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Home My WebLink About2180 RUTHERFORD RD; ; CB070387; Permitv. City of Carlsbad "· 1635 Faraday Av Carlsbad, CA 92008 " . 02-27-2007 Miscellaneous Permit Permit No: CB070387 Building Inspection Request Line (760) 602-2725 Job Address: 2180 RUTHERFORD RD CBAD Permit Type: MISC Subtype: OTHER Status: Parcel No: 2120702500 Lot#: 0 Applied: Valuation: $0.00 Entered By: Reference #: Plan Approved: Project Title: CALLAWAY GOLF CAST IN PLACE EQUIPMENT PIT. Applicant: SMITH CONSUL TING ARCHITECTS STE 200 12220 EL CAMINO REAL SAN DIEGO CA 92121 (858) 793-4 777 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES PERMIT FEE Issued: Inspect Area: Owner: CALLAWAY GQLF CO C/O DONALD H DYE 2285 RUTHERFORD RD CARLSBAD CA 92008 Total Fees: $120.00 Total Payments To Date: $120.00 Balance Due: ISSUED 02/13/2007 MOP 02/27/2007 02/27/2007 $120.00 $0.00 $0.00 $120.00 Inspector: ~ Clearance: _____ _ $0.00 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 11ccordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. · You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application-processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/ex cti ns of whi h ou h v revi u I .be n ·v n a N · Tl E simil r o this or a whi h the statute of limitations has reviousl otherwise ex ired. FOR OFFICE USE ONLY PERl)/IIT APPLICATION PLAN CHECK No.e)1,'38] .,, CITY OF CARLSBAD BUILDING DEPARTMENT 1-635 Faraday Ave., Carlsbad, CA92008 EST. VAL. _________ _ Plan Ck. Deposit ________ _ ~:~:_at_e_d_B_y=="'Z.==:l=\='3:/:=a=]======= Legal Description Subdivision Name/Number Unit No. · Phase No. Total # of units As~s ~s Pa eel# ,.,J! d 'J,,,, >'""' 0 -rJ -" Proposed ·use # of Bedrooms # of Bathrooms (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, i.r:nprove, demolish or repair any structure, prior to its issuance, also 'requires the applicant for such permit ·to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [C_h·apter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any-violation.of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone# State License # _________ _ License Class-----~----City Business License # _______ _ Designer Name Addzss . City . S}\!!';ip Tel~ne !State License#,,-, --"·" -... . .. -·7 .. 7J?O. .f'I,; .C&\iN,~-~.,.' s~-~";,.'(.~J~~~-._ .. (-,~iV, .. }~~~f!a 1!i;,,\-,:W9.F!KE~lt~:.,C · .MP~$:A: JQlit. ·• , ...... : .. :-:: : .... <, :. ·: ... -'~ •• : .• -~-~ -... , .'.v,. ·_ "· , . ·<' • : .. :, .. _\·: .-1.:::i°':"" .. ~.;;<-:.;,;;,-, .. y •. \.·.·£..-~t.,,;.;.r.;;:;:i,.;i.:· .. r .... ',.,,,_.,.J...',,,,;;"'~~--: .-"~·: ;s'.;;;,::i..:;:;1,..,-)l Workers' Compensation Declaration: I hereby affirm µnder penalty of perjury one of the following declarations: 0 I have an.d will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for-the performance of thEl 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: Insurance Company_____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR -ONE HUNDRED DOLLARS [$100] OR LESS! D CERTIFICATE OF EXEMPTION: I certify that in the perfoJmance 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 to secure workers' compensation coverage is unlawful, and·,shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000}, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorn!!y's fees. SIGNATURE'-----~~-------------------------DATE _________ _ fi. .. i,:1.~)YJ.!ttfliU:11¥P.1@.efiQi~f!PJi .. :::-.:~:· ~ :";_~.: :·: ·:·: .' .. :·~ .. :.: __ -_:_:·::::;-::: .. JC t,.:::~.Et:::::.i;,t;T:3;7:'.Ji:2-:-t'°i11;·d?:-:':'.;:;J}ih1'J/!f.i1:d.2?i11/:i,JJL:fi.'.;J I hereby affirm that I am exempt from the Contractor's License Law for the following reason: .O 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 th.at he did not build or improve for the purpose of sale). t;':!: I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property· who builds or improves thereon, and contracts· for such projects with contractor(s) licensed pursuant·to the Contractor's License Law). ·O I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major-labor and materials for construction of the-proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a buildfng 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 .._J \ f work): . V--PRO ERTY OWNER SIGNATURE _,S,.,?<b....1.-9-:_=-~-~--'----------:=':---DATE--,,<-><--=-,<-=--'----- i[QMfJ(E!~.,tfj($.;§j!~ffJQt(fQ8:~ ,,,,qJ.ttii!.tfo/.iil:.:'~ !iff:Pliii;f~.F{Mif§'IQN~IT:T:-,:t:~,Ii'.:~-~~G~ ·'·"~~::;z.:.'-:0~~:;I;T~~5££~1:~k1 \~~-t;;f~;:.l~~tillrl Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program.under-Sections 25505, 2-5533,or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO · Is the applicant or future building occu!)ant required to obtain-a permit from the air pollution control district or air quality management district? D YES D NO Is the faciljty to be constructed within 1,000 feet of the outer boundary of a school-site? 0 YES O NO IF ANY OF THE ANSWERS ARE'YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLtuTION CONTROL DISTRICT. ~IYllB®:t1§.f[i;_~~<fA<¥~ .. cl'(,;,;_ __ :i~ ·,;c_::;:;:'t:'.~ ::_;~:~~.:-;:::~,~:~g,:_0?~·f.:',V.:.:?Z~T~.f.7:;'.J',F;:::-'WZ~~S~':-:1~~-:~.1-;;y,;~~;.~_-:.5~:fi?s I hereby affirm ~hat there is a construction lending agency for the perform!1nce of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S.A.;.D~DR_;E::,;S;_S;;;:;;;;~:::=:::::::-:;~::::::::::;::;::::;:;;::;;:;=:::;;:;:;;:;::;;;;:;::;;::-;::;;;;;::=;::;;:-,=::;::;;;,:;;;;;:--;,,; ~~1!.1,.!C!:tf1J&G.R:r1BP-AJ:1,9.til(/ .:,·. ~.::. >: .: · .. ,:::1:::,..,:;;1;~; f .,:....;,;:..:,·;;. • ,;~ ;;::J:;,f .,;~~-;,;_;'~112,i~;'.!if%·:::;;1;;·;~:::211:s::.~\(f,.';;;.~I~::;:.,~;:,~~~:z?~~;f ::--:::.7,;r_.,.::;,,·;,.;,.:,-.,,_ I-certify that I have read the application and state that the above information is correct 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 Citt 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 EXPENSESWHICH'MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is ired for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every perm· iss ed by the buildin ff ial under the provisions of this Gode shall expire by limitation and become null and void if the building or work authorized by su<_:h permit · ndh11i!irlal=l,• ed wit 18 ays from th ate of such. permit or if the building or work authorized by such permit is suspended or abandoned . at any time-after the work c f a 80 days ection 106.4.4 Uniform Building Code). /JJ/ ~,J ,t? APPLICANT'S SIGNATU E l,-!J'.fA--J.1:fAV-,1-1,U.~acl~+------,---------DATE ---"'~~ .... _-'lJ_.,_'f_V*-1------- YELL:OW: Applicant PINK: Finance -~ .. ~ .. UNSCHEDULED BUILDING INSPECTION . INSPECTOR _/J-1--· ___ _ PERMIT# C>7.? 8''7 .· PLAN CHECK# ____ _ DESCRIPTION ________________ -_______ _ · CODE DESCRIPTION ACT COMMENTS ~'3'7 t(fj Carl ·schmidt-lnspection Services, Inc. P.O. Box-178403 . San Diego, CA 92177-8403 - (619) 855-9252 . SPECIAD INSPECTION REPORT Project:··' &d/4 £/l tf1l;Y. C:~'9 /.r Address: 'h/frt} 811T/1£fLJ:IP/ilJ![/)/ ~ City: G l{.J7;2 Permit Number: .C /3 tJ L t? '?_~7 Plan File Number: ---------------------- TYPE OF OBSERVATIONS: Reinforci:~Steel _ Reinforced Concrete_ St~ctural Maso~ry _ F_ield Welding_ Epoxy Presttessed Concrete_ Shop Welding_ Bolting_ Fireproofing_ Number of Samples: __ Type: . .,., Materials/DesignMix/Psi: (i'( ,/f /1 :f/?,f -5'J'{T,/iCC £:f/? ~72:J. ,Zt, [/ ;q6i) Date: J-/tf~#7 . . ~ REPORT ,£M4v ,tfiPete/2.)iRE:J: U<'/(1/:LEJZ flp/,.~7 ME CkE~ /J4J; lf/tfll.:t -J'l~L:: 1 !lL?Fc?-11,, 9-!~eJ< G{tf>) ~ r /2d?IP'k-k2 ,vlt~GPl?f;~ W:; i Jr u2P1 cX/fQ/Ftf: C-/£~£: W//ld ·1/if{Jf;_#" f cc. F #( J?,Z.b · J11 ta lt/l',4/' 13 e /7/T- -. WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED e-t.£.vzrr·cP, 1}J}gti-£1Jc5 TiMEIN:8/~tY TIMEOUT: 1.'l?P Inspector (Print) . ·certification# .A-1/4::; ; tY-~)/ // 1"5 c,.p ~ · -.::::----...:i::.... I) If' deneralContractor: 't,gJ,{ )F;p,J;;Y ~LE ~~',.<--L.--'--;<-..f=h"~~-'--+-__,,____ Address: l/ ?f /111/1,e I< FR/PY 81} City: .~ /!}f J2 .....-----../-----.. / __, . .......,,,.;,,.,· ........ ,,.. _.....,,_-_-;r"--" .. ~~--1-'!::'.'.'.-....k1-=-a.sc ........ c_._·, ---,--Phone: {J1t/lV C/ ?/ --/ 77 / Authoriz~cf Job Site Contact Sign'ature j · Carl Sch.midt Inspection Services, Inc. P. 0. Bpx· 178403 San Diego, CA 92177-8403 (619) 855-9252 SPECIAL INSPECTION REPORT Project:· Calaway Golf Address: 2180 Rutherford Road City: Carlsbad CA Permit Number: CB070387 _...;:::;.::~..;;;.::;.;;;..;_ _____________ _,_ ____________ _ TYPE OF OBSERVATIONS: Reinforcing Steel _ Reinforced Concrete K_Structural Masonry __ Field Welding Epoxy __ Prestressed Concrete_ Shop Welding _Bolting __ Fireproofing __ Number of Samples: J Type: concrete cylinders Materials/DesignMix/Psi: Hanson Mix# 4032500, 4,000 psi Concrete REPORT Date: 03/20/07: Observed placement and consolidation of concrete in new equipment pit: Obtained one set of three concrete cylinders for conformance testing. WORK INSPECTED CONFORMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED Carl Schmidt 642 Inspector (Print) Certification # lnspector's Signature rHOC.. tJ.LI t.J.L. ~~2007. ~7:12 7607386833 • . < UMA .t:St-<A';-'U i. ............ ;;.,. .. ' •. ,-, ~ 1 : ~ ' ·:~ ~·I • , :, \: ., :I •• ~ • '• ·.·.··.: ' • •, ~ .. • I . •.,. · ... ..•. ,• ". ., .. , .. 1,; ·_. I I I I . CEitXIFICATE of CO~PLIANCE **********************t1************************'******"'"'****'k***'•*****1(*>t I . Project 6uAwA'( Gotr -·ContractoJ-~.,( &ct2 Address Z(lo ~Q_ ifi> ]hone Ge) '!so -5U,t'. CAy~(k Cf '!bog . Contact imf ·---- .Plan File # ______ Permit# __ .......... ___ . __ . !_Lima Bravo~ 6ft.z6 Z i ***********************************************~************************ I : i ,: "·. '· . ••:: _.· ... : :· :·· ... .. . . : . , .. ·.. . ·-. l . . ' . · . . . ; ·: · ·~partisunt .of ·llidlhtng. anb ~a&ts Cntifitm .Df.Appnnsai i · I JMUQIOS WCIUMI ...... to, i Liaa 1raYO i r H II c £BT I rt EI r H AT-------------------L O CA r rl> A 1 519 F.nterprise St. , Escondido 1 . Califorbia 9?,029 . I . .. "Al'l'ROVED ,,. THI DErARTN~ll't or IUII.DJNO A.ND IAl't'l''Y UJiDER ' . ' : TH r ,,,, 0 YI SI ON a or Ster I ON-+ Pt,i9? lo, 1 He Loa A N(UL£~ NUN IC .1' ~ I, C 0 D l A I A !'JP! % r1brioator of Li~ht Waight eoai i • ~~--~-1 Dvtotler lt, 1190 'MWA....,.v. NHoh 1, -• i !Ma Cllltv'IICAn: II ts PWlllff or,-Cl'IT '1t MIi AIIOCIIII· I a.~T K ~ 1111 AITCIP M OA._ "'~ • Affl:U 1,-:"" tCIPWC. . . . l- · :·--s · .. · :_: .· ... :·_. ... · .. ·: __ .:~.' . .-·_·::·_::, ·_·. ·:·<:~:;:_-·~·-:::-·.·: .... :::\,~ ,.. . ... •' o • o ,. :• o • ~ o r **********~*******~************'******••••*******~*********************** • • I Pe_r U-:8·~~--~,~~io~ 3~6.(~l~~:P, tll~-sflop_ ~el~~~g·and fabriication for this project was done·by Lima Bravo-(Steel);-an··.approved structu~al ~teeJ-fabricator City of ~s Angeles Number 909 579 Enterpris~ St. Escondido, CA 92029 ;ubensc #322359 (760) 738-4227 Fax (760) 738-6833 ~<: ,,.-="'j :12007 07: 12 7607386833 LIMA BRAVO , Note: See attached shipJj~~-.-(.s) for Pc. Mar~ a:nd description of:items covered· by this Ccrtific~iton PAGE 02/02 .. , .. I ! MATERIAL .. iPROCESS. '1"' • • I • Structural: .. . .... I. .... • "j Shapes L e,)(·sx'f: f1e#f6 ~4~:w:..---~-• I i Plates i Tubes Pipe · .. Re-Bar: . · .. I ·-l . . . . ,~ : . ' Grade ,tl/4 '. :,:>;-: ·,. :'// :' .. :.· . •. Studs: · .. . ·.·. ·.-.. . · .\ Type.½_ .. )(.i_ ·fikts~~---· .. ·: . .-.·· ~-A:r@ .. Sf@ t3&LD . ~ .··: .· ...... ..-;·_.:'·:·•·_..-. . .. \ .. :;·_ .... :.- ************************************~***********~*********************** Notes: •: .. . . . U~less othe_rwise noted,11IJ:~1ectrod_e used is E70XX . . :··' · ..... ·· :,; ·, .. \", .. ,.,.,· . :. ·:, •' ·1 . ; :· . :" ' '·· .. ··.· . ,· ,'"" .. , , ... ·, • ... ; ' I I . ... . .! ~ ~ Rick S. Riewer lNTERNATIONAL CODE COUNCIi/ Reinforced Concrete Special Inspector-Legacy The individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion of the prescribed written requirements. Expiration date: May 1, 2ooy-;-) ""'/i) ~ No. 1067771·88 ~~-~-t\-,--'c;r=,~-~-,-=c-------'-c-=,--c---,..,----,--,----Not valid unless signed bV certificate holder. JGC certification attests to competent knowledge of codes and standards. • Rick S. Riewer IN'ItRNATIONAL CODE COUNCIi!' Structural Masonry Special Inspector UBC Tl1e individual named hereon is CERTIFIED in the category shown, having been so certified pursuant to successful completiqn of the prescribed written req · ements. Expiration date: May 1, 2009 .c::::z.. ... No. 1967771·X4 -~-~~~-d-~~~~~~~~,--Notvalid unless signed by certificate holder. ICC certification attests to competent know/edge of codes and standards. I • Rick S. Riewer INIERNAllONAL CODECOUNC11!' Structural Steel & Welding Special Inspector The individual named hereon is CERTIFIED in the category sI10wn, having been so certified pursuant to successful completion of the prescribed writt~en re irements. Expiration date: May 1, 2009 n) No. 1067771·85 . . . ~ . ' . Not valid unless signed by certificate holder. ICC certification attests tr, competent knowled//C of codes and standard,. I ,.,.x_._ •~::.·--====...,...,......,...,.....,...., __________ _,-, ~ ~ Rick S. Riewer INIERNATIONAL CODECOUNCII! Prestressed Concrete Special Inspector-Legacy The individual named I1ereon is CERTIFIED in the category shown, having been so certified pursuant to successful completion-of the prescribed writtenaI::e uirements. Expiration date: Mav 1, 200911') <:..1· No.1067771·89 ~c:;,k_ ICC ~rt;J;~Uoe ,,.:t.: :~:,::::::::,~;:: ~,v;:::;:,;::;~!'.' . j r -----·--... i ~D ~+t}7cf ;e}_ <_ Es-Gil C--6rporation In <Par:tnersliip :witfi_ <Jovemrnent for <Bui{tfing Safety DATE: 2/22/07 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 07-387 -·, SET:I PLAN REVIEWER D FILE PROJECT ADDRESS: 2180 Rutherford Rd - PROJECT NAME: Calloway Golf Equipment Pit -TI D -The plans transmitted herewith liave been corrected where necessary and substantially comply with the jurisdiction's building codes. . D D D D The plans transmitted herewith will substantially comply with the jurisdiction's building cq.GL~~~f-!--. when minor deficiencies identified in the remarks below are resolved and checked by builcdng · department staff. The plans transmitted herewith have signjf,icant 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 Correcte~ 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 check has been completed. Esgil Corporation staff did advise the applicant that the plan check h~en completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax _ In Person REMARKS: Applicant to obtain pe~~=~nstallation of the new press. This permit is for the pit only. Applicant to complete and -~,.~cial Inspection form. By: Doug Mo(>dy Enclosures: Esgil Corporation D GA D MB · D EJ D PC 2/1"5/07 trnsmtl.dot 9320 Chesapeake-Drive, Suite 208 + San Diego, California 92}23 + (858) 560-1468 + Fax (858) 560-1576 ..... Cfty ·of Carfsbad 07-387 2/,22/07 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPAREDBY: Doug Moody PLAN CHECK NO.: 07-387 DATE: 2/22/07 BUILDING ADDRESS: 2180 Rutherford Rd· BUILDING OCCUPANCY:. Fl TYPE OF CONSTRUCTION: VN BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Tl ·- Air Conditioning . Fire Spri11klers . TOTAL VALUE Jurisdiction Code cb ~y Ordinance Bldg. Permit Fee by Ordinance I ..,,, I PJa·n Check Fee by Ordinance Type of Review: D Complete Review D Structural Only D Repetitive Fee ==8· Repeats * sa·sed on hourly rate Comments: D Other 0 . Hourly 1 I Hour* Esgil Plan Review Fee ($) $120.001 $96.00! Sheet 1 of 1 macvalue.doc GO 'd City of Carlsbad 07-387 2/22/07 City of Carlsbad . l=.JIOGD,i·l•U·L•iihl§eil BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION . Do Not Remove From Plans Plan Check No. 07-387 Job Address or Legal Description 2180 Rutherford Rd Owner~ ftlv( Address J/f,,2 /U1}/ff'.,f:Ollt1 ~ f /Hll.NI/.J(J You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the perfonnance of the phases of construction indicated on the reverse side of this sheet. ' . The Registered Special Inspector shall be l:1pproved by the City of Carlsbad Building Department prior to the issuance of the building pennit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO ai:e approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special lnspe<:tor do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections,nomially required by the County Building Code. · The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated· on the reverse side of thi$ ~heet. (over) 8998 G09 09L 'ON X~j EO 'd City of Carlsbad 07 .. 387 2/22/07 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1./ea ~,u) /U~ ~ PLAN CHECK NUMBER:e6 07" /)~t,J OWNER'S NAME, fJ/thbrJz/ 60(£' I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, wlll be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the s· isted above. UBC Section 106.3.5. "" I, as the engineer/arc · ect ofrecord, certify that I have prepared the following special inspection program as required by UBC Section 1 Q6.3.5 for the construction project located at the site listed above. Signed_(J_. ~---~ 1. List of work requiring special Inspection: ·o Soils Compliance Prior to Foundation Inspection C8J Structural Concrete Over 2500 PSI 0 Prestressed Concrete -0 Structural Masonry rg]· Designer Specified 0 Field Welding 0 High Strength Bolting D Expansion/Epoxy Anchors 0 Sprayed-On Fireproofing D Other _____ _ 2. Name(s) of lndivldual(s) or flrm(s) responsible for the special inspections listed 8!.0 CJ/,US1J4t1 ~ etJfllN&tUNv /gf)~) ffl ~ t/1/Jo e. (5i\.. CAR-l ~CHAz ,7>r :z;;~;z;,;,,.J ScSev1e.es 7. 2:Ne @1.V 8f5?9~~ C. . cy:I 3. Duties of the special Inspectors for the work listed above: : ~UfJ!,t-UflMud C. @eHrJ/l f!_fil Special inspectors shall check in with the City and present their credentials for approval llliQJ'.lg beginn Ing work on the job site. • • •• >- PRIME STRUCTURAL ENGINEERS 11858 Bernardo Plaza Court, Suite 105C San Diego, California 92128 Tel (858) 487,.0311 STRUCTURAL CALCULATIONS CALLAWAY GOLF CARLSBAD, CA SUPPORT FOR SINGLE DECK PRESS 2K7-10 SHEET 1 THRU 17 -=-·-. ----- . . . --.. --.. -. ' _ ~t.A_1;1£ill:!A.:f-_l1f?kf_ '. _,s1~,w. __ @~_f'f~~ ___ : --·· . . . -~-. . . . . --, __ . . 'I I I I ' -I I ; ' -----. --. /,-. ~4-ti., ' : -J· : o,2-?"(2--e,,oorJ-) -:: 7 z.-'?o ~ ~, ' . . .. , . ,. -.... . -·o· ---:. 1--_\ ---.1 ---·-. . : . ' . . ' ~ . . . . -- -.,. ... ' ' ' /-I· -· -. ., . ·-!-·-· + -.. -. --I/' I -I I_: -. -__ ·_:_ --. . ' . . -·\)c,-I'),,.~~ 'v); ·-: -. -: -. --,-,(I·;: -11·;4-o-----,----:--: 'l· U , , , • ~ -1 V · · ' --~ . ' -' .. -.. .. ----' . '. . 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'71¥- PRIMEJob =~r STRUCTURAL Date: : 1 ~ ENGINEERS s11t: . '2-:_ .. I t: / -.. ~ /1( ' / ' ' ' / ,• ~ '. -· .. ! ' ;P.._ //:,, / 'k-tf-t ./·!,_· . .,. '' ·1 · ..... · /.;_Lff~o).: · ;. ~ .. _ 2~ / oo ~ ~ o,f' ~ z.'2--f:io ~ .. ' <P t!!:(,f-,.4,~t-r e: S"t;'4-cf 1,=- I : • .. ·;//;_. iJ '2-,fO I--~ 5 '2-~o#-: · ·-· :_ ('f .-. r vffG-?f::: 77; ~~-A·;ot l~;:r~.r . _:_ ... ' i /((? ~ Ve -z ~ I ._ ?·S'c> tr elf' r, >-? ~o. #-· . ·r ;· ,. ~. ; .. :. -;. " , ·,· .. .. (P~.f ~) ~.-r(¾J~J-)5? i; I.; __ ·:· ' : -. i : ?c ~ '. ~ s-c:;-~-*; z..x ~'g ::. . &oo#- , . if~. :t.fo~oi.r11;,. ~ ~~otl- "" "· ,r ' ···;1 I -. ',· ' ... l ' • ~J. . . ·.--· . -. ·. . .. . . ;,· • ,.---· -~·· PRIMEJob:. Z.f7-10 ;STRUCTURAL pate:~ ...... E~Gl.NEEBS.sht: -~ __ \) .1.A--:r. .: .. ':" .. \.+; { ~5 /~Op~-_) ;. .. ·~/it·*~f /i:. ;;_. :t 1 t () -{F (? ·_£;,/+-. {?p/,.7', · ···:···;) ,.-;i?:.:t ·-i·r:-,.-::··:it :;(i{·;;,;;Jf p __ ;._::~c.~~it-i :· _-_: 11~)l~ 1.? , · · .. -. fi;:;, (.~7-i 1:_fO-!?.~) .---..11.~1~#-.: :.-: ?~ 3.2--~t v ..... 4-.., if :r. ··----r· .. ! -----'--~·--. -·, - //; . ; : ' P~ ~ t~2-(?1~0 e) _+ lf3f~tt-__ :~_ !t-d;c;Zc ij ft~-. /,.,_'( (, tf66;#) -7? ~ :lb J ····-. --. -·-· ( .-, . j --:· .. ,, I ··-. .... -:·---· ;-· :+~ f ···•··• . -: :/ (': 'f . .'V. <-0 _; ! ' ' : ' .. ..:. ' --, ' ,- -r l \• . ·: '' ' ' •l i ! 0s0b3T LOAD COMBO 1 (SU .(s1p12v1s0b4148.TBEAM ANALYSIS PROGRAM (s1p9v1s0b4148T SPAN LENGTH= 6.00 ft (Simple Span) POINT LOADS Pd (k Pl & ft) .X 8.960 8.960 0.000 0.000 0.94 2.99 REACTIONS (k) LOAD LEFT Dead. Live Total 12.056 0.000 12.056 MAXIMUM FORCES V max = Vd max= M max = Md max=;: DEFLECTIONS LOAD ·Total Live Dead TOTAL Defl L / 180 L / 240 L / 36.0 12.06 k @ 12.06 k @ 17.65 kft @ 17.65 kft @ (EI = kin"2) Defl (in) 101453/EI 0/EI 101268/EI E:t 253633 338177 507266 RIGHT 5.864 0.000 5.864 0.00 ft 0.00 ft 2.99 ft 2.99 ft X (ft) 2.89 0.00 midspan PRll\/fEJob: 'Zi::7---10 STRUCTURAL Date: .Jk:{., EliGlNEERSsnt 5 (6.43) (SU (s0p10.00hl CONCRETE BEAM DESIGN (tension steel only) DESCRIPTION: LOAD COMBO 1 re= . 3 ksi fy = 60 ksi Ultimtate/allow = 1 slab & ftg (YES=1, NO=0) 1 Vu= 65.69 psi 17.65 k-ft 0.45 sq.in. Va= 12.06 kip b= Ma= 17.65 k-ft h= h-d = 3 in d= Ve= 109.54 psi Vs= Mu= As req'd= As min = As max= 0.72 sq.in. (200/fy*b*d and 3*sqrt(fe)*b*d) 3.46 _sq.in. (Rhow Bal*0.75*b*d ) Beta= Rhow Bal= 0.85 0.02 As req'd * 4/3 provided #4 re-bar req'd= 3 #5 re-bar req'd= 2 #6 re-bar req'd= 2 #7 re-bar req'd= 1 #8 re-bar req'd= 1 #9 re-bar req'd= 1 As 0.60 sq.in. 0.62 sq.in. 0.88 .sq.in. 0.60 sq.in. 0.79 sq.in. 1.00 sq.in. 24 in 12 in 9 in 0.00 psi PRIME Job: ·~_,7--lo STRUCTURAL oate:-11.il ENGINEERS Sht: ~ ...--. Loads:LC1,LOADCOMB02A Ruutls fot LC I, LOAD COMBO 2A Member Bending Momtnls (k-ft) Prime Structural Engineers 2K7-10 .. 7,158k PRIMEJob: -·--- STRUCTURAL Date: J/..cl. ENGINEERS Sht: + L .... II 111111.Ullllu±lllal 1111111111111111111111, 1111·· ••. ... Single deck press Jan 30, 2007 at 7:37 AM LC 2B.r2d CONCRETE BEAM DESIGN (tension steel only) DESCRIPTION: LOAD COMBO 2A fc= 3 ksi fy = 60 ksi Ultimtate/allow = 1 slap & ftg (YES=1, NO=0} 1 Vu= 23.97 psi 9.80 k-ft 0.25 sq.in. Va= 4.4 kip b= Ma= 9.8 k-ft h= h-d = 3 in d= Ve= 109.54 psi Vs= Mu= As req'd= As min = As max= 0.72 sq.in. (200/fy*b*d and 3*sqrt(fc}*b*d) 3.46 sq.in. (Rhow Bal*0.75*b*d ) * Beta= Rhow Bal= 0.85 0.02 As req!d * 4/3 provided #4 re-bar req'd= 2 #5 re-bar req'd= 2 #6 re-bar req'd= 1 #7 re-bar req'd= 1 #8 re-bar req'd= 1 #9 re-bar req'd= 1 As 0.40 sq.in. 0.62 sq.in. 0.44 sq.in. 0.60 sq.in. 0.79 sq.in. 1.00 sq.in. 24 in 12 in 9 in 0.00 psi PRl~JlEJob: ~1-l'O STRUCTURAL Date: Ji!fl.. ENGINEERS Sht: L .,.... ., . ...,.~ ! . . . . ,,,,., ===r:o 1111 I I 11111 I I I 11 I I I 11111111111111111111111 I I I I I I I I I I I 11111111111 1 Prime Structural .Engineers 2K7-10 .32 . Single deck press Jan 30, 2007 at 7:38 AM LC 2B.r2d CONCRETE BEAM DESIGN (tension steel only) DESCRIPTION: LOAD COMBO 28 re= 3 ksi Va= 16 kip b= fy= 60 ksi Ma= 32 k-ft h= Ultimtate/allow = 1 h-d = 3 in d= slab & ftg (YES=1, NO=0) 1 Vu= 87.15 psi Ve= 109.54 psi Vs= Mu = 32.00 k-ft As req'd= 0.83 sq.in. As min = 0.72 sq.in. (200/fy*b*d and 3*sqrt(fe)*b*d) As r:nax = 3.46 sq.in. (Rhow Bal*0.75.*b*d) Beta= 0.85 Rhow Bal= 0.02 As #4 re-bar req'd= 5 1.00 sq.in. #5 re-bar req'd= 3 0.93 sq.in. * #6 re-bar req'd= 2 0.88 sq.in. i::- #7 re-bar req'd= 2 1.20 sq.in. #8 re-bar req'd= 2 1.58 sq.in. #9 re-bar req'd= 1 1.00 sq.in. 24 in 12 in 9 in 0.00 psi PRIMEJob: u1-1~ STRUCTURAL Date: _if.!4- ENGINEERS sht: ...{JL 1 lix -1.8 Loads: LC 3, LOAD COMBO 3A Results for LC 3, LOAD COMBO 3A Member Bending Moments (k-ft) Reaction units are k and k-ft 11 Prime Structural Engineers 2K7-10 1.7 5.552k \jr,v.:1._: '1,.2\C- -5.76k -6 2 Single deck press Jan 30, 2007 at 7:44 AM LC 2B.r2d n, c.n :::;e:--t c;-:, :::0 _c:: ::z: 0 n,-'I rn= ::0 ::;o er., f'='. (I) 0 ~ ~ ~ CONCRETE BEAM DESIGN (tension steel only) DESCRIPTION: LOAD COMBO 3A fc = 3 ksi fy = 60 ksi Ultimtate/allow = 1 slab & ftg (YES=1, NO=O) 1 Vu= 20.70 psi 6.00 k-ft 0.15 sq.in. Va= 3.8 kip b= Ma= 6 k-ft h= h-d = 3 in d= Ve= 109.54 psi Vs= Mu= As req'd= As min = As max= Beta= Rhow Bal= 0.72 sq.in. (200/fy*b*d and 3*sqrt(fc)*b*d) 3.46 sq.in. (Rhow Bal*0.75*b*d ) 0.85 0.02 As req'd * 4/3 provided As * #4 re-bar req'd= 1 0.20 sq.in. #5 re-bar req'd= 1 0.31 sq.in. #6 re-bar req'd= 1 0.44 sq.in. #7 re-bar req'd= 1 0.60 sq.in. #8 re-bar req'd= 1 0.79 sq.in. #9 re-bar req'd= 1 1.00 sq.in. 24 in 12 in 9 in 0.00 psi p R I ME Job: :J..k:1::i o STRUCTURAL Date:-4P1. ENGINEERS Sht: /'2., Ii~ Loads: LC 4, LOAD COMBO 3B Results for LC 4, LOAD COMBO 38 Member Bending Moments (k-ft) Reaction units are k and k~ft 13.4 Prime Structural Engineers 2K7-10 -5.76k -17.072k -28.2 1 'IV\U:. \1,.4-I:. Single deck press ) 9.4 Jan 30, 2007 at 7:46 AM LC 2B.r2d ~~ 1J G:) :::0 -n _c::=,v ;z<? -me! 2' m:;;o_,. ~?=:m en o '-=i-0) 0 !""!" ~ ~ CONCRETE BEAM DESIGN (tension steel only) DESCRIPTION: LOAD COMBO 38 fc = 3 ksi fy = 60 ksi Ultimtate/allow = 1 slab & ftg (YES=1, NO=0) 1 Va= Ma= h-d = 13.4 kip 28.2 k-ft 3 in b= h= d= 24 in 12 in 9 in Vu = 72.98 psi Ve= 109.54 psi Vs= 0.00 psi Mu= 28.20 k-ft As req'd= 0.73 sq.in. A$ min = 0.72 sq.in. (200/fy*b*d and 3*sqrt(fc)*b*d) As max= 3.46 sq.in. (Rhow Bal*0.75*b*d ) Beta= 0.85 Rhow Bal= 0.02 As #4 re-bar req'd= 4 0.80 sq.in. #5 re-bar reqtd= 3 0.93 ~q.in. #6 re-bar req'd= 2 0.88 sq.in. #7 re-bar req'd= 2 1.20 sq.in. * #8 re-bar req'd= 1 0.79 sq.in. #9 re-bar req'd= 1 1.00 sq.in. PR 11\.4 E Job: zt.1---1 ~ STRUCTURAL oate:.J/.EJ_ ENG!rJEERS Sht: J/:_ . --,' ___ ,' ----, .. P~_ :-_ JYIJgf __ -.:_,Jz,,(l_.4.:0; i1>) ·:.~ .. __ -;ioi.:~t . :-r ir -~ . ~ , 1JtV :r J; i. ( t4ogt.) _~ _ : 1.~:_l,, i!-t ~ .Pl.,, ~) -i~ ~P-t-~ ·_14.ii~ -JJ-~.(& lfb~~ i /-2-2~?-'t fi_ .. -[ ·-11rz.j/.. -t o.q (blP:>o-1,1) 'r I? 7fZ- ' . .. . --. -. .,. ------· • • -.,. • :· ., •• , ' • -·· I ~ -,. ' ... -.--,· " ·; ·: ··--· . --· ... --, ---,-, .. ; -'·-. .. . ,.__, --. -' . : . -. : . ~ -. . . .. ; w. ··-. : •.... ,. ·-· _,., ·-· --·--·· ---· ·:---; -•• -·· ........ :. -- :--; . "; ~x 7.6 Loads: LC 1. LOAD COMBO 2A Results for LC 1, LOAD COMBO 2A Member Bending Moments (k-ft) Reactlon units are k and k~fl Prime Structural Engineers 2K7-10 .302k -15.662k -23.3 Vw,.q.._ ;.,- Single deck press 7.8 1/'\ t:- Jan 30, 2007 at 8:06 AM LC 2B.r2d ~~7J e ~ ;o :::z:C">-rn-• ::::-rn c:::::. :;;tl:;o en~ m (J) 0 c_ :::r tl) 0 r"!" co ~ CONCRETE BEAM DESIGN (tension steel only) DESCRIPTION: LOAD COMBO 2A fc = 3 ksi fy = 60 ksi Ultimtate/allow = 1 · slab & ftg (YES=1, NO=0) 1 Va= Ma= h-d = 7.9 kip 23.3 k-ft 3 in b= h= d= 24 in 12 in 9 in Vu= 43.03 psi Ve= 109.54 psi Vs= 0.00 psi * 23.30 k-ft 0.59 sq.in. Mu= As req'd= As min = Asmax =· Beta= Rhow Bal= 0.72 sq.in. (200/fy*b*d and 3~sqrt(fc)*b*d} 3.46 sq.in. (Rhow Bal*0.75*b*d) 0.85 0.02 As min provided As #4 re-bar req'd= 4 0.80 sq.in. #5 re-bar req'd= 3 0.93 sq.in. #6 re-bar req'd= 2 0.88 sq.in. #7 re-bar req'd= 2 1.20 sq.in. #8 re-bar req'd= 1 0.79 sq.in. #9 re-bar req'd= 1 1.00 sq.in. P . 2¥-1-11) RIMEJob. --·- STRUCTURAL oate:iw.,_ ENGJNEERS Sht: _]_J_ Prime Structural Engineers From: Sent: To: Ed Salinas [EdS@callawaygolf.com] Tuesday, January 16, 2007 8:21 AM Prime Structural Engineers Cc: Phil Harris; Andrew Tarango Subject: RE: CG HQ Pit Drawings Page 1 of2 Chung, _ · --~ . The press weights,~25, 1·00 lbo/(fully assembled). The adjacent tank (Hydraulic Power Unit) Weight is insignificant compared to the pr~s,mcF\vill be thru bolted to the bottom of the pit (no special anchoring required). We don't have pictures yet, but expect them in a day or so. Once-we have the pictures, we'll forward them to you. Any idea how long this will take to complete the design? Thanks; Ed From: Prime Structural Engine~H,~N@Q1.MA TERJAL Sent: Tuesday, January 16, 2007 7:36 AM To: Ed Salinas Subject: RE: CG HQ Pit Drawings Ed: The pictures will help. Thanks. Chung Y Song Prime· Structural Engineers 11858 Bernardo Plaza Court, Suite 105C San Diego, CA 92128 Tel (858)487-0311 Fax (858)487-0206 -----Original Message----- Froin: Ed Salinas [mailto:EdS@callawaygolf.com] Sent: Tuesday, January 16, 2007 7:30 AM To: Phil Harris; Prime Structural Engineers Subject: FW: CG HQ Pit Drawings Phil, Do we have an idea how much this unit weights? I couldn't find the weight on the drawings. Chung, The unit is currently back East (Top Flite) and will arrive in SD the first part of February. Will pictures help? · Ed From: Prime Structural Engineers [mailto:primepse@pacbell_.net] Sent: Tuesday, January 16, 2007 7:20 AM To: Ed Salinas Cc: andrewt@sca.:sd.com 1/16/2007 .--.- Subject: RE: CG HQ Pit Drawings Ed: Do you have any idea the weight of the unit? II like to come by take look ~t the unit if it is possible. Please iet me know. Thanks. Chung Y Song Prime Structural Engineers 11858 Bernardo Plaza Court, Suite 105C San Diego, CA 92128 Tel (858)487-0311 Fax (858)487-0206 -----Original Message---.,-- .From: Ed Salinas [mailto:EdS@callawaygolf.com] Sent: Tuesday, January 16, 2007 7:12 AM To: Andrew Tarango; Prime Structural Engineer$ Subject: FW: CG HQ Pit Drawings Chung, Do you have e~F~REN@FJthMJ\. TERIAL Ed From: Ed Salinas Sent: Friday, January 12, 2007 10:52 AM To: Andrew Tarango; Prime Structural Engineers Cc:· Phil-Harris Subject: CG HQ Pit Drawings Andrew & Chung, Page 2 of2 The previously sent drawings were from the manufacturer (French) of the press. These drawings include our placement. of the pit in HQ and how Top Flite designed their pit. We want out pit just like Top Flite's with the exception of a 16' inside width (side to side). 1/16/2007 Do the previous drawings have enough info to add to these to begin design? Thanks for your help on this. Ed Page 1 of 1 Prime Structural Engineers From: Ed Salinas [EdS@callawaygolf.com] Sent: Friday, January 12, 2007 10:52 AM To: Andrew Tarango; Prime Structural Engineers Cc: Phil Harris -Subject: CG HQ Pit Drawings Andrew & Chung, The previously sent drawings were from the manufacturer (French) of the press. These drawings include our placement of the pit in HQ and how Top Flite designed their pit. We want out pit just like Top Flite's with the exception of a 16' inside width ( side to side). Do the previous drawings have enough info to add to these to begin design? Thanks for your help on this .. Ed REFERENCE MATERIAL 1/12/2007 ~. I .._j ) ·. . i. \ i { )\ rY11~. -. __:_====~===; -=======~~~ r--'--===:=::;:::::;::::::=~WCM~-~I' D~Rl~VE~===--:::!: I· . I~ -====--;::-"""""" I .. _ _ ,1 ~ tt· CAD/ CAM LAB I \jll .,~~1 AERO LAB I I HSM.CfNl?R l #35 . lrl .I- IIE n SPRAY 600TH ~ #17 CAI.DOOR '-- I.G'-0" I @] I • ~ 3 ------I T=~ I . DUSTER #0 CORE LAB ' TA5LE ~ ~rr u·· ~~ERM~ -~Mbw"a. . ..,_,_ II ,..... I, ~ r / ELECT. 11331 Center of gravity Page 1 of3 Prime Structural Engineers 'From: Ed Salinas [EdS@callawaygolf.com] Sent: Tuesday, January 23, 2007 4:21 PM To: Prime Structural Engineers Cc: Phil Harris .Subject: FW: Center of gravity of Single Deck Press Isaac, Please read Phil's~ s· f the press use. Each mold weighs about 250 lbs; there are two molds per press. Total mold weight i 500 lbs. . Ed .... , .. -_,.,, ...... ,-----------------------~------------~- From: Phil Harris Sent: Tuesday, January 23~ 2007 10:20 AM . To: Ed Salinas · · Subject: RE: Center of gravity ~B~ CE MA TE RIAL I do not know the weights but each mold half is 24" X 24" and 1.5" thick the molds are made of steel. To operate you need 2 mold half's to operate. I think they should be able to get close with the weights with this info. The operation of the press is very slow all the movement is from the three Hydraulic cylinders on the bottom of the press. There are 2 smaller cylinders (Low Pressure) that move the big cylinder all the way to top half of the mold cavities. The big cylinder (High Pressure) will then actuate. After about 20 seconds of high pressure the press will open up approximately 0.5" to release any trapped air that may have been captured in the first closure. The press will then close again at High pressure for a period of time then the press will open completely to complete the core mold process. Phil Harris Facilities/ Maintenance Manager Callaway Golf Carlsbad-CA From: Ed Salinas sent: Tuesday, January 23, 2007 6:50 AM To: Phil Harris Subject: FW: Center of gravity of Single Deck Press Phil, Can you give Isaac Garnier (Prime Structural) a brief synopsis of how this press will be used including mold/tooling weights and thicknesses? Or I c~n forward your response. Thanks, Ed From: Prime Structural Engineers [mailto:primepse@patbell.net] Sent: Monday, January 22, 2007 3:46 PM To: 'McDaniel, Jason P.' Cc: Ed Salinas 1/24/2007 Center of gravity Page 2 of3 ' . Subject: RE: Center of gravity of Single Deck Press Jason, Thank you for the prompt reply. Per our phone conversation, the weight of the machine is· 25,100 lbs, and the machine operating does not cause additional dynamic forces, or rotational forces, or uplift at the base. We will do our foundation design for a center of gravity 52" + 2". (for customer tooling)= 54" Another question, can we assume the steel ring at the base of the machine distributes the load uniformly to the foundation? That's all we have for now, I'll call you if we have any further questions ED, Please give us some input what this machine will be use for, so the maximum weight of molds and tooling can be estimated? What about Minimum thickness of tooling/molding? Thank you, Isaac Canner Project Engineer Ph# 858.487.0311 REFERENCE MATERIAL -----Original Message----- From: McDaniel, Jason P.[mailto:jpmcdaniel@frenchoil.com] Sent: Monday, January 22, 2007 3:09 PM To: Isaac Subject: Center of gravity Isaac., When the press is setting idle in the normally opened position the center of gravity is fairly low to the floor. The dimension from the base of the press to the center of gravity is approximately 47.5". This does not take into affect any tool/mold weights, which are unknown from my siqe. The press does move and is not always in the idle state. I have to assume the tool will be as thin as 4" thick. The press opening is 19". Therefore the machine will stroke upward 15". This moves the center of gravity up. The resultant center of gravity from this action is now 52" from the base. I believe this is what you will want to use when calculating the seismic loading. To be safe you will have to move it up another few inches once you add the weight of the customer supplied tooling. • If you have further questions, please give me a call. Sincerely, Jason McDaniel 1/24/2007 ......... Center of gravity Subj°ect: RE: Center of gravity of Single Deck Press Jason, Thank you for the prompt reply. Page 2 of3 Per our phone conversation, the weight of the machine is 25,100 lbs, and the machine operating does not cause additional dynamic forces, or rotational forces, or uplift at the base. We will do our foundation design for a center of gravity 52" + 2" (for customer tooling) = 54" Another question, can we assume the steel ring at the base of the machine distributes the load uniformly to the foundation? That's all we have for now; I'll call you ifwe have any further questions ED, Please give us some input what this machine will be use for, so the maximum weight of molds and tooling can be estimated? What about Minimum thickness of tooling/molding? Thank you, Isaac Canner Project Engineer Ph# 858.487.0311 REFERENCE MATERIAL -----Original Message----- From: McDaniel, Jason P.[mailto:jpmcdanlel@frenchoil.com] Sent: Monday, January 22, 2007 3:09 PM lo: Isaac Subject: Center of gravity Isaac, When the press is setting idle in the normally opened position the center of gravity is fairly low to the floor. The dimension from the base ofthe press to the center of gravity is approximately 47.5". This does not take into affect any tool/mold weights, which are unknown from my side, The press does move and is not always in the idle state. I have to assume· the tool will be as thin as 4" thick. The press opening is 19". Therefore the machine will stroke upward 15". This moves the center of gravity up. The resultant center of gravity from this action is now 52" from the base. I believe this is what you will want to use when calculating the seismic loading. To be safe you will have· to move it up another few inches once you add the weight of the customer supplied tooling. If you have further questions, please give me· a call. Sincerely, Ja_son McDaniel 1/24/2007 ' ·::=::· .. ---~. Center of gravity Vice President -Engineering and Manufacturing The French Oil Mill Machinery C<;>. 937-773-3420 ext 318 www.frenchoil.com REFERENCE MATERIAL 1/24/2007 Page 3 of3 -- --~ , .. ......_ -Page 1 of2 .. .. . Prime Structural Engineers From: Ed Salinas [EdS@callawaygolf.com] Sent: Wednesday, January 17, 2007 7:06 AM To: Prime Structural Engineers Cc: Phil Harris Subject: FW: Single deck press Chung, J Yes, the base of our press is a ring, with the OD= 39.25" and ID= 30.25". Contact area is 492 sq in and pressure works out to be 51 psi. Ed ----------.. ··-·------,.----------------------------------··---.. -· From: Mark Cloutier Sent: Tuesday, January 16, 2007 4:24 PM To: Phil Harris Cc:~dSalinas. REFERENCE MATERIAL SubJect: RE: Single deck press Phil, r Attached are original press drawings for e single deck presses. The base ring is shown on sheet 2, and the OD is 39.25" and ID is 30.25". . . Sheet 2 also shows trench depth at 29 inches. This is the same depth as the trench for the double deck presses, but there were external pneumatic cylinders required to bring the lower spike plate up to operator work height, · and to bring the upper spike plate down to operator work height (see sheets 1-3 of the manual operation pdf file sent earlier). Since you're only working from one deck height you may be able to modify the trench depth so the external lift cylinder is not needed. Mark From: Phil Harris Sent: Tuesday, January 16, 2007 6:07 PM To: Mark Cloutier Cc: Ed Salinas Subject: RE: Single deck press Thank you Mark for the pictures we noticed that the base is different than depicted in our drawings. The drawings show a 4X4 solid base the actual base in the picture shows a steel ring. If at all possible can you please measure the inside and outside radius on the base this Will get out engineer the total contact area the base. actually has supporting the press. Thank again for all your help. Phil Harris Facilities/ Maintenance Manager Callaway Golf Carlsbad CA From: Mark Cloutier Sent: Tuesday, January 16, 2007 1:33 PM To: Phil Harris Cc: Tom Veilleux 1/17/2007