702300 Lot#: $250,000.00 Construction Type: Reference #: (3) EQUIPMENT PLATFORMS CALLAWAY GOLF NEW Owner: Status: Applied: Entered By: Appr/lssued: Inspect Area: ISSUED 11/04/1998 JM 01/13/1999 LUIS PERRIE& ASSOCIATES 165 SMOKRISE DRIVE WADSWORTH OH 44218 44218 330 334-1585 CALLAWAY GOLF CO 5299 01/13/99 0001 01 C-PRMT Total Fees: Description BLDG PLAN CHECK BUILDING PMTS STRNG MOTION lnspecto;-2 ,i}izZ FINAL APPROVAL Date: ;/;f<'_r $1,186.53 Fee 744.95 1,146.08 52.50 Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.• You have 90 days from the date this permit-was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otheiwise exnired. CITY OF CARLSBAD 2015 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 02 :.!.187 .. 0C• vtDtefrt ·p~_RMIT,..APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las PaJmas Dr., Carlsbad CA 92009 (760) 438-1161 -"JI'. FOR OFFICE USE O~ PLAN CHECK NO. bg37&() EST. VAL. 7/fCJLJQV Plan Ck. Deposit J ~5-, ~ ~ Validated By _ _,._flb''-+---r-:--+.,.....,.-,..,,.r=,- Date ________ __,~f-fiH--+:t"l--1'--c Address (include Bldg/Suite #) 0 _ ~ _,.,.L~· _ Busi": Name (at this address) -~'c,O ~~~ ~ ~~"'{ ~~U:: Legal Description Lot No. Subdivision Name/Number u~9~~ ii/Q~~,~NW01 ('/f.tal #e,_2units n ~ .................. As_sessor's Parcel # A, Existing Use Proposed Use '-' -MW, 1 -z. -a... -010-~-t0 ~ai-db~-00 ""'S~e-~'-~\'4(.,, M.e::. .. 7:;7°00 Name Address City State/Zip Telephone# ~.,-~~~("~~:; 3dc;C ::_·~ ·;..~ ···i~~:ii'.~~"'.C,&w~~:~-~ :,~,-:~~~~;:r_,{c:~;i; Name Address City S,tate/Zip Telephone # ts,.::..:J~Q!ltl;A~t<iJ:'.~JtQMt>K~XNAME~_-_ .>----"" __ ,, _ "·, ,-__ (Sec. 7031.5 Busines~ and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement thafhe is-licensed pursuant to the provisions o'rthe Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Busin1;1ss and Professions Code] or that h!l is exempt therefrom, and the basis for the alleged _ exemption. Any violation of Section 7031.5 by any applicant for a permit subjects tl;le,applicant to a civiLpenalty of not more than five hundred dollars [$500]). N1~tJ b,c.,(..,,AJ&.&.J,,V~ '311,qeP::S 3.2-1 ~,.., s.. ~AN l)t%,\;) (A '1:u,o t:.tff'-;:J.._Clf-6 '33Q Name Address City State/Zip Telephone# State License # " ~ Y °30 8 License Class·-----~---City Business License # ~ 8 I\ 00 _ Designer Name Address City State/Zip _ Telephone -State License # _________ _ ~-:,;:.l!V.PJIJ(.!:;{{SJ!30IYl~ti1$'~'f.19f,I;,: •. ' ~---' -'". :,-_ "' ' ,,,. ; -.>' '',,: ':.:.~---:/,'.: _::,, ,,:,: ;2:., _),::~ ,,;;,,,72;;;!:t :·,3~>"-s:.,~.:.-::,:,;;z,f}: ·:..·:t::?!>:.-2:L·,;:~ _ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compeni;atio_n as providec:l by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the_ Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: / l Insurance Company {AIS,, Co. DF:Jl'{;.... $'.M-7ic: oF PA Policy No. to~ I $".2.9 Expiration Date p1p9 {THIS SECTION NEED NOT BE COMPLETED IFTHE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS). 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to-become subject to the Workers' Compensation Laws of California. WARNING: Failure secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousan<! dollars ($ 01, • ad~on to the cost of compensation, damages as provided for in Section 3706 of the abo code, _interest and attorney's fees. SIGNATURE,_-4--==----"""-----',.,,,.._____---"'-'=----------------------DATE --:/-'/~.J.~_,__ ____ _ gr:'.:2c>w1.tEJih!iv.1(Q.1;a P1:0:~~A1tcnf . .-': .. _ ·. -_ : ::_, ·_::: ·:: ::·.~---~ :,::::~;;,-;·2:.:::,·~:·.2::._ I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build-or improve for, the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The -Contractor's License Law does not apply to an owner of property who builds or improves thereon, anc:l contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ______ Business and Professions Code for this reai;o,n: 1. I personally plan to pro~ide the major labor and materials for constru9tion of the p;oposed-property improvement. tJ YES ONO 2. I (liave / have natl signed an -application for a building permit for the-proposed work; 3._ I have contracted" with the following person (firm) to provide the proposed construction (include name / address / _phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise-and provide-the major work (include name / address / phone number/ contractors license number)=----------~-------,--------~--------'-~-~---------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of-work): _________________________ ~--------~~----~-----~----~----- PRP.PERTY OWNER SIGNATURE _____________________ _ !QQ,M.i>l'.1at~ttll$,'$~9:i:19i{~9Jf'fi"6/IF/ft$IDEl/:_ilJf.t,ii9\ifp)~~;~ERM!I~;91JiY2~.:4:~f;I;::LJ,:2_:',~':,- ,ls the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES O NO IFANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. !iJ,: . .,,'CQr:!~Tfil.J_Q_T:_19~',L,Ef!P!r:I~ [G~t_,1-:cy " . ;f ,:_ ... ; -.:.·~'· .' .--: ,:~ ': ::.:_.::__ _ ,-,;-----;-,,,cs~"'""'""".,.-"'"'"..,.. I hereby affirm that there is.a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS ~1IL::~,l,1fl;!Q~N.T:,Q.1;,l!T!fl~A:'.FJQN(:,,::'7~.-~.'.,:-,,,.,,,:-,.: __ ,::;, ,:h.,.<-''<:!:-,.,-:.:'.,.;,;_:;;_::,:::;:.,::~_:;:::,_:;: __ =,:;:::=~k,;_;:".~:::,-::,,_::.;,,::.;;_::;,l:;:'',1'=,;;;,;';_=:_,=,=,.~=<::X,:;:;},:;:;;;;;J:;: ____ ::,,"":: __ :;_,;::;5.=,:,:=;__=-~::;,~=.;,,,-=-~=-,_= __ =;-=;--::S:=%,=-;;;:;=;~:::,=c=T=:.';,::;:-::..::;:;:.,._:::;~c:::;_,:::.:;::,:,_,:::<.;::,-;:,,::,,:,1 I certify that I have read the application and state that the above information is correc_t and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby .authorize, representatives of the Cit~ of Carlsbad, to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, -JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the p(ovisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is n t commenced within 365 days from the date at such permit or if the building or work authorized by such permit is suspended or aban<!oned at any time after the is commence , for a period of 180 days (Section 106.4.4 Uniform Building Code). / ! APPLICANT'S SIGNATURE _j_~~fil~~--J~::::::::==:::::::::._:..:__________ DATE , h 3L 9 7 -,+-'-'-7_,__._,r<---------- wH1TE: File Y!:LLOW: Applicant PINK: Finance City of Carlsbad Inspection Request For: 9/7/99 Permit# CB983780 Title: (3) EQUIPMENT PLATFORMS Description: CALLAWAY GOLF Type:ITI Sub Type: Job Address: 2180 RUTHERFORD RD Suite: Lot Location: APPLICANT LUIS PERRIE& ASSOCIATES Owner: CALLAWAY GOLF CO Remarks: Inspector Assignment: TP --- Phone: 0000000000 Inspector:£_ total Time: _________ Requested By: MIKE Entered By: CHRISTINE CD Description Act Comments 19 Final Structural £ ____________ _ 29 Final Plumbing 39 Final Electrical +---- 49 Final Mechanical Inspection History Date Description Act lnsp Comments 9/2/99 12 Steel/Bond Beam NS TP SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street; P.O. Bqx 600627, San Diego, CA 92160, (619) 280-4321 FIBID, INSPECTION REPORT PROJE~ TITLE: 'PROJECT LOCATION: ~CHITECT: GEN. CONTRACTOR: 2/09/99 G .. Pitonyak S.D. #255 2/11/99 G. Pitonyak S.D. #255 2/12/99 G. Pitonyak S.D. #255 DISTRIBUTION: Callaway Golf Ball Facility <, :;?180 Rutherford Road\ Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING ASTM; A36 Steel, A325 High Strength Bolts · Electrode; E7018 (LH) 1/8" dia. · 8CS&.TFILE1'10: I.R.NO: PERMITNO: 98-3424/ 98-3780 PLAN FJLENO: ENGINEER: Loui~ Perry & Associates suBcoNTRACTOR: Whitmore Steel ~Polyurethane Postcure Ovens Platform(s): (permit #98~3780) 41 (Pg 1 of 1) I provided inspection of the following work and welding_: ladders assembled from slab to lower elevation of platform, verified embedment of¾" diameter anchor bolt to be 3 ¼", ladders welded from lower elevation to elevation and toe plate wel~ed at upper elevation; per details on sheet #17044. Above listed work in progress at platform A. -Media tumbling Platform: (permit 98-'3780) I provided inspeqtibn of the -following work and welding:. completion of handrail and toe plate welding, per reference details ori sheet #044. -Polyurethane Postcure Ovens Platform(s): (permit #98-3780) I continued inspection of'the following work and welding: oven assembled into platform A and re-assembly of surrounding structural steel is iri progress. Alterations to CS x 11.5's and WS x 13's framing around oven are pending engineer's approval. Handrail arid toe plate welding is in progress at platform C, per sheet #17044 and RFI #443. -Injection Mold Hopper Platform: (98,.3424) I continued inspection of the following work and Welding: (i.e.) handrail and toe plate at 1,1pper and lower platform elevations, per RFI #443 and sheet #17044. -Injection Mold Hopper. Platform: (98-3424) I inspected the following field welding: (i,e.) handrail and tQe plate welding at upper and lower platform elevations, per RFI #443 and sheet #17044. Welding ·and high strength bolting on this platform is completed. -Polyurethane Postcure Ovens Platform(s): (permit #98-3780) Platform A-I inspected the re-assembly of structural steel framing around the oven. High strength bolts are -being used and tensioned to specifications. · 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 pians, specifications and applicable sections of the .. :governing building laws. (2) Calloway Golf (t) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad REVIEWED BY: G~orge A. Gavit, R.C.E. # 56564 ., _,,) -1· 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: 2/22/99 ·G. Pitonyak S.D. #255 2/23/99 · G. Pitonyak S.D. #255 2/24/99 ,G. Pitonyak S.D.#255 DISTRIBUTION: (2) Calloway Golf Callaway Golf Ball Facility '·'2T80'RlittiefforcrRoacl·, Carlsbad ... ~ ------ Smith Consulting Architects Nielsen Dillingham WELDING H.S. BOLTING SCS&TFILENO: PERMITNO: ENGINEER: SUBCONTRACTO~: ASTM: A36 Steel, A325 High Strength Bolts Electrodes: E7018 (LH) 1/8" dia., E71T-8 .072 dia. -Core Cooling Conveyor Platform: permit #98-3424 9812171 See Below I.RNO: PLAN FILE NO: Loujs Perry & Associates Whitmore Steel 43 (Pg 1 of 2) I provided inspection of the following. field welding: handrail and toe plate at lower platform elevation, per sh~ets #17044 and RFI #443. -Equipment Mixing Mezzanine: permit#98-1681 I inspected the welded connections on framing installed at the 36' 4" elevation, as per revision 2 of drawing 17024 (reference field bulletin #24): (i.e.) from coordinates 1.4 to.1.6 (1) added C8x at line C.9 and (1) added C8x at line C9.1. (1)-Added W8x at line C.8. W1 Ox aqded at line C.8 from 2. 75 to 2.8 with 3x angle brace welded to gusset plate in lieu of (2) A325 H.S. !3olts at the northwest connection. W8x beam added at line C.8· from 2 to 2.25. ·certified welder: Frank Bannister FCAWLimited.3G & 4G by Braun lntertec. -Core Cooling Conveyor Platform: permit #98:.3424 I continued inspection Of the following field welding: handrail and toe plate at upper and lower platform elevation, per sheets #17044 and RFl's #443 & #t,67. Structural engineer ~pproved the following welding revision today: ¼" x 4 toe plate to railing With (1/4" x 2" fillet-at top of post one side & 1/4" x 2" fillet at bottom of post of other side), in lieu of full length bqth sides, reference railing post attachment details sheet #17044 . ...,.Equipment Mixing Mezzanine: p~rmit#98-1681 I continued inspection of added beam~ at the 36'4" elevation, per revision 2 of drawing 17024 (reference field bulletin #24): W16x 30 added at line 2.25 from C.8 to D.2, W8x 13 added at line D.1 from 2.25 to 2.3. Horizontal angle braces fillet welded to connection plate with¼" x 12!' fillet minimum, in lieu of (2) ¾" diameter high strength bolts. I verified the tightening of anchor bolt nuts on six main columns as specified. -Core Cooling Conveyor Platform: permit #98-3424 - I continued inspection .of the following field welding: handrail and toe plate at upper and lower platform elevation, . per sheet #17044, RFI #443 and the structural engineer's approved alternative for handrail to toe plate welding. -Polyurethane Postcure Oven Platform: permit #98-3780 I continued inspection of the following field welding: (platform B) replaced, re-fit and re-welded handrail after · equipment installation at lower platform elevation at line B.25 from 8.75 to 9.1, per approved plans. , (1) Smith Consulting Architects (1) Nielsen Dillingham (1) City of Carlsbad George A. Gavit, R.C.E. # 56564 I ---1 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San DiegQ, CA 9216!), (619) 280-4321 FIELD INSPECTION REPORT PROJ.E;CT TITLE: PROJECT LOCATiON: ARCHITECT: GEN. CONTRACTOR: . 2/25/99 G . .Pitoilyak S.D. #255 2/26/99 G. Pitonyak S.D. #255 DISTRIBUTION: (2) Calloway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&T FiLE NO: PERMITNO: ENGINEER: SUBCONTR4CTOR: ~ore Cooling Conveyor Platform: permit #98-3424 9812171 See Below LR.NO: PLAN FILE NO: Louis Perry & Associates Whitmore Steel 43 (Pg 2 of2) I continued inspection of the field welding at lowerplatform elevation, (i.e.) handrail arid toe plate, per sheet #17044, RFI #443 and the structural engineer. -Polyurethane Postcure Oven Platform: permit #98-3780 I continued inspection of the field fit-up and welding of revised channel connections enclosing oven and upper platform elevation, pending approval. -Polyuretnane Postcure Oven Platfotm:. permit #98-3780 (Platform 8) (Platform 8) continued inspection of the fit-up and welding of revised connections enclosing oven and upper platform elevation, pending approval. I hereby certify that I hc.1ve inspected the above reporte.d 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. BQx 600627, San Diego, CA 9216.0, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: · GEN. CONTRACTOR: 1/1.8/99 G. Pitonyak S.D. #259 1/19/!;19 G. Pitonyak S.D. #255 1/19/99 G. Pitonyak S.D. #255 DISTRIBUTION: . (2) Callaway Golf Callaway Golf Ball Facility t 218.0 Ruth!!rford Road\ Carlsbad ··--·~ SCS&TFILENO: PERMIT-NO:, 9812171 98-3780 I.R.NO: PLAN FILENO: Smith Consulting Architects Nielsen Dillingham ENGINEER: Louis Perry & Associates WELDING H.S. BOLTING EXPANSION ANCHORS , suBCoNTRACToR, Whitmore Steel • ASTM: A36 Steel, A325-N High Strength Bolts (TS) Type Electrode: E7018 (LH) 1/8" dia. 38 (Pg 1 of 4) Polyurethane Postcure Oven Platforms, permit #98-3780. Provided inspection of the following work and welding: .Assembly of lower elevation. Beams in platforms "A", "B" & ·c·, columns erected for lower elevation platform members. Verified embedment of expansion anchors at column .base plates to be 3 ¼". Tensioning of A325-N high strength bolts (TS) type is progressive lower elevation ·of all platforms. Inspected the following field correction~: (i.e.) New connection holes made in columns #52B and 55B and connection plates welded to beams #700 (3) #73C four plates at each beam. WELDING H.S. BOLTING EXPANSION ANCHORS ASTM: A36 Steel, A325-N High Strength Bolts (TS) Type Electrode: E7018 (LH) 1/8" dia. Continued inspection ofthe following work and welding; All columns set to elevation at all platforms, tensioning of A325 H.S. Bolts continued per specifications at lower level of all platforms. At platform "A", new connections platewelded to beam #70D. At platform "B", new beams field fabricated as required to box around existing . column, per note #10/ sheet D38. Certified Welder: Bob Breese, Pipe GG#573-0408473 Platform Northwest of Injection Mold Hopper Platform At owners request, inspected assembly of listed platform. (3/4") diameter x 4 ½" expansion anchors used at column base plates. Note: Total (4) columns Wx24 at corners of line(s) "2" and "7" rotated 90° from location specified on detail "H". $ame detail calls for C • .).P; welded moment connection and ¾" diameter A325-F H.S. Bolts at these locations. Informed sub-contractor that all changes to approved plan will require the structural engineer's approval. Sub-contractor pians to have approved revisions in hand 1-20-99. Connections currently assembled with bolts of unknown strength and soft washer and nut. · · (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 R}:PORT PROJECT TITLE: PROJECT LOCATION:: ARCHITECT: GEN, C0)'ITRACTOR: 1'/20/99 . G, Pitonyak . S.D. #255 1/20/99 G. Pitonyak S.D. #255 1/21/99 · G. Pitonyak S.D. #255 DISTRIBUTION: .(2) Callaway Golf Callaway Golf Ball Facility SCS&TFiLENO: PERMITNO: 9812171 98-3780 I.R.NO: PLANFILENO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Louis Perry & Associates WELDING H.S. BOLTING EXPANSION ANCHORS suBcoNiRACToR: Whitmore Steel ASTM: A36 Steel, A325 High Strength Bolts (TS) Type Electrode: E7018 (LH) 1/8" 38 (Pg 2 of 4) Continued inspection of the following work and welding. Verified tensioning of A325 H.S. bolts by manufacture's ~pecial electric wrench or by the turn-of-nut method where wrench was inaccessible @ the lower elevation of platform "A", "B", and ·c·. field welc;ling ofthe checkered plates in progress @ upper and lower elevations for platform "A", per note #5/sheet #D38. lnspect(!d the field welding of beam connection plate to column #56A/lower level platform •c•. STRUCTURAL STEEL ASTM: A36 Steel, E7018 (LH) 1/8." dia. Certified Welder: Bob Breese, Pipe GG #573-04~8473-ASME Monitored field erection and assembly of platform north west of injection mold hopper platform. Beams and checkered plate being installed. All columns have yet to be plumbed and aligned. STRUCTURAL STEEL ASTM: A36 Steel, E7018 (LH) 1/8" dia. Certified Welder: Bob Breese, Pipe C3G #573-04-8473-ASME Erection continued with th~ following NOTED DISCREPANCIES: 1. Interior columns severely out of plumb .. 2. Connections currently installed with s6ftwashers and ,nuts. Strength of bolts is unknown. I did not receive mill certs for high strength bolts. 3. Changes to design listed on report dated 1-19-99 have yet to be approved. · 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 b!lilding laws. (1) Smith Consulting Archit~cts (1) Nielsen Dillingham REVIEWED BY: ( 1) City of Carlsbad George A. Gavit, R.C.E. # 56564 '·i,1 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 9i1.~o, (619) 280-4321 FIELD INSPECTION REPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT: GEN.CONTRACTOR: 1/21/99 G. Pitonyak S.D. #255 1/22/99 · G. Pitonyak· S.D. #255 DISTRIBUTION: (2) Callaway Golf Callaway Golf Ball Facility SCS&TFILENO: PERMITNO: 9812171 98-3780 J,R.NO: PLAN FILE NO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Louis Perry & Associates WELDING H,S. BOLTING EXPANSION ANCHORS siJBCONTRAcroR: Whi~more Steel ASTM: A36 Steel, A325 High Strength Bolts (TS) Type . Electrode: E7018 (LH) 1/8" dia. · Polyurethane Postcure Oven Platforms. 38 (Pg 3 of4) Continued inspection of the following work and welding (i.e.) verified. Tensioning of A325 H.S. bolts by manufacture's special electric wrench or by the turn-of-nut method where wrench was inaccessible @ the lower elevation of platform "A", "B", and •c•. Field welding of the chec;kered plate is in progress@ upper and lower elevations for platform "A" and ·s·, per note #10/sheet #D38., Bolting and Welding inspection completed on lower platform elevation @"A", "B", and "C", North side platform into existing pipe rack connections. WELDING HS.BOLTING EXPANSION ANCHORS ASTM: A36 Steel, A325 High Strength Bolts (TS) Type Electrode: E7018 (LH) 1/8" dia. Polyurethane Postcure Oven Platforms. ,continued inspection of the following work and welding: (i.e.) at.platform "A" lower level, tensioning of A325 H.S. ·bolts completed. Tensinoing achieved with manufacturers. special electric wrench or by turn-of-nut method where wrench was inaccessible. Inspected field welding of checkered plate @ lower elevation of lower elevation . of platform "A", and marked. for additional welds where not completed, reference note #10/sheet #D38. I hereby certify that I have inspected the i:ibove reported work, Unless noted otherwise, the work is to the best of my knowledge in compli;mce with the approved plans, specifications and applicable sections of the governing building laws. (1) Smith Consl!lting Architects (1) Nielsen Dillingham REVIEWED BV: ( 1) City of Carlsbad George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, ~~il Diego, CA 92160, ·(619) 280-4321 FIELDINSPECTIONREPORT PROJECT TITLE: PROJECT LOCATION: ARCHITECT:. GEN, CONTRACTOR: · 1i23/99 G. Pitonyak S.D. #255 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham WELDING H.S. BOLTING EXPANSION ANCHORS SCS&TFILENO: PERMITNO: ENGINEER: !IUBCONTRACTOR: ASTM: A36 Steel, A325 High Strength Bolts (TS) Type 9812171 98-3780 I.R.NO: PLAN FILE NO: Louis Perry & Associates Whitmore Steel 38 (Pg 4 of4) · .. Electrode: E7018 (LH) .1/8" dia. Polyurethane Postcure Oven Platforms. Verified tensioning of A325 H.S. Bolts completed today@ lower elevation of platforms "B" and •c•, tensioning achieved with manufacturers special electric wrench or by turn-of-nut where wrench was inaccessible. Field . welding of platform checkered plate to support framing completed·@ lower level of platform "B". ·DISTRIBUTION: ·(2) Callaway Golf Core Cooling Conveyor Platform, Permit# 983424 Field welding of handrail and TOE plate is in progress @ upper and lower elevations, reference RFI #443. I hereby certify that I have inspected th~ 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 Carlsbad George A. Gavit, R.C.E. # 56564 J; '.j . SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RiverdiJ}e Street, P\O. Box 600627, San Diego, CA 92160, (619) 280-4321 FJELD INSPECTION REPORT PROJECT TITLE: PROJECT J;.OCATION: ARCHITECT: GEN. CONTRACTOR: 2/1i99 G. Pitonyak S.D. #255 2/2/99 G. Pitonyak $.D. #255 DISTRIBUTION: (2) Calloway Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbaq Smith Consulting Architects Nielsen Dillingham WELDING H.S. BOLTING ASTM: A36 Steel, A~25 High Strength Bolts Electrode: E7018 NR232 .068: dia. · Electrode: E7018 (LH} 1/8" dia. · A305 Bolts per Repair Detail Dated 1/29/99 . SCS&T FILE NO: PERMJTNO: 9812171 98-3424/ 98-3780 LR.NO: PLAN FILE NO: ENGINEER: Louis Perry & Associates SUBCONTRACTOR: Whitmore Steel Core Cooling Conveyor Platform: (permit 98-3424) · .Injection Mold Hopper Platform: (98-3424) ·seam Buffing Platform: (permit 98-3780) 40 (Pg 1 of 2) I provided inspection,of the following work and welding: (i.e.) splice plates to checkered plate where not in bearing support steel, toe plates & handrc1il connection plates, reference sheet #17044 and RFI #443. Reference Reports Dated 1/19/99, 1/20/99 & 1/21/99: 1 ·received sketch from structural engineer "Albert Chou" dated 1/29/99 (attached) which revises. (4) corner W8x24 columns. I verified through telephone conversation with Mr. Chou that the above listed revision will be done, in lieu of beam to column moment connections to column flanges assembled with A325-F high strength bolts. That is, connections corner columns now require A307 machine bolts as remainder of connections are specified to be assembled with. Mr. Chall also stated, as per detail G/S-1, since individual plates are butted to each other on top side. Interior columns have been re-plumbed and aligned and are at (1/4 to 3/8)" from straight. Mr. Chou said he would draw up a new plan including all revisions and submit it to the city of Carlsbad for approval. I received mill certifications for A325 bolts, A 194-94a soft nut, and F436 hard washer. I informed the contractor that the fabricator either required special insp~ction <;luring the fabrication or provide proof of being an c1pproved fabricator. Welder, Robert Breese #573-04-8473 requires certification in conformance with A.W.S. D1 .1 '96. Core Cooling Conveyor Platform: (permit 98-3424) Injection Mold Hopper Pl~tfoi'm: (98-3424) Seam Buffing Platform: (permit 98-3780) . Continued inspection of the following work and welding: (i.e.) Toe plate and handrail connections, all elevations, to all of the above listed platforms, reference sheet #17044 and RFI #443. High strength bolting at core cooling conveyor completed, per plans and specifications. (t) 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 l'ROJECT TITLE: PRQJECT·~OCATION: AJ!.CHITECT: ·GEN. CONTRACTOR: (Continued) 2/2/99 G, Pitonyak S.IJ.#255 · 2/3/99 G. Pitonyak •S·.D. #255 2/4/99 G. Pitonyak S.Q.#255 .2/5199 G. Pitonyak :S.D. #255 Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham SCS&T FILE NO: 9812171 I.R.NO: 40 (Pg 2 of 2) PERMlTNO: 98-3424/ 98-3780 PLAN FILE NO: ENGINEER: Louis Perry & Associates su»coNTRACTOR: Whitmore Steel Additional welder on site: Josef JamE;)s Dobmier I.A. #N80524 using electrode NR232, .068" diameter. I inspected field welding of repaired corner columns as detailed on structural engineer's sketch dated 1/29/99. All repair welding on (4) columns completed today. All fillet welding .of checkered plate completed as detailed on repair sketch dated 1/29/99 and structural engineer's recommendations as stated in report dated 2/1/99. I verified bolted connections were tightened at stair landing to platform entry where previously were visibly loose. The revisions are pending city approval. Core Cooling Conveyor Platform: .. (permit #98-3424) I inspected in progress welding of handrail, toe plated , and ladders.at upper platform elevation per RFI #443. The railing and ladder attachment details on sheet #17044. Injection Mold Hopper Platform: (permit #98-3424) Polyurethane Postcure Ovens Platform: (#98-3780) I inspected in progress welding of handrail and toe plat(;) at upper platform elevation, per details on sheet #17044. Core Cooling Conveyor Platform: (permit #98-3424) I inspected fillet welding of handrail,.toe plate andladder connections at upper elevation of the platform, per RFI #443 and Sheet #17044. Injection Mold Hopper Platform: (permit #98-3424) Polyurethane Postcure Ovens Platform: (#98-3780) I inspected fillet welding of handrail, toe plate at upper elevations of the above listed platforms, per details on sheet #17044 Injection Mold Hopper Platform: (permit #98-3424) Seam Buffing Platform: (permit #98-3780) I continued inspection of the following in progress welding: (i.e.) handrail and toe plate at upper platform elevation of the above listed platforms, as per details on sheet #17044 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. · · DISTRIBUTION: ·(2) Calloway Golf (1) Smith Consulting Architects (1) Nielsen Dillingham ( 1} City of Carlsbad REVIEWED BY: George A. Gavit, R.C.E. # 56564 ······-~ 'W /\~ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 6006:27, San.Diego, CA 92160, (619) 280-4321 FIELD JNSPECTION REPORT PROJECT TITLE: PRo,TECT LOCATION: ARCHITECT: GEN. CONTRACTOR: 1/25/99 G. Pitonyak S.D. #255 1/26/99 .G. Pitonyak S.D. #255 1/'47/99 ·-e:~. Pitonyak ·S.b. #255 1/28/99 G. Pitol')yak S.D. #255 DISTRIBUTION: Callaway Golf Ball Facility ·ses&T FILE NO: 9812171 1.R.No: 39 (Pg 1 of 2) PERMITNO: 98-3424/ 98-3780 PLANFILENO: 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham ENGINEER: Louis Perry & Associates WELDING H.S. BOLTING ASTM: A36 steel, A325 High ,Strength Bolts Electrode: E7018 (LH) 1/8" dia. suBcoNTRACToR: Whitmore Stel3I Polyurethane Postcure Oven Platforms: (permit 98-3780) I provided inspection of the following. wqrk and welding: (i.e.) platforms A, B, and C, stairs assembled, per note 15/ sheet #038 and sheet#044. Checkered plate in progress at upper elevations, and splice plate to checkered plate when~ checkered plate does not land on support steel at lower elevations, per not.e 5/ sheet #038 and 1/ sheet #043. Tensioning of A325 high str!:)ngth bolts in progress at upper elevatic>n connec;:tions. The tensioning is achieveci by the use of the manufacturer's special electric wrench. Polyurethane Postcure Oven Platforms: (permit 98-3780) I provided inspection of the following work and welding: (i.e.) platforms A, B, and C, stairs assembled, checkered · plate, toe plate and splice plates where checkered plate does not land on support steel are all in progress, reference note 15/ sheet #038, note 5/ sheet #038 .and·note 1/ sheet #048. Tensioning of A325 high strength .bolts in progress at upper elevation c::onnections. the tensioning is achieved by the use of the manufacturer's special electric wrench. Polyurethane Postcure Oven Pl.atforms: (permit 98-3780) I provided inspection of the. following work and welding: (i.e.) platforms A, B, and C checkered plate to support framing, splice plates where checkered plate does not land on support steel, and toe plates at hand rail, reference details note 5/sheet #038, note 1/ sheet.#043 and sheet #044. Tensioning of high strength bolts is in progress at upper elevation connections. The tensioning is achieved by the use of the manufacturer's special electric wrench. . Polyurethane Postcure Oven Platforms: (permit 98~3780)· I continued inspection of the following work and welding: (i.e.) platforms A, B, and C checkered plate to support framing, splice plates where checkered plate does notland on support framing, toe plates, hand rail connections and high strength bolted connections as per notes #5, 14, 6/ 038,. sheet 17042, 1/ /43, 17044 and RFI #467. I : :marked areas on the structural steel that require bolt tensioning or are in need of additional welding and informed the subcontractor on such. (2) Calloway Golf ( 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. Box 600627, San Diego, CA 92160, (619) 280-4321 FIELD JNSPE(:TION Rl:PORT PROJECT Tl1LE: PROJECT LOCATIO!'I: ARCiilTEC'f: GEN. CONTRACTOR: (Continued) 1/28/99 G. Pitonyak ~.D.#255 1/28/99 G . .Pitonyak . S.D.#255 DISTRIBUTION: . (2) Calloway .Golf Callaway Golf Ball Facility 2180 Rutherford Road, Carlsbad Smith Consulting Architects Nielsen Dillingham Seam Buffing Platform: (permit 3780) SCS&T Fll..E NO: PERMIT NO: ENGINEER: SUBCONTRACTOR: 9812171 J.R.NO: 98-3424/ 98-3780 PLAN Fll..E NO: Louis Perry & Associates Whitmore Steel 39 (Pg 2 of 2) I inspected the field welding of handrail and toe plate at upper and lower platform elevations, per railing post attachment detail/ sheet 044 and RFI #443. Reference Report Dated 11/9/98 . At field visit today the structu.ral engineer approved the following revisions: (i.e.) East stairway landing connection at coordinates C.8-3 angle4x fillet welded directly to (E) W33x due to (e) tube at pipe support rack, in lieu of typical hanger as detailed on sheet 17026. At the west end of landing connection, connection plate fillet welded (3) sides X ¼" to column per plan, in lieu of (2) ¾" diameter high strength bolts. Also, two northernmost columns at mixing mezzanine which were fabricated short, used (Ts) section fit in same direction as angle connections. between angle· and penthouse roof beam a.bove. Each connection welded with ¼" fillet X 6" long at two sides at top of tube to roof beam and ¼" fillet Z 12" long X two sides at bottom of tube to connection angle. 1·prov1ded inspection of the following field welding·: reference detail sheet SX-1 alternative east loading dock ceiling framing with 2 ½" CJ3 20ga. Vertical studs at 8'0" on center, reference detail 4?SX-1. I verified soffit . framing approved by the city building inspector im this date. Polyurethane Postcure Oven Platforms: (permit 98-3780) I continued inspection of the following work and welding: (i.e.) platforms A, B and C, checkered plate to support framing, splice plates to checkered plated where not in bearing on steel at splice, toe plates, handrail connections and high strength bolted connections; reference notes #5, 14 & 6/ 038, sheet #042, 1/ 043, 17044 and RFI #467. 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 Gonsulting Architects · (1) Nielsen Dillingham (1) City of Carlsbad REVIEWED BY: George A. Gavit, R.C.E. # 56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SANDIEGp, CA 92160'(619) 280-4321 Concrete Compressive Strength Test Report File Number: · Project Title: Project Location: Architect: l=nginf;er: Contractor: 9812171 Callaway Golf -Press Pit 2180 Rutherford Road, Carlsbad Smith Consulting Architects Louis Perry & Asccoci.ates Nielsen Dillingham Location In Structure: Material Supplier: Core molding 12" slab-on-grade mid central section Pre-Mixed Mix Designation: Admixture(s): Time In Mixer (Minutes): Truck Number:· Samples Fabricated By: Laboratory Number: Mark:. A,b,C Date Made: Date Received· Date Testf;Jd Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 4033000 MBAE 90 83 428 GP 4100 11-1'3-98 11-16-98 11-20-98 6.00 . 28.27 91,000 3,220 7 Required 28 Day Strength, psi 4,000 Unit Weight pcf, Slump; Inches: 5 Ticket Number: 209739 Samples Tested By: GG 4101 4102, 12-11-98 12-11-98 114,500 119,000 4,050 4,210 ' 28 28 Permit No: Plan File No: CC Temp: 72° Air Temp: Air Content: 0 % Specimen sampling, .transportation 9nd compressive strength testing were performed by this agency in accordance with the applicable ASTM standards. This agency makes no other wwranties express or implied. Distribution: ~ 1) Callaway Golf (1) Smith Consulting Architects . (1) Nielsen Dillingharn ( 1) City of Carlsbad ('1) Pre-Mixed 11-,13c.doc 12114/98 Reviewed By: .I / jfJ George Gavit, R.CE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 60062'.7, SAN DIEG9, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: Project Location: Architect: Engineer: Contractor: Locati9n In Structure: · Material Supplier: Mix Designation: Admixture(s): 9812171 Callaway Golf -Press Pit 2180 Rutherford Road, Carlsbad Smith Consulting Arcnitects Louis Perry & Asccociates Nielsen Dillingham 12" slab-on-grade/media tumbling· Pre-Mixed 4033000 MBAE 90 Time In Mixer (Minutes): · 30 · Slump; Inches: 6 Truck Number: Samples Fabricated By: Laboratory Number: Mark: 4,5,6 Date Made: Date Received Date TestecJ Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 410 GP Required 2$·Day Strength, psi Unit Weight pcf, 4097A 11-13-98 . 11-16-98 11-20-98 6,0() 28.27 . 88,750 3,140 7 4,000 Ticket Number: 289830 Samples Te$ted By: GG · 4098 4099 12-11-98 12-11-98 116,500. 118,25() 4,120 4,180 28 28 Permit No: Plan File No: CO Temp: 75° Air Temp: Air Content: 0 % Specimen sampling, transportation and compressive strength testing were performed by this agency in accordance with the applicable ASTM . standards. This agency makes no other warranties express or implied. Distribution: (1) Callaway Golf ( 1) Smith Consulting Architects (1) Nielsen Dillingham · ( 1 ) City of Carlsbad (1) Pre,.Mixed 11-13b.doc 12114/98 Reviewed By: Al • George Gavit, RCE #56564 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGp, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: Project Title: . · Project Location: Architect: Engineer: Contractor: 9812171 Callaway Golf -Press Pit 2180 Rutherford Road; Cc;1rlsbad Smith Consulting Architects Louis Perry & Asccociates Nielsen Dillingham Locf;ltibn In Structure: Material Supplier: 12" cove molding slab fc1r north/central location Pre-Mixed Mix Designation: Admixture(s): Time In Mixer (Minutes): Truck Number: Samples Fabricated By: Laboratory Number: Mark: 1,2,3 D9te Made: Date Received Date Tested Diameter, Inches Area; Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days 4033000 · MBAE 90 65 445 GP 4095 11-13-98 11-16-98 . 11-20-98 6.00 28.27 87,500 3,100 7 Required 28 Day Strength, psi 4,000 Unit Weight pcf, Slump, Inches: 7 Ticket Number: 289755 Samples Tested By: GG 4096 4097 12~11-98 12-11-98 116,250 120,250 4,110 4,250 28 28 .. , Permit No:· Plan File No: CC Temp: 72° Air Temp: Air Content: 0 % . Specimen sampling, tran$portation 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 11-13a.doc 12114/98 Reviewed By: . . . Ml George Gavit,RCE#56564 SPECIAL INSPECTION PROGRAM -ADDRE:SS OR .LEGAL DESCRIPTION: PLAN CHECK NUMBER: '1 ~-3ff&r} -OWNER'S NAME: CALLAwA-y Cot-t: /lAte,, Co .. I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or t -rchitect/en ineer of record, will be responsible for employing the special inspector(s) as e ir d by Un arm Building Code (USC) Section 1701.1 for the construction project locate a site liJT.flCJ4emla.....UBC Section 106.3·.s. I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by USC Section 106.3.5 for the construction project located at the site listed above. · , ' ~ne ... 11/l'<clwlocl's SUI _.· -:-&,Si'1)0l,i>rio'lwa == . '-"-~ ..... ~ -, ; "'-:: ~ ·- ,_ ...__ ~J ,---- Signed4~), \~{l,k' 1. List of woi-k requiring special il\spection: -·=='ii,);~~-) ~tL -. . . . ~lt?~ -~ c.,, "' 0 5 ~ 2- . -~-Soils Compli~nce Pri0rto Foundation:lnspection ·1Field Welding · \2--:::.-qb ~ Structural Conc;:rete Over 2500 PSI · High Strength Bolting : E] Prestressed Concrete Expansion/Epoxy Anchors D Structural Masonry D Sprayed-On Fireproofing .. ,.,_,, D Designer··specified D Other _____ _ 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. ~v,He,e,,..; 0-t-tPo~l,4 SotL-5 zt-TesnA:(6 B. C. ------------------------------------- 3. Duties of the special inspectors for the work listed above: A. A:/L, lr~s l;sreo I~ -~«r :I B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. SIP 4997 EsGH Corporation '1.n Partners/i.ip Wit/i. (jbvemment for !Builaing Safetg DATE: 12/15/98 JURISDICTION: Carlsblid PLAN CHECK NO.: 98-3780 SET: II ~NT ·~ D PLAN REVIEWER D FILE PROJECT ADDRESS: 2180 Rutherford Road. PROJECT NAME: Equipment Platform for Callaway Golf-Golf Ball Facility D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. [;8J The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. o· D D D The plans transmitted herewith have significant defiqiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan cha-ck has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: .Date contacted: \/: / (by: ) Fax#: Mail Telephone W'x In Person REMARKS: 1. CitRo approve the special inspection program. 2. The clouded inked changes on sheet 1703'1 shall be made on city II set.(at building department) By: David Yao Esgil Corporation D GA. D MB D EJ D PC Enclosures: t2/8 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ,._,t,,.· . . -I I . . :i" .. POOR .. · .QUALITY .. · . . . . ·· · ORIGINAL S • =~---: • . .. ;:.:· ...:""""i· DEC 01 '98 ~-·· ;, ~-_1 ; • . ~:-. , .. '• ., . I 08:28AM FRANKLIN ADMIN ! i ' l I Equipment P~nn struetu;ral design for Callaway Golf at Carlsbad, "form.a . : } ,, ·:· .. ·T~ whom it may c:rnc:=em: ·l 1 , ••• Tb;is is to certify~ the $c)ve mentioned de~ign. conforms to 1997 edition of the ,· Pnimrm Building ~~e. : ; ; ' ,! l . ~ ,· . • I . ! Albert.Chou, Stru~ Engineer 11/30/1998 ! . i ' i ! I ! I I : ' i ., . i . , ' I ,! I ., .... ,., .. I "11•' :~ ·1 ,)r :j~ ~. ,, .. ·, ' ~r j ! . ·~ ,' ' f ·: 4: I>( ·f ., ·' ,.,, f;' : I .[ V : I ~ .. I) i!, ,: ' y ' I l ··i -~ ~ • . J: I J 'i -~ t ' r . <' -,X DATE: 11/13/98 JURISDICTION: Carlsbad Pl.AN CHECK NO.: 98-3780 EsGil Corporation 1.n Partners/i.ip Witli. (jovemment for '13uifaing Safety SET:I PROJECT ADDRESS: 2180 Rutherford Road D APPLICANT ~ JDRl$,l- D PLAN REVIEWER D FILE PROJECT NAME: Equipment Platform for Callaway Golf-Golf Ball Facility D The plans transmitted herewith. have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff: D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil -Corporation until corrected plans are submitted for recheck. D. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant · contact person. [gJ The applicant's copy of the check list has been sent to: Louis Perry & Assoc. Inc. (Lyle Ferreira) 165 Somkerise Drive Wadsworth Ohio 44281 [gJ Esgil Corporation staff.did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicar:it that the plan check has been completed. 'Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person 0 REMARKS,: By: ·David Yao Enclosures: Esgil Corporation o GA o Ms o EJ o· Pc 11/5 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-3780 11/13/98 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2180 Rutherford Road DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/5 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-3780 DATE REVIEW COMPLETED: 11/13/98 This plan review is limited tq the technical requirements contained in ~he Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws - regulating_ energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments~ The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county orcity law. · 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 3. Please indicate here if any chang'?s have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? · D Yes . 0 No 4. Provide a soils report to show the allowable bearing pressure and the minimum depth into the soil. Is the new footing complies with the requirement? 5, Provide comment from the soil engineer for the K=200psi used for the slab on grade capacity calculation. 6. The calculation appears to show some of the slab is 6" and some of the slab is 12". Please clarify. Carlsbad 98-3780 11/13/98 7. The plan shall clearly specify which columns connect to the roof and slab. (The calculation shows 10-columns for the PU/Oven Platform. The plan appears to show more than 1 0-W8x28 columns. Are all W8x28 columns to the roof deck? Please clarify the other platform too.) 8. Provide. calculation to justify all the connection details can resist the proper force. 9. The note on sheet 17042 shows all bolts are A325-N: The sp·ecial inspection requirement table on sheet 17031 shows no high strength bolts. Please clarify. 10. Are columns C4 and C5 at Tool Room Platform need footings to support the loads? Please check. 11. The calculation by Conair for the platform between grid line A-B and 1-7 shall be based on 1997 UBC, Please check. 12. The jurisdiction has contracted with Esgil Corporation .located at 9320 Chesapeake Drive; Suite 208, San Diego, California 9i123; telephone number of 619/560-1468, to perform the plan review for your.project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carl~bad 98-3780 11/13/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao . BUILDING ADDRESS: 2.180 Rutherford Road BUILDING OCCUPANCY: BUILDING PORTION · BUILDING AREA (ft_.2) platforms .. -. Air Cqnditioning Fire Sprinklers TOTAL. VALUE PLAN CHECK NO.: 98-3780 DATE: 11/13/98 · TYPE OF CONSTRUCTION: VALUATION VALUE MULTIPLIER ($) '· 250000 (per city) D 199 UBC Building Permit Fee [8'.I Bldg. Permit Fee by ordinance: $ 1146.08 D 199 USC Plan Check Fee [8'.I Plan Check Fee by ordinance: $ 744.95 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 595.96 Comments: Sheet 1 of 1 macvalue.doc 5196 PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER ,CB q(f --~ 7 ff o RESIDENTIAL RESIDENTIAL ADDITION MINOR ·· ( < $10,000.00) OTHER DATE 12/1/~ r, TENANT IMPROVEMENT . PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE OFFICE BUILDINC ------------------...a..-----------'------- PLANNER DATE ---------------- Docs/Mlsforms/Plannlng Engineering Approvals .l!! "' Cl t: C: t: "' "' "' a: a: a: efoo ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address d-/?D ~ Phone (619) 438-1161, extension </:Cf? 7 Type of Project and Use: 7T, Project Density=--~---------- Zoning: ___________ General Plan: /?---L Facilities Management Zone: 5 ...._,.. __ Date of participati~n: · Remaining net dev acres:$ - (For non-resid~e of land used created by this permit: · . XX--) Legend: ~ Item Complete Environrnental Review Required: YES Item Incomplete -Needs your action NO /TYPE ---- DATE OF COMPLETION: _________ _ Compliance with conditions of approval? tf not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO /TYPE ---- APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO.--------,---'-- OTHER RELATED CASES: ----------------------------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ------------------------------- Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO/ CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (6l9) '521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1} Stamp Building Plans as "E?<empt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. • j . ''l ~D D lnclusionary Housing Fee required: YES NO/ ~ ... efoo DOD (Effective date of lnclusionary Housing Ordinance -May 21, l993.) Data Entry Completed? YES NO (Enter CB#; UACT; NEXT12; Construct housing YIN; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and prqposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: Front: Interior Side: Street Side: Rear: Required ______ _ Required ~------ Required -------Required ______ _ Shown Shown Shown Shown ------- ------- ------- ------- D D D 2. Accessory structure setbacks: Front: Required ______ _ Shown ------- Interior Side: Required .... · _____ _ Shown -'------- Street Side: Required -----'--'-----Shown -------Rear: Required ______ _ Shown ------- Structure separation: Required-'--------Shown ------- D D D 3. Lot Coverage: Required . -'--------Shown ------- D D O 4. Height: Required ------'----Shown ------- D D D 5. Parking: Spaces Required ______ _ Shown ------- Guest Spaces Required ______ _ Shown ------- D D D Additional Comments ___ --'--------------------------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE c·ity of Carlsbad 98065 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Thursday, December 17, 1998 Contact Name Address City, State Mark Langao 5355 Mira Sorrento Pl Ste 650 . . San Diego CA 92121 Reviewed by: ~L· Bldg. Dept. No. CB983780 Planning No. CB983424 Job Name Callaway Golf SHELL Job Address · 2180 Rutherford Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items· after this date, including field modifica- tions, must be reviewed by this officEfto insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st._~_ 2nd __ _ 3rd __ _ Other Agency ID CFO Job# __ 98_0_6_5. __ File# ___ _ 2560 <;>rion Way • Carlsbad, California 92008 • (619) 931-2121 , ' -~ ~ Engineer: Date: Revision: Pages: Conair Structural·Engineering Calculation S. Albert Chou September 10, 1998 A 4 Project (ES) No.: 81083 Client: Address: Calloway Golf 2285 Rutherford Carlsbad, CA 92008 ' l--l ve CoA-d o Vl- 0. l-. ~ { OD f 1 f-: ) 1-' lC ... \ YiA :t~( £Ill\;-\ lo .. f \ \C )f-;l 1 ~ ::. 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Vv\Q 4; q--J-tf · w/ P,'M; A -:: ( ~ 4-4' <~ · {<_ \( vV/ &frf.-:::-L 44 w ,_t L-O \< s,':::. 7..-f J? 11 l/-: 1~ ore.. ~ I}_, 1/ 'f:( 1 4J A-) 61 «u)J;. S1 n ~ ~ ~ e-40 ~ up := t.k lf'L 'f-1-~L 3 J J .• , ..... .,.. lC.. ' V-":>. }'1; Bk~~o otJ V-:::O.l~'?) w. -f L,b r VV'" ""'b,-,-=-~-11 / ~ t '\<'. 1'2..-1 'C,-( ::: 1,...01. v ::: O\f'C\ ( l1.)) Vl( c~o-J( b-. -i ''-3 L,.b,... "3 f} ~~(L ~ ~ 6,,=--" · ::. ,ff£ 0 b'o G l,OQ 3-Gl-') l "1 .o'=»)l f') . Ii-w,o,,P o,oo) l1-i'./l1,;')~ D,11-. l ~B. ~-~ !C- w / 1, 1 ct'.' 11, t-h l-t; e-pfl, 0 1?M1t w ( wr = '-k 1o ·ri-J 1 • <. t ~ I ,~~-' I • & I\ . 1: 1, I, ... I·· l 1:: .. . ., CALLAWAY GOLF BALL COlv.IPANY MANUFACTURING FACU-iITY I ... . . I\ 1 l I~ 1· ; 1~ ' 1~ ·I: i -,r--• . ,._ .,, r -\ -,;-~ \ ~ ', - ' ~ ;':_. ,-"-\ """-....t'.' -.l :;.~ .. ... ::, 1- ) -_,..• '"\ --.\ .. :,, ' _1 -'- LOUIS PERRY & ASSOCIATES STRUCTURAL CALCULATIONS FOR EQUIPMENT PLATFORMS . (PHASE2) ~ ~i y-{). . ~L) . \ i llu,__., OCTOBER 30, 1998 I, w·.,, c-1•st,-z.. 111,,,4't? I I I I I I I I I I I I I I I I I I I EQUIPMENT PLATFORMS STRUCTURAL CALCULATIONS TABLE OF CONTENTS 1. LOIDS PERRY & ASSOCIATES CALCULATIONS A) POST CURE/ OVEN PLATFORMS (A-1 to A-22) (GRAVITY /SEISMIC/ STEEL DESIGN) B) MEDIA TUMBLING PLATFORM (B-1 to B-11) (GRAVITY/ SEISMIC/ STEEL DESIGN) C) TOOL ROOM STORAGE PLATFORM (C-1 to C-15) (GRAVITY I SEISMIC/ STEEL/ FOOTING DESIGN) 0 I. --- . . I .. ·.. .. -. , . ®·· ~o,·~ • .. 1~'1.i. ~:B· ~: ! : . : , : . : , I···················· ............................ , ... ·. ...... .., ............... . , ·®·····. P.~~.~)~~ .· \,y-r .. ~?~'. .... :~~~~~~l(zr.€Bi .. '.. .:.. ..... ! : . . . . -. . . . . I ; . : .. : . ; ... ; ' : . : : .. : . : : ; .. 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T : ' :·· • . ! ·: . .. • . : . . . . : .· ............ •. ····· .. . LOUIS PERRY & ASSOCIATES •INC• PLANNERS • ENGINEERS • ARCHITECTS • MANAGEMENT JOB Tl11.E: DESCRIPTION CALCULATED CHECKED SY---.~-...,._-=- SCALE -------- -- DATE _____ _ SHEET NO. Jli.=L Of' __ I . i='o;.: -~~-~~--M_~ $: -~-~.t~~-__ i~:~_-_ -~-_____ i_C~c~--:k e:v~{_ .oNl--Y '. I -__ W:;,~i.-r __ C~,:c -~,co_Rt.. ==-, t.'.2-) ~ 11,,51~ 1-: ___ y-,~:rr ~~ ~)(,!_~~-·< 7~'-? ~ I I I I I I I I I I I I I I .LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date 2:36PM, 18 SEP 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: ·-A ·19-A I Rav: SQeOOI Steel Column Base Plate 1 Description TYPICAL PLATFORM BASE PLATE Page 1 ~ [ General Information Loags Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width 16.00 k (Co.-l5ei'/-) 0.00 k-ft 9.000 in 8.000 in 0.343 in 24.Cf .l.l in 24.IY/; in Concrete Bearing Stress Actual Bearing Stress Allow per ACl 10.15 Allow per AlSC Jg Tr,:ckness OK 222.2 psi 3,570.0 psi 2,100.0 psi Plate Bending Stress Actualfb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable E%ring l:ltress OK 6,068.6 psi t7,000.0 psi ::i-)t Tension OK 0.000 k 15.000 k Steel Section W8x21 l Section Length 8.280 in Section Width 5.270 in Flange Thickness 0.400 in Web Thickness 0.250 in Allowable Stresses Concretefc 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 4.500 in Bolt Count per Side 2 Tension Capacity 15.000 k Bolt Area 0.750 in2 Baseplate OK Full Bearing : No Bolt Tension (c) 1983-98 ENERCALC C:\1706\CALLAWA Y.ECW:Calculations KW-0602910, Ver 5.0.6, 15-Jul-1998, Wm32 1~· k~U~~ I C7 & ASSOCIATES a_J •INC• JOB Tm.E G L ~ ~ PROJECT No. I -:, 0 l.o DESCRIPTION ?'-'1 / oJi< N :'PL -r,; r,-, ' CALCULATED ~~~ -c DATE \r;(-z.o/ Cf Y, CHECKED BY _I'.: DATE _____ _ --SCALE -----"-----SHEET No.fl '20 OF' __ I I I PLANNERS • ENGINEERS • ARCHITECTS • MANAGEMENT . . . . . .. • 0 0 •• R•• •• • ... ~~~l~<:r-.... \.~ 'i~;Lk~ic~.--~~--~-M~~;~~ 6F ::~;-_}r~~.f ... ·}~~~ ·.· ~,~:-~iJ~.-·-· f>-;; __ i ~t?,(~ 1t~. ;--~,.,/ ... 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' ... : . .. .. : ' .. .. . . .. . .. . . . ... ...... . . ... .. ... .. ................... ;, '" ........ ~ ....... : .. , .. '""'"['· ... : .. .,. ; ........... ',. ' .. '" . . ... .. .. .. . I:----------......,_-----~~~~~~ I I I I I I , ... , ''/. {'", \ ~'.,; ,. :, ':..,/J I I I I I· I I I I· I I I ·1 ""1";' ~'' , . .-;, .. < ', "-._, "' ! ) ! t ., •' ..... _..J-.J mn-_ ' ,,,, ....... ·~,. LIOOER TO LOWER PlATfORM (SEE NOTE 7) ~ s ., :; lo ~ (; l F~· "''""~1, ,r::5 r··1. -=~ ~, ... ir..,,. •'"'!! ..... ......_..,,. .. 3•-3•_iOVEN 27'-5" PU P\ATf, s·-~-(REF. PlAlfORM A) 12'-2" , ,~I,-·:-· I II I I\ I I • I .., i :'.! 1' 11: ~_'-e· ,,, ~, ,!lo "'i 1'-3" PlA!FORl( A ~ . 44'-7" PlATfORJI B ,, r--"'\,O ,,,.€:.,.. ~ "- • • 87'-11" PlATfORII C ..... T:, I _;;, f-"·p I -,M,I ----,_, I ' 'I '~ ~=~~-"" I , • i 5-0 ~ COLUMS 5'-o· I 4 -o • • ~ TYP. s. = .., ..!. -.!. ~ 1---,-+ 7 •1do 11; "' .. -Pr-,,;-r::-. . ., ~ ~- ... ..!. ., s ; 2 s .., ~ lo ,!, PU PlATF. .1_'-3" 5'-j" 12'-2" I4'-0" I I 2'-6", 2'-6" <'-2" 3•.o· I 12·-~- 1 , I I I I (ru:r. PLATFORM Al 1 I 1 1 I 1 7'-o· I 7'-o· I I . j I 1 ,-·1 ·/>' 1 1,, ... r >I>' :'.! ;i ~ :2•1 ii .., i "'I· "'I .., :s :s ~ ii: ~ -= i ~F? A --i.,11-v;,:lr.r>r~<';IJ¾".-ii-'~~ ~ :., ~ ------. ~ i!. · 1..: ;:: ~ ~I ,:; \? }. . TO .., : PlATf. i1 · (SE£ HlllE 7) 1r - W8xl3 1:1 (>~ :~; l:~ I DlST,COI.. SE£·NOTES 10 I: 12 ·,,, 1::: ~ 1> .,·-:: f'""" l I .~,.,._, 1 ~--11· 37'-7· I (N.T.S.) r PU PLATF. 'ii' 110·-11· '(ffij EHO Of RAl.---l,,,!,. • • wqu• 't. I I( W8x28 I I \f/8x13 I, ,.....-01.·~. f'.~ t: LOWER P.LATFORM EL. 12' -rn"c SCALE: 3/16"=1'-0" (T/STL. EL. (-1/4") U.N. :I:) i PU Pl>.Tf. 'C' I l :., ·'· l!l ~ ~ ~ ~ · 1..: ,::~ :,., I' •• • t .... ~ i,/i. '· W8x13 ! -I I . ;i: '·, ... ~ ......... ' '"·0~21 t:>I UPPER PLATFORM EL 21 '-7" (U.N. ±) SCALE: 3/16"=1'-q" (T/STL. EL. (-1/4") U.N. :I:) I .,··· t.'·-, ', ,:·: ·t-":· NOTES: ~ (_I-)~ 1. FOR GENERA!, NOTES SEE owe. 17032, 2, FOR lYPICAL FRAMING SECTIONS ANO DETAILS SEE owes. 17042 TO 17044. 3, ALL W8x18 COLUMNS TO EXTEND TO UNOERSIOE OF JOIST OR DECK. CONNECTION PER DETAILS ON owe. 17043. CONTRACTOR TO flELD MEASURE 8EfORE f'ASRICATING CO!.UMNS, 4. ALL WBx14 COLUMNS EXTEND TO 'LOWER PLATFORM' ELEV. 12'-10" ~ ·····.r--~f"-;.; j "~~ ~~-· f./1,tl" 5. CHECKfB Pi ATE: 1 / 4 • ASTM 1.36, STEEL FLOOR PLATE WITH RAISED PATTERN {PAINTED), WELD All. SUPPORT STEEL WITH 1/4 • rlLLET WELDS I 1/2" LONG C 12· C/C MAXIMUM, MAXIMUM DISTANCE or WELD TO EDGE or Pl,\TE TO BE 6", :.. ~ .::-.s. $ l $ l :;J .,.~ ..... -·· ~~; 6. SEE DETAIL '1 ' ON owe. 17043 FOR CHECKER PLATE SPLICE REQUIREMENT. 7. ALL LADDERS SHOWN TO BE 'STEP THRu• LADDERS (SEE DETAILS Ofl owe. 110<<) 1/,N.o. 8, IJ,, INDICATES REO'O. SHOP WELOEO MOMENT CONNECllON, 9, PROVIOE 80 LIN, FEET Of" LJx3x1/4 (20'-o• SEGMENTS) TO BE FIELD CUT AHO INSTAI.LED BY EQUIPMENT MANUFACTURER. ANGLES TO SUPPORT BINS HANGING FROM 'UPPER Pl,\TfORM'/ 1 0. PROVIDE HEADER WHERE EXISTING COLUMN INTERFERES WITH BEAM. CONTRACTOR TO flELD MEASURE BEFORE FA13RICATING BEAMS, 11. COORDINo\TE CHECKER PLATE PENETRATIONS WITH MOTOR CONTROL CENTER/HEATING UNIT REQUIREMENTS. 12, . FIELD CUT CHECKER Pl,\TE AROUND COLUMN, 13, flELO CUT OPENINGS PER EQUIPMENT MANUFACTURERS REQUIREMENTS (SEE DETAILS & NOTES ON owe. 17043) 14. COORDINATE ENOS or .RAfUNG W/EQUIPMENT REQUIREMENTS. ''.t;.;;,. ~-(_ E \\\ C> •'i"'"'~ -<'", ' J i ! ;....,, .. ·!J,·,..:1 ~ .. __.... \S ~-t:::·, t~:::C. : _., { ·::::: <'.,.. __ ;._,__., ' ., .~.p,.,.,,..--"" ' -\. ,----,, ! .-. ~~~~~~-·:-~ .. ' . ·.:.. .. . t' ;--"' ·,..--- ..... , • .,,.-f"(·f' "~ .. i;···: ; ~ ~: : ') ~ .... : .r '-·µ 1· ~ .. . . ·.,_.: ~.;, .,,..,. •~'M 'J,~1?=,!r,_••.r; \ ' //j '.;-··,·\ ·:, . yv . ·-. ...... ; .. ............. . .. f .. ~~.-1.i •• ,.,., l ;.,,i,f-?~~~7-v;•·,,,~) : ~·.,l . -~··· .. 1 . -.:; . } . ; ,., •M"'::')~ ....... ~i,,, KEY PLAN 0 SCA!.£: NO SCALE . . ' LO u Is CALLAWAY GOLF' BALL COMPANY ~ . . MANIJF'ACTURIN~.F'ACIUT'( · PER RY POLYURETHANE POSTCURE OVENS ~ PLATFORM PLANS & ASSOCIATES -.. · •INC· a] \65 Sl,IOKERISE D ..... , . WADSWORTH, OHIO =~ ""1t: SCALE: TOH 10/8/98 AS NOlEO CHKO BY: c,t.11'.: : .4 4 2 8 1 . PHONE (330) 334-1585 -•-_ FAX (330) 334-11158 17038 nLEkAME: PLOT 04TE: 1705023& 10/20/!le t. .. , ' I./ ,,../,-·°JA • 'Y") f,___. .. ~.!-.-1_,,., 'i N.'::,> I I t..l!lOCR TO LOWER PlATfORM (SEE NOTE 7) I lo -: 7 l;- I .,, =, J . ' .., ;!. I J ::,. .., ~ I I s ., ~ I I lo b· I I ., ;!. :1 I J: .. I ~ ,.,,, ~ I 1- .~~or ___ n"' I I LOCf)-,J ON' I SCALE: I J'-J" tovrn 5'-9" .r.....; 2'-6° I 2'-6' I 2'-6" I I : , 1' I I 2t-5" (R£r'. PLATFORM A: 12'-2" ____ ) 9'-8" 7'-o· 1·-0· 5'-o· PU PlATr. <'."H<:'.: 1'-J" PlATrORM A 41'-r PlATFORM 8 87'-11" PlATfORM C e· Efu:· --4-~ ~ 1 r i'f""""' -... ~:.-<"' ,,,, (.---·--~ i-1t ... ) ~ on ' ~ N j i I I -it .. ';:;- ' ', _N N ,.f f fl SEE NOTE 13 . I --·. Tr..,, ~11 ~ _-:s 11: f "' ~1 ,!!, "'i' "'I "'I .., ~ ,i' ~ "' ,. ,. ., i lAOOERTO ::i UPPER PIATr. I (Sl'.E°HOTE 7)1 W8z21 W&13 IC,.:.{ t PU PIJ,Tf. "A' I 1 5'.-,· 37'-1· --.... ~~ t ' I (ff.TS,) .., j ! ;~ <-?,'.) Ir:.~, W&13· , ,c~/) ~ . l J ·' J i~., ~i::,;;:j -~ lj ~, <1--":'\-'V ................ , (SJ W8"2B SEE NOTE 11 :.; ~ f.,. ....... ~"4 h•,i')) ~--.~,J" ~ rPUPV,Tf. 'a' ao·-11·. liim iPU PV,Tr. '<: I ~1 r:: ~-~-~ 1 PU PlATr. ~ s ~ s i lo b ~ ~ ~ J,'-3" J ;;'-9' 12'-2: I I 12'-5",2'-6" I ' I , j I 4'-2" , _3'-0' 2'-10 1/2" 2'-10 1{2" ._, i!,· :,., ,, .. 14'-o· I 12'-9" /U. PtATf0RM A: r-o· I_ 1·-0· 2_1-10 1/2" ' 2'-10 1/2" 1'-6" FIJ:!: or WALL (SEE LO'lttR PIATTCIIIW FOR REF. DIMS.) ····-· ., n :;,:;~T I ; W8xt3 1:1 .., i -I W8rl-3 fT ::i:-1 UPPER PLATFORM EL 21 ' -7" (U.N. ±) SCALE: 3/16"=1'-o• (T/STL. EL (-1/4") U.N. :I:) ~,- N• i s N ~ ~ ~ l -. ~:,.,-------,--_.Ou.:'u'-.l'-,_ _,.~·,,. i;j ~·----::, .---; ,.,.,,,,._) '( ,,, .C::...&,.._ 7.1,,...... - NOTES: 1. FOR GENERAi. NOTES SEE owe. 17032. 2. roR lYPICAL FRAMING SECTIONS AND DETAILS SEE owes. 17042 TO 17044. 3. ALL W8x18 COLUMNS TO EXTEND TO UNDERSIDE OF JOIST OR DECK. CONNECTION PER DETAILS ON owe. 170<3. CONTRACTOR TO FIELD MEASURE BEFORE FABRICATING COLUMNS. 4. ALL W8x14 COLUMNS EXTEND TO 'LOWER PLATFORM' ELEV. I2"-IO" 5. CHECKFR PIAIE: 1/4" ASTM A36, STEEL FLOOR PLATE WITH RAlSED PATTERN (PAJNTED). WELD ALL SUPPORT STEEL WITH 1/4" FILLET WELDS I 1/2" LONG C 12" C/C I.IAXIMUM. I.IAXIMUM DISTANCE OF WELD TO EDGE Of' PLATE TO BE 6°. 6. SEE DETAJL 'I' ON OWG. 170<3 FOR CHECKER PLATE SPLICE REQUIREMENT. 7. ALL LADDERS SHOWN TO BE 'STEP THRU' LADDERS (SEE DETAJLS ON owe. 17044) U.N.O. B. ,. INDICATES REC'D. SHOP WELDED MOMENT CONNECTION, 9. PROVIDE BO LIN. FEET OF L3x3x1/4 (20'-o• SEGMENTS) TO BE FIELD CUT AND INSTALLED BY EQUIPMENT MANUFACTURER. ANGLES TO SUPPORT BINS HANGING FROM 'UPPER PLATFORM'/ IO. PROVIDE HEADER WHERE EXISTING COLUMN INTERFERES WITH BEAi.i. CONTRACTOR TO FIELD MEASURE BEFORE FABRICATING BEAi.iS. 11. COORDINATE CHECKER PLATE PENETRATIONS WITH MOTOR CONTROL CENTER/HEATING UNIT REQUIREMENTS. 12. FIELD CUT CHECKER PLATE AROUND COLUMN, 13. FIELD CUT OPENINGS PER EQUIPMENT MANUFACTURERS REQUIREMENTS (SEE OETAJLS & NOTES ON owe. 17043) 14. COORDINATE ENDS OF RAJLINC W/EOUIPMENT REQUIREMENTS. t ( -J' ,. ·,•'''"':y"-,, I ': ' ,, I t .• '~·-.. , . ...-i~· } ~ ·· ... ~:)· '.,/'',/ J,:>--· -~,''I!',.,,., . I.;; ., .... ~ -~·~-•,:I \~:.9,,.•• : .i. !·. .... ,_D ·::.:) J,,J L-, / ,...---, .p•"~ • .!·,.,;.-. \·;:::r.i;.,~O:o'• -<:/.I~,//-~. -~-:K'/ f, .. t r j ··.: ····· ! • ',.d) ·;··.-,' ---r: .. , . ; .. -·'\ ! I (\ '. ,· .• --, • .,.... L,..• .,.,,,..-· \, ··::' . ."'.,, ... t .. -• 1:, '.J \• -~·~-.,. \ ( --~-... · .. . ~ ... , .... -~. ·. ~ \..J,•", ....... ,~ \r, KEY PLAN 0 SCALE: NO SCALE · -LOUIS 04 ' IPERRY CALLAWAY GOLF' BALL COMPANY MANUF:ACTURING f'ACILIJY POLYURETHANE POSTCURE OVENS PLATfORM PLANS . · & ASSOCIATES · , INC• , 1 -165 SMOKER IS£ DRr,,E W,DSWORTH, OHIO 4 4 2 B I t 5J ':-::'.'::',:;~;~I = I I 0!'.>1CNER l>\TE! SCALC. PLOT SCALE: TOH 10/8/98 AS NOTED 3/16"•1'-'II'- -~KO BY: l>\TE! DRAWIHCM.nlBER: -Pl.or l>\TE, I 17038 17050,23& I _ 10/20/98 ' A I , -. .[Jgw LOUIS PERRY & ASSOCIATES •INC• 0 PLANNERS • ENGINEERS • ARCHITECTS • MANAGEMENT I I . . •• : ••••••• ',. •• ; -.. ~ •• ;,. ••• : •• >¥ •••• I ······t·.,·:····· .. : ... ; ...... ;_,_; j ; . . . JOB TITLE G LL-~\....) "A'-f PROJECT No. r ~ b DESCRIFTION Me, t? 1 :t::i -C,.,, 5 ,_ , aJ G-T urn:-o-f: r0 CALCULATED EN --::LD~ DATE ls:J/ 13/ 4 "6 CHECKED EN 1~ -·· DATE ------- SCALE --------SHEET NO.~ OF __ ' • • , • •• • >>I'••< II "• • • > • • • " • "" • > •• > r: > M • • •' • • ~ , " ' . !· .. ·:_:; .. ::·.r.:· .. ;::: .. ::;::·::_:: __ : __ · .... ,: ..... =·· ... . .... , ......... ·:···· .. , .... ··: ,, :· ... ,. : ... ,, ..... ~ . . . .. ; . . . . . . . . . . . . ; . . .. : . . .. . ... -:--. . ...... . . ' 1-· · _____ · .... _. ., ___ · ...... _·· ... · ____ ·· ·_··.· ... _····· ·(·· _____ ·· ··:··· -···;·· .. _____,;;·: ..... _ ..... · ___ ·· ..... _ ...... _ ...... :··~··. ·. ··_· ... ·-~-i· .... :~·-··· ··· ____ · ,., ..... _.: ... i-.-i..: ... ,..---i.-... ··~··,·· .. . /.,- JOB TITI.E Ll t-1..~w·!l':::t PROJECT No. 0-, t:> t,., 0EscR1FT10N (" ..,,.QJC:li!fl \.... 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LOUIS PERRY & ASSOCIATES 165 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330} 334-1585 FAX NO: (330) 334-1658 Title: CALLAWAY Job# 1706 Dsgnr: JTC Date 2:36PM, 18 SEP 98 Description : STRUCTURAL DESIGN "MIXER MEZZANINE PLATFORMS" Scope: - [ R•v. ~001 Steel Column Base Plate j Page 1 ~ Description TYPICAL PLATFORM BASE PLATE I General Information Loads AxialLoad X-X Axis Moment Plate Dimensions · Plate Length Plate Width Plate Thickness Support Pier Size Pier Length Pier Width 16.00 k (ChJSe<''.1-) 0.00 k-ft 9.000 in 8.000 in 0.343 in 24.000in 24.000 in Concrete Bearing Stress Actual Bearing Stress Allow per ACI 10.15 Allow per AISC Jg Thickness OK 222.2 psi 3,570.0 psi 2,100.0 psi Plate Bending Stress Actual fb Max Allow Plate Fb Tension Bolt Force Actual Tension Allowable Bearing Stress OK 6,068.6 psi 27,000.0 psi Bolt Tension OK 0.000 k 15.000 k Steel Section W8x21 ' Section Length 8.280 in Section Width 5.270 in Flange Thickness 0.400 in Web Thickness 0.250 in Allowable Stresses Concrete fc 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 4.500 in Bolt Count per Side 2 Tension Capacity 15.000 k Bolt Area 0.750 in2 Baseplate OK Full Bearing : No Bolt Tension (c) 1983-98 ENERCALC C;\1706\CALLAWAY.ECW:Calculations KW-0602910, Ver 5.0.6, 1S:Jul-1998, Wm32 I ~£r:JMS,,. Glf.D£JZ_5 I I I I I I I .I I I I I I I I I I i ~ "' I lo ~ ~ i!, I I 0- J i =I=-----=·-·:------:=~--:-·-~--- I I I 11·-s· -4'-o· WlllER TO UPPER PlATF, .:, ~ 1M'W1.o.) \ 1 W8x24 ~ ' -1'11 cl I I W8x1J '"''-.j 1 1 ,, do j \.: :: "' W5x24 . I ~ SEE NOTE 8 , I ~1 ~ ... ,!, ~- L0'/1£R PlATF. IJOOER (5 NOTE 7J , •• I I II I 'I "'. ~ --7:IJ ~ ~ ~ ~! SE£ NOT \&nll.1D--llllll!ml~ ~ do I ., 'i I· do ., I,, ,!. ~ J N, ~ ~ .:. SE£ NOTE 8 --.._ ~ -do I i -1 b'' ~ ~ a,& W8'18 W8x24 W&24 lo ;!, ~ ;! b -.:. I,, ,!. :., W8x18 ,!. J N, 'i .... lo -;!, -. 0 ~ ~..,. I W, j ~1 ~ "'I I ~ I I . •I J "' ~ ,!. ~ 1ol -2'--2-. ·t ~~TF. (SIDE STEP) t-~"--~'"--1-.:;J';;;-4;.."-1 ,'-4 BINS s·-s· RU s· §" _1_0'0 6" ' MEDIA TUMBLING ~OWER PLATFORM EL. 8' -9" SCALE: 1/4"=1"-0" (T/STL. EL. -1/4" U.N. ±) -:::----.... __ -- LL = 40 PSF EJ• 250 PSf' 15'-4" ~ BINS f 4'-o· ;--I I I ~w ~ I~"'"-~~-· I I, 1 C ~ .:, lo ~ :r Wllx1J SIDE MOUNT -h RM.INC (U.N.O.J 11....__ _I --- ,·----~ d I . e. . . . . 0 'f -'::::::) do · ~ "' '···--··r I i 2· ,r :.:: ... 1 .L ... U-I ••••• , : !;l IJ...£ ... i \o -.:. b b ~l_J llll • ~-~--~~ :: _ 11 Tl-I ---,---,-.~I I --~ ~ I I :1 • I I : . • ~ I CHECKERED Pl.A~~ l do JJI ,: • • • ~ (SEE NOTES ..,__,,,._ _ 5, 6 & 10) ;;::;~ I l;;~-'l7 ! ii ~I i .... i 1 0 1 I lo ·' 'o' O'I i!. !=• ;!, lo .:. :? b b l • ,. ••• , ~ 1. ___Ji .• ' ... :i: I I. I lo r FACE or sruo WIU ;:·:: :: : do I I, ~ _.:.:---·-:.:·,·qdo __ rirn--· I --.I;::: ----t--' 0 EXlSt COi.. ' 1.., ·ca' ;!_ i TS 12>12 Ii f · · _ t __ n r1 ~1 1 ·.!. j ;!;'' :::::r-:-7'° I ., .. .... L .. ·::.::_·_· ·, '° , I r . lo .:. 9 !:! 1U7A ~-:~.jl ::::1--+-+ ~ lo 'SIOE STEP' UPP£R ~J\=~ & 11)--4---.1...--, n· .... ·1) 'I~ ~ ~:.;_-_._ •• W8x1:_ -h.. llll+----·' '"j. :., lnj ~ :r' i!. .... ~ Cl--__ t __ -_ -=l ~'--_ ..__L ____ -1,_+---'--l-"t"-P-:ff==-r, - 7 3•_,. J'-4" 1·-s· 1_0'-6" MEDIA TUMBLING UPPER PLATFORM EL. 17' -:f' SCALE: 1/4"=1'-0" (T/STL. EL. -1/4" U.N. ±) LL = 40 PSF NOT£ I NOTES: I. FOR GENERAL NOTES SEE owe. 17032, 2. FOR lYPICAL FRAMING SECTIONS AND DETAILS SEE owes. 17042 TO 17044. J. COORDINATE CHECKERED PLATE PENETRATIONS WITH MOTOR CONTROL CENTER/HEATING UNIT REQUIREMENTS • 4. All WBx24 COLUMNS TO EXTEND TO UNDERSIDE OF JOIST OR DECK. CONNECTION PER DETAILS ON OWG, 1704J. CONTRACTOR TO FIELD MEASURE BEFORE FABRICATING COLUMNS. All WBx1 B COLUMNS EXTEND TO -UPPER PLATFOfll,I" EL 17' -3", 5. CHECKERED PlATE: 1/4" ASTM A36, STEEL FLOOR PLATE WITH RAISED PATTERN (PAINTED). WEI.O TO All SUPPORT STEEL WITH 1/4" FILLET WELDS 1 1/2" LONC O 12" C/C MAXIMUM. MAXIMUM DISTANCE OF WELD TO EDGE OF PLATE TO BE 6". 6, SEE DETAIL '1' ON DWC. 17043 FOR CHECKERED PLATE SPLICE REQUIREMENT, 7. ALL LADDERS SHOWN TO BE 'STEP THRU' LADDERS (SEE DETAILS ON DWC. 17044) U.N.O. 8. FIELD CUT OPENINGS PER EQUIPMENT MANUFACTURERS REQUIREMENTS (SEE DETAILS & NOTES ON owe. 17043) 9, PRO\IJOE 100 LIN. FEET OF L3x3x1/4 (20·-o· SEGMENTS) TO BE FIRD CUT ANO INSTALLED BY EQUIPMENT MANUFACTURER. ANGLES TO SUPPORT BINS HANGING FROM 'UPPER PLATFORM'/ 10. CANTILEVER CHECKERED PLATE JS REQUIRED TO MAINTAIN A MINIMUM 2'-6" WALJ<:1/AY FOR All CAiwALKS, 1 1. PRO\IJOE S>FElY CHAIN FROM RAILING TO LADDER, -,-..,,s DWG-, s -ro BE USI" D ON c.. V -ro GC?O&O I N.A-r~ 1!,['41M S ~ Co~UMftJS W/ --rME <C..fl·J-GCJ '-44-rtor-lS. g,., 8 KEY PLAN 0 SCALE: HO SCALE "' lg ~ i ~ CALLAWAY --M GOLF BA ANUFACTURING LL COMPANY MEDIA TUMB FACILITY . PLATFORM LING D<TE: PLANS = I Pl.OT SC-'lt: .,, .. :i'l:i'J':i'O i AS NOTED I 1/4"•1'-o" ORAWING~R: ~ ,,.~,.u~. I· PlQT-[W[":7 17041 110•02~9 I 10/211,a A I I I I I I I I -I .1 I I I I. I I '.I I Co LU P> >IS l2 ., \a 11'-6" W8x24 (SEE HOTE 4, rn>,) ~l I -~SEE NOTE WS.18 ~-! -1'1!'.) I ., IN ,~ I I C'C'C'Ul'ITr"fl I i Tr. f= CJ,&j ,W8x24 i 0-,--- SEE WS.18 ·C:4S' ~i I ii ~ BINS ~JO" o· do d do do do 4'-o" .., i 5• ., i ~~, ... I " -t "i "' - "i "' ~b I ~ ... I t-+ Ct'Z 1fl -~ if ~ G\0 :'.'j "' --1. ? cs C.\o ~ o1u:.nu1c.o-,.-do 1\ii 1 I. i1 ~ ~, ~ NOTE 'W8x24 ·43 W8x24 GI ,a• '-4' BINS B'•&" 10'-6" MEDIA TUMBLING LOWER PLATFORM ,EL. 8'-9" SCAL:E: 1/4"=1'-0" (T/STL. EL. -1/4" U.N. ±) --· '-;'--1-,1---,~--""---------'----·-----1-_ ·-r __ C:Lf C"Z. LL c 40 PSF' ~-250 PSF 1[ \a I Q ~ 15'-4" ~ BINS 9 r £-o· I 3'-10· I ~ I I I l UPPER PL\TF, WillER (SEE NOTE 7) ~ J °'' ,,, \a~~ , 5. ':.. 9 ,!. .., i 5• ,-e.. ·--------~--~ ., l ·-\ ~·~ i .., i \a I "' b ·' ~; ~ !I I \a ·' •o' O'I ;!. I I -11 I , ".,, ~ 8 , ,do Fl ~~~PL\TE T i· ~-,,, Hi[ I I I ~o.. b .... ·\ -i I ·-... ~ .. ,I~ :: : ·~ ~-do I ,;, i ,g i ,g ''SIDE STEP' UPPER r~rN~: ,I: 11)--l-------'----- \a .!. i b ~ d I ~1 I ':o ·' I-----'bl· en ;!. i.11 !I J ~ ~ \a ,1, N !l I lo, ,__ L__U,:==t=:t=+J:~~::i==== :..1 ~!' ;!. i-~r 10'-£ MEDIA TUMBLING UPPER PLATFORM EL. 1_7'-;f'.../ SCALE: 1/4"=1'-0" (T/STL. ,EL. -1/4~ Li.N. ±) LL c 40 PSF ~ ~ NO'T'£' I NOTES: l, FOR GENERAL NOTES SEE owe. 17032. 2. FOR TYPICAi. FRAMING SECTIONS AND DETAJLS SEE DWGS, 17042 TO 17044. 3, COORDINA1E CHECKERED PLA1E PENORATlONS WITH MOTOR CONTROL CENTER/HEATING UNIT REQUIREMENTS. 4, Al.l W8x24 COLUMNS TO EXTEND TO UNDERSIDE OF' JOIST OR DECK, CONNECTION PER DETAJLS ON DWG, 17043, CONTRACTOR TO FIELD MEASURE BEFORE F'ABRICATING COLUMNS. All WBxl 8 COLUMNS EXTEND TO "UPPER PLATFORM" EL 17'-3", 5. CHFCKFRFQ Fl ATE: 1/4" ASTM A36, STEEL FLOOR PLATE WITH RAISED PATTERN (PAJNTEO). WELD TO All SUPPORT STEEL WITH 1/4" FILLET WELDS 1 1 /2" LONG O 12" C/C MAXIMUM. MAXIMUM DISTANCE OF' WELD TO EDGE OF PLA1E TO BE 6", 6. SEE DCTAJL '1' ON owe. 17043 FOR CHECKERED PLA1E SPLICE REQUIREMENT, 7. Al.l LADDERS SHOWN TO BE 'STEP THRU' LADDERS (SEE OCTAJLS ON ,DWG, 17044) U.N.O, 8. FIELD CUT OPENINGS PER EQUIPMENT MAINUF'ACTURERS REQUIREMENTS (SEE DCTAILS & NOTES ON DWG. 17043) 9, PROVIDE 100 UN. FEET OF L3x3x1/4 (20'-0" SEGMENTS) TO BE FJELD CUT ANO INSTALLED BY EQUIPMENT MANUFACTURER. ANGLES TO SUPPORT BINS HANGING ·FROM 'UPPER PLATFORM'/ 10, CANTILEVER CHECKERED PLATE AS REQUIRED TO MAINTAJN A MINIMUM 2' -6" WAI.KWAY FOR All CATWALKS, 1 1 , PROVlDE SAFETY CHAJN FROM RAILING TO LADDER. -,-:.,,s DWG-IS -ro BE ust:z:, ONL-V -ro c:.oo;r.o I, NAT~ 9?,['41M S t:f. -COI-UMNS W/~M£. i C..flJ-Gu '-44-rt or-IS. 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I BASE PLATE DETAILS SCALE: NONE I : :,: '' : :,' ',:t1t, ~,; I } ,;,·,:/: ,,,,.,,,,:,,,:,1) • ) ' y,t ' ' ~ r . -~·-. ~ r I I I LOUIS PERRY & ASSOCIATES 1.65 SMOKERISE DRIVE WADSWORTH, OH 44281 PHONE NO: (330) 334-1585 FAX NO: (330) 334-1658 I Rev: 506001 ® Title : CALLAWAY Job# 1706 Dsgnr-: JTC Date 8:51AM, 30 OCT 98 Description : STRUCTURAL DESIGN Scope: Steel Column Base Plate Page 1 ~ D.escription PLATFORM BASE PLATE @ TOOL STORAGE I l General Information Loads Steel Section t W8x24 I I I I I I I I I I I I I 1- I Axial Load X-X Axis Moment Plate Dimensions Plate Length Plate Width Plate Thickness Support.Pier Size Pier Length Pier Width 22.00 k 0.00 k-ft 11.000 in 11.000 in 0.375 in 30.000 in 30;000 in Concrete Bearing Stress Thickness OK Actual Bearing Stress 181.8 psi Allow per ACI 10.15 3,570.0 psi Allow per AlSC J9 2,100.0 psi Plate Bending Stress Bearing Stress OK Actual fb 19,509.9 psi Max Allow Plate Fb 27,000.0 psi rans.ion Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 15.000 k Section Length 7.930 in Section Width 6.495 in Flange Thickness 0.400 in Web Thickness 0.245 in Allowable Stresses Concrete fc 3,000.0 psi Base Plate Fy 36.00 ksi Load Duration Factor 1.000 Anchor Bolt Data Dist. from Plate Edge 5.500 in Bolt Count per Side 2 Tension Capacity 15.000 k Bolt Area 0.750 in2 Baseplate OK Full Bearing : No Bolt Tension (c) 1983-98 ENERCA[C C:\JTC\1706\CALLAWA Y.ECW:Calculations KW-Uo0"2"9T0, Ver5.0";'6, i5-Jul-i99'8, Wm32 I I I I I I I LOUIS PERRY & ASSOCIATES • INC• ® PLANNERS • ENGINEERS. • ARCHITECTS • MANAGEMENT . . ~ JOB TITI.E '--,<:!"-l...a WA....; PROJECT No, ~'"'}O t...,. 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A --- ~ 11· 1]1t MARK ~ 1/<VS ~ i ~ 3/4" .liQIE; SEE DWG. 17042 FOR All OTHER COLUMN BASE PLATES • COLUMN BASE PLATE @ F-1 (3 PLACES) SCALE: NONE ~I --1="-'---(D ABP-1 ANCHOR BOLT ARRANGEMENT PATIERN ~ SCALE: NONE ~ HEAVY' HEX NUT at PlATE WASHER TOP OF FOUNtl'TIOK HEAVY' HEX NUT TACK WELD 3/4" ·~I ·~ I AB-1 1o1I i 'a ANCHOR BOLT DETAI.L SCALE: NONE F-1 C-l;S NOTES: 1. FOR GENERAL NOTES SEE owe. 17032. 2. FOR TYPICAt FRAMING SECTIONS AND DETAILS SEE DWGS. 17042 TO 17044. 3. CHECKFREP Pl AT~· 1/4" ASTM A36, STEEL FLOOR PLATE WITH RAISED PATTERNPAINTED). WELD TO All SUPPORT STEEL WITH 1/4" FILLET WELDS 1 1/2" LONG G> 12" C/C MAXIMUM. MAXIMUM DISTANCE OF WELD TO EDGE OF PLATE TO BE 6". 4. SEE DETAIL '1' ON OWG. 17043 FOR CHECKERED PLATE SPUCE REQUIREMENT. FOUNDATION SCHEDULE ANCHOR FNO. TOP BOTTOM BOLT ANCHOR A B T SECTION REINF. REINF. ARRANG. BOLT lYPE PATTERN 2'-6" 2'-6" 1·-0· A -#4 0 8" IBP-1 >B-1 A/2 A/2 ~10 cc'":z; =I ::, I --t- '~5 COLUMN FOUNDATIOI\! PLAN ~ \!!I SCALE: NONE TOP R£1NF. ,s ~CATEO ' T~ '"L_j: ~·: T : .,i : I lYPE 'A' BOTTOM ,RONF. >S 'ltlOICATEO SECTION THRU COLUMN FOUNDATION SCALE: NO~E KEY PLAN . ·0 SCALE: NO ·sCAI.£ ~ CALLAWAY GOLF BALL COMPANY MANUFACTURING FACILITY TOOL STORAGE PLATFORM ~ LOUIS PERRY & ASSOCIATES •INC· ~ 5J 165 SMOKERISE DRIVE I \;HKIJ "" I """' I DESIGNER DATE: SCALE, PLOT SCALE: ~@!JI 102199 I TDK 9/14/98 AS-NOTEO 11•·-1·-o· ~I 02-11oso1 I -···--· ---DRAWINC NUMBER: REV, , , , WADSWORTH, OHIO · 4 4 2 8 1 • I PHONE (330) 334-1565 17045 A Flt£HAME: PLOT MT£: , I FAX (330) 334-1658 17060230 10/21/98