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Home My WebLink About2285 RUTHERFORD RD; ; CB911390; Permiti,;-=-. , _ _A} 11/19/91 13:17 Page 1 of 1 B U I L D I N G . P E R M I T ~o~\l)-g· Permit No: CB911390 Project No: A9101767 1 Development No: , Job Address: 2285 RUTHERFORD RD ~tr: Fl: Ste: · 5328 11/19/91 0001 01 02 Permit Type: INDUSTRIAL TENANT IMPROVEMENT Parce.1 No: C-PRMT 101107-00 vaiuation: 867,~32 Construction Type: IIIN Occupancy Group: B2 Class Code: Description: 41292 SF OFFICE CALLOWAY GOLF : 1/3RD OF BUILDING 1HRSPRNK Appl/Ownr: LARWIN-ROSEDALE 818 986 16 2 5 5 VENTURA BL VD 9 OJL ____ ---~ Status: Applied: Apr/Issue: Validated By: 4844 ISSUED. 10/15/91 11/19/91 CD ENCINO, CA 9143~~---, *** Fees Required ***//_ ,-~'2,\**((:::, /~1¼f$0C~cted & Credits *** / --~,,, "'-~,1 ...__ ,.., /H , ---------Fees: -----103 ~ _1,j9 ~ oo,( ())')-----~---0 (}«~ _(i;J"'\ ___________________ _ Adjustments: / .\00 '-·->/'";,?"? To~~"'i~~~..9;,t~: ~ \ . oo Total Fees: 103,--;14~._'Q__O / .,,,J/h·,. Tcff-a'i Pay!.1\?")i18~:: ·\ 2,042.00 ~. / ¥ ,.-~{',, (·~ \. ("""/ • • / '-v / ' 1 ~ \J"-,1 B-~lano!?_\...::.~: . 1 101,107.00 Fee description / .----.. / '-~~"'"* s:::::::=:;-,: ::_:·U~=!,. ~s;,;7 \Fe't~l ~ Ext fee Data -------------------------7-----~----~~~~¼--~-r~/ ·-,----------------Building Permit { , ___ / ', ~~~----·· \ fr:=:;; j 3144.00 Plan Check 1 ; .,.A~,;.-.,~ 0 1 2044. oo Strong Motion Fee \ ': ~ ff(: \ · ::"' 4{(-i 182. 00 Enter Number of EDU/ s .\,:;:,:_:" '·i.)t,,~1\ > \ 11 1 f~ j 32296. 00 Enter "Y" to Autocaic Li_ce~se"Ta . \ 9 / 15782. 00 Y \ C ._F ~t>.~ ) L , --14568. 00 \ : :,;r0 t, ~~~ INCORP~RATED / ~) i!~~r ~~ Enter Bridge Fee ;; .,,~ ,-,:;~.22~0~~ \[-12716. 00 ;n!~~L?,i~G f;~T!iumbing Is ,~ ·;-~ rry@~ 9865 ~: ~~ y Each Plumbing Fixture or Tr ·, -·f>1 ~) \.JV67-// 2. 50 167. 50 Each Building Sewer ___ --1 6. 50 6. 50 Each Roof Drain > 7 2.50 17.50 Each Water Heater and/or Vent > 1 2.50 2.50 Gas Piping System > 1 2; 50 2. 50 * PLUMBING TOTAL 204.00 Enter "Y" for Electric Issue Fee > 10. 00 Y Three Phase 480 Per AMP > 4000 1.00 4000.00 * ELECTRICAL TOTAL 4010.00 Enter 'Y' for Mechanical Issue Fee> 15.00 Y Install Furn/Ducts > 26 9.00 234.00 Each Install/Reloc Appliance Vent> 8 4.50 36.00 * MECHANICAL TOTAL .• _/ 285.00 . _F1~4tAPPROVAL INSP.~DATE CLEARANCE -- CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ,,..,.- A - B -: [XINDUSTRIAL ·{ -0-RESIPENT-IAL OAPARTMENT D qUPLEX D DEMOLI T'ION [] ME'cHAN I CAL O P90L TENANT IMPROVEMENT 1K] TENANT IMPROVEMENT OCONDO OSINGLE FAMILY DWELLING OADDITION/ALTERAHON ORELOCATION OMOBILE HOME OELECTRICAL OPLUMBING DsPA ORETAINING WALL OsoLAR 2. Near~st cross· Streets LEGAL DESCRIPTION CHECIC 'BELOII "IF SUBMITTED: 64 2 Energy Ca_ l cs ASSESSOR IS -PARCEL BLOG. ~Q. FTG.121,430 S.f. Drive No. 81-10 .Unit No. U~it ~o.1 Map No. Phase -No. 10330. D 2 Soi-ls Report 1*' 1 Addressed Envetope . . EXISTING USE she 11 b 1 d : . PRoP9sEo usE_ offi.ce warehouse. tenant improvement # OF STqRIES 2 3. CONTACT PERSON Ma·rk AA~ Smith Consulti cm San Diego, ADDRESS STATE CA ZIP CODE 9868 Scranton Road, Suite 150 92121 DAY TELEPHONE 619.-4'52-'3188 . Sl·(;NATURE 4. APPLICANT co CTOR D AGENT FOR CONTRACTOR DOWNER 00 AGENT F.OR OWNER AA~M~rk Langan/Smith clTY _San Di ~go ulting Archit~ti~ 9868 _ . ~TATE CA ZIP ~ODE 92121 Scranto.n Road, Suite 150 · DAY TEtEPHONE 619-452-.3188 5. PROPERTY OWNER NAME Larwin-Rosedale · l:ncino O\INER 00 LESSEE DTENA~T CI_TY Properties STATE CA AooRess 16255 Ventura B1 vd. #900 . ZIP CODE 91436 . . _DAY TELEPHON_E 818-986--4844 6. CONTRACTOR NAME Snyder Langston tm San. Diego AoDREss 5675 Ruffi.n Road, Suite 300 STATE CA ZIP CODE 92123 DAY TELEPHONE 619-496-3700 STATE L!C. # ____ _ LICENSE CLASS ____ _ CITY ~llSlNESS qc. # SIGNATURE TITLE 'DATE iii:siGNER ·NAME Smith Consulting Architects AooREss 9868 Scranton Road, Suite 150 CITY San Di-egg, STATE CA ZIP CODE 92121 DAY TElEPHONE 619-452-318B STATE LJC. # c:.11701 1 .. WORKERS' .COMPENSATION 8. Workers• C~nsat-ibn Declaration: 1 hereby affirm that 1 have·a certificate of consent to·sel·f·irisure issue,l by the Director of Industrial, Relations, or a certificate of Workers' C~nsation Insurance by an aanitted insurer, or an exact ,copy or dupl-icate th_ereof certi:f.ied by the Director of the . ins1,1rer thereof filed with the Building Inspection Department '(Sect.ion 3800, Lab._ C). · .INS0RANCE ·C()!1Pi\NY POLICY NO. E~P!RAT!ON DATE Certificate of EXefll)tion: 1 certify that in the performance of the·work fo~ which this permit is issued,_!· shall .. not errpl·oy any person in any manner so .as to become subject to the Workers• C~nsation Laws of California. SIGNATUR; DATE OWNER-BUILDER DECLARATION Own~r-Builder 0eclarat ion: 1 hereby affirm that am exempt from the Contractor's Li cen.se Law for the fol lowing reason: D 1 as owl)er of the property or my employees with wages as' their sole compensation, will do the work and the struc:t~re t's n~t intended or offered for sale (Sec·. 7044, Business and Professions Code: The Contractor's License Law does riot appl.y to an owner _of ·property who· builds or improves thereon,., and who. does such work h·imself or through his own employees, provided that such improvements are not intended or offered for sa_le. If, however, the building or i'mprovement is sold within one year of completion, the 6wner·ouilde, will have the burden of pr_oving that he did not bui.ld or improve for the purpose of sale.). tJ 1, as owner of the property, am exc lus ivel y contracting with licensed contractors to construct the project (Sec. 704.4; Business ana Profess,i ons Code: The Contractor's License ~aw does not apply to an owner of property who builds or improves thereon, and-~ontracts· for such projects with contrac,or.(s) licensed pursuant to the Contraotor •s License Law). D I am exempt under ·Section __________ Business and Professions Code for this reason: (,Sec. 7031.5 Business and Professions Code: Any City or County wh-ich requires a permit to consfruct, alter, if11Prove, demolish, or repair any structure, prior ·to its issuance, also requires the applicant for such permit to file a signed state~nt ·that he is l'icens·ed pursuant to t!)e provisions of the Contractor's License Law (Chapter 9, corrrnencing 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 t.o a civil penalty of not niore than five hundred doll·ars [$500]). · S-IGNATURE DATE COMPLlETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? · · DYES ONO Is the applicant or future building occupant required to obtain a permit from the air pollution control'distr·ict or air quali.ty· management district? 0.YES ONO Is the fac_i l Hy to be constructed within 1,000 feet of the outer-boundary of a school site.? DYES IF ANY· OF THE ANSWERS f<RE YES, A FINAL CERT! FI CATE OF OCCUPANCY NAY NOT BE ISSUED AFTER JUlY 1; 1989 UNLESS THE APPUCANT .HAS MET OR IS MEETING ,THE REql,IIREMENTS OF THE. OFFIC!= OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 9. CONSTRUCTION LENDING AGENCY hereby .affirm that there is a construction lending agency for the performance of the work for which· this permit is issued• (Sec 3097(iJ Givil C9de). LEN0~R IS NAME tENDER IS ADDRESS 10 .. APPLICANT'S SIGNATURE . . · r certif.y that I have read the application and state that the above information is correct .• r agcee t~ co'mpl.y with al·l City ordinances and State la'ws relating to building construc.tion. I hereby authorize representatives of" the City of Carlsbad to enter upon the above mentioned property for inspection puq:,oses. I Aj.SO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY 'OF CARLSBAD AGAINST ·ALL LIABILI.TIES, JLOGMENTS., COSTS AND EXPENSES WHICH·"MAY IN ·ANY IIAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF tHIS PERMIT. . . by the Building Official under the provisions of this Code shat-l expire by limitation and become· n_uTL and void rt the building it is not commenced within 180 days from the date of such permit or if the building or work authoriz~d by such permit is suspended r the work is commenced for a period of 180 days (Section 303(d) ·Uni.form Building Code)·. · D OWNER D CONTRACTOR D BY PHONE )( owner c1gent - WHITE: File YELLOW: Applicant PIN.K: Finance APPROVED ·BY.:·-'--"----'-'----'--'-"-- DATE: -,-'--"---,a-,-c..,..------'-"-;.- J, 11/19/91 13:37 ?age 1 of 1 ,Job Add:ress: 228'5 Permit Type: S2WER Parcel N<:>: RUTHERFORD RD -OFFiCE;WAREHOUSE Description: CA~LAWAY GOLF P E R M I T 41292 SF WAREHOUSE ~o OFt:cE Per!t1it N<>: SE91:}1Uf) 5328 11/19/91 0001 01 02 C-PRHT 36540-00 Status: I:3SUED A9plied: .:.8/21 1 9t Apr/Issue: 111:·3;9: ?ermitee: LARWiN-R8SEDA~E 818 9d6 4844 Exp~re0: 16255 VENTURA BLVD 900 E~CINO, CA 91436 Fees Required ---------------·------------· Fees: Adjustments: Totq.l Fees: Fee description , I , ' i Enter Office Square Total EDUs Sewer Fee <Sewer Credit> Enter Sewer EDUs * SEWER TOTAL CITY OF CARLSBAD 5331> ~000}. :01MCI92 C-PRMT 0°70 . :':O .00 3 6, 5,4 0. 7 0 Ext fee Data 22.94 22.94 36933.00 -13296.02 12903.72 F 36540.70 2CT/S Las Palmas Dr., Carlsbad, CA 92()()() (619) :438-1161 l/3RD TYPE-: IT CITY OF CARLSBAD INSPECTION REQUEST FOR 04/13/92 SF OFFICE CALLOWAY GOLF OF BUILDING PERMIT~ C~911390 DESCRirION: 41292 JOB ADORE : 2285 RUTHERFORD RD PHONE: -----GONTRACTOR: PHONE: -----OWNER: PHONE: STR: INSPECTOR AREA MP PLANCK# CB911390 OCC GRP B2 CONSTR. TYPE VN FL: STE: APPLICANT: ~IN-ROSEDALE REMARKS: RS/ROBBIE/431-0314 SPECIAL INSTRUCT: 818 98~6 4~n~v INSPECTOR y ·TOT.AL TJ:ME: --RELATED PERMITS--PERMIT# SE890127 SE910099 CB911653 CO920013 SE910100 CB911482 CB911501 SE920001 CB911685 SE920014 CB920041 TYPE swow swow MECH COFO swow MECH ITI swow ITI swow ITI STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ----------- CD LVL DESCRIPTION ACT COMMENTS ·19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical &tJOtNG f (2.t_ MP -------------------------·-------"---,--------- -----------'------------------------------------- ***** INSPECTION HISTORY***** DATE 031792 031392 0'.3.1192 031092 031092 030492 022892 0·22692 022592 022592 022192 021992 021492 02i492 020792 020792 DESCRIPTION Final Combo Final Combo Final Combo Ftg/Foundation/Piers Gas/Test/Repairs· Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Rough Combo Gas/Tes.t/Repai~s Frame/Steel/Bolting/Welding Rough Combo Interior Lath/Drywall Rough Combo Ftg/Foundation/Piers Shear Panels/HD's ACT INSP CO MP NR MP co MP NR MP AP MP AP MP NR MP AP MP PA MP AP MP AP MP CO MP NR MP NR MP NR MP NR 'MP COMMENTS SLAB@ MECH AREA PENDING SPEC INSP APPROVAL MARKED ON PLANS FINAL GAS TEST MARKED ON PLANS \. ·,I, -.:itO / 2 0 }-9'2 lNSPECTION HIS_TORY LISTING FOR PERMIT# CB911390 DA,TE _04/13/92 04/13/92. 03/17/92 03/17/92 03/13/92 . 03/13/92 03/11/92 03/1·0/92 03/10/92 03/10/92 03/10/92 '03/04/92 '03/04/92 -02/28/92 02/28/9i 02/26/92 02/26/92 02/~5/92 02/2?/92 02/25/92 02/21/92 02/21/92 02/19/92 · 0'2/l~/92 02/14/92 02/14/92 Q2/l4/92 0.2/14/92 02/14/92 02/07/92 02/07/92 0:2/07/92 0:2/07 /92 02/07/92 02/0,7/92 02/07/92 02/0-6/92 02/0.6/92 o'2/05/9-2 02/05/92 02/05/92 02/05/92 02/04/92 02/04/92 01/31/92 -01/31/92 . 01/28/92 0:1/2-8/92 01/2·8/92 01/27/92 Q:l/27/~2 01/24/92' .· 01/24/92 INSPECTION TYPE Final Combo Fi~al Combo Final Combo Final Combo Final Combo Final Combo Final Combo Ftg/Foundation/Piers F:tg/:Foundation/Piers Gc;ls/'1;1est/Repairs Gas/Test/Repairs Ftg/Foundation/Pier$ Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/F9undation/Piers ftg/Foundation/Piers Gas/Test/Repairs Rough combo --.Rough Combo Frame/Steel/Bolting/Wel Frame/Steel/Bolting/Wel Rough ·Combo ;Rough Combo Interior Lath/Drywall Interior Lath/Drywall Final Structural Rough Combo Rough Combo Ftg/Foundation/Piers Ftg/Foundation/Piers Shear Panel~/HD's Shear Panels/J:ID's . Frame/Steel/Bal ting/Wel Fr~me/Steel/Bolting/Wel Gas/Test/Repairs Gas/Test/Repairs Gc;ls/Test/Repairs Interior Lath/Drywall Gas/Test/Repairs Rough Combo Rough Combo Gas/Test/Repairs Rough Combo Rough Combo Rough combo . Frame/Steel/Bolting/Wel Rough Combo · Rough Combo Interior Lath/Drywall Interior Lath/Drywall Fr.ame/Steel/Bolting/Wel Ihterio_r Lath/Drywall HIT <RETURN> TO CONTINT.}E ••• INSP ACT COMME~TS RI MP RI MP RI MP MP -RI MP RI MP RI MP RI MP RI MP MP RI MP RI MP RI MP R:t MP R:i: RI MP RI MP RI MP RI MP· MP RI MP MP MP RI MB MP RI R::C MP MP RI MP RI "MP MP MP RI AP RI co RI' NR co RI NR RI AP· RI AP RI NR RI AP · AP RI PA RI AP "RI co RI NR RI RI NR· R;t NR . RI NR RI NR _PA RI PA .PA CQ RI fA PA ·RI RI ~p NR RI PA RI NR AP AP · __ RS/ROBBIE/431-0314 PENDING FIRE APPROVAL MH/ROBBIE/43l-0314 MH/ROBBIE/431-0314 MH/ROBBIE/431-0314 MH/ROBBIE/431-0314 MH/ROBBI'E/431-0314 SLAB-@MECH AREA MH/DON MH/ROBBIE/431-0~14 PENDING SPEC INSP APPROVAL FINAL GAS TEST _MH/ROBBIE/431-0314 MARKED ON PLANS . MH/ROBBIE/431-0314 MARKED ON PLANS MH/ROBBIE/431-0314 MH/DON MH/DON MH/ROBBIE/431-0314 MH/ROBBIE/431-0314 -MH/ROBBIE/ 4 31-0314 ;MH/ROBBiE/431-0314 START N-EW GAS TEST Ml,-I/431-0314 S,TART GAS TEST MAR~ED ON PLANS· .GAS TEST FA,ILED MH/ROBBIE/431'.""0314 · .SEE ~NSPECTORS NOTES START GAS TEST MH/ROBBIE/431-0314 . ?{li/ROBBIE/43.1-0314 MARKED ON PLANS ~H/ROBBY/431-0314 ·OK TO DROP TILE @ 1ST FLR MH/ROBBIE/43'1-0314 MARKE-b ON PLANS MARKED ON PLANS J.0/20/92 INSPECTION HISTORY LISTING FOR PERMIT# CB911390 DATE INSPECTION TYPE INSP ACT COMMENTS 01/2:J,./92 Frame/Steel/Bolting/Wel RI Rl MH/ROBBIE/431-0314 01/21/92 Frame/Steel/Bolting/Wel MP AP MARKED ON PLANS 01/21/92 Interior Lath/Drywall RI Rt. MH/ROBBIE/431-0314 01/21/92 Interior Lath/Drywall MP AP 01/21/92 Rough Electric RI RI MH/ROBBIE/431-0314 01/21/92 Rough El.ectric . MP AP 01/10/92, Interior Lath/Drywall RI RI MH/431-0314 01/10/92 Interior Lath/Drywall MP PA MARKED ON PLANS 01/10/92 Interior Lath/Drywall MP AP OFFICES@ MEZZ OK 01/08/92 · Roof/Reroof RI Rt RS/ROBBIE/431-0314 01/08/9.2 Roof/Reroof MP PA GLU LAM REV APP ON 1/3/92 01/06/92 Frame/Steel/Bolting/We! RI Rt RS/ROBBIE/431-0314 01/06/92 Frame/Steel/Bolting/We! MP AP EXCEPT LOBBY · 01/06/92 Rough/T.opout RI RI RS/ROBBIE/431-0314 01/06/92 Rough/Topout: MP AP 01/03/92 Frame/Steel/Bolting/We! RI R'I RS/ROBBIE/431-0314 01/03/92 Frame/Steel/Bolting/We! MP NR 01/03/92 Interior r,.ath/Drywall RI RI RS/ROBBIE/431-0314 01/03/92 Interior Lath/Drywall MP NR 01/03/92 Rough/Topout RI RI RS/ROBBIE/431-0314 01/03/92 Rough/Topout MP NR 01/03/92 Rough Electric RI RI RS/ROBBIE/431-0314 01/03/92 Rough Electric MP NR 01/02/92 Rough Combo RI RI Mii/MP' 12/31/91 . Frame/Steel/Boltihg/Wel RI RI RS/ROBBIE/431-0314 12/31/91 Fr.ame/Steel/Bol ting/Wel MP NR 12/31/91 Interior Lath/Drywall RT RI RS/ROBBIE/431-0314 12/31/91 Interi9r Lath/Drywall MP NR 12/31/91 Rough/Topout RI Rl RS/ROB-BIE/431-0314 12/31/91 Roug-h/Topout MP NR 12/31/91 Rough Electric RI RI RS/ROBBIE/431-0314 12/31/91 Rough Electric MP NR 12/26/91 shear Panels/HD's Rl RI MH/ROBBIE/431-0314 12/26/91 Shear Panels/HD's MP PA 12/19/91 Frame/Steel/Bolting/Wel RI RI MH/ROBBIE/431-0314 12/19/91 Frame/Steel/Bolting/Wel MP PA. MARKED ON PLANS 12/17/91 Frame/Steel/Bolting/We! RI RI MH/ROBBIE/431-0314 12/17/91 Frame/Steel/Boltihg/Wel MP PA SEE NOTES ON JOB CARD 11/20/91 Ftg/Foundation/Piers RI RI MH/ROBBY/431-0314 11/20/91 Ftg/Fouhdation/Piers MP WC 11/20/91 Underground/Under Floor MP AP MARKED ON PLANS HIT <RETURN> TO CON~INUE •.. FINAL BUILDING INSPECTION DEPT: BUILDING .. ENGINEERING . ·1 FIRE ~ _ __'.I PLANNING U/M'· WATER PLAN CHECK#: CB911390 ·· PERMIT#: CB911390 PROJECT NAME: 41292 SF OFFICE CALLOWAY GOLF l/3RO OF BUILDING ADDRESS: '~_285 RUTHERFORD RD-- CONTACT PERSON/PHONE#: SEWER DIST: WATER DIST: DATE: 10/21/92 PERMIT TYPE: ITI DATE IA h, ln / INSPECTED: ~z.._ APPROVED _V-_ DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: \ DATE INSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED (. FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE ULN:il!J!JG~ U/M WATER PLAN CHECK#: CB911390 . PERMIT#: CB911390 PROJECT NAME: 41292 SF OFFICE CALLOWAY GOLF . , l/3RD OF BUILDING ' ADDRESS : '2213s ROTHE'IiFORn-·RD·---, '-'------....-~-----~--_,_. ___ . --· .. -.-----} CONTACT PERSON/PHONE#: MH/ROBBIE/431-0314 SEWER D~ST: WATER DIST: ·DATE: 03/13/92 PERMIT ~YPE: ITI IN~PECTED ~ J. BY. . . () DATE IJ,J ~NSPECTED: J-Ll~PPROVED L 'DISAPPROVED INSPECTED BY: INSPECTED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: - APPROVED DISAPPROVED APPROVED DISAPPROVED t FINAL BUILDING INSPECTION _RECEIVED MA? i 6 1992 DEPT: BUILDING ENGINEERING -:fIRi f PLANNING U/M WATER PLAN CHECK#: c ·cB911390 PERMIT#: CB911390 PROJECT NAME: ~1292 SF OFFICE CALLOWAY GOLF· 1/3RD OF BUILDING ADORES~ : (~_2'~ 5 RUTH.E.RFORD RD CONTACT PERSON/PHONE#: MH/ROBBIE/431-0314 SEWER bIST: WATER DI.ST: DATE: 03/13/92 PERMIT ~YPE: ITI -----.------------------------------------------1-------------------.. -------- INSPECTED BY: INSPECl'ED BY: COMMENTS: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: E&fa~ APPROVED _K_ DISAPPROVED APPROVED DISAPPROVED APPROVED DISAPPROVED -· FINAL BUILDING INSPECTION ,, DEPT: BUILDING ENGINEERING PLAN CHECK#: CB911390 PERMIT#: CB911390. FIRE PLANNING PROJECT NAME: 41292 SF OFFICE CALLOWAY GOLF l/3RD OF BUILDING ,· ADDRESS: 2.2.$ ~ RUTHERFORD RD CONTACT PERSON/PHONE#: MH/ROBBIE/431-0314 SEWER DIST: WATER DIST: U/M ~:7PECTE~"" ~ " DATE IN~PECTED:'$46-92 APPROVED INSPECTED BY: INSPECTED BY: DATE INSPECTED: ____ APPROVED DATE . INSPECTED: ____ APPROVED (WATER \______ . -DATE: 03/13/92 PERMIT TYPE: ITI ....,....... DISAPPROVED DISAPPROVED DISAPPROVED =======.====================-==-=====---=--·-=-=-=-=-=-====================== COMMENTS: DEPT: BUILDING FINAL BU~LDI~G INSPECTION . .if M ENGINEERING • PLANNING U/M WATER. PLAN CHECK#: c_CB911390 . PERMIT#: CB911390 PROJECT NAME: '41292 SF OFFICE CALLOWAY GOLF 1/3RD OF BUILDING ,,. ADDRESS: 2285 RUTHERFORD RD CONTACT PERSON/PHONE#: MH/ROBBIE/431-03·14 SEWER DIST: WATER DIST: INSPECTED DATE BY: . INSPECTED: INSPECTED DATE BY:-INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED APPROVED ·DATE: 03/13/92 PERMIT TYPE: ITI DISAPPROVED DISAPPROVED DISAPPROVED . ·I .( J, SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIBGO, CA. 92160 (619) 280-4321 747ENTERf.RISE STREET, ESCO:NDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TFST REPORT FILE NUMBER 9112295 DATE: !larch 30, 1992 Kl CONCRETE (ASTM C39) PROJECT TITLE Callaway Golf D MORT AR (UBC 24-22) PROJECT LOCATION 2285 Rutherford D GROUT (ASTM C10191 · ARCHITECT Smith Consulting D PRISMS (ASTM E447) ENGINEER PERMIT No. D CONTRACTOR Snyder Langston PLAN FILE No. LOCATION IN STRUCTURE MATERIAL SUPPLIER ADMIXTURE(Sl Interior improvements cast-·in-place wall @ D.2 between 6.2 & 7 Palomar Transit MIX DESIGNATION P3000CWP4 TIME IN MIXER, MINUTES 55 Concrete Temperature: 70° Air Temperature:· 70° , SLUMP, INCHES 3 . ,. ; ' \. ' . ~ . SAMPLES FABRICATED BY MS SAMPLES TESTED BY ORB LABORATORY No. MARK DATEMADE DATE RECEIVED DATE TESTED DIAMETER, INCHES AREA,SQUAREINCHES MAXIMUM LOAD, LBS COMPRESSIVE STRENGTH, PSI AGE TESTED, DAYS REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) 0371 03-23-92 03-25-92 .03-30-92 6.00 28.27 92,000 3,250 7 3,000. DISTRIBUTION ( 3) · Ca 11 away Go 1 f (2) Bilbro & Giffen (1) Snyder Langston Builders (1) City of Carlsbad 0372 TRUCK No. 106 TICKET No. 93040 0373 0374 - SOUTHERN CALIFORNIA SOIL & TESTING, INC . Michael B. Wheeler, R.C.E. #45358 j _,. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIBGO, CA. 92160 (619) 280-4321 747ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4S44 COMrRESSIVE STRENGTH TFST REPORT FILE NUMBER 9112295 PROJECT TITLE Callaway Golf PROJECT LOCATION 2285 Rutherford ARCl:IITECT Smith Consulting ENGINEER CONTRACTOR Snyder Langston Road DATE: March 4' 1992 !XI CONCRETE (ASTM C39) 0 MORT AR (UBC 24-22) 0 GROUT (ASTM C1019l 0 PRISMS (ASTM E44 7) PERMIT No. 91-1390 D Pl.AN FILE No. , LOCATION IN STRUCTURE Mechanical equipment enclosure #1 --north end ,MATl;RIALSUPPLIER Palomar Transit Mix ADMIXTURE(Sl MIX DESIGNATION C470C004/4 sack TIME IN MIXER, MINUTES 70 SLUMP, INCl:IES 6 SAMPLES FABRICATED BY MS SAMPLES TESTED BY LABORATORY No. MARK DATE MADE DATE RECEIVED ORB 9456 02-26-92 02-27-92 TRUCK No. 900095 9457 9458 Concrete Temperature: 72° Air Temperature: 84° TICKET No. 667811 9459 DATE TESTED DIAMETER, INCHES AREA,SQUAREINCHES MAXIMUM LOAD, LBS COMPRESSIVE STRENGTH, PSI AGE TESTED. DAYS 03-04-92 03-25-92 03-25-92 Discarded 6.00 28.27 REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) 56,750 2,010 T 2,000 DISTRIBUTION (2) Ca 11 away Gal f (2) Bilbro & Giffen (1) Snyder Langston (1) City of Carlsbad (1) Palomar Transit Mix 82,500 2,920 28 83.,750 2,960 28 SOUTHERN CALIFORNIA SOIL & TESTING, INC. TRANSMITTAL Bergelectric Corp. Contractors & t:ngineers - 650 Opper St., Escondido, California 94025 (619) 746-1003 . Contractor's State License No. C-10 85046 . . , I TO ___ S_n_y_d_e_r~_L_a_n~g_s_t_o_n_B_u_i_'l_d_e_r_s _______ DATE ____ F_e __ b_ru_a_r __ y_1_7_,_1_9_92 ______ _ ---'---~5_6_7_5_. _R_u_ff_i_·n_R_o_a_d __ ..,...... _____ WORK ORDER #_3_7_8_4 __________ _ ____ s_a_n ___ P __ i_eg_o_,_C_A....; ___ 92_1_2_3_-__ 1_39 __ 8 _____ JOB NAME Cal_laway Golf T. I. ATTENTION __ D_e..,..b_o_r_a"'"'h __ B_e_e_t __ s_o_n _______ LOCATION Carlsbad Gentlemen: Transmitted herewith are ___ l,___ copies of D Drawings and/or Submitted data D Submitted for approval 0 Approved as noted D Approved D For your information and files l!l For your use G~ound Fault System Test Report D Please return copies of each for our files D Signed Contract D Bond D Operating· Instructions D Guarantee 0 Other RE MAR KS: __ ...,.I_h __ a_v_e_s_u_b_m_i_t_te_d_t __ :w_o_c_o,._pi_· e_s,_t_o__,..,..t_h_e...,.f_i_· e_l_d_f_o ___ r_d~i~s'--t'"'"r""'i""'b-=u-=t=io"'"'n~t=o~t=h=e ____ _ electrical inspector and for display in the electrical room. This copy is for your records. cc: Frank Madigan -2 copies nc/2/17/92 #1033-$0 BERGELECTRIC CORPORATION Lori Nenow orpo<at~d San Diego Area Office Independent Testing & Engineering Services for Electrical Power Sy~tems January 29, 1992 Berg Electric 650 Opper Street Escondido, CA 92029 Attention: Mr. Frank Madigan Regarding: Test Report 9222-is43 Gentlemen: Enclosed please find a copy of the subject test report, as prepared by Electro-Test, Inc. personnel, Mr. Ken Evans. If you have any questions or if we can be of any further service, please feel free to contact me. Yours truly, ELECTRO-TEST, INC. ~/~ Robert L. Wittouck Area Manager RLW/pm j -__ .I DENVER • LOS ANGELES • SAN DIEGO • SAN FRANCISCO • SEATTLE • PORTLAND • SALT LAKE CITY • PHOENIX orpofat<?d Independent Testing & Engineering Services for Electrical Power Systems ELECTRO-TEST, INC. San Diego Area Office 9835 CARROLL CENTER ROAD, SUITE 103 SAN DIEGO, CA 92126 (619) 695-9551 TELEX 706023 9835 Carroll Center Drive, Suite 103 San Diego, California 92126 (619) 695 9551 GROUND FAULT SYSTEM.TEST REPORT ETI Reference: 9222-1543 Berg Electric 650 Opper Street Escondido, CA 92029 Attention: Frank Madigan Reference: P.O. 9319 1.0 .PURPOSE January 29, 1992 jobsite: Callaway Golf 2285 Rutherford Rd. Carlsbad, CA 1m, rn @ rn u w m ,mil i, 1n 1; F-B f ,· , . 1,, ; • I { ~ • i ~ ,i.:,; t -3™ I'"" :...,....,:, . '"-''-Wi I , l . ' BtRGft.ECT~IC CORP. ' : _ ~---.--:')AN DIEGO OFFICf Performance tests of the ground fault protective equipment are conducted to verify proper installation and operation. The current National Electrical Code Section 230-95(c) requires an on site test on new installations of all ground fault systems upon installation. 2.0 SUMMARY 2.1 At the request of Frank.Madigan of.Berg Electric, the ground fault sys~em testing-was perfo:cmed by Mr. Ken Evans of Electro-Test; Inc. on January 25, 1992. . . 2.2 The system was found operational and acceptable. 2.3 Final relay settings were not available at the time of testing, therefore, relay settings were left at 20% of the device r_ating with minimum time delay for maximum protection. Since this set point may not be optimum for this particular system, the design engineer should be consulted for final settings. 2.4 The as-left ground fauJ.t settings are as follows: Breaker Pringle Switch Amperes Pickup 800 Amps Time Delay Inst. DENVER • Los ANGELES • SAN DIEGO • SAN FRANCISCO • SEATTLE • PORTLAND • SALT LAKE CITY • PHOENIX .. ' Berg Elec. -2-January 29, 1992 3 .• 0 EQUIPMENT TESTED 3.1 Pringle Switch ·4000 Amps 4.0 PROCEDURES 4.1 Visual a.-nd Mechanical l;rtspection 4 •. 1. 1 Inspected components for physical damage and installation in compliance with manufacturer's instructions. 4.1.2 Determined ground se:rtsor was located properly around appropriate conductors. o Zero sequence and residual sensing requires all phases and the neutral to be encircled by the sensor. 4.1.3 Inspected main bonding jumper to assure: 0 Proper size 0 Termination on source side of neutral disconnect link. 0 Termination on source i;;ide of sensor on zero sequence systeµis. 4.1.4 Inspected ground:i,.rtg electrode conductor to assure: o Proper size o Correct switchboard termination 4.1.5 Inspected ground fault control power transformer for proper installation and size. o When control transformer is supplied from line side of ground fault protection circuit interrupting device, overcurrent protection and a circuit disconnecting means must be provided. 4.1.6 Visually inspected switchboard neutral bus downstream of neutral disconnect link to verify absence of ground connections. Berg Elec. -3-January 29, 1992 4.2 Electrical Tests 4.2.1 G~ound fault system performance including correct response of the circuit interrupting device was confirmed by primary ground sensor current injection. o Relay pickup current was measured. o Relay time delay was measured at two values above pickup. 4.2.2 Teste<;l system ope+ation at fifty-seven percent of rated voltage. 4.2.3 Functionally checked operation of ground fault monitor panel for: o Trip test o No trip test o Non-automatic reset 4.2.3 Functionally checked operation of ground fault indicator for correct indication of ground fault trip. -4.2.4 Verified proper sensor polarity on phase and neutral sensors for residual systems. 4.2.5 Measured system neutral insulation resistance downstream of neutral disconnect link to verify absence of ground9:-. j:. 4.2.6 Tested (zone interlocked/time coordinated) systems by simultaneous ground sensor current injection and monitoring proper response. 4.3 Test Results Evaluation 4.3.1 System neutral 'insulation resistance should be above 100 ohms and pteterably 1 megohm or greater. 4.3.2 The maximum pickup setting of the ground fault protection shall be 1200 amperes and the maximum time delay shall be one second for ground fault currents equal to or greater than 3000 amperes (NEC 23 0..-9 5) • Berg-Elec. -4-January 29, 1992 4.3.3 The relay pickup current should be within ten percent of the manufacturer's calibration marks or fixed ·setting. 4.3.4 Relay timing should be in accordance with the manufacturer's published time-current characteristic qurves. 5.0 RESULTS 5.1 The -ground fault relay syst$~ was found correctly installed and operating properly. 5.2 In the absence of engineered settings, pickup current and time delay settings were left at twenty percent of the device current rating and at the nearest timing mark to instantaneous for service energization. ETI accepts no liability for these settings. The design engineer should be consulted for final settings. LOCATION: Z. 2. 85 SWITCHGEAR DESIGNATION: MAIN OVERCURRENT DEVICE ~ CIRCUIT Sf!EAKE_R TYPE MODEL./CAT. NO. pf(., 'µ.; /e_ GROUNDFAULTSYSTEM SHOP ORDER NO. 6. o -I I ~ Z o -.519· o / D FUSED;SWITCH CURRENT RATING SYSTEM V LT AGE VOLTAGE RATING 1/'060 o/80 / z. 71 D NE\JTRAL.-GROUND STRAP ~ZERO-SEOUENCF. MODEL CAT. NO. <5F.s ll.-io 13 SERVICE ENTRANCE CONDUCTORS S"" PER PHASE PICK-UP RANGE /CO_-/2.0U TIME RANGE /w.s f - MAIN BONDING JUMP.ER .. . 2 .., i. 1/y /)t;,5:..$ . . . SENSOR/C,T. w ,'1v{)o w . SETTINGS SUPPLIED BY Z.o ½ o/ /e,,qf-,;.. GROUNDELECTRODEtONDUCTOR z.,-z.s-o D AWG 1B' MCM NEUTRAL-GROUND LO(;ATION CONTROLPOWCRTRANSFORMER D INCORREC,T , ;Joo ,I-:::. vA BREAKER/SWITCH REACTION TIME (RT) REDUCE.D .VOLTAGE TEST (55% RATED VOLTAGE) o -. . ~ SECONDS _ 0 CYCLES' 0-CORRECT O INCORRECT PICK-UP CURRENT PICK-UP CURRENT MINUS 25% ( ct, 0 AMPS) g <S _o AMPS No Tf!IP <<;:oRRECTl D TRIP !INCORRECT) SYSTEM NEUTRAL iNSULATION RESISTANCE TO GROUND. / b D ·O v-clf S. '2. 6 .;... MEGOHMS TIME-CURRENT CALIBRATION TESTS REMARKS GFSTR/90 01990 ETI PRIMARY CURRENT AMPERE-TURNS Boo /i 6 i> 60-0 I£ o 7) PERCENT PICK-UP /oo % 7_ oo 0 0 /po 7P z_ Op "fo rI OTHER TOTAL REACTION RELAY TIME TIME TIME . /~ I:) -, (7.. /IVS.+ •It-{ 0 -~ /t... 1 r-Jst . z ~ C>-/z_ . I ,, z.... ,. z. 7 o-, /-z_ ~ "2- MFGR. TOLERANCE PAGE __ QF_ ( , x~- ( ---, ,,,.. '. ""' 1.8 WORKMANSHIP: All materials and equipment shall be installed by competent and well trained work man in accordance with recommendations of the manufacturer, to conform with the Contract Documents, and in accordance with the "NECA Standard of Installation". PART 2 -PRODUCTS 2.1 2.1. 1 2.1.2 2. 1 .3, 2.1.4 I ! ' I i l 2.1.5 2.1.6 2.1.7 2.1.8 CONDUIT: Conduit shall be delivered to site: in standard lengths and .bear U.L. l~beled on each I length. i --~; Standard weight rigid steel galvanized or sherardized steel conduit shall be used for risers from plastic conduit, where exposed to the weather, placed in concrete, in underground locations where noted, for branch and feeder circuits . larger than 3 inches and in locations required by National Electric code. Rigid conduit shall be Triangle, Rome or equal. Electrical metallic tubing shall be galvanized or sherardized and shall be used in interior, dry exposed and concealed locations, in ex posed locations_ above 8 feet, and for branch and feeder circuits 4 inches or smaller, where permitted by National Electric Code. EMT shall be Triangle, Rome or equal. Flexible conduit shall be used o 1 hly for extensions to recessed lighting fixtures and where specjfically indicated!. Flexible steel conduit shall be Triangle; Rome or equal. : I i Liquid-tight flexible conduit; shall ·be used in all exposed locations, for connections to motors, and for .use in moist or damp areas. Mini'.mum conduit lengths shall be 12 inches. Liquid-tight flexible conduit shall be Sealtite, L iquatite or equa 1. Schedule 40 or Type "DB" polyvinyl chloride (PVC) conduit may be used for conduit runs under floor or underground. A flexible wiring system may be used for the lighting system. The use of BX, AC, MC or a·ny other manufactured flexible wiring system for the power branch, feeder or etc. systems is prohibited. SECTION 16100-6 2.2 2.2.1 I I I 2.2.2 I . 2.2.~ 2.2.4 2.2.5 2.2.6 2.3 2.3.1 I 2.3.~ -. -,._ --., ~ --------------~---· ~ ~~ .. -~ -.~ '/ FITTINGS: All fittings for rigid conduit, EMT, and galvanized flexible conduit shall be galvanized or sherardized, and shall have insulating bushings, for all conduits 1" or larger. All joints and terminations in 1 rigid conduit may be made using threadless connectors. EMT fittings shall be of gland sq:ueeze or set screw type; indenting or steel teeth types are not acceptable. Galvanized flexible steel conduit·fittings shall be Jake type. Liquid-tight flexible conduit fittings shall be by manufacturer of conduit and shall be Sealtite, Liquatite or equal. ., All fittings for PVC conduit systems shall be by conduit manufacturer and shall be of the solvent joined type; Carlon, Kraloy or equal. OUTLET BOXES AND COVERS: Outlet boxes in interior dry location shall be galvanized or sherardized, one piece pressed steel, knockout type, Ap:pleton, Raco or equal: Outlet boxes shall be equipped :With plaster rings, extension rings and fixture studs as required. Do not proviee plaster ring with extension ring :box The size of each box for lightinq outlets, wiring devices, and junction boxes shall be determined by the number a'nd size of conduits and wiring devices, but sha 11 not be less than 4 inches square and l-1 /2 inches deep. Outlet boxes shall be used as junction boxes wherever practicable. 2.3.4 Provide knockout seals in boxes where knockouts are not intact. 2.3.5 Outlet boxes in exterior or damp locations shall be cast metal. Boxes shall have threaded connections for rigid conduit, and suitable gasketteq covers. Bell boxes are acceptable. 2.4 JUNCTIOI~ AND PULL BOXES: 2.4.,1 Pull boxes shall be installed iii! all conduit runs wherever indicated or where necessary in order to facilitate .the pulling of wires or cables. CAL~AWAY GOLF SECTION 16100-7 3.1.5 ' i I I 3,1,f I I 3.1.:7 3.1.8 3.1(9 I I I 3.21 3.2.1 "" Make provisions for location and attachment of all s1,1b-feed conduHs and other conduits specified or sbown. The location and method of attachment of these conduits shall be completely coqrdinated with the other trades involved. . i ' i ' i A 1 /4-inch diameter .polypro~ylene pull rope shall be installed! in all :wiring conduit, inci'i:iding stub-outs, which wi1 l not have conductors inst~lled un6er this Section of the Specification; and in all conduits for future use and Which s·ections or lengths are 5 feet or longer.: Both ends of all pull wires shall be identi_fied by labels or tags. Conduit sha 11 be installed as a corn p lete system, continuous f rorn out let to out let, cabinet, box or fittings, and shall be so mechanically and electrically connected that adequate electrical continu·ity from one conduit to another is obtained. Where conduit is supported from building members, supports shall be installed as follows: ·-;· . 1 Where EMT is supported from building members, supports shall be installed within 18 inches of each outlet box, and each side of each coupling or connector, and at a spacing rot to exceed 8 feet. I 2. Nails, perforated strap, or; plumbers tape shall not be used for support of conduit. Wooden plugs inseirted in masonry or concrete shall mot be Lised as a I . base to fasten supports. · I . All metallic conduits shall be u~ed for each home run indicated. WIRE AND CABLE: All wire and cable shall be installed in conduit. The conduit may not be used for system ground. 3.2.2 All single phase equipment and lighting shall be wired so that there is a minimum of unbalance between phases. Conductors shall be continuous and the lengths such that no splice will occur .except within outlet, junction or pull boxes, panelboard, switches, motor starters, or other similar devices or equipment. 3 .. 2.3 Feeders shall be identified by number and phase with "Brady" or equal wrap- around, self-adhesive cloth sire markers in pull boxes and at all terminations and junctions. CA LAWAY GOLF SECTION 161 00-16 3,2-f I l 3.2., 3.3 3.3.1 ' 3.3.!2 i I I I I I 3.3.13 I l ! i 3.314 3.4 3.4.1 3.4.2 3.51 I I ! • • •4'. ;A-~-! ....... '. . All power sy~rrts shall be'furnrshed with an isolated ground. i Conductor color-coding s·hall belas follows: · I : Phase 208Y / 1 20 Volt: 480Y /277 VOLT ! Phase A Black Brown Phase B Red Orange Phase C Blue Yellow Neutral White White Ground Green Green SPLICES IN WIRE AND CABLE: Make joints, splices, taps and connections in conductors with sol i;ler less connectors. All branch circuit and fixture joints for No. 8 AWG and smaller·wore shall be made with U.L. approved for use with copper or aluminum wires. Conn'ector's body shall consist of a cone-sh~ped, expandable coil spring inserti insula;ted with a nylon or flexible plastic shelli Shell to be molded on one piece. · : I I all branch circuit joints of No.18 A_WG and larger shall be screw pressure lugs, U.L. approved for use with both; copper and aluminum.wire. : Tape all connections with rubb~r type tape and one one-half times the thkkness of conductor insulations, then cover with Scotch Tape No. 33 or Slipknqt No. 7. OUTLET BOXES AND COVERS: Outlet boxes shall be securely mounted and have plaster rings set to finish flush with the finish plates and covers. Outlet boxes shall be so installed at to minimize sound transmission between rooms. Outlet boxes shall be o.ffset a minimum of 6 inches edge of box to edge of box. Wherever practical, ·outlet boxes shall not be supported on common hangers. These requirements ;shall include, but not be li_mited to, convenience out 1 ets, switches, and te lep h~n e boxes. '' FIX TURES: Fixtures shall be properly and/ securely installed, level, plumb arid in lime, on CALLAWAY GOLF SECTION 16100-17 SOUT»-eRNC~LIFORNIA son.. & TBSTll:10, INC. 6280 Ri~erdaJe Strc~ San Dlero, CA 91120 RO, Bo~ 600627, San Diego, CA 92160 619-:2$0;-4321, FAX;61!'>-1$0,4717 I I February 1 1, 1'992 C1ll1w1y Golf 2348 Camino Vld• Roble Carlab•d, California 92009 Att1ntlon: Carol Kerley '' I i SCS&T 9112286 Report Number 8 Subject: Foundation Plan Review, Mechanical Equipment Enclosute Noa. 1 and 2, 2285 Rutheriord Road, Catlabad Research Center, Carlsbad, C~llfornla Reference: 1) Foundation Recommendations, Mechanical Equipment Encloaure Nos. 1 and 2, 2285 Rutherford Road, Carlsbad Res~arch Center, Carlsbad, California, Prepared by Southern California Soft and Teating, Inc., Job No. 9112286, 'Report No, 5, December 1 O, 1991 · · 2) Footing Exca.vatlon ObHrvaticn~ Mechanical ~qulpment Enclosure Nos,! 1 and 2, 2288 Rutherford Read, Carlsbad, California, Prepared bY Southern California , Soll and T11tlng, Inc., Job No. 91112295, Report No. 7, February 3, 1992 !1 G1ntl•1•n: ! : · . ! · · " : i I : i I ' : In accotdance with the raquaat of Mr. Larry Kloha of Smith Conculting Architects, this letter haa been pr,pattd to confirm that we have reviewed t~e founda;lon plans for the aubject project. The foundation .Plans were prepartd by Smith Consultlng Architects and dated November 11, 1891. Th·e foundation plans were found to be in accordance with the recommendations contained In the above reference Number 1 report, and were confirmed during tht foundation excavation observatlona In the raference Nombar 2 report. jf you should h•v• any questions after revhswing t~fa letter, please do not hesitate to cont~ct this offl~e. Thit oppc'lrtunlty to be of i,,rofesslonal ••rvic• is sincerely appreciated. i I I ' ' l ; Respec(fully submitted, SOUTHE~N CALl~(?RNIA $OIL. ANC TESTING, INO. ! I \r) • ~ • ~....M:c....---. William 'R, Steven$; R.C.E. #43010 WRS:wr1 · xc: '12) Submitted (1 l Bilbro and Giffen (1 J Snyder Langston Builders ( 1) Smith Consulting· Areh. (1) SCS&T Escondido Office .. ,, . "'· ~ ... · .. I. , \, SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Str_eet, San Diego, CA 92120 P.O. Box 600627, San Diego, CA92160 619-280-4321, FAX 619-280-4717 Smith Consulting Architects DE~ 111991 December 10, 1991 Callaway Golf SCS&T 9112295 Report Number 5 2345 Camino Vida Roble Carlsbad, California 92009 Attention: Subject: · Reference: Gentlemen: Carol Kerley Foundation Recommendations, Mechanical Equipment Enclosures Nos. 1 and 2, 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California 1) Preliminary Geotechnical Study, Carlsbad Research Center, Lots 16, 18, and 19, Tract 81-10, Carlsbad, California, Prepared by Geosoils, Inc., W0989-SD, March 14, 1989 2) Interim Soils and Geologic Report, Carlsbad Research Center, Lot 16, Carlsbad Tract 81-1 0, Carlsbad, California, Prepared by Geosoils, Inc., W0989- SD, November 15, 1989 ·3) Final Soils Report, Capital Improvements, 5960 Pascal Court and 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California, Prepared by Geosoils, W0989-SO, June 4, 1990 In accqrdance with the request of Mr. Mark Langan of Smith Consulting Architects, this letter has been prepared to provide foundation recommendations for the two proposed Mechanical Equipment Enclosures (MEE) at the subject site. MEE No. 1 is proposed to be located on the west side of the existing building near column line D, and MEE No. 2 will be located in the southwest corner on the southern side of the building at column li~e J. Both MEE's will abut the existing building and be of concrete tilt-up panel construction, and will have shallow foundations with concrete floor slabs. MEE No. 1 will be approximately 25 feet high and MEE No. 2 about eight feet high. Based on a review of the referenced soil reports and some faxed construction drawings from Smith Consulting Architects, the following provides our foundation recommendations: !:xisting Soil Conditions: The area for the proposed MEE No. 1 and No. 2 is underlain by about five and two feet of compacted, artificial fill, respectively. The fill extends beyond the area for MEE No. 1; however, the fill extends out south about seven feet from the exisiting building in the area of MEE No. 2. SCS&T 9112295 December 10, 1991 Page 2 of 3 Dimensions and Capacities: Foundations for the i;,roposed MEE's should be founded a minimum depth of 30 inches below the top of the nearest adja~er11Jinish grade. A minimum width of 18 and 24 inches is recommended for continuous and isolated· :footings, respectively. An allowable bearing capacity of 2,000 psf may be assumed for these footii:!gs.., If the footings for MEE No. 1 are founded at' least six feet deep or at least 12 inches into firm formational material (whichever is greater), the bec1ring capacity can be assumed to be 2,500 psf. If the footings for MEE No. 2 are founded at le2st three feet deep or at least 12 inches ir.tc firm formational material (whichever is greater), the bearing capacity can be assumed to be 2,500 psf. It is suggested that the portions of footing excavations below 30 inches in depth be backfilled with a lean concrete mix, and the footing can be constructed on top of the concrete backfill. The bearing capacity may be increased by one-third when considering temporary wind and/or seismic forces. Footing Slope Setback: Footings located along the fill slope should be deepened such that there is at least eight feet between the bottom of the footing and the face of the slope. Parallel Utilities: The invert of subsurface utility excavations paralleling footings should be located above the zone of influence of these adjacent footings. This zone of influence is defined as the area below an imaginary line extending 45 degrees downwards ( 1 H: 1 V inclination) from the nearest bottom edge of an adjacent footing. Continuous Footing Reinforcement: Continuous footings should be reinforced with at least two No. 5 bars positioned near the bottom and two No. 5 bars positioned near the top of the footing. This reinforcement is based solely on soil characteristics and is not intended to be in lieu of structural reinforcement. Footings Abutting Existing Footings: Where new footings abut existing footings, the reinforcing bars should be doweled into the existing footings at least six inches. Concrete Floor Slabs: Concrete floor slabs should have a minimum, actual thickness of four inches'. The concrete slab should be reinforced with at least No. 3 reinforcing bars placed at 12 inches on center each way, extending at least 12 inches down into the perimeter footings. The reinforcement should be positioned near the center of the slab. Where the concrete floor slab abuts the existing building, the reinforcing bars should be doweled into the existing footings at least six inches. If high point loads are anticipated, it is suggested that 3,000 psi concrete be utilized. Artificial fill may need to be placed under portions of the MEE's to raise the grade of SCS&T 9112295 December 10, 1991 Page 3 of 3 utilized. Artificial fill may need to be placed under portions of the MEE's to raise the grade of the floor slab. All fill placed under the slab should be compacted to at least 90 percent relative compaction. Sand Blanket and Moisture Barrier: A minimum four-inch thick layer of coarse, poorly graded sand or crushed rock should be placed underneath the interior slabs. This layer should consist of matarial with 100 percent passing the 1 /2~!nch sieve, and r.ct <mceeding lO--and -five percant passing the #100 and #200 sieves, respectively. Where moisture sensitive floor coverings are planned, the slab should be also underlain by at least a 6 mil visqueen moisture barrier. This barrier should be placed one to two inches below the top of the sand blanket to allow proper curing of the concrete. Expansive Characteristics: The prevailing foundation soils were determined to be highly to very highly expansive. The recommendations contained in this letter reflect this condition. Foundation Plan Review: The foundation plans should be provided to the geotechnical engineer for review in order to ascertain if the recommendations presented in this letter have been implemented and that the assumptions utilized in the preparation of this letter are valid. Foundation Excavation Observation: All foundation excavations should be observed by a representative from this office prior to the placement of forms or reinforcement. If you should have any questions after reviewing this letter, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. William R. Stevens, R.C.E. #43010 WRS:wrs xc: (2) Submitted ( 1) Snyder Langston Builders ( 1 ) SCS& T Escondido Office (1) Bilbro and Giffen ( 1 ) Smith C~msulting Architects SOUTHERN CALIFORNIA SOIL AND TESTING, INC. November 8, 1991 C. S. Construction P.O. Box 248 Spring Valley, California 91977 A:tteni:ion: Catol Kerley SCS&T 9112295 Report Number 2 Subject: Footing Excavation Observation, Mezzanine Improvements, Callaway Golf, 234§_ Camino Via Roble, Carlsbad, California. Gentlemen: In accordance with your request, this letter has been prepared to verify that we have observed the continuous footing excavation at line E.5 and the pier footing excavation at E.5x6 for the subject mezzanine improvements. Our observations indicated that: 1) All footings will be founded in a firm bearing stratum. 2) The footing excavations comply with the recommendations made by our firm. The opinions presented herein are based on observations made at the subject site. Our services were performed in accordance with the currently accepted standards-of-practice and in such a manner as to provide a reasonable measure of compliance with the job requirements. No warranty, either express or implied, is given or intended with respect to the services which we have performed. Additionally, neither the performance of these services nor the submittal of this letter should be construed as relieving the contractor of his primary responsibility to comply with the project requirements. If you should have any questions after reviewing this letter, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL AND TESTI~G, INC. µ.~----~ • . . q; \O'i112 1,3 lsr WIiham R. Stevens, R.C.E. # 43010 ,,.'l\'o A ?6' WRS:MH:mh ., <:-, T i-'4':i 0. (3) Submitted . /!; NOV 1991 "5> (1) Bilbro & Giffen N ~ cc: (1) f\) (1) SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE Callaw~y Golf SCS&T FILE No. 9112295 I.R. No. 3 PR0JECT LOCATION 2285 Rutherford Road, Carlsbad PERMIT No. 91-1390 PLAN FILE No. --- ARCHITECT Smith Consulting Architects GENERAL CONTRACTOR Snyder Langston ENGINEER SKI Structural Engineer 1.:3-92 Charles S. Bryan 525 SUB CONTRACTOR Sierra Steel Time Arrived: 0900; Time Departea:--1·200- STRUCTURAL STEEL ASSEMBLY Steel, ASTM A36; H.S. Bolts, ASTM A325 Observed a certified welder using the FCAW welding process (NR 211) to weld fillet welds on shear connection clips between grids 4 and 5 and C and D. Observed the installation of a W1 8x35 beam with four 7/8" A325 bolts at each end as per detail 4 on page S2 of the approved drawings. The bolts were tightened by the turn of nut method. All work observed was in complience with the approved plans and specifications. DISTRIBUTION: ((2) Calloway Golf; Attn: Carol Kerly (2) Bilbro & Giffen ( 1 ) Snyder Langsten Builders { 1 ) City of Carlsbad SAVED FILE#, REPORT# 91295-3 SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEWED BY: ~ -~-f£J~ . 0 James E. Oliv;,.son JEOOOOI SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET; ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE Callaway Golf SCS&T FILE No. 9112295 I.R. No. 8 (page 1 of 1) PLAN FILE No. -----PROJECT LOCATION 2285 Rutherford Rd., Carlsbad PERMIT No. 91-1390 ARCHITECT Smith Consulting Architects ENGINEER SKI Structural Engineer GENERAL GONTRACTOR Snyder Langston SUB CONTRACTOR JRF Construction 2/26/92 M, Saunders 452 DISTRIBUTION: REINFORCED CONCRETE Time Arrived: 1230 Time_ Departed: 1530 Reinforcing Steel: ASTM .A.6·1-5, Concrete: Mix #C470C0004, 2,000 psi Inspected the reinforcing steel installed for mechanical equipment. Enclosures No, 1 and 2, footings. Inspected the reinforcing steel for size, grade, lap, location and clearances. Verified dimensions of excavation. Inspected the placement and consolidation of approximately 90 cubic yards of concrete. Consolidation was by mechanical vibrator. One set of four test samples was taken; Air temperature 84 degrees; Concrete temperature 72 degrees; Slump 6".. Concrete inspected appears to be in accordance with the approved plans and specifications. Concrete supplied from Palomar Transit Mix Company. (2) Callaway Golf; Attn: Carol Kerley (2) ailbro & Giffen SOUTHERN CALIFORNIA SOIL & TESTING, INC. ( 1 ) Synder Langston Buildiers ( 1 ) City of Carlsbad SAVED FILE#, REPORT # 2295R8 REVIEWED BY: ~4£L Michael B. Wheeler, R.C.E. #45358 JE00008 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112295 PROJECT TITLE Ca 11 away Go 1 f PROJECT LOCATION 2285 Rutherford ARCHITECT Smith Consulting ENGINEER CONTRACTOR Snyder Langston DATE: I larch 30, 1992 IKJ CONCRETE (ASTM C39) 0 MORTAR (UBC 24-22) 0 GROUT (ASTM C1019) PERMIT No. 91-1390 0 PRISMS (ASTM E44 7) 0 PLAN FILE No. LOCATIONINSTRUCTURE Interior improvements cast-in-place \;Jall @ 0·;2 between 6.2 & 7 MATERIAL SUPPLIER Pa 1 oma r Transit ADMIXTURE{S) MIX DESIGNATION P3000CWP4 TIME IN MIXER, MINUTES 55 SLUMP, INCHES 3 SAMPLES FABRICATED BY MS SAMPLES TESTED BY ORB LABORATORY No. MARK DATE MADE DATE RECEIVED 0371 03-23-92 03-25-92 TRUCK No. 106 0372 0373 Concrete Temperature: 70° Air Temperature: 70° TICKET No. 93040 0374 DATE TESTED · 03-30-92 04-20-92 04-20-92 Discarded DIAMETER, INCHES AREA,SQUAREINCHES MAXIMUM LOAD. LBS· COMPRESSIVE STRENGTH, PSI AGE TESTED, DAYS REQUIRED 28 DAY .STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) 6.00 28.27 92,00O· 3,250 7 3,000 DISTRIBUTION ( 3) Ca 11 away Go 1 f (2) Bilbro & Giffen · 13.Z,.250 4,850 28 (1) Snyder Langston Builders (1) City of Carlsbad 135,000. 4,780 28 0 SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEW~L'lf d£ Michael B. Wheeler, R.C.E. #45358 ·-· SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, PhQne (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE Callaway Golf SCS&T FILE No. 9112295 I.R. No. 5 PROJECT LOCATION 2285 Rutherford, Carlsbad PERMIT No. 91-1390 PLAN FILE No. ----- ARCHITECT Smith Consulting Architects GENERAL CONTRACTOR Snyder Langston ENGINEER SKI Structural Engineer SUB CONTRACTOR Sierra Steel 02/07/92 Tom Kriska 508 DISTRIBUTION: Time Arrived: 0830 Time Departeci: 1T30 · Structural Steel Assembly Electrode; E7018, SMAW 1 /8" fillet Welder: Stephen Senatore Lab # 89-11 23 Provided continuous inspection during fit-up and welding of MSTI 36 strap to 3"x3"x3/16" angle brace by certified welder Stephen Senator Lab #89-1123 at the following 3 locations; South side of corridor 103 at mezzanine floor level above restrooms. Work inspected per AWS D1 .3 and architects drawing SK.1-14-92. Acceptance of work inspected pending approval of drawings SD-1 by city of Carlsbad. Also provide inspection of reinforcing steel for concrete tilt-up panels, items needing corrections as follows; A) Add one trim bar to 1 A at walkway blackout. Bl Need weld plate embeds placed at all locations. Cl Need pick points placed. · D) Improper steel coverage at edges of forms. El Flatten tie wires to prevent rusting. (2) Callaway Golf; Attn: Carol Kerley (2) Bilbro & Giffen SOUTHERN CALIFORNIA SOIL & TESTING, INC. ( 1 ) Synder Langston Buildiers ( 1 ) City of Carlsbad SAVED FILE#, REPORT# 2295R5 P James E. Oliverson JEOOOOO '/ SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. ]JOX 600627, SAN DIBGO, CA. 92160 (619) 280-4321 747 ENTERPRISE STREET, ;ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSJVE STRENGTH TEST REPORT FILE NUMBER 9112295 PROJECT TITLE Ca 11 away Go 1 f PROJECT LOCATION 2285 Rutherford Rd., Carlsbad ARCHITECT Smitl:i Consulting ENGINEER CONTRACTOR Snyder Langston LOCATION IN STRUCTURE Bottom 9 1 of pane i lA MATERIAL SUPPLIER San Diego Ready Mix ADMIXTURE(S) Pozz 2222 MIX DESIGNATION 88-105/8 sack TIME IN MIXER, MINUTES 96 SLUMP, INCHES 4-1/4 SAMPLES FABRICATED BY TK SAMPLES TESTED BY DRB LABORATORY No. 9099 MARK DATE MADE 02-08-92 DATE RECEIVED 02-10-92 DATE TESTED 02-11-92 DIAMETER, INCHES 6.00 AREA,SQUAREINCHES 28.27 MAXIMUM LOAD, LBS 84,500 COMPRESSIVE STRENGTH, PSI 2,990 AGE TESTED, DAYS 3 REQUIRED 28 DAY STRENGTH, PSI 3,000 UNIT WT.ICU. FT. (PLASTIC)· DISTRIBUTION ( 2.) Ca 11 away Go 1 f (2) Bilbro & Giffen (1) Snyder Langston Builders (1) City of Carlsbad (1) San Diego Ready Mix 9100 DATE: Feb. 11, 1992 [] CONCRETE (ASTM C39) 0 MORTAR (UBC 24-22) 0 GROUT (ASTM C1019) PERMIT No. 91-1390 0 PRISMS (ASTM E44 7) 0 PLAN FILE No. TRUCK No. 221 9101 Concrete Temperature: 68° Air Temperature: 66° TICKET No. 1324225 9102 SOUTHERN CALIFORNIA SOIL & TESTING, . INC. Michael B. Wheeler, R.C.E. #45358 ·-· SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P;O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE Callaway Golf SCS&T FILE No. 9112295 PERMITNo. 91-1390 I.R. No. 4 PROJECT LOCATION 2285 Rutherford, Carlsbad PLAN FILE No. ----- ARCHITECT Smith Consulting Architects GENERAL CONTRACTOR Snyder Langston ENGINEER SKI Structural Engineer SUB CONTRACTOR Sierra Steel 1 /29/92 S. Bibby 308 1 /30/92 S. Bibby 308 1 /31 /92 S. Bibby ·3oa DISTRIBUTION: Time Arrived: Structural Steei Assembly· Electrode; E7018 Welder: William J. Force #0472, Wyman Testing Lab Inspected previously complete completed welding of the replacement column at grid lines 6 and 1 as shown on drawing No. FD-20, dated 20 December 1991, from Smith Consulting Architects. Mill cert for tupe steel column attached. Fit-up for full penetration weld was not inspected. This weld needs to be Ultrasonically tested. Fillet welding at top of column conforms to requirements. ULTRASONICALLY tested full pentration weld's as required. See Attached UT Report. ULTRASONICALLY tested' the rejected full penetration welds from 1 /30/92, See Attached UT Report. (2) Callaway Golf; Attn: Carol Kerley (2) Bilbro & Giffen SOUTHERN C~\LIFORNIA SOIL & TESTING, INC. ( 1 l Synder Langston Buildings ( 1) City of Carlsbad SAVED FILE#, REPORT# 2295R4 /7" James E. Oliverson JEOOOOO .. ' , REPORT OF ULTRASONIC TESTING Page j_ of .L .SCS&T JOB NUMBER: C\I \'2?~5 DATE: l-3Q-~2- PROJECT: CAL.LP\ WA "f ~DU: METHOD: CoNTP-c...T ADDRESS: 2 2 'is' 5 12urJ e.~ . .-Fo'2.D ~-FABRICATOR: S~EJ2.Q.A ~lE.E.l- CONTRACTOR: 'SNYDER.. Lf\t'1<?>'5ToN EQUIPMENT: ~ t'l~lL-~ FPnrJ 2002 TRANSDUCERS: 2..-2..15 t-\\\-z_ INSPECTION STANDARD: CALIBRATION: D s C.... ACCEPT}\NCE STANDARD: SHEAR WAVE-ANGLE:: 1 o0 . PERCENTAGE TESTED: )00 MATERIAL: A~oo e:=i~-R. Te·chnician · Date Hours -s 61BB1 l-sf)-4~ ~ nP~r'R1,-,11r1N· t==i,,, PFh.1E.il2A\1(-)N 1· Col IJ~tJ ~R. ;/-F 1-s I-9'? 4 -P\s \i::_g 'Do~ w; }.lh -¼± Th-?£) l)A-r-~· D ·7:) EL 2....0-o, I : " ! . LOCATION TYPE OF WEIDS ACC. REJ COMMENTS :6l<Jf) ., ~r..ti..inN Gi I. \ I ~\IE._ hl IL,a.k.11 h .NJQ . 11. h 11 I ~ ,?,:::>,./ 2 2 CLAS-$ J).. e_ ~ -s-'FL'.r.<=; : I ON Noe.-nl ONE /:\ND c)NE. '. SDuTH (:J)j S10I; of CoLu~. i~ms ~ 1-5.C) 2. 'Ft 1 L..l,, ~ 2. (o)Jfu'2.t'\<; "1b CDDF 'I I ·1 I ! .... I ! PERCENTAGE REJECTABLE: ____ _ 'TECHNICIAN LEVEL , NUMBER OF RETESTS: ______ _ REVIEWED BY:---------- SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 · FIELD INSPECTOR REPORT PROJECT TITLE Callaway Golf SCS&T FILE No. 9112295 I.R. No. 6 PROJECT LOCATION 2285 Rutherford, Carlsbad PERMIT No. 91-1390 PLAN FILE No. ----- ARCHITECT Smith Consulting Architects ENGINEER SKI Structural Engineer . GENERAL CONTRACTOR Snyder Langston SUB CONTRACTOR Sierra Steel 02/08/92 Torn l<riska 508 DISTRIBUTION: Time Arrived: 0800 Time Departed: 1200 Reinforced Concrete Reinforcing Steel: ASTM A615, Grade 60 Concrete Mix Design 88-105, 3000psi, 4000psi Provided reinspection of reinforcing steel for tilt-up panels at mechanical enclosures 1 and 2. Items noted on inspection report dated 2-7-92 have been corrected; position of reinforcing and size, grade and placement per approved plans . and architects field drawings #47 dated 1-27-92. Witnessed placement of 58 cubic yards of concrete by truck chute. Consolidation achieved by mechanical vibrator. Acceptance of work inspected subject to city approval of architects field drawing #7. One set of four test cylinders was fabricated at the lower 9' of panel 1 A. Slump result = 4-1 /4"; Air temperature = 66 degrees; Concrete temperature = 68 degrees. (2) Callaway Golf; Attn: Carol Kerley (2) Bilbro & Giffen SOUTHERN CALIFORNIA SOIL & TESTING, INC. ( 1 ) Synd~r Langston Buildiers ( 1 ) City of Carlsbad SAVED FILE#, REPORT # 2295R6 REVIEWED BY: ~---"""'--"£a=--=co,,~"""--< __ _ c::?"~ Oliverson JE00008 I : J: · ( SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN.DIEGO, CA. 92160 (619) 280-4321 747ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 CO:MPRF.SSIVE STRENG1H TEST REPORT FILE NUMBER PROJECT TITLE PROJECT LOCATION ARCHITECT ENGINEER CONTRACTOR 9112295 Callaway Golf ~ 2285 Rutherford Rd., Carlsbad Smith Consulting Snyder Langston LOCATION IN STRUCTURE MATERIAL SUPPLIER DATE: Feb. 11, 1992 Kl CONCRETE (ASTM C39l 0 MORT AR (UBC 24-221 0 GROUT (ASTM C1019l 0 PRISMS (ASTM E447l PERMIT No. 91-1390 D PLAN FILE No. Concrete Temperature: 68° Air Temperature: 66° I ADMIXTURE(S) Bottom 91 of panel lA San Diego Ready Mix Pozz 2222 I MIX DESIGNATION TIME IN Ml~ER. MINUTES SLUMP, INCHES SAMPLES FABRICATED BY SAMPLES TESTED BY LABORATORY No. MARK 88-105/8 sack 96 4-1/4 TK ORB 9099 TRUCK No. 221 TICKET No. 1324225 9100 9101 9102 DATE MADE DATE RECEIVED DATE TESTED 02-08-92 Discarded 02-10-92 , DIAMETER. INCHES AREA,SQUAREINCHES MAXIMUM LOAD, LBS COMPRESSIVE STRENGTH, PSI AGE TESTED. DAYS 02-11-92 03-09-92 03-09-92 6.00 REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) 28.27 84,500 2,990 3 3,000 . DISTRIBI.JTION ( 2) Ca 11 away Go 1 f {2) Bilbro & Giffen 154,750 G,470 30 (1) Snyder Langston Builders (1) City of Carlsbad (1) San Dt~go Ready Mix 148,500 5,250 30 SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEWED BY: ~ ,,. --z,wp~:Y ALL Micha~l B. Wheeler, R.C.E. #45358 -· r. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIBGO, CA. 92160 (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRFSSIVE STRENGTH TEST REPORT FILE NUMBER 9112295 DATE: March 4, 1992 00 CONCRETE (ASTM C39) PROJECT TITLE Callaway Golf D MORT AR (UBC 24·22) PROJECT LOCATION 2285 Rutherford Road D GROUT (ASTM C1019I ARCHITECT Smith Consulting D PRISMS (ASTM E447) ENGINEER PERMIT No. 91-1390 D CONTRACTOR Snyder Langston PLAN FILE No. LOCATION IN STRUCTURE Mechanical equipment enclosure #1 -north end MATERIALSUPPLIER Palomar Transit Mix ADMIXTURE(S) MIX DESIGNATION C470C004/4 sack TIME IN MIXER, MINUT~S 70 SLUMP, INCHES 6 SAMPLES FABRICATED BY MS SAMPlES TESTED BY DRB LABORATORY No. MARK DATE MADE DATE RECEIVED DATE TESTED DIAMETER, INCHES AREA,SQUAREINCHES MAXIMUM LOAD, LBS COMPRESSIVE STRENGTH, PSI AGE TESTED, DAYS REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU~ FT. (PLASTIC) 9456 02-26-92 02-27-92 03-04-92 6.00 28.27 56,750 2,010 7 _2,000 DISTRIBUTION (2) Callaway Golf (2) Bilbro & Giffen (1) Snyder langston (1) City of Carlsbad (1) Palomar Tran-sit Mix 9457 TRUCK No. 900095 9458 Concrete Temperature: 72° Air Temperature: 84° TICKET No. 667811 9459 SOUTHERN CALIFORNIA SOIL & TESTING, INC. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT 'PROJECT TITLE Callaway Golf SCS&T FILE No. 9112295 I.R. No. 7 PROJECT LOCATION 2285 Rutherford Rd., Carlsbad PERMIT No. 91-1390 PLAN FILE No. ----- ARCHITECT Smith Consulting Architects ENGINEER SKI Structural Engineer GENERAL CONTRACTOR Snyder Langston SUB CONTRACTOR Sierra Steel 02/18/92 S. Bibby 308 02/19/92 S. Bibby 308 02/20/92 S. Bibby 308 02/21 /92 S. Bibby 308 DISTRIBUTION: Time Arrived: 0800 Time Departed: 1200 Structural Steel Assembly Showed up on the site as requested fo; welding inspection. However, no welding was completed because of time r:equired to install steel tubes. Time Arrived: 0800 Time Departed: 1000 Structural .Steel Assembly Showed up on the site as requested for welding inspection, no welding to be completed on this day. Time Arrived: 0800 Time Departed: 1500 Structural Steel Assembly Welder: William Force #0472 Electrode E71T-11 Inspected fit-up and full penetration welding of three tube steel splices on 8"x8"x5/16" wall reinforcing members along line 1 in the northwest corner as shown on S-2 and revised sketch #2 dated 1 /14/92 from Smith Consulting. These members were spliced for ease of installation, see attached Ultrasonic Report. Time Arrived: 0800 Time Departed: 1300 Structural Steel Assembly Welder: Doug Fine #1968 ATI Electrode E7018 Inspected filiet weiding of tilt-up panel connections for two mechanicai rooms as shown on S-2. One at northwest corner and one at southwest corner of the existing building. (2) Callaway Golf; Attn: Carol Kerley {2) Bilbro & Giffen SOUTHERN CALIFORNIA SOIL & TESTING, INC. ( 1 ) Synder Langston Buildiers ( 1 ) City of Carlsbad SAVED ALE#, REPORT # 2295R7 REVIB~~ Michael B. Wheeler, R.C.E. #45358 JE00008 r ·· r· : .. -REPORT OF ULTRASONIC TESTING , Pagc_of _ ' SCS&T JOB NUMBER: C,u2..2. 'l5 DATE: 2-w-q2.. PROJECT: (J:\LLP\ WFa.'f GoLf METI-IOD: C.o NT"KT ADDRESS: 225-5 ~~BRfoQ.D ~ FABRICATOR: S,.E.ReA STW- CONTRACTOR: S°t-1'1082. LPl~Q)~ EQUIPMENT: ~/)\NA M'E..'T'2..\l. <::. Efbc.~ zcrn TRANSDUCERS: 2·2':> Hi-\z.. INSPECTION ST ANDA,RD: /:\ "1 S "°DI· I CALIBRATION: 7) SC.. ACCEPTANCE STANOARO: Vl·I SHEAR WAVE-ANGLE: ,Oa PERCENTAGE TESTED: MATERIAL: ~1:,ro Technician· Date Hours -S 8i~Y '2:20 ,1 ... ~,-R1t", ,nN· l'tJtJ ~~ i.J i::n;:>AT\ o N ~l;C"",=:5 . ['") ~ ~X.g'k '5/,t,... '.\\Jll s:' S'T12.E_1 : ~ , LOCATION TYPE OF WELDS ACC. REJ COMMENTS :~1',\~I ~~~~,·.._,r.,. !C0W r.' tl -S it-isioo 6-JP..u.. . ')!;( LJNE, ONE.. N.LJ. ·C.012.:..tJE.R- '\~Q.:EE, ~L.tlE..S. \Z FuLL ~e.T~TioN 12... ! I I I I ! ... I ! PERCENTAGE REJECTABLE: -------- NUMBER OF RETESTS: TECHNICIAN ~~VEL REVIEWED BY: u : , . . , . -. , · JAN, 22 ; 92 ·10: 03 SMITH CONSULT. ARCH. • 'J > -P. :l./1 . .. ' ,~.... . ' . . . . -~ : ! .... ' !' (). tr .. ~·if)0 ~, : i i~ t:1;~ '" : r -~ . ' .. ~ . I -. i -~-W ::. ir· ~-:. .. I V -.~ . • • • I \l\ r~ it -~-, .. ~! . ' ' ~~ ~ ' f · , .. .:. ~i jft: : ; SJ : To~ ~rx_1I . ~'-"-~! .. J . ef) 3 . '9 -. ~ ! Ir-!:.)< -+--' ... -·• ! ~ ) I -;, ~, l ..: _j .. ~ -. , I tf\' ¥-I :, 'Cl i : ,. I i .. i ' l· 'i I i J . -~ '\ -· • ~ I . I . I . . I. -. -- ~~ I I .. ... I . I •I .. ___,.,.,..._;, ~ -,__~.1....--__;,....,...... ~ . . I . . • . . . I • I . .. , I' ' i "~: : : 'i~"1:x ' ' . . I . . I! ! R~ ~ . ., .. .~ i-s ~·· ¥: I -f~ ~: . ·, ' , ,. !% "-' * t • I , . ' ' .. .. .. ... ----·· .. ,. i 18.AlfllNCf~NO·; I ~--i .. : •· ,; ... ' . .. .. . . -.. ; . . SM.ITH. CONSUL TING:.- ~ ·. 't ·-'"- ESGIL CORPORATION· 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 DATE: t l/ lb /11. JURISDICTION: CA /?.LS&AD PLAN CHECKER OFILE COPY QUPS QDESIGNER PLAN CHECK NO: . 91-1390 .. SET: JTr" PROJECT ADDRESS: __ z_2_e& ___ te-__,_v~Dtuz--"'---="Eo .......... ~ .......... o;.,__._/?.._D""-- PROJECT NAME: ___ -C~A:b=l,._._.,A=w~/1:1:'.:...,--~6~0~L~E--o~~~E~,~<-~--·-_,_rx:_....._ D .. o D D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified {$£l04, are resolved and checked by building department staff. Th~ plans transmitted herewith have significant deficiencies identified on the enci'osed 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to retur:r.i. to the applicant contact person. · O T~.e applicant's copy of the check list has been sent to: ~ Esgil staff did not advi~i··\he applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date contacted: ___ ...;.... _____ Telephone# ____ -=~-- -~ REMARKS : _.:i,,,'~__,J~-_!.,!;~'-!=.'!.!:C.~A!.!;N::...T/.____,!_IZ~· ~U:::.,,i:_.!.,;:.,._,_t:.,!:::..!.,;....E;;,t.::,.C:,:~::::._----=~~----.LJI. ?&,, /5/A'J (1). ON,~t cJNE 111-1. ,:o ·,;t1t-S £, AJ-1 P-t A':z'. A&a Alo By: P£-n e,s ctt-tt< ESGIL CORPORATION DGA .DcM DATE: · ESGIL CORPORATION· 9320 CHES.t\PEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1468 JURISDICTION: PLAN CHECK NO: SET: -:JI. PROJECT ADDRESS: __ ~2~~-=8.S-=-----@-~ .. -v~TH-f_......K,.=--FQ......_./!-D-=--~f<:_....l)~· _ PROJECT NAME: _____ utu.._· ____ ~A~t..v~tW....._ __ 6=:~D~L~F_· __ O ____ F~P~t_G-E.__._T~X-- D D D The plans ·transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's bu~lding codes. · · The plans transmitted herewith will substantially comply with the jurisdiction's building codes wheh minor deficien- cies identified-------------are resolved and checked by building department staff. The plans tr~nsmitted herewith have sigriificant deficiencies identified on the .enclosed check list and should be corrected and resubmitte_d for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. ·o The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant·contact person. ~J The a.pplicant' s copy o.f the check list has been sent to: .C ON.SvLT ,,.,, (-. A&C../-1 <;,...,7).+ ?'66~ SD SC,,e..ANTDN f?_D S v1T£ /SD NPLtCANT ?tC/C.fO UP l./ST fl /13 (11 CA-· 9 'Z.. 1-i.1 ~ Esgil staff did not advise the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan check has been completed. Person contacted: ------------- Date e.ontacted: --------,---Telephone*-------'--- 0 REMARKS=-----------'-.-"{------'--------- By : ? E.]'e b.S C if-ye_ Enclosures: -~---------ESGIL CORPORATION 11 / r.; OGA DcM '< • JURISDICTION: ___ CA __ (Z-___ 1_$ __ £,lt{) ___ ___, _____ Date plans received by plan checker: __ /_./ / ___ y __ f_q __ / __ _ ' ,, -:JI. PLAN CHECK NO.: 1(-/370. Date plan recheck completed: 11/;3 PIE.~ By: _________ , e;,. __ F........_1 "'"~ _C. ___ th;ft.___ =-· PROJECT ADDRESS: __ """'2.-_'2_6_S-__ /t_v ____ Ttt£.. _____ ::.,;,e ..... F __ c""::i/4:.-=oo0 .... ____ .... &"----"D=----------------- TO: _____ s ___ ""_r...;.TH-.....;.._,,_;.{_o..;.tJ,__;S:_v_L.. __ T---'.1-N-'(,;:;..,--__ ;...M"". _...;.C'-'(:,__ ____________________ _ RECHECK PLAN CORRECTION SHEET FOREWORD:. PLEASE READ Plan check is l:illlited to technical requirements contained in the Uniform Building Code, Uniform Plumbing·code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. The plan check is based on regulations enforced by the Building Inspection Department. Yoµ may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The· items shown below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303(c), of the Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · A,~ Q Please make all corrections on the original tracings and submit two new sets of prints, and aey origiAal plaa sets that may havo,-ooen ret:urned to. you by the jurisdiee:eft., to: ES 6-/L J I!, LP 6 DY T 0 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 check sheet with the revised plans. ©The following items have not been resolved from previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy- ef---the--pr-ior---e-0-r~ect,ion list, we ha1te enG-losed---those--pages--containing the sti1J.. e1:1ts-tafiG-ing-GO~ions. Please contact me if you have any questions regarding these items. lb1I Please indicate here if any changes 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 to the plans not resulting from this correction list? Please check. _____ Yes ___ __,:NO vt£ £x/.STfN& DOOR GvT 0-F c ?AMC @ .DoogS IO I M.i; '2.c..:> ;..,wuU $€.L:f -C.. LOS €.e J, ·,rrLL '2 C),v.,NVTE -1-Jkvf. S!:CO/:,_£ ANP i2. f'L+f=-T .s em_£ f!E.£_ J? '.2 QS-u,) @ t_r~t. p A-,v. et R ~ /le.£. NOT S,fnJ\-,,v AT A-l L oN M Z.. 6,NO ~~ lli Form No. RPCS.41290 CtJ.rv t f<oo< 1('1 ,s ANP poo..e.s lu,u I H,e_ I oC.,4-7? o..v S Ce 11-rYio ,r- 1To) . {ii) 51+-v-> TH-£ ntvr<.J-J -f-Au:; OF 7)t[ N€UJ 11v(i vLA 7) Ot.J - SuC..H A-S f. /4 / '-/ I 3 C.L A-~~ ::i::-Pu... yzo3 Ju). J /\JO { Ctr'fl_, ...,-;-t-f_ ~ ., -r:-1 £LO LJ:.N lr1tl-A,vr, s, 'ci. O.P'i)OtvA-'L. t,v,::_, r, - Ir--> (Z-/5 2.. • P1<..U\111) i:_ c._,4-L C ~ p-u·,e_ '7r+£.. S2~£N 1. ~..+rr (/1?) SHvw TJ+-f 'TOP. <:'-,(:, ·1r1-1:. l NR_ CLG.-CG.Nt ,NV tc:<:.. T)-{.e n1/;-)..J -.. ff/ I ~ C:7VO. UJIOTH IN 8/roo :I II J: JJ U/6) f?-E-Vl&t.D '1/4, 0 : -(A} r1<.-ov, ox A-PPR..OV/tL. fl CONSTR,vt no,-J f<-.E& ',<; F-Ove.. 7)-{-£_ -. I H-,e-. S V.J' f'c.NO~ /J C&tl ,,,.,{.._. (ii) TH-Fe. V-r...4 Of?fN!N(.,.. AT Tl-t£.._ 7DP or Tl¼.-Lrffl.L / ,v 17 lt'tl"?> IS NOT AC. C.. €..PIA 6. L £. PE.R :i3oC:-(c,\ --- (in) .!Hie... c; l--lA-if=.75: (A) P(Z..csv,p~ A .Puu ' 7-;.,e , ,frt I ( C)NS i te-VC 1 I() Al 71-f-tz._n,~-1 - 11-t-t. Ft 00/<.. IN S""IA1'-1 (6--") f /<-{JV I/)£... A I HZ .3 HAFT f!.,07TI).,.__ "'-' /7)-f I H< lu.4-t..lS AND -F ,;LE. DA-I-PE.~~ S.Eto-, n+-£. FLoo/2.. I r,:J _S-/ AIL/ Puz /70(::, W8) C. (,..AK_, ,::.. 'r"'. ,v£1,..J Pvc_T I OC.AtlC)NS.. ()(\) TtW YLA-vi. ---AIZ..~-TH-£. PvcTS LOCA~D ft, ,::_ Tlv F t: ,._ I n1-G.. I 1-V<.... C...E tLtNC.- .Av-I? -~ NC/..1-R... ,4-,r.D o~oP (...if I L , "...J (~ ..S Fo~ 71~ . rvu tJ-M T>z. n /e-0 0 M r. ~ Ofi): s /'t-u..J I 1--iz f) t 7fu L S. r--w:.... 77tt N €,......, ( Nie. A-oo..e.S. -13 {.A.-( 7 roL u,.,...,, ~ .TYPE. -.-rt: ,~ C.!;. OS. S fc.£ f FR<"' C. r A-t l.. /") 1r, A-ti , /tT A"l.L t oCA 71 VNC A,vo Pf!. OV1DF. AP,t?/!..oVA-t AJU-&£fe. c_ 0D . TH£ AP.OLt(AAJ1 1<1:=r)u~S..R a,. F€.~f' :;n Sn+,R.. APPRn11,A-L ?EP 1S--/jf5 ~ . . ... . d • , .. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92_123 (619) 560-1468 DATE: 10/z8/<t1 JURISDICTION: CARLSBAD PLAN-CHECK NO: SET: X PROJECT NAME: OEFICc T:Z:: D D D 0 The plans transmitted herewith have been corrected where necessary and substantially comply witn·the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified----'--------~------are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified o~ the encloaed 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 Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction .to return to the applicant·contact person. ~ The appli9ant's ~opy of the check list has been sent to: Sr,,. 1 nt . CONSULT flV(.-Al:-C..ttzn.c,rS A!TN fl"lt-?K, LA-A.16:A.v .. o/ 668 . .S C..f<.ANTVN fc!. 0 S U t 7c.. I SO S:: D, <;,+ 'f'l..lU ~ Esgil staff did not advise the applicant contact person that plan check has been completed. · 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ____________ _ Date contacted: Telephone# --------------------0 REMARKS=----------..,,..,,,.,--------------.~-. ":'t';. By: P£ TE-Et SC It£.« Enclosures: -----------ESGIL CORPORATION 10/17 OGA OAA D .R~1 OnM ·.·. PLAN CORRECTION' SHEET PLAN CHECK HO. : __ 'j:..:./_-...;./-=3..,_1_0 ______ _ JURISDic:rIOH:_CARLSBAD===-------------- LAN6AN PROJECT DATA OCCUPAHCY: __ ...,... __ ~5_2-;;..._ ______ _ BUILDING USE: TYPE OF COHSTRUC'I.IOH:-_7tr:.....,.·...___./ ........ l-llc. ________ S: __ P .... I<..__._ AC'lUAL AREA: ___ T_:L _______ '-/_/_2_'1_L _____ _ ALLOWABLE AREA: ___ N_O __ c. ..... _1-1-hN...;..· __ 6 .... t:...=-------- S'l'ORIES: ________ 2.. __ ........ _N_O ____ C ........ H-AN...__ ____ 6-_£_ HEIGHr: ________ O ___ /(... _______________ _ SPRINKLERS: ____ -'-_Y_£_S _______ _ OCCUPANT LOAD: ____ c.. ___ / __ / __ .J. _______ _ REMARKS: ___ ....... ___ .,..... ___________ _ Date plans recei~ed by jurisdiction: Date plans received by Esgil Corporation: Date initial plan check completed: ____ !_0 ___ /_u,____.,A_'i __ / ___ By: P&-n. h£C tt?Ett Applicant contact person: ____________ T.el. _ __.'1..a;S ___ L_"3>_t_8_6 __ . FORE'iiORD: PLEASE RF.AD Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other depcµ-tments. Code sections cited are based on the 1988 UBC. The circled 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. 303(c), 1988 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed' tip the.recheck process, note on this list (or a copy) ·where each correction item has been addressed, i.e., plan sheet, specification, etc. Be sure to enclose the .marked up list when you submit the revised plans. MOTE: PAGE HUHBERS ARE HOT IN~ ASP~ HAVOO HO IT»fS NEEDING CORRECTIONS WERE DELEIED. LISI NO. 56 CARLSBAD TENANT IMPROVEMENT WITHOUT SPECIFIC ENERGY ZONE DATA OR POLICY SUPPLEMENTS, 1988 UBC ' .. 0., I oz ~ I 4.' Plefu.e make all corrections on the·original tracirlgs and ·submit two new .sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, CA 92123, (619) 560-1468. Please make all corrections on the original tracings and ~ubmit two new sets of prints, and any original plan sets that may have .been ret~ed to you by the jurisdiction, to: The jurisdiction's building department. Indicate on the Title Sheet of the plans, the name of the legal ower and name of person responsible for the preparation of the plans. Section 302( d). F.ach sheet of the plans must be signed by the person responsible for· their preparation, even though there are no structural changes. Busipess and Professions Code. 5. Plans and calculations shall be signed by the California state licensed engineer or architect <; 1 t:,rJ where there are structural changes to existing A'--buildings or structural additions. Please f~,.,,s include the California license number, seal, P date of license expiration and date plans are signed. Business and Professions Code. I· I I f Provide the correct address and suite number of tenant space on the plans. Section 302(d). Provide a note.on the site plan indicating the previous use of the tenant space or building being remodeled. Section 302. When the character of the occupancy or use changes within a building,.the building must be made to comply with current Building Code requirements·for the new occupancy. Please provide complete details to show the building with comply. Section 502. UBC Section 304 r~quires the Building Official to ·determine the total value of all construction work proposed under this per111it. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide a .signed copy of the designer's or contractor's construction cost estimate of all work proposed. Provide a plot plan showing the disqmce from the building to the. property lines and the location of tenant space (or remodel) within the building. 7/10/91 On the first sheet of the plans indicate: Type of construction of the existing building, present and proposed occupan.cy classifications of the remodel area and the occupant load of the remodel areas and the floor where·the tenant improv~ent is located. (12) Provide a note on the plans indicating if any '-..::7 .hazardous materials will be stored and/or used· within the building which exceed the quantities listed in UBC Tables 9-A and 9-B. I· r· r· 1 I· I- ,,voTc. Lf7 ~t.J A-~/ A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 9-A and 9-B possible. The building official may require a technical report to identify and develop methods of protection from hazardous materials. Section 90l{f). If control areas are used for exceeding the exempt amounts of hazardous materials from Tables 9-A and 9-B, they shall be constructed ·of not less that required for a one-hour occupancy separation. Section 404. The number of control areas within a building. used for retail/wholesale stores shall not exceed two; the number of control areas in buildings with other uses shall not exceed four.. Footnote 1, Tables 9-A and 9-B. The aggregate quantity of any hazardous materials "in use" and·11in storage" shall not exceed the quantity listed in Tables 9-A and 9-B for "storage". Footnotes 2 and 3, Tables 9-A and 9-B. Provide a statement on the Title Sheet of the plans that this ·project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1990 NEC. Provide a fully dimensioned floor plan showing the size and use of all rooms or areas within the space being improved or altered. Draw the plans to scale and indicate the scale on the plan. Sec~ion 302(d). Indicate the use of all spaces adjacent to the area being remodeled or improved. Show any existing .fire rated area separation walls, occupancy separation walls, demising walls, shafts or rated corridors. Identify and provide construction details for proposed new fire rated walls. Specify on the plans the fire ratings of assemblies to protect proposed openings in existing or new fire walls. 2 7/· ·2/· r· B Id~ntify existing walls to be removed, existing walls to remain and _proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Provide a partitions. section view of Show: all new interior (a) (b) (c) ·(d) Type, size and spacing of studs. gauge for metal studs. manufacturer and approval indicate 11to be ICBO approved". Indicate Specify number or Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has b_e~n designed for partition lateral load) •. · . · Wall sheathing material and details of attachment (size and spacing of fasteners). .Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. Provide notes and/or details to show that the floor and wall finish in toilet rooms are surfaced with a smooth hard non-absorbent material extending five inches up the wall. Similar surfacing shall be provided on the walls from the floor to a height of 4 feet around urinals and within water closet compartments. Section 510(b). Note on the plans: 11All interior finishes must comply with Chapter 42 of the UBC11 • Specify ''Class . flame spread rating (minimum) for ____________ 11 Lateral bracing for suspended ceiling must be ·provided. (UBC Table 23-P) Where. eeiliftg is not Stll'porting interior pat tit ions, ceiling -~g--shall be pro"idad 'by Eettr · !io. 12 gauge WH"es secu:..ed te the · main ?'1:lr.ne;r 1~itl;J.ii:1 2 inches ef t.he cress l!'lfflfler iRteFsectioa aaa spla;ied 90 degrees·fl!Oll'.I eeeh ether a,t a.a aagle not etEeeediag 1,5 degFees £nm t.he pl..ma of t.he ~iliftt. A strut (adequate to resist the vertical component from lateral loads) fastened to the main runner shall be extended to and fastened to· the structural members of the roof or floor above. These horizontal restraint points shall be placed 12 feet o.c. in both directions with the first point within 6 feet of each wall. Attachment of restraint wires to the structure above shall be adequate for the· load imposed. UBC Standard 47-18. ::C /v O t c../r1L T»-£. iv,/t'')< ..:i:s 7" $,te...VT 1b/A11 'IA. t7-~ (N 2/15/90 2/ r· i In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and floor above so that no concealed 'space exceeds 1,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers·, . then 3,000 s. f. and 100 L. F. ) • Section 2516(f). In buildings_having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceiling and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal· dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 2516(f). Storage areas exceeding 1000 sq. ft. in connection with wholesale or retail sales sha-11 be separated from the public area by a one-hour occupancy separation. If the entire building has an automatic sprinkler system, then the . occupancy separation need not be provided. · An automatic sprinkler·-· system shall be ·installed in rooms used by the occupants for the consumption of alcohol and in accessory uses where the total area of such unseparated rooms and assembly uses exceeds 5000 square feet. _Section 3802(c). The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. ~ The width of the required level area on the '-:::.;I side into which doors swing shall extend 24 inches past the strike edge for exterior doors and 18 inches past the strike edge for interior doors. Section 2--3304, Title 24. 0 S" (1o,., AT TYf'tc:.A'L I s.r rt od.L f)oo~ f· I Specify lever-typ.e hardware· for passage doors on floors accessible to the disabled. Section 2-3304, Title 24. If both sexes will be employed and the number of employees exceeds four, provide separate toilet facilities for men and women. If "both sexes will be employed and the total number of employees will not exceed four", and only one restroom is provided, note the words in qu9tation above on the floor plan. Section 705. In areas where the occupant load exceeds __ , two exits are required. See _______ _ Table 33-A. 3 p';;-ovide an exit analysis plan (may be 8 1/2" x 1111''or any convenient size). Exits should have a minimuul·separation of·one- half the maximum overall diagonal dimension of the building or area served. Section 3303(c). The maximum number of required exits and their required separation must be maintained until e'gress is provided f:i;-om the structure. Section 3303(a). Rooms witjl more than 10 occupants may have~ exit through Q.lli! adjoining room. Revise exits to comply. Section 3303(e). @· Exit signs are required for exits serving an · .occupant load exceeding 49, Show all required exit sign locations. Section 3314(a). ·.s ,e_€,C.ftt-tQc.... E-X IT .S / G tv LO~ 7) 9N, . j6.. Show that exits are lighted with at least one foot candle at floor level. Section 3313(a). Y· f f· I· Show the locations of existing exits from the building and show the path of travel from the remodel area to the existing exits. Note on the plans: 11All exits are to be openable from inside -without the use of a key or special knowledge". In lieu of the above, in a Group B occupancy, you may note "Provide a sign on or near the exit doors ~eading THIS DOOR IO REMAIN UNLOCKED DURING BUSINESS HOURS", This signage is only allowed at the main exit. Section 3304(c). Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(f). Exit doors should swing ·in the direction of egress when serving an occupant load of 50 or more or when serving any hazardous area. Section 3303(b). Applies to door(s) ___ :-- ' Regardless qf occupant load, a floor or landing not more than 1/2 inch below the threshold is required on each side of an exit door ,used for disabled access (may be 111 maximum where not used for disabled access). Section 3304(i). Doors should not project more ,than 7 inches into the required corridor . width when fully opened, nor ~ore than one-half of the required corridor width when in any position. Section 3305(d). Revolving, sliding and overhead doors are not permitted as exit doors if ,the occupant load exceeds 9 or the exit door serves a hazardous area. Section 3304(h). 2/14/90 Exit doors from assembly rooms with 50 or more occupants shall not be provided with a latch or lock unless it is.J>anic hardware. Section 3318. £xrrs Ffl-o,-. @ ,[[!l!D {l'J,C.I..LJO•Nlr ltv1o :l.. (!}\IT OF-.5,,fl,J(_ C ~-Double acting doors are not allowed when / serving a tributary occupant load of more than :100, or when part of a fire assembly, or part of smoke and draft control assemblies or when equipped with panic hardware. Section 3304(b). 51· Y:· 0 r· r· Corridors must provide continuous protection to the exterior of the building. Interruptions by an intervening roQm is not permitted: Foyers, lobbies or reception rooms constructed as required for corridors are not considered intervening rooms. Section 3305. Corridors and exterior exit balconies serving 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the lowest projection. Corridors serving less than 10 . occupants must be a minimum of 36 inches in ~idth. Section 3305(b). When two exits are required, dead end corridors and exit balconies are limited,to 20 feet. Section 3305(e). 30 or more occupants shall Corridors serving have walls and construction~= ceilings of one-hour 7-N~ Fl oOlf:.. l.0/t....l!.1 Por<.. INTo S.TY\1.e_ fS t ; Corridors greater than 30 feet wide when the occupants have an exit independent from the corridor. (. I Exterior sides balconies. of exterior exit Corridor walls and ceilings need not be of · fire-resistive construction within office spaces having an occupant load.of 100 or less when the entire story in which the space is located is equipped with an automatic sprinkler system throughout and smoke detectors are installed within the corridor in .accordance with their listing. Section 3305 (g). Section 3305(g), Exception 5, cannot be used for non-rated corridors in a fully sprinklered office space if the occupant load in the space exceeds 100. Section 3305(g), Exception 5 does not apply to common corridors where the corridor serves as an exit for non-office areas (manufacturing, warehouse, etc.). 4 i Section 3305(g), Exc~ption 5 is applicable only for corridors on one floor; the corridors on the lower level(s) must be rated if these lower corridors have openings into them from other levels. If non-rated· corridors are used per Section 3305(g), Exe. 5, provide a reference to the corridors on the floor plan, noting: 1. Corridors .·are non-rated per Section 3305(g),·Exception 5. 2. .3 .• 4. Smoke detection system must the ·state Fire Marshall supervised low voltage· system. be listed by and be a Smoke detectors shall ·be maxi.mum 30 1 on center. Power supply shall be dedicated branch circuit. Circuit disconnecting means shall be accessible only to authorized personnel and shall 1:ie clearly marked FIRE ALARM CIRCUIT CONTROL, with a lock-on device. If a tenant space utilizes Section 3305(g), Exception 5, then that tenant space shall be se~arated from adjacent spaces.by a demising wall constructed as for a one-hour corridor wall. ® Clearly show where the non-rated corridor system termi~tes and a rated corridor system· commences. One-hour fire-rated corridors shall have door openings protected by tight-fitting smoke and ;\-L-.>O draft control assemblies rated 20 minut~s, $/;,£. except openings in interior walls of exterior ~-'-/. · exit balconies. oors shall be intained self-closin or be auto sin b action a smo e etector er Section 4306 b s shall be .gasketed to provide a smoke and draft . seal where the door meets the to ' es d -~· Section 3305 h • ,'\U,~ 77ft., · e.. l<!Si,N(-.. ~TU.-L DC:>dl.. ·-:l,N'Tb (<.OO,o\ ('-(I!!, y...,.,s,_, /SE.. ~ Show rated corridqrs, lobbies, reception or foyers cross-hatched on .the floor plans. f· Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed·2s percent of the area of the corridor wall of the room which it is separa~ing from the corrid9r. Such openings shall be protected . by fixed, approved 1/4 inch thick wired glass installed in steel frames. Section 3305(h). 6/13/90 f· ® ,. r· 2-0,.,.., Provide a complete architectural section of t,he corridor, or exterior exit balcony, showing all .fire-resistive materials and details of construction for all floors, walls, ceiling and all penetrations. Section 3305(g). Show the location of fire dampers. Provide fire dampers at duct penetrations of fire- rated occupancy and area separations, shafts and corridor waUs and ceilings. Section 4306{j). If a room with an exhaust fan has a door opening into a rated corridor, show how make- up air will be provided to the room. The door cannot be undercut, nor · can a louver in the door be provided. Section 3.305(h)l • If building exceeds two stories and has.an elevator opening into a rated corridor, show how the smoke and draft control provision of Section 3305(h) will be met. Either provide a separated elevator lobby or a second door at the elevator entry meeting the provision. If a second door is provided at the elevator entry, note that it will be readily openable from the car side without a key, tool or special knowledge or effort. Section 5106. Provide evidence of Health Department approval (for restaurants or for tenants using X-ray equipment). When nonflammable supply cylinders for medical gas systems are located inside buildings, they shall be in a separate room or enclosure separated from the rest of the building by not less than one-hour fire-resistive construction. Doors to the room or enclosure shall be self-closing smoke-and draft-control assemblies having a fire-protection rating of not less than one hour. Rooms shall have at least one exterior wall in which there are not less than two vents of not less than 36 square inches in area. One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. When an exterior wall cannot Qe provided for the room, automatic sprinklers shall be installed within the room and the room shall be vented to the exterior through ducting contained within a one-hour- rated shaft enclosure. Approved mechanical ventilation shall provide six air changes per hour for the room. Section 702(b)4. 5 All p~el boards _ shall have a minimum 100 amp rating or approved by the Building Official. The minimum rating of a service disconnect is 100 amperes. 1ol6. The minimum size conductor to receptacles and i' lighting fixtures in commercial and industrial buildings shall be #12 Cu. AC(BX) cable is not allowed in group A, B, E, H and -I o.ccupancies .• (see Ord. for exception) KISCEI..t.AimXJS ~-Please s~e additiona_l corrections or remarks 'J that follow. . . _ _.. ~ To speed up. the recheck process, note on this ~ list (or a copy) where each correction item has been addressed, i.e., plan sheet, note · or detail number, calculation page, etc. ~ Please indicate here if any changes have been i..::;;,; 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 in the plans. Have cl_langes been made to the plans not resulting from this correction list? Please check. .,.... ___ Yes _____ No -NO'IE: -The following provisions are contained in Title 24, Part 2, -califomia Building Code, as adopted and enforced by the State Fire Marshal. They are provided here as~ courtesy to assist designers in developing the project documents. All applicable provisions may not necessarily be included. Please direct any questions regarding intei:pretations of these provisions to the local·Fire Departamt. Walls of corridors and exterior exit balconies in Groups A,E,I,R-1 and C Occupancies having an occupant load_ of more than· six persons and in all other occupancies having an occupant load of 30 or more shall be not less than one-hour fire-resistive construction. Section 3305(g)l. Note on the plans that approved floor-level exit signs shall be provided. This applies to A, E and I occupancies. · 7/8/91 Area separation walls shall not be considered to create .separate buildings for the purpose of automatic fire-sprinkler system requirements as set forth in Chapter 38. Section 505(e)6. l!XCKP'IIOH: Buildings separated by continuous area separation walls of four-hour fire- resistive. construction without openings. Buildings required to have automatic fire- sprinkler protection as set forth in Section 13113 of.the Health and Safety Code (homes for children or the aged) are prohibited from using area separation walls in lieu of automatic fire-sprinkler protection. In educational occupancies, storage and janitor closets shall be of one-hour fire- resistive construction with openings protected by assemblies having at least a tpree-fourths- hour fire-resistive rating. Section 802(c). Section 1807 should be reviewed for all high- ri~e. buildings. The exception in Section 3318 of the UBC has been revised so as--to allow the omission of panic hardware at the main exit in churches (by using signage), only when the occupant load of the church is less than 300. s1 If elllergency warning systems are required, • they shall activate a means of warning the .hearing impaired. Flashing visual warnings shall have a frequency of not more than 60 _flashes per minute. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, california 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan. check items, please contact. _______ _ at Esgil Corporation Thank you. Enclosures: r. __________________ _ 2. _____________________ _ 3. ______________________ _ 7 t-Doors (other than handicap compartment) are not to encroach more than 1211 into above mentioned ·clear space. 2-5il.l(a) I.. Provide a 2811 clear space between .water I closet and fixture c,ir 3211 clear space between water closet and wall. 2-511.l(a) 0 A 4811 long clear space is front of water closet. space is required when compartment has a side door. 2-511.l(a) . J?/1,, 7 required in A 6011 clear €Ee toilet -6ot f Water closet ·compartme~t doo.r to provide 3211 clear width for end-. entcy arid 3411 clear. width for side entry. Door to be self-closing. 2-511.l(a) I SINGLE ACCOMMODATION TOILET FACILITIES • Water closet shall be located 2811 from a fixture or 32i1 from a wall. 2-511.l(a) Minimum clear space in front of water · closet shall be 4811 • 2-511.l(a) c. In an existing building, a single accommodation toilet facility may have a space 3611 wide x 48 11 long in front of water closet. 2-5il.l(a) r · GRAB BARS AT WATER CLOSET One at side 4211 long extending 2411 in front of water closet; one at rear 3611· long centered on water closet; both mounted 3311 above floor. Where a tank- type toilet is used, grab bar may be as high as 3611 • 2-511. l(a) •. Bars shall be 1-1/411 to l-1/211 in diameter with 1-1/211 clearance to wall. 2-511.l{a) ~ fasteners-and mounting support shall be able_ to withstand 250 lbs./ft. in bending, shear and tension. 2-511.l(a) _ 0 WATER CLOSET f· Height of water closet seat shall be 1711 to 1911 above floor_. 5-1502 • b. Controls shall be · operable with one ~d, and shall not require tight grasping, pinching or twisting of the wrist. 5-1502 c. Controls for the flush valves shall be mounted on the wide side of toilet areas, no more than 4411 above the floor .• 5-1502 d The force required to activate controls shall be no greater than 5 pounds force. 5-1502 0URINALS_ a. Where urinals are provided, the rim of at least one s}:lall project 1411 from the wall and be located 171-1 maximum above floor. 5-1503(a) b The force required to activate the flush valve shall be 5 lbs. maximum and located 4411 maximum above floor. 5-1503(b) · rl. Provide 3011 x 4811 7· forward approach. @·LAVATORIES. ·clear floor space for 2-511.l(b) • Provide 3011 x 4811 clear floor space for fo;-ward approach. Said clear floor space may include knee and toe space under lavatory described below. 2-511.l(b) • Provide clear space beneath lavatories 2911 high by 3011 wide by 811 deep at top and 911 high by 3011 wide by 1711 deep at bottom from front. of lavatory (toe space). The maximum counter surface height should be 3411 • 5-1504(a) c. Hot water and drain pipes under lavatories shall be insulated. 5-1504(b) d. Faucet controls and operating mechanism (operable with one hand) shall be of the type not · requiring tight grasping, pinching or twisting of the wrist (such as lever-operated) and an operating force not exceeding 5 lbs. 5-1504(c) e. If self-closing valves are used, they shall remain open for at least 10 seconds. 5-1504(c) r· TOILET ROOM ACCESSORIES • Mirror bottom edge shall be located 4011 maximum above floor. 2-511.l(b) Toilet tissue dispensers shall be mounted within 1211 from the front edge of toilet seat. 2-511.l(b) Operating parts of dispensing and disposal fixtures (towels, waste, coin slots, etc.) shall be within 4011 of floor. 2-511.l(b) @ SANITARY FACILITIES IDENTIFICATION a. On doorways leading to sanitary facilities the symbols to be provided are 1211 Equilateral triangle for men, 1211 diameter circle for women, and 1/-411 thick, centered on door, 6011 high and contrasting color. Unisex facilities shail·be identified by the circle with the triangle superimposed within the circle. 2-511,l{a) • r-BATIIING FACILITIES • One such facility shall comply when provided for the public, ·clients or employees, 2-511.l(a) Shower compartment shall be-4211 wide, 4811 deep, with a 3611 wide entrance. 2-511.l(a) Show on the plans that the handicapped bathing facilities shall conform to requirements of ·sec. 2-5lla-~, 5-1505 and 5-1506, i.e,, folding seat, flexible shower hose, etc. · GENERAL REQUimmrIS 0DRINKING .FOUNTAIN a. Drinking foW1tains shall be within alcoves. The alcove shall be not less than 3211 wide by 1811 deep. 2-511.l(c) b. When the enforcing agency determines that it would create an unreasonable hardship to locate the water fountain in an alcove, the water fountain. may project into the path of travel, and tjie path of travel shall be identifiable to the blind as follows: (1,) The surface of the path of travel at the water fountain shall be textured so that i~ is clearly identifiable -by a blind person using .a cane. TI:>,e minimum textured area shall extend from the wall supporting the water fountain to l foot beyond the front edge of the water fountain and shall extend l foot beyond each side of the water fountain, or (2.) Wing walls shall be provided on each side. of the water fountain. The wing walls shall project out from the supporting wail at least as far as the water fountain to within 6 inches of the surface of the path of travel. Also, there shall be a. minimum of 32 inches clear between the wing walls. c. Note on the plans that drinking fountain shall conform to·requirements of Sec. 2-5llc and 5-1507. G PUBLIC IELEPHO~ a. Provide space 3011 x 4811 for forward or parallel approach to· telephone. 2-511.l(d) · b, Note on the plans that public telephone shall conform to requirements of Sec. 2-511.l(d). . I· ELECTRICAL RE.QUIREiENTS l . 15, ·20 and 30 amp receptacle outlets shall be installed not less than 1211 above floor. 3-210-SO(e) • Center of switches shall be located not less than 3611 nor more than 4811 above the floor. 3-380-8(c) G PLUMBING REQUIREMENTS - ~- a. Where kitchenettes are prpvided at employe~ break rooms, conference areas, -customer loWlges, etc., the faucet controls at kitchen sinks shall be operable with one hand and s~ll not require tight grasping, pinching or twisting of the wris·t (i.e. , use lever- operated, push-type, etc.). If self- closing valves are used, they shall remain open for at least 10 seconds. 5-1508 · GR(XJP A occa:PANCY REQUIREMEH'IS UDIIORIUMS, ASSEMBLY HALLS, THEATRES, ETC. • Seating and toilet facilities for the handicapped shall be accessible from the ·main lobby or primary entrance. , 2-6ll(b) This structure requires _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll{b) Each wheelchair space shall be 6011 x 3011 and level. 2-6ll(b) • When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll(b) • This structure requires -----~-seats £or semi-ambulant persons. Clear leg space shall be at least 2411 • 2-6ll(b) • Stages, enclosed and . unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. 2-6ll{b) STADIUMS, GRANDSTANDS, BLEACHERS, PAVILIONS, GYMNASIUMS This structure requires _______ _ wheelchair seating spaces. In theaters and auditoriums, the seating shall be provided in a variety of locations so as to provided a choice of admission prices. 2-6ll{c) . • When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. 2-6ll(c) • Ticket booths must be accessible from both sides. 2-6ll(c) • Participation areas such as ball courts, · exercise rooms, tracks, and clubrooms must be accessible. 2-6ll(c) e Spectator and participant sanitary and locker facilities must conform to the requirements of Chapter 2-5. 2-6ll(c) T . 5 1-Vrt.<.. CON(.,£ L ll . A II\./-sv <: FO 0 'I IN ooe.. A-T Stfuv 7, ( 1-/fi( 0,J y Co,.; T /,-J cc.. Th F7~ re. 06, . j) l7°)1 I ANI? /Jc; 7)-f-1!: 5 1-{A-r=,s vLT LOc..A-71 ONS CF_-N LJE C...£1u· G-7 AN.O IN I ,'\-LL r .C.Of.JT Cl!, 0,/ "'."' n<l'D ·--x . (no) . ::JVSTI F Y . T1+t.. ........ A-x. 6' C.L.lAt? .4.NU_ WILL r, tr: ,...... .4 /NT A-1tv f ,? . 17).J "TH-§_ <:.A-11 l t:. , ~ fHy._, N lrJ ( ' /,4 7 (cAN T>H. C'.A gun '"'l~J,: S Tll..E_ 7C I+?) .. ck.. ([u) ?Mv,ot. I C-t!, o Nl't?.11 VttL Al,. tr,, Trf-£_ N &: " F_••,<,p A ,i<::lc)AJ P,QLT7-. .-,.,J C'"L (ni', PR r1v1c £.. ~ S TJL,, , r ,v,z. l'f'L-'.Aces Jlf/'_,O ;, ,._., A---, L' C..,.,e_ 71+-J: <:;?vh, C.d.11..., ,rvr-. - ., , . . ~ . - . ' . PLAN amct mimER:. ____ (r_/ __ ___...i_1 .;.;..3 ..... o/_D __ ~ p~ t.l t.£ t.. o,Oif ,Ser L 1'-' ;).,._) (., .S.u:o ifn -r-, 0 ~ /-;' ;°) c,...) Pf ..tJ..?C J.-1 cF.,...J ,)(.j c.:-w . ,. .. - . .. -,~ . . ~ DAl'.E: ,/ 0 -:z 'Y-9 I ~ GI.ER AilOOlC PUN QIEQCER: D ' . D----- ,/1 ,,C-i 6 /_,,./ !-(., s -1:5 -'---/ .. (.:,' .:!£-...c. ,,, <:. "r .-','!,..) ,:; ~!.,Jr.I'"/-'-~ ...... ·--... -~ .r:; <..,;;;; ,;1U c::::: .Y.!',::. . 'r"" /.::::> t£ .; 1,:;~, . . . . . . ELECTRICAL PLAN CORRECTIO~ SHEET JURISDicnON: Co 'CI~ bo.,d •· PL<ll am:. .,.,_, ~t \~O PUN <Erm: Cb u. ; d e:f\ £aJ \ -~ -·-· ---· ----------·------- rl C \.::'.I\ PAGE_: 1 / \ SEr: T DA:I:E: \ 0 ,2 '2, 9 t e -i THE· SAN·::J?IEGC':!'·l'tlE_~' C:~~~~-!''.,~,-!.HI_E·· 1,~T1:Jt_~·~.1:19.~A_~ C:?N rl_ERE~C:C._01". a.u_u.0,NG 'Ol"_l"ICIALS AP'!.ROVES THE CONT EN:· .·. ,;-;.;,a;~:-i,:,:;,::_~-::~j·'"o,::TH·1s··NEWSLET:TEl't'AH0 .RE_CO~f!IE.NDS)T~ A~(!!".'1".ION_•~.:r'HE.MEM,.ERS Ol"_TH~. CHAP'TER. : • , · . : c.'.t~c1<'\;·,,:,/;.'j:ji:'i:.oc:At"1iis·~ECTIO·N-:iu,11s0ic:T10·H··cro,,1: IIIEC.IHHING'AHY INSTAI-LATION aASED OH THIS NEWSLETTER . .::;;y1tt~itttili~~1t~irt~'r{~/ :~ ~;\ .. _?:(?_:·::r~rf}:--:;:i:-~:-·< </··. · ..... -:._ · ·. '"iJ.,'fCODEkREFERENCE·:::i:'--···'-/~; ·: , ·-· ·-·--.' .. -... :'.~SUBJECT . ~-PUBLISHED .. ::?::\~::'?:1r;,;~r\t~f_::,(t;;;f~~~-::.':\::.:. · ·\.{_ ._:~_.~:·_, · ··:-.-/ ~--: :· ;-... ·. · . . -:·} 230:.95:};_·:;~{;::-'..:'-,)~~s::::> •:·:.:_. GROUND ·:FAULT PERFORMANCE ··TEST.ING· · APR 89 . \tr11,1}~:1rt)fa?s~f t;q~-:,;;:1\ .. ::,;.,:~l-t-i.-/.1, -':·t: -·::· . ,·_, :.::. -: ·::: -._ -.:_ -.. ., :_ · -.--· · . _ _ ·· \ s.E!ict~on··.230."":'95,0.~requir_es-t~at. certain\ s~rv:ice~: be-provid~d with a. ground fault ..... ·, .{-.... ~ (' .... _ ...... ~ ... --.•.-;!;. y-i,.,,, ..... ·~ -• ~· •• ,. . . • "• . •. • •• . . · ::;..:pr~te_c;ti:O~r sys~~m~!,.:,:. Subse·c;iori· ( c) . requires ·_ that. tests· be ·performed. on · such :/,tiiyst~~i)f pri:tsl,ffllab):f t·o::·:as·sure that· _the' equipment performs its· intended function~· -~ ',_.:·This~?:C~~e::?'~:~ct5;o~:r d~es· ·no:t{::·detine., ~iio:'. ts :):o '··perform:·: thes_e .: tests or · what · ·: <iriformationir"i{to:be included-in:the written. report for. inspection jurisdictions • . , ... •'• .-.. ~...-. ~~-~,::.:.~;·~ .··: -~._,~.;_ •.. ,.c. .. :;.,,_, .. "··::'. ·~. ,. .-: ·-,.~· .~ ·,~· '; . ~. ... . . ! .•. ' • ::· .. Additionally/zthe·:r_equ.rrement·· that·:these. tests be performed on the system "when ... /(.~_!r'ii1(:, ;_~~t~if ci<;:: pnt~i te~ ·. aliows' ·_t_ests'' to. be . made :··at·::_ inappropriate·: t,irnes • . . :<{:\:{;..-:/-:'.-'.:··:-::~,_:-,\~'.{ftf:/(;~_·:·:-·;; __ :·:···_>~---~-, ..-:·:·· ; ' . . .. -. .: .. > . .. . . ·,. ::;.'. _':t'~e?_f9l·.19~i,.ng.;.: staIJdar4~:, are: est.al;>.lished: to assure tliat performance testing. of.· ... :.::.J~:, ground_::' lauit'/sys_tems. 'fs'\ ·accomplished . in : a·: unif orrn ._· and acceptable manner·: . . · .. (J~;:~~)}t/i;:.:~:~:~t:r.jni~~~/ ~-~-s~{J~ _~: · ~h:~:{C\;~: .-_ performed·. by· a:· thir~:-. · par~y-· capable. of . . :: ;~/f1.:>/·i\)/\iem<in~t-~c1.~;ng~ b9~_~\..th_e · kli~~iedge,-arid.: equipment' ··necessary. for such tests~··. ·_ :/·1:~t<-: t:?::.-tr~_}·::;W-tif.\:\;}fo::.-:-·ti/)~t;:ltf'.l::}i;:·r~~ .. _·. j·.: t_. ·,.: ~<<~-:··r· ·· · · · -.-:. · · · ·_:-.._ 2 •. ,~:-_<:: .. The;·required\tests•'shall:-:be·1 conducted· after ·all electrical. work has .been . . . •·,pj~tit~f t~~{tl(}e:::(:~/:~f ;:::i::a::··:::::t·· · _: ·i··::-·; .:::: :. __ .-:':a)\~~·.-i.i··~\ ~;P;: of . th~-· man~fa'ctur~r ·, s .: i~struction~ for perforrn~nce testing ··\'._)l{1l~l!I1;f i;{i;;=~~~r~:d•;:~:~.::=~ing .connections are cor=ctly · .-.::·-.-.~--.'.:\:,_-:..;3-.;:\c)_:<~{<~:!;_<1::t~~en~t-~*~t; ~l;L~_ neut~a-~ :_cond~~~~rs ._in ~he distribution system . -_-·::,_::.·:-~··.;-~...;~~-i.,;/:·'.':..'~"-:=·::;·::.:'s.",{.· have·tbeen·~tested···and·. fourid, to· be. ungrounded. · Describe the test. -:::I~~\i))r!I~i~iifiit~¥if~J~i;jtt(~;t\\:}f?\::._\{_-!-\?:.~--:·.>,--·\.-.:~-:>:: __ ;:·_ /:?;:-:.::. · :'.: · __ -· ·;_ · ... ·-·-. ,· · ·. --.-:,;:· ... ;\.,/ :·<:'?;:::-.;: dY//i·'.}A: st.~~~m~nt-,_t~at th_e_: ground_ fault equipmen'!; · functioned properly· when •. ::ii~ri r?\~C[[i{{?:f l~~t(J!tt"t!!r;t~·r··ting~t' tri~t~··· of. the t~·t·;· ... -~ ' V . . . . . ·. -·. ,; ·_,.,.. . ' ' . : .. . •;_; ' . : . ' . : -:. ~ ., .. .. :'·: ;."" . . ... ~ · . •• ::.~· <.~ ~~\·:·;::{\· •,, ~, _:.~·.: • ••• ·-·.: ·: '• •• • ' • -•• 1·· .... :"' .... · .. : . . --;, ~. . ' .. ;""; .. · .. . ' ' ~ . . : ~:_\ ·', •' .-·. . ~·-.: f~·.:-~."'-._·: -.. ._;;. :,-"·,.·.·. . .. -··.: :.-. .,,. · .. . :· ~-. ' . : . . .. -.,, . . SAN DIEGO AREA. ''-" ELECT.RICAL N'EWS·LETTER THE SAN· DIEGO AREA CHAl"TER 01" THE INTERN'ATIONAL CONFERENCE OF BUILDING OF'F'IClf.LS .AP'l'ROVES THE CONTENT OF' THIS NEWSLETTER AND RECOMMENDS ITS ADOP'TION BY THE MEMBERS QF' THE CHAP'TER, CHECK WITH THE'LOC ... L INSP'ECTION JURISDICTION BEF'ORE BEGINNING ANY INSTALLATION aASED ON THIS NEWSLETTER. . . CODE REFERENCE 450-9 SUBJECT TRANSFORMER VENTILATION PUBLISHED-REVISED DEC 81 A~R 85 Closets and rooms housing ·transformers shall have provisions to maintain an ambient temperature which does not e_xceed the ambient terqperature rating on the · transformer. This may be accomplished by natural or mechanical ventilation, by mechanical cooling, or by other means. 1. Natural ventilation which complies with the provisions.of Section 450-45 shall be -acceptable. 2. Mechanical ventilation which provides for air movement of 3 cubic feet per minute/per KVA of transformer rating shall be accept-able. 3. Mechanical cooling which can be demonstrated to maintain an ambient temperature below that of the transformer rating shall be acceptable. . ' 4. Any other means, including combinations of the above methods, which can be demonstrated to maintain an ambient temperature below that of the tra·nsformer rating shall -be acceptable. -----.-. ·----·-- Dates lo{v-1 /qt Jurisdiction CARLSBAD Prepared-bys fin PtSlttE.t:_ VALUATION AND PLAN CHECK FEE a Bldg. Dept. O Esgil PLAN CHECK NO • __ 1-'-l ___ -_1 __ 3 __ t:J_O_ BUILDING ADDRESS '"2-'2.8S-&vVtf:.,e...Fol(..o 1<-0 APPLICANT/CONTACT __________ PHONE NO. _______ _ BUILDING OCCUPANCY f> z. DESIGNER PHONE ------ TYPE OF CONSTRUCTION :JJJ-1 He S.t?&.. CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER Tr ·· (oFFtC-£) "-//21'L '2.. ( 867 I 3 '- .. Air Conditionin12: Commercial --. @ .. .. Residential @ ' Res. or Comm. Fire· Snrinklers @ Total Value 867 /3?.. Building Permit f" ee $ __________________ _,,,__:S_/ _Y_3_5 _0 __ _ Plan Check f" ee $ $ Z0'--1~ '?..I:: ___;:..._ _______________________ ___.;:;. ______ _ COM MEN TS._:---------------------------- SHEET ·I OF_._, - 12/87 CB 8G.\-O(:;J·-lb ALL WP.f2.E-Hause: ! Z,f 1 4 30 lti BUILDING PLANCHECK ENGINEERING CHECKLIST DATE.: I O ._ Z. I -9 I ~ ITEM COMPLETE PLANCHECK NO. Cf.s 91 -13'16 ITEM INCOMPLETE NEEDS YOUR ACTION ITEM SELECTED ('-II, 2'1 'Z ~ WAReHOU.$6 TO QFF1c.e) C C H H E E C H PRoJEcT ID: ....,A:;.....a.;.,.t:-..... N_..;;;z~1 z ___ -....;6:;...b=---1 ..,..-:-.....,1 ...... D;;...-i-_\.._1 __ K/ K E LEGAL REQUIREMENTS K site Plan I1JDD 1. DOD 3. Provide a fully dimensioned site plan drawn to scale. Show: north arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimension setbacks. $how on site plan: Finish floor elevations, elevations, elevations of finish grade adjacent building, existing topographical lines, existing proposed slopes, driveway with percent (%) grade drainage patterns. Provide legal description and Assessors Parcel Number. pad to and and I 5lJDD Discretionary Approval Compliance 4. No Discretionary approvals were required. ODD 5 • Project complies with all Engineering Conditions of Approval for Project No. __________ _ DOD 6 • Project does not comply with the following Engineering Conditions of Approval for Project No. _________ _ Conditions complied with by: ________ Date: ___ _ Field Review ODD 7. ODD 8. o·DD ODD DOD Field review completed. No issues raised. Field review completed. The following issues or discrepancies with the site plan were found: A. B. c. Site lacks adequate public improvements Existing drainage improvements not shown or in conflict with site plan. site is served by overhead power lines. P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27 /91 ,'? ~ ~ DEJD D. Grading is required to access site, create pad or provide for ultimate street improvement. DODE. Site access visibility problems exist. Provide onsite turnaround or engineered solution to problem. DOD F~ Other: ___________ ...;.._ ___________ _ lsz1oo ODD Dedication Requirements 9. 10. No dedication required. Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8\" x 1111 plat map and submit with a title report and the required processing fee. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. The description of the dedication is as foliows: ----------------- Dedication completed, Date _________ _ By: __ _ Improvement Requirements ri o'o 11. No public improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy. Public improvements required. This project requires construction of public improvements pursuant to Section 18. 40 of the City Code. Please have a registered civil Engineer prepare appropriate improvement plans and submit for separate plancheck process through the Engineering Department. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of permit. The required improvements are: __ _ Improvement plans signed, Date: ________ .by: ___ _ P:\DOCS\MISFORMS\FRM0010.0H REV. 02/27/91 Improvements are required. Construction of the public improvements may be def erred in accordance with . Section 18.40 of the City Code. Please submit a letter requesting def err al of the required improvements together with a recent title report on the property and the appropriate processing fee so we may prepare the necessary Futq.re Improvement Agreement. The Future Improvement Agreement must be signed, notarized and approved by the City prior to issuance of a Building Permit. Future Improvement Agreement completed, Date: _ _,. ___ _ By: _____ _,.. ___ _ D ·D D 13a. Inadequate :information available on site plan to make a determination on grading requirements. Please provide more detailed proposed and existing elevations and contours. Include accurate estimates of the grading quantities (cut, fill, import, export). rszfoo 14. No grading required as determined by the provided on the site plan. information DD D 15. Grading Permit required. A separate grading plan prepared by a registered civil Engineer must be submitted for separate plan check and approval through the Engineering Department. NOTE: The Grading Permit must be issued and grading substantially complete and found acceptable to the City Inspector prior to issuance of Building. Permits. Grading Inspector sign off. Date: ______ by: ____ _ Miscellaneous Permits I . [1]00 DOD DOD ~DD 16. 17. 18. 19. Right-of-Way Permit not required. Right-of-Way Permit required. A separate Right-of-Way Permit issued by the Engineering Department is required for the following: __ -_____________________ _ Sewer Permit is not required. Sewer Permit is required. A sewer Permit is required concurrent with Building Permit issuance. The fee required· is noted below in the fees section. D D D 20. Industrial Waste Pertlli t is not required. P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27 /91 ADT =- Industrial Waste Permit is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Building ~ermits. Permits must be issued prior to occupancy. Industrial Waster Permit accepted - Date: ::,-/)-2._(J-?zJ' By:_C, ___ w_fl.(l..s.,J\ _ _.__ _____ _ Fees Reguired ADT S/ ~ . 27. Park-in-Lieu Fee Quadrant: ____ Fee per Unit: __ _,. ___ _ Total Fees: __ _ 23. Traffic Impact Fee 3) Fee Per Unit.: l;.@;.1ADT 24. Bridge and Thorough fare Fee Fee Per Unit: Z2 / ADT J7J9IZ Total Fee:--S~ Total Fee: \Z, 71 ~ ~ 25. Public Facilities Fee required. D D D 26. 27. Facilities Management Fee Zone: Sewer Fees Permit No. SE. 9 { 0 l C> 6 Benefit Area: f:::fnq)( ll-1,bB: lZ,90'3.12. Fee: =ff QC:, . S Fee: Na Fee EDU' s \J..\.b~ lt 1/.,10 :Z~,&,";'-f ,SO 36,6~~.~l) I 28. Sewer Lateral Required: ________________ _ Fee: _______ _ 0 29. REMARKS: _______________________ _ 20-~ X '-1\,Z'l'Z. :::. fOOO ft 578. ENGINEERING AUTHORIZATION TO ISSUE PERMIT BY:~~.· DATE:_.....,/_._()_--=Z;;..;./_-_1........._I __ _ }ED%ooot:!1,xt-\1,'ttt2.A-:. 81Zl.:. !=PU sGwE:~ CRE.D\T . , x \t:. 10 -::. r~,zq b .oz P:\DOCS\MISFORMS\FRM0010.0H. REV. 02/27 /91 , . ~ or , ! ~ ~ ' '-I(\-.. '-\ ~ '-0 ' h ........ N ' \;) \ '-0 -....::: QI QI .. .. ., ., Q Q --ii~ ~ ~ -N ,., ,., .w .w 0 0 QI QI .c .c u u 5i C: ., --C. a. QI .. ., Q ~ "' ,., . .w 0 QI .c u C: ., -a. PLANNING CHECKLlST Plan Check No. CZ(-13?0 Address zzg~ g..uzyg2_.@>gJ) j2J). Planner U.J ifN cL---. ___._---=-P-ho...:;n_e--"'-4.;..;..38"""'--'-11=6=1..=ce~x-"'t.-lt--J"J..;;..2-.:;_,J ___ _ --=------ (Name) APN: 2..12--06{-10-r/) Type of Project and Use .... ("""R-)"'""l):;;....u.....:~ ..... :rfUl..:...,.=_'t.----'-T:......:;r."'----'-. ______ _ Zone C fY) Facilities Management Zone _____ _ Legend [ZJ Item Complete D Item Incomplete -Needs your action 1, 2, 3 Number in circle indicates plancheck number where deficiency was identified - ~0 0 Environmental Review Required: YES ___ NO _K 1YPE __ _ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval~----------------------- Discretionary Action Required: YES NO CX. TYPE __ _ APPROVAI.,/RESO. NO. __ _ DATE: ______ _ PROJECT NO. ___ ____ OTHER RELATED CASES: ____________________ _ Compliance with conditions of approval? If not, state, conditions which require action. Conditions of Approval ------------------------------.....------ California Coastal Commission Permit Required: 'YES _ NOA DATE OF APPROVAL: San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval--------------------------- E('o D c{'D D rrfD D tfD D ~DD Landscape Plan Required: YES _ NO _f&_ See· attached submittal ~equirements for landscape plans Site Plan: Zoning: 1. 2. 3. 4. 1. 2. 3. 4. Provide a fully dimensioned site plan drawrt to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes and driveway. J:>rovide legal description of property. Provide assessor's parcel number. Setbacks: Front: Required Int. Side: Required Street Side: Required Rear: Required Lot coverage: Required Height: Required Parking: Spaces Required Guest Spaces Required Shown Shown Shown Shown Shown Shown ::JI/ Shown Jro Shown Additional Comments ft@~tr 'j:>f?.;>v1fJK A-$/?&AIL }»tJ.J Ok ,,4 t.L ?7ttr Clse!S ,,,,.tJ 7/HO-: 'j't.1/t/JJ/I) (, ~ Stf2(/Al'tr .,t.::;foc?uf~ e-: GO. ~~ 1M !J,J Cl Rfqp/J./N G ff N /) l<) t,{}.S:r- Hd U ,£e?ir 7h15 (A/AfNA?Tw.l ,.s /4ig_ 4 PA&o/,IY6 S'Jy~Y Gt& 7ctr r/76 -> OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ( 0 -Z-] -'7 I PLNCK.FRM October 23, 1991 Mr. Van Lynch CITY OF CARLSBAD 2075 Las. Pal mas Carlsbad, California 92009-4859 Re: Callaway Golf -Office Tenant Improvement 2285 Rutherford Road, Carlsbad Plancheck #91--1377 Dear Van, Smith Consulting Architects Architecture and Planning Per our telephone conversation of October 22, 1991, I am submitting the parking calculations for the above-referenced project. PARKING REQUIRED: Office -41,292 s.f. (4 spaces/1000 s.f.) Proposed Manufacturing -47,546 s.f. (1 space/400 s.f.) Proposed Warehouse -32,592 s.f. (1 space/1,000 s.f. first 20,000 s.f.) (1 space/2,000 s.f. second 20,000 s.f.) PARKING PROVIDED: TOTAL 311 spaces 165 spaces 119 spaces 27 spaces 350 stalls Manufacturing and Warehouse are indicated as proposed because these areas are not being built-out under this permit. We will be resubmitting for a separate permit within a few weeks. Please contact me if you require any further information. 9868 Scranton Road • Suite 150 • San Diego, California 92121 • (619) 452-3188 • Fax (619) 452-3907 POOR QUALITY ORIGINAL S . . ... , .... SKT SKT Structural Engineering • 23141 Verdugo Or. • Suite 200 • Laguna Hills. CA 92653 [714] 859-9693 STRUCTURAL CALCULATIONS FOR NEW OPENINGS AND MECHANICAL EQUIPMENT CALLAWAY GOLF CARLSBAD, CALIFRONIA 1988 UNIFORM BUILDING CODE SKT JOB -#T91046 PLEASE NOTE THE FOLLOWING: COMPUTATIONS INVOLVING SCIENTIFIC PRINCIPLES ONLY SERVE AS A GUIDE FOR. THE EXPERIENCED ENGINEER AND ONLY ASSIST HIM :IN MAKING ENGINEERING · DEC IS IONS.. THE CONSTRUCTION DOCUMENTS REFLECT THE TOTAL DECISION MAKING PROCESS. ANY EVALUAION OF THE ENGINEERING DECISIONS MADE BY SKT STRUCTURAL ENGINEERING SHOULD BE BASED ONLY ON A REVIEW OF THE PLANS AND SPECIFICATIONS. 1988 UBC MEZZANINE LOADS: DEAD= LIVE= WIND: EXPOSURE C SEISMIC: ZONE 4 DES:i:GN SUMMARY JOISTS 47.0 PSF 80.0 PSF BEAMS . 49. 0 PSF 50.0 PSF CALLAWAY GOLi' T91046 •' ,. ... .( ~ .... ,,, ' SKT Structural Engineering s KT. 23141 Verdugo Or.• Suite 200 . Laguna Hille. CA 828153 ( CAU--AWA>( 0oLf N'.eW rfet:~ANICAL. • • ' -_, ____ ---·---• F -~-------H-•-• F -·-----• --,--...-. ------· --··. . . --· .... ----····-··-·-· . -' ------------·---------·------------------------------------ . -------------------· ~-:~~----~"b~TWE:f~--~--~-,~ =1-=i\7· . ---... -~--~ _·:-~~-=~ -~ -· --~ __ ,_ -\J) D W:, I o~-r 12E :--· -i.s t\~.i -\:' '\.~~~~ :-·: - . . CJ ~ . --· ,_:.;,,,.--1-...:..,;...-----'----·----·-· ----·-·ri = '.:l:Zo·rr· ............. -. I---------'--·------··----· .. -····-·--_----_ -~ -.. # ·:. ~. ~---~ ~ =-----. . 1-----,---'---·-...... ---· --·. ----, ~ ---llt,G ---------------------------------------= .41.s . --------=--·----~-=-=------_-_-- / . ----------------------------: -. ' ------· --------------.------- . . -------- . ----------------------·-·---------------. --------------... --------·-·· ··- . -~10-@ W: {O~it-/2~ R ~ 7J2otf+- P2. ~ ,32..s #- ~ -z 10s' ---~~-------··o------·_·-.f{~Pn . o --------------=·-:--·· · · .f I · ·· _q. . rb ·---·---·--· · · · · iJ .w,5\. -~-r7,G 1 j --~ -~~--____ · -----.... --------· --- t ~ It 1 "t. 'SKT STRUCTURAL ENGINEERING 2'31.41. ''VERDUGO, SUl,:TE 2 0 0 LAGUNA HILLS, CA 92653 Title. :CALLAWAY GOLF Scope :NEW MECHANICAL UNITS Number:T91046 Misc :EXISTING PURLINS . Dsngr :RGN Date:08-Oct-91 --------------------------------------------------------~---------------· GENERAL TIMBER BEAM ANALYSIS & DESIGN Page. f<:·2· -----------------~------------------------------------------------------DESCRIPTION >> PURLINS BETWEEN GRIDS 5 & 6 >> ----------BEAM DATA----~------------------,DESIGN DATA LOAD DURATION FACTOR= · BEAM WIDTH BEAM DEPTH LAMINATION THICKNESS Fb -BENDING Fv .... SHEAR Fe -BEARING ELASTIC MODULUS BEAM DENSITY- ----------~-SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER = 2.5 in = 22.5 in = 1.5 in = 2400 psi = 165 psi = · 385 psi =1800000 psi = 33 pcf -------------= 39.5 ft = ft = ft USE BEAM WEIGHT ? Y REDUCE SHR BY 'd' ? 1.25 y/n·· Y .y/n. ---------END CONDITIONS-------- FIXITY CODE ----->> 1 << l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin., 4=Pin/Fix --------UNBRACED LENGTHS------- Lu: CENTER SPAN = ft Lu: LEFT CANT. = ft Lu: RIGHT CANT; = ft ------------------------------APPLIED LOADS--------------------------- •.•..•.• Use'-' distances for left cantilever! ...... Uniform. ....... . @ Center: . . . . . . . . . . . . . . . . . . Trapezoidal . . . . . . . . . . . . . . . . . Dead = 103 plf Live = 128 plf Dead @ Left= plf @ Left Cant: @ Right= plf Dead = plf Live @ Left= plf Live = plf @ Right= plf. @ Right Cant: ••• X-Left = ft Dead plf •.• X-Right = ft Live = plf ......... ~ . . . . . . . . . . . . . . . . . . Concentrated ............................ . •• #1 •••• #2 .... #3 .••• #4 .... #5 •• · .. #6 •••. #7 ..•• #8 .. Dead = 220 80 80 lbs Live = lbs Dist. = 4 18 22 ft . . . . . . . . . . . . . . . . . . . . . . . . . . . Applied Moments ......................... . Dead Live Dist = = = .• #1 .... #2 .... #3 •• · .. #4 .... #5 ...• #6.i •• #7 .•.. #8 .. in-# in-#- ft ----------------------------:SUMMARY -------------------------------USING: 2.50011 X 22.5011 Beam, Bending= 100.5%, Shear= 59.88% Max. M+@ 19.6 ft Max. M-@ ft Max@ Left ' Max@ Right Max. Allow Moment fb: Max. Actual Fb: Allowable· fv: Max. Actual = 49.4269 ft-k ft-k ft-k ft-k ft-k = = = = 49.1768 = = = 2,812 psi 2,798 psi 1~3.5 psi Left Reaction= Rt Reaction= Center Defl. = .... Di::;;tance = Left Defl. = Right Defl. = Dead Max. 2.57 5.09 k 2.39 4.92 k -1.60 -3.24 in 19.75 19.75 ft ft ft Ck= .811(E/Fb)A.5= Cs= (LeD/BA2)A.5 = 22.21 ,. 'I ,. • ~ . SKT STRUCTURAL ENGINEERING 2'3141 VERDUGO, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF Scope :NEW MECHANICAL UNITS Number:T910'46 Misc :EXISTING PURLINS . Dsngr :RGN Date:0S-Oct-91 · ---------------~--------------------------~-----------------------~-----GENERAL TIMBER BEAM ANALYSIS & DESIGN . . Page. ·f<. .. ~ ------------------------------------------------------------------~----~ Fv: Allowable = 206.3 psi Max. Shear@ Left = 5.09354 k Max. Shear@ Right= 4.92013 k Cf= (12/d)"'.111 = Sxx -Supplie~ = Area Supplied = 0.93 . 210.9 in ... 3 56.25 in"'2 --------~------------------------------------------------------------- ------REQUIRED Max. Center Mom •••• Sxx Req'd Sxx &_Area------ Max. Left Mom ••.• sxx Req'd Max. Right Mom .... Sxx Req'd Design Shear@ Left ..•• Area Req' d Design Shear@ Right •••• Area Req'd Brg Req'd@ Left Brg Req'd@ Right Camber @ Left @ Center @ Right = 49·.4 ft-k = 212.0 in"3 = ft-k = in"3 = o.o ft-k = o.o in"3 = 6.9 kips = 33.7 in"2 = 6.7 kips = 32.4 in"'2 = = = = = 4.23 in 4.09 in in -2.40 in in ALLOWABLE STRESSES Center Span = Left Support= Right Support= Fb Fv 2.80 2.80 2.80 ksi 0.21 ksi 0.21 ksi ---------QUERY VALUES--------- Left Center Right Dist.= Shear= Moment= Defl = .•.••• Live Load @ LEFT CANT. @ CENTER SPAN @ RIGHT CANT. 5.09 Location ? y ? . y ? y ft k ft-k in y/n y/n y/n ·sKT STRUCTURAL ENGINEERING 23141 'VERDUGO, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF Scope. :NEW MECHANICAL UNITS Number:T91046 Misc :EXISTING PURLINS . Dsngr :RGN Date:08-Oct-91 ---------~--------------------------------------------------------~-----GENERAL TIMBER BEAM ANALYSIS & DESIGN Page .. R-4 --------~-----~-------------------~--~----------------------------------DESCRIPTION >> PURLINS BETWEEN GRIDS 6 & 7 >> . _______ . __ _;_ BEAM DATA ------------- BEAM.WIDTH = 2.5 in BEAM· DEPTH = 27 in LAMINATION THICKNESS = 1.5 in Fb -BENDING = 2400 psi Fv -SHEAR = 165 psi Fe -BEARING = 385 psi ELASTIC MODULUS =1800000 psi BEAM DENSITY = 33 pcf -------~--SPAN DATA -------------CENTER SPAN = 47.5 ft LEFT CANTILEVER --ft RIGHT CANTILEVER = ft ----------,DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? Y REDUCE SHR BY 'd' ? 1.25 y/n · .. Y y/n ---------END CONDITIONS-------- FIXITY CODE ----->> l << l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix --------UNBRACED LENGTHS------- Lu: CENTER SPAN -ft Lu: LEFT CANT. = ft Lu : RIGHT CANT. = ft ------------------------------APPLIED LOADS------~--------------------........ Use'-' distances for left cantilever! ...... Uniform-....... . @ center: Dead = 103 plf Live = 128 plf @ Left Cant; Dead = plf Live = plf @ Right Cant: Dead = plf Live = plf Dead@ Left= @ Right= Live@ Left= @ Right= ... X-Left = ... X-Right = Trapezoidal plf plf plf plf ft ft . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . Concentrated ........................... . •• #1 .••• 12 ..•• #3.; •• #4 .••• #5 •..• #6 ...• #7 ..•. #8 •. Dead = 220 165 lbs Live = lbs Dist. = 1.5 22 26 44 ft. . . . . . . . . . . . . . . . . . . . . . . . . . . . Applied Moments ......................... . .. fi .... #2 •.•. #3 .••• #4 ••.• #5 .... #6 .•.. #7 ..•• #8 .• Deqd Live Dist = = = . . ----------------------------. . SUMMARY in-# in-# ft -------------------.-----------USING: 2.500" X 27.00" Beam, Bending = 100.8%, Shear = 58.74% Dead Max. Max. M+@ 23.7 ft = 69.9656 ft-k Left Reaction= 3.04 6.08 k Max. M-@ ft = ft-k Rt Reaction= 2.97 6.01 k Max @ Left = "ft-k Center Defl. = -1.87 -3.85 in Max @ Right = ft-k •••• Distance = 23.75 23.75 ft Max. Allow Moment = 69.3944 ft-k Left Defl. = ft Right Defl. = ft fb . Max. Actual = 2,764 psi . Fb . Allowable = 2,742 psi Ck = .81l(E/Fb)"'.5= 22.21 . fv . Max. Actual = 121.1 psi Cs = (LeD/B"'2) "'. 5 = . SKT STRUCTURAL ENGINEERING 2~141 .VERDUGO, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF Scope :NEW MECHANICAL UNITS Number:T91046 Misc :EXISTING PURLINS .. Dsngr :RGN Da-te:,08-.Oct-91 -~--------------------~-------------------------------------------------GENERAL TIMBER BEAM ANALYSIS & DESIGN · . Page· -F-,-6 -------------------------------------------------------------------------. . Fv: Allowable = 206.3 psi Max. Shear@ Left = 6.07884 k Max. Shear @ Right = 6. 01.342 k Cf= {12/d)A.111 Sxx -Supplied Area Supplied = 0.91 = , . 303.8 in""3 = 67.50 inA2 ----------------------------------------------------------------------·· ------REQUIRED Max. Center Mom •.•. sxx Reg'd Sxx & Area------ Max. Left Mom •... sxx Reg'd Max. Right Mom •.•• Sxx Reg'd Design Shear@ Left •.•• Area Reg' d Design Shear@ Right ...• Area Reg' d Brg Req'd@ Left Brg Reg'd@ Right Camber @ Left @ Center @ Right = 70.0 ft-k = 306.3 inA3 = ft-k = inA3 = o.o ft-k = o.o inA3 = 7. 9 kips = 38.5 inA2 = 8.2 kips = 39.6 inA2 = == = = = 5.05 in 5.00 in in -2.80 in in ALLOWABLE STRESSES Center Span = Left Support= Right support= Fb .Fv 2.74 2.74 2.74 ksi 0.2·1 ksi 0.21 ksi ----------QUERY VALUES--------- Left Center Right Dist. = Shear= Moment= Defl = •••..• Live Load @ LEFT CANT. @ CENTER SPAN @ RIGHT CANT. 6.08 Location ? y ? y ? y ft k ft-k in y/n y/n y/n . SKT STRUCTURAL ENGINEERING 23141 .VERDUGO, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF : Scope :NEW MECHANICAL UNITS Number:T91046 Misc :EXISTING BEAMS Dsngr :RGN Date: 08-0ct-9.1. ----------------------~-------------------------------------------------GENERAL TIMBER BEAM ANALYSIS & DESIGN Page R .. ~ . . ------------------------------------------------------------------------DESCRIPTION >> GRID D >>" ----------BEAM DATA------------- BEAM WIDTH = ,5.125 in BEAM DEPTH = 22 .5 in LAMINATION THICKNESS = 1.5 in Fb -BENDING .-2400 psi Fv -SHEAR = 165 psi Fe -BEARING = 385 psi ELASTIC MODULUS =1800000 psi BEAM DENSITY = 33 pcf ----------SPAN DATA CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER = 47.5 ft = ft = ft ----------.DESIGN DATA LOAD DURATION FACTOR= USE BEAM WEIGHT ? Y REDUCE SHR BY 'd' ? 1.25 y/n. Y y/n. ---------END CONDITIONS-------- FIXITY CODE ----->> 1 << l=Pin/Pin, 2=Fix/Fix 3=Fix/Pin, 4=Pin/Fix --------UNBRACED Lu: CENTER SPAN Lu: LEFT CANT. Lu: RIGHT CANT. LENGTHS = = = ft ft ft ------------------------------APPLIED LOADS---------------------------..•.•..• Use'-' distances for left cantilever! ...... Unifo-rm ....... . @ Center: . . . . . . . . . . . . . . . . . . Trapezoidal . . . . . . . . . . . . . . . . . Dead = 10·3 plf Live = 128 plf Dead @ Left = plf @ Left Cant: @ Right= plf Dead = plf Live @ Left= plf Live = plf @ Right= plf @ Right Cant: ••. X-Left = ft Dead = plf ••• X-Right = ft Live = plf ......... -~. . . . . . . . . . . . . . . . . . . Concentrated ........................... . •• #1 .••• #2 •••• #3 •••. #4 .••• #5 .•.• #6 ..•• #7 .••• #8 .• Dead == 220 3·25 325 165 lbs Live --lbs Dist. = 1. 5 2 2 2 6 4 3 . 5 ft . . . . . . . . . . . . . . . . . . . . . . . . . . . Applied Moments ......................... . •• #1 .• · •• #2 •••• #3 ..•• #4 .... #5 ..•• #6 ..•. #7 ..•. #8 •• Dead Live Dist = = = in-# in-# ft ----------------------------SUMMARY -------------------------------USING: 5 .125" x 22. 5011 Beam, Be.nding = 79. 5%, Shear = 38. 54% Max. M+@ 23.7 ft Max. M-@ ft Max@ Left = 80.1658 ft-k ft-k ft-k ft-k ft-k = = Max@ Right = Max. Allow Moment = 100.812 fb: Max. Actual = Fb: Allowable = fv: Max. Actual. = 2,225 psi 2,798 psi 79.5 psi Left Reaction= Rt Reaction= Center Defl. = .... ,Distance = Left Defl. = Right Defl. = Dead Max. 3.62 6.66 k 3.56 6.60 k -2.00 -3.68 in 23.75 23.75 ft ft ft Ck'= .8ll(E/Fb)A.5= Cs= (LeD/BA2)A.5 = 22.21 SKT STRUCTURAL ENGINEERING i31.41 "VERDUGO, SUITE 2 00 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF Scope :NEW MECHANICAL UNITS Number:T91046 Misc :EXISTING BEAMS Dsngr :RGN Date:08-Oct-91 -------~--------------------------------------~-------------------------GENERAL TIMBER BEAM ANALYSIS & DESIGN Page· f?-.7. ------------------------------------------------------------------------Fv: Allowable = 206.3 psi Max. Shear@ Left = 6.66238 k Max. Shear@ Right= 6.60033 k Cf= (12/d)".lil Sxx -Supplied Area Supplied = 0.93 = · 432.4 in"3 = 115. 31 ii:i" 2 ------------~---------------------------------------------------------~- ------REQUIRED Max. Center Mom •••• Sxx Req'd Sxx & Area------ Max. Left Mom •••• Sxx Req'd Max .. Right Mom ••.• Sxx Req'd Design Shear@ Left •..• Area Req'd Design Shear@ Right ••.. Area Req'd Brg Req'd@ Left Brg Req'd@ Right Camber @ :J:,eft @ Center @ Right = 80. 2 ft-k = 343.9 in"3 = ft-k = in"3 = o.o ft-k = o.o in"3 = 8.9 kips = 43.3 in"2 = 9.2 kips = 44.4 in .... 2 = = = = = 2.70 in 2.68 in in -3.01 in in ALLOWABLE STRESSES------ Center Span = Left Support= Right Support= Fb Fv 2.80 ksi 2.80 0.21 ksi 2.80 0.21 ksi ----------QUERY VALUES--------- Left Center Right · Dist. = Shear= Moment= Defl = •.•.•• Live Load @ LEFT CANT. @ CENTER SPAN @ RIGHT CANT. 6.66 Location ? y ? y ? y ft k ft-k in y/n y/n y/n . --------------------------------- C ~ . ... ,,, · SKT Structural Engineering K l ' 23141 Verdugo Or.• Suite 200 l.eguna Hilla. CA 82Be3 (-- __,;:;CA~Ll.A-=s:;;::' ...... W.r...i.AY~~~o~~-'---f-~t«>. yvf 10¾:, :KI=w.=·· =bd=Ec-=di-+"--..J/-J,. =t-sl l=CA=L==::lE=--=----_-_- --------------------SHT R-e, OF·--- I.' • • I ~-_____ __,..._....._,__ .-,--· ' j ~-C.HE:C{<. -E){tGJJJf{~f§ffi6t~s~=====-----.· --=---==-=-~===: __ -___ -,-----.,--,--,--,--;-........, ' . .. · ·_~ste:._~-: _ ~. : _________ -------,------~--'-~~-~-!--- •. : I l ;. I : ': i' ' ' I . -'.i l: I I' ---~, ' '. :rgi~,.~-~---_ ·----· ____ -_·.::_~~-~~-=---:-~:-=::-.~---,---___J__,..~...;.....:_1,..+:-+-1 l -------~-------------------~--,----------·---·--·-----------.---,.---,-------:--,-~· ,_....:~-=--=-== -=~ =-· _ __:_ -~----~ ~ --=~ ~-=-~---=~ . ..:..=::.::.--.::···.--' -.-.t, 'll--~ t=---· _; _~ :====:::_·--_-.-::.__-_-· --.::..~----· ----_--_-__ ::__~ --Wo~ ;_ L,.,. ~-~=-·--~ : -~-----·---------.-. ~~~=i-~-[}----· __ · :~~----_________ ---·-··· -___ W1;1..~ 1-2_._?' ._ ,-. · __ .. __ : _______ ~ -~t--=-= .. -----: __ _ -----------------------( -- 45' ~---·- ~I ,4e)l SJ<T STP,UCTURAL ENGINEERING 23141 ~RDUGO, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF Scope :NEW MECHANICAL Number:T91046 Misc :EXISTING BEAMS Dsngr :RGN oate:os-oct-9~ · .. SERIES OF CANTILEVERED BEAMS . . . Page· ·R,-9 ----------------------------------~------------------------~-------------. DESCRIPTION >> EXISTING BEAM LINE 3 >> Lamination Thickness = Live Load Skip Loaded? 1.5 in Cants. Braced? y/n: Y Y. y/n Load Duration Factor= 1.25 >>> Span Type •••••• 1 RCANT SIMP DOUBLE SIMP DOUBLE SIMP DOUBLE SIMP DOUBLE SIMP ' . LCANT ------------------------1--------------------------------------------------------------------------------------------------- COLUMN BAY SPACING ft I 48 48 48 48 48 48 32 . •••.• Actual Span 11 1 40.00 25.50 28.00 20.50 LEFT CANTILEVER II I 8.00 12.00 10.00 RIGHT 11 '11 I 10.50 10.00 11.50 BEAM WIDTH inl· 5·.125 5.125 5.125 5.125 5.125 5.125 5.125 BEAM DEPTH 111 31.50 33.00 19.50 37.50 24.00 37.50 18.00 =======================1========1========1========1·=======1========1========1========1========1========1========1========1 Moments ••• Left ft-kl -167.0 -195.8 -214.3 · Center II I 174.0 162.5 70.7 215.9 110.5 218.7 59.3 Right II I -164.4 -214.3 -207.6 =======================1========1========1========1========1===.====1========1========1========1========1========1========1 F'b -Allow. psi I 2,695 2,681 2,842 2,643 2,778 2,643 2,868 fb -Actual 11 I 2,464 _ 2, 155 2,613 2, 157 2,696 2, 185 2,569 F'v -Allow. 11 I 206.3' 206.3 206.3 206.3 206.3 206.3 206.3 fv -Actual Max.·shear 11 I 139.0 . 194. 7 146.5 201.8 165.6 205.6 161. 7 lbsl 14,964 21,947 9,761 25,852 13,581 26,346 Max. Left Reaction II I 17,400 46,901 11,093 50,308 15,792 57,262 Max. Right 11 11 I 17,400. 42,685 11,093 56,443 15,792 54,182 Cntr Defl. DL inl -1.11 · -0.41 -0.77 -0.43 -0.78 -0.46 Max. ''I -2.09 -2.18 -1.45 -1.99 -1.47 -2.01 Left Cant: DL 111 -•---0.11 -0.10 -0.08 Max. 11 1 -1.14 -1.43 -1.23 Right Cant: DL 11 1 -0.17 -0.11 -0.10 Max. 11 I -1.56 -1.23 -1.42 9,943 11,562 11,562 -0.53 -1.00 ------DESIGN DATA------1--------1--------1--------1----·---1--------·I--------I-------l--------1--------1--------1--------I UNBRACED LENGTH ft I 8 8 8 8 8 8 8 Fb psi I 2400 2400 2400 2400 2400. 2400 2400 Fv psi I 165 165 165 165 165 · 165 165 ELASTIC MODULUS *10"61 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 -----APPLIED LOADS-----f--------1--------1--------1--------1----·---1--------1--------1--------1--------1--------1--------I UNIFORM •••. DL plfl 462 462 . 462 600 600 . 600 600 LL II I· 408 408 408 528, 528 528 528 DISTRIBUTED: DL II I LL II I X-Left ftl X-Right "I POINT: DL lbsl 325 LL II I X-Dist. ftl DL lbsl 325 LL II I X-Dist. ftl 8 S!{T ST~UCTURAL ENGINEERING 23141 ~RDUGO, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF· Scope :NEW MECHANICAL Number:T91046 Misc :-EXISTING BEAMS Dsngr :RGN Date:·oa-oct-9:L . . . -------------------------------------------------------------------------SERIES OF CANTILEVERED BEAMS . -Page· ·t=<-: ( Q --------~~---------------------------------------------------------~-~---. DL lbsj LL II I x-i>ist. ft! DL lbsl LL II I X·Dist. ftl 480 16 450 44 ========================================·==. =========·====================================·=============================== SJ<T ST~UCTURAL ENGINEERING 23141 ~RDUGQ, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY GOLF Scope :NEW MECHANICAL Number:T91046 Misc :EXISTING BEAMS Dsngr :RGN Date:08-Oct-91 ------------~--------------------------~---------------------------------SERIES OF CANTILEVERED BEAMS Page R-lt . --------------------------~-----------------------------------------------~ DESCRIPTION >> EXISTING BEAM LINE 4 >> -----------------------------------------------------------------------------------------~---------------------- Lamination Thickness = Live Load Skip Loaded? 1.5 in Cants. Braced? y/n: Y Y y/n Load Duration Factor= 1.25 >>> Span Type •••••• , RCANT SIMP _ DOUBLE SIMP DOUBLE SIMP DOUBLE SIMP DOUBLE SIMP · LCANT -----------------------1----------·-------------------------------------------------·--------------------------------------COLUMN BAY SPACING ft I 48 48 48 48 48 32 . •••• Actual Span "I 23.00 27.25 20.00 LEFT CANTILEVER "I 12.50 10.25 RIGHT 11 11 1 12.50 10.50 12.00 · BEAM WIDTH inl 5.125 5.125 5.125 5.125 5.125 5.125 BEAM DEPTH "I 31.50 18.00 34.50 22.50 34.50 16.50 ========-==============1========1========1========1========1========1========1========1========1========1===== ==1========1 Moments ••• Left ft-kl -170.4 -196.8 Center II I 178.2 50.8 195.8 95.0 196.5 51.2 Right II I -170.4 -202.9 -196.6 ========-==-===========1========.1========1========1========1========1========1===== -==1========1========1========1========1 F'b -Allow. fb -Actual psil 2,695 2,868 2,668 2,798 2,668 2,896. 11 I 2;523 2,202 2,395 2,638 2,323 2,642 F'v -Allow. fv -Actual 11 I 206.3 206.3 206.3 206.3 206.3 206 •. 3 11 I 169.1 123.5 203.3 156.1 205.1 Max. Shear lbsl 18,196 7,596 23,969 11,999 24,179 Max. Left Reaction II I 16,546 8,832 44,312 13,952 51,901 Max. Right 11 11 I 40,414 8,832 51,622 13,952 49,649 Cntr Defl. DL inl -1.11 -0.57 -0.50 -0.77 -0.50 Max. 111 -2.89 -1.08 -2.31 -1.45 -2.31 Left Cant: DL 111 -0.11 -0.13 M~x. 11 1 -1.71 -1.53 Right Cant: DL 11 1 0.09 -0.16 -0.18 Max. 11 I -1.34 -1 .59 -1.86 156.2 8,806 10,240 10,240 -0.57 -1.07 ------DESIGN DATA------1-------l--------1--------1--------1--------1--------1--------1--------1--------1--------1--------I UNBRACED LENGTH ft I 8 . 8 8 8 8 8 fb psil 2400 2400 2400 2400 2400 2400 Fv psi I 165 165 165 165 165 165 ELASTIC MODULUS. *10"61 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1.8 1 ;8 1.8 ··1 .8 -----APPLIED LOADS-----I--------I--------I·-------1--------1--------!--------1-------1--. -----1-----.--1--------1--------1 UNIFORM •••• ·DL plfl ~08 408 _544 544 544 544 : u 11 1 ~ 3~ ~ ~ * ~ DISTRIBUTED: DL II I LL II I X·Left ftl X·Right ·111. POINT: DL lbsl 325 325 LL II I X-Dist. ftl DL lbsl 325 325 LL II I X·Dist. ftl 8 8 • .. ,. SJ.{T S~UCTURAL ENGINEERING 23141 VERDUGO, SUITE 200 LAGUNA HILLS, CA 92653 Title :CALLAWAY' GOLF Scope :NEW MECHANICAL Number:T91046 Misc :EXISTING BEAMS Dsngr :RGN Date:oa-oct-91 ------------~~-----------------------------------------------------------SERIES OF CANTILEVERED BEAMS , , Page f<,-\12. -------------------------------------------------------------------------DL Lbs I 480 480 LL II I X·Dist. ftl 16 16 DL Lbs I 450 450 LL II I X·Dist. ftl 44 44 ========================================-================-=============·==.=======·==================== -================== ( .( , .... ,. ••-SKT Structural Enginaaring ·SK 2:3141 Verdugo CJr.• Suice 200 Legune Hilla, CA 92615:3 __ ,, ----·-·---··---- ' . ~ ' -t-~ 1 •------- ·-'--,---'---------·--------·---- ( _CALLA~~W~!X...;::..i.Y-~~u=:::;.:,...__Ja,~. 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T9 I 04:<o · · 'f * .,,. :lKT Structural Engineering s K 1-e::i141 Verdugo Dr-.• Suite 200 Laguna Hllla-CA926!5S ---"."'""-· .,---.-:---,----BY----,.--=~=·~=~=~=~ ==:-M .. 3-0F_·-.·· -------·---·--·--------·· ==.:. .. .::ie· ·i· . __ , COL-,-;~. ~-L~~=---·--=---=-: __ ~ ...... --··. -...... _-· --·-·_· ___ --· ~_t_ __ ..:._N 'iN. L..-1-'LJN-----·. --· -·-----------------~ -------------··· :~--=p~ '?, 2.f-/G;J12.+ (J<p/z)(4G,5/~@'1fSQ)ftroo +3.5'~ 3~.,i~ ~ .. ·~~.~ -_-. H ~ I 2-'s f f<.O M ·-A,! SC-'TA~-a . . . . . . . . . . . . . ('j'"L ·4 -4 :; 1 .. IJ ., . .. . . ;· . I-;;;,;; X X (o . ~--·· PAD FoDTIN~ . f-=~Z.21' · _--· A,,p_ ~ ~2, 2 /1, o.:: ~ 2, 2. . _ 9s i 321 t /3(;:;,: , 69 ~sf -. q1._.:: a ,4) r. B9'):c 1 ,2.LS k.~r · : ·H-~ .:. (I, zsX; )~/2 ~ 5. <P~ -: .. --f:. ,IV ...b -.-. ::_ :_ ·~ .,. 0b f,., .002.? . . : :_ ;),.~ "(DOVJ)(IZ)~ e O, ?-1-it< /ff ... 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Spacing = 18.00 in Max. Horiz.Spacing = 18.00 in ---------LATERAL LOADS ----------WIND LOAD = 20 psf POINT LATERAL LOAD = 59 # . ... HEIGHT FROM BASE = 1.5 ft ••• 1:Seismic,2:Wind ? 1 w/s UNIFORM LATERAL LOAD= 20 plf .•• HT TO TOP OF LOAD= 14 ft ••. HT TO BOTTOM 11 " = 8 ft ... i:Seismic,2:Wind ? 1 w/s ----------DESIGN DATA---------- f1c: CONCRETE = 3,000 psi Fy : REINF. = 60,000 psi PHI : 0.90 SEISMIC ZONE = 4 WALL : ZICp = ,0.3 · PARAPET: ZICp = 0.3 COMBINE LL & ST ? N . y/n INCLUDE PARAPET ? Y y/n MIN VERT STEEL = 0.0020 % MIN HORIZ STEEL = 0.0012 % % FIXITY@ BASE --->. % .(Always internally set to 0% when UBC method is used!!) --------VERTICAL LOADS---------- ROOF/FLOOR LOADS: • •••. DEAD LOAD .•••• LIVE LOAD ••.•• LOAD ECC. ADDL. DEAD LOAD 11 LIVE LOAD = = = = = 240 480 7.4 plf plf in plf plf -----------------------CHOICE OF DESIGN METHOD ---------------------1988· UBC 2614 (i) "Slender Wall" Enter --> 1 --------- ACI Method #1: Eq. 9-7 and iterate deflections--> 2 >> 1 << 11 11 #2: Eq. 9-7 w/ deflection·@ Mn --> 3 --------- Empirical Method #1: Use Icr and iterate --> 4 11 " #2: Use Icr and defl. @ Mn --> 5 ---------DESIGN SUMMARY---~----~--------Seismic---------Wind---- Moment Capacity: Mn * Phi = 80,683 in-# 79,631 in# Applied Moments: Mu @ Mid-Height = 14,243 in-# 6,904 II Mu @ Top of Wall = 7,265 4,963 II Actual Axial Stress = 14 psi 14 psi Allow. Axial Stress= 0.04 f'c = 120 II 120 II Max. As %: 0.6 * RhoBal = 0.012 . vs . 0.0111 ~ 0.0111 % . 0 Maximum Service Deflection = 0.021 in :o. 011 in Height/Service Deflection Ratio = 8,152 15,120 -------------------------------------~--------------------------------------FACTO~ED LOAD ANALYSIS ------Seismic -----Wind Basic Deflection w/o P-Delta = 0.03 in 0.01 in Basic Moment w/o P--Delta = 14,211 in-# 6,893 in-# Excess over Cracking Moment = in-# in-# Maximum Deflection w/Factored Loads = 0.03 in 0.01 in Mu . Maximum Moment @ convergence = 14,243 in-# 6,904 in-# . •.•• Governing ACI Equation . 9-2 9-2 . ------SERVICE LOAD ANALYSIS ------Seismic -----Wind ~KT STRUCTURAL ENGINEERING 23141 ''VERDUGO, SUITE 200 LAGUNA'HILLS, CA 92653 Title :CALLAWAY GOLF Scope :NEW PANEL OPENINGS Number:T91046 Misc : Dsngr :RGN Date:11-Oct-9°1 -------------------------------~----------------------------------------TILT-UP CONC~TE WALL PANEL STRIP DESIGN Page.p-3 ------------------------------------------------------------------------. Basic Deflection w/o P-Delta = 0.02 in 0.01· in Basic Moment w/o P-Delta = 10,151 in-# 5,557 .in-J Excess over Cracking Moment = in-# ·in-# Maximum Deflection w/Service Loads = 0.02 in 0.01 in Maximum Moment @ Convergence = 10,167 in-# 5 ,_565 in~#- . . ------------------~--------LOAD SUMMARY------------------------------- All factored load analy~is is carried out twice.for each ACI Equation: Eq. 9-2: l.05D+l.275L+l.275W Eq. 9-3_: 0.9D + 1.3W l.05D+l.275L+l.403E 0.9D + 1.43E . . Wall Weight. = 93.6 psf Wl:Wall Wt * ZICp = 28.1 psf W2:Parapet Wt * ZICp = 28.1 Vertical Loads: Seismic Wind P-Axial = 240 plf Pu-Axial = 336 252 plf P-Wall = 1,077 ,, Pu-Wall = 1,508 1,131 " --------------------- Total Service = 1,317 plf Total Fact. = 1,844 1,383 plf ---------------------------ANALYSIS VALUES---------------------------- E :57,000*(f'cA.5)= 3.1E+06 psi S-gross = 120.1 inA3 n: 29,000/Ec = 9.29 Mer= s * Fr = 32,898 in-# Fr: 5 * (f'cA.5) = 273.9 psi Rho balanced = 0.02138 Seismic ,;_ __ Wind As(eff) = [ Pu:tot + (As*Fy) ] I Fy = 0.496 inA2/ft 0.488 inA2 'a' = (As*Fy + Pu) /(.85*f'c*12) = 0.972 in 0.957 in 'c'= 'a' I .85 1.144 .. 1.126 in = in I-gross = 465.5 inA4 465.5 inA4 I-cracked = 31.6 " 31.3 " I-effective (ACI) = " " Phi . Capacity Reduction Factor = 0.9 0.9 . Mn= As(eff) * Fy * ( d -a/2 ) = 89,647 in-# 88,479 in-# .,... • ~i,-7 (~ 23141 Verdugo Or.• Suite 200 Laguna HIiia, CA 926!5:3 (-' CAL-LAWA+ ~Dkf .QINO. :r1 I 0%, BY ·. B~ -,N_e_w_· ~=--N_i=_L____,O_PF_rs_1rJ.,........_ ~-_DATE · - ---------SHT P·A-OF-- • J -------. - ' . . ' ( ( \ 23141 Verdugo Or.• Suite 200 Laguna Hilla, CA 928!53 (. ' __;:C;;;..:...At.U.:......;;;;· ~W.~~....;...:&.¥.;._· ~=-=-o=L...F __ JOBNO 19 I 04:C-, ----BY $,N ... ~lew ~EL Q=srJ1t--1~ DATE io /1 t /'-fr ----,e----------~~5 ~-- ,_ ____________ -----------~·---"--'-f-~--'--,--'----· 11_ ~--__.___,.-1---t-----.--<-+I +i +I~· .;-I _. -----~----------· ··--____________ . _·, _ ~-'--------------,-~i-· ---+-;·-+-1 +-'~'.,__I_, ' j j i ~ .. ...... . ----·---------. ---•-. . ... -··---------------------.. -·· SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160 619-280-4321, FAX 619-280-4717 February 11, 1992 Callaway Golf 2345 Camino Vida Roble Carlsbad, Califomia 92009 Attention: Carol Kerley SCS&T 9112295 Report Number 8 S1,1bject: -Foundation PlanReview, MechanioaJ~Equipment Enclosure Nos. 1 and 2, 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California Reference: 1) Foundation Recommendations, Mechanical Equipment Enclosure Nos. 1 and 2, 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California, Prepared by Southern California Soil and Testing, Inc., Job No. 9112295, Report No. 5, December 10, 1991 2) Footing Excavation Observation, Mechanical Equipment Enclosure Nos. 1 and 2, 2285 Rutherford Road, Carlsbad, California, Prepared by Southern California Soil and Testing; Inc., Job No. 9112295, Report No. 7, February 3, 1992 Gentlemen: In accordance with the request of Mr. Larry Kloha of Smith Consulting Architects, this letter has been prepared to confirm that we have reviewed the foundation plans for the subject project. The foundation plans were prepared by Smith Gonsulting Architects and dated November 11, 1991. The foundation plans were found to be in accordance with the recommendations contained in the above reference Number 1 report, and were confirmed during the foundation excavation observations in the reference Number 2 report. If you should have any questions after reviewing this letter, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. William R. Stevens, R.C.E. #43010 WRS:wrs xc: (2) Submitted ( 1) Bilbro and Giffen ( 1 ) Snyder Langston Builders (1) Smith Consulting Arch. (1) SCS& T Escondido Office ~,SOUTHERN CALIFORNIA 'W SOIL& TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160 619-280-4321, FAX 619-280-4717 March 11, 1992 Callaway Golf 2345 Camino Vida Roble Carlsbad, California 92009 SCS&T 9112295 Report No. 10 SUBJECT: Sidewalk · Slab Recomnendat_ions, Callawe1y Golf Facility, 2285 Rutherford Road, Carlsbad, California. Gentlemen: In accordance with the request of Snyder-Langston Builders, this report has been prepared to present our recomnendations for the construction of exterior sidewalks at the subject site. It is our understanding that new sidewalks are to be constructed adjacent to the entrance located at the northeast corner of the building and at the mechanical equipnent enclosure at the southwest corner of the structure. The sidewalks are to ·be constructed over the native expansive siltstone soils. We recomnend that the sidewalks be underlain by a base course consisting of at least six inches o.f clean decomposed granite. Too subgrade soils should be maintained at above optimum moisture content prior to placing the base course. The base material should have a sand equivalent value of 30 or greater, arrl should be compacted to at least 90 percent of the maximum dry density. our firm should be contacted to perform in-place density tests in the compacted base course prior to placing concrete.· The sidewalk slabs should have a thickness of at least five inches and should be reinforced at their center by 6' x 6', W2.8- W2.8 welded wire fabric. Weakened plane joints should be provided in the slabs at intervals no greater than seven linear feet. Tooled joints should penetrate at least 11/4" below the surface of the slabs. t SCS&T n12295 March 11, 1992 Page 2 If you have any questions, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully sul:mitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC. supervisor William R. Stevens, R.C.E. #43010 WRS/DH/rr cc: (4) Sul:mitted (1) SCS&T, Escondido SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 P.O. Box 600627, San Diego, CA 92160 619-280-4321, FAX 619-280-4717 January 21, 1992 Callaway Golf 2345 Camino Vida Roble Carlsbad, California 92009 Attention: Carol Kerley SCS&T 9112295 Report Number 6 Subject: Foundation Plan Review, Mezzanine No.2 Improvements, 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California Reference: Foundation Recommendations, Mezzanine No. 2 Improvements, 2285 Rutherford Road, Carlsbad Research Center, Carlsbad, California, Prepared by Southern California Soil and Testing, Inc., Job No. 9112295, Report No. 4, December 6, 1991 Gentlemen: In accordance with the request of Mr. Mark Langan of Smith Consulting Architects, this letter has been prepared to confirm that we have reviewed the foundation plans for the subject project. The foundation plans were prepared by SKT Structural Engineering and dated January 16, 1992. The foundation plans, Sheet S-2, were found to be in accordance with the recommendations contained in the above referenced report. However, it should be noted that all footings should be fQunded a minimum of 30 inches below the top of the slab or the nearest adjacent finish grade, whichever is deeper. If you should have any questions after reviewing this letter, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL AND TESTING, INC. William R. Stevens, R.C.E. #43010 WRS:wrs xc: (2) Submitted ( 1 ) Bilbro and Giffen ( 1 ) Snyder Langston Builders (1) Smith Consulting Arch. (1) SCS&T Escondido Office .• -, -a- 0- I -- }r- Q.. f w X 1D . ( COMMERCIAL/INDUSTRIAL APPLICATION FORM FOR INDUSTRIAL WASTE DISCHAR~E PERHIT CITY Of CARLSBAD APPLiCATiciN: NEW __ ~---- (CHECK ONE) REVISED ---- BY: . C, .. L_~ Signature of City R~presentative APPLICATlON FOR INDUSTRIAL .WASTE DISCHAR E PERMIT A. GENERAL: SITE ADORESS: 2285 Rutherford Road APPL I CANT: SM'ITH CONSUL TING ·ARCHITECTS TYPE Of BUSINESS: Office Tenant Improvement APPLICANT'S ftDORESS: 9868 Scranton Road, Suite 150, San Diego, CA 92121 B. WASTES AAD PROCESSING: ~I Domestic Waste Only (Check where applicable) r:1 Industrial· Waste 1-1 Industrial. Waste NOT Discharged to Sewer -Discharged to Sewer GENERAL DESCRIPTION OF WASTE (Chemical and Physical Characteristics of p-roposed ·waste): ____________________________ ~ GENERAL DESCRIPTION OF PROCESS (If Applicable): ------------ C. WASTES TO i3E DISCHARGED TO SEWER: WASTE: · ( Check One_) TREATED: UNTREATED--: )2:.---- ' QUANTITY:. AVERAGE _____ GPO (Daily) HAX !MUM _____ GPO (Gallons Per. Day) APPLICANT Mark Langan (Print) 01/06/92 16:04 Page 1 of 1 .... B U I L D I N G Job Address: 2285 RUTHERFORD RD Permit Type: PLAN CHECK REVISION Parcel No: Valuation: 0 Construction Type: VN P E R M I T Str: PCR No: PCR91094 Project No: A9101767 Development No: Fl: 5822 01/0'61792 0001 01 02 C-PRMT 104n00 Occupancy Group~ B2 Class Code: CB911390 ISSUED 12/20/91 01/06/92 SBB Description: ROOF SCREENS/GLAZING SUP- : PORTS,MINOR OFFICE REV .00 CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 .,---,---------------~----..·ca--..-- .. ;,. , PERMIT APPi.ICATION A -U Cornmerc1al LI New Bwlclmg B -)3:;industrial D New Building )rrenant Improvement . C -D Residential D Apartment D Condo D Single Family Dwelling D Addition/ Alteration D Duplex D Demolition D Relocation D Mobile Home D Electrical D Plumbing D Mechanical D Pool D Spa D Retaining Wall O Solar D Other ____ _ CJ 2 Energy Cales ~ Stru~tural Cales D 2, Soils Report CJ 1 Addressed Envelope INSURANCE COMPANY ZIP CODE ADDRESS sTATE cA zIP coDE POLICY NO. PIANCHECKNO. 9/-/39() FST. VAL __________ _ PLAN CK DEPOSIT _______ _ VAID>. BY __________ _ DATE ______________ _ FOR OFFICE USE ONLY EXPIRATION. DATE Ceruhcate of Exempuon: I cerufy that m the performance of the work for which this permit 1s issued, 1 shall not employ any person m any manner so as to become subject to the Workers' Compensation Laws of California. SIGNATURE DATE 8. oWNEll--BUllDER DF.CIJJtA'noN · owner-Builder beclarauon: I hereby affirm that I am exempt from the Contracto?s License Law for the followmg reason: · D 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.). D 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). D I am ex~mpt under Section _______ Business and Professions Code for this reason: (Sec. 7031.5 Business 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 that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing 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 applical)t for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). SIGNATURE DATE COMPLETEtHis SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:· Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention progra~under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? YES ONO Is the applicant or uture building occupant required to obtain a permit from the air pollution control district or air quality management district? ~YES CJ NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES tsr'°NO IF ANY OF TIIE ANSWERS ARE YES, A FINAL CERTIFICATE OF CXDJPANCY MAYNOI' BE ISSUED AFrnR JULY 1, 1989 UNLESS TIIE APPLICANT HAS MET OR IS MEETING TIIE RF.QUJREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND TIIE Aill POll.UTION OONTROL DISTRICT. 9. wNS'IRUCIIDN illNDmG AGENCY I hereby afhrm that there 1s a construcuon lendmg agency tor the performance of the workfor which this permit 1s issued (Sec 3097(!) C1VII Code). LENDER'S NAME LENDER'S ADDRESS 10. .APPllcANT cfill'11FICATION I certify that I have read .. the apphcauon and state that the above mtormauon 1s correct. I agree to comply with all City ordmances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to ~nter upon the above mentioned property for inspection purposes. I AISO AGREE TO SAVE INDEMNIFY AND KEEP HARMIBS.5 TIIE Cl1Y OF CARISBAD AGAINST AIL UABIIIT.IE.5, JUDGMENTS, CDSTS AND EXPENSF.S WlllCH MAY IN ANY WAY ACDUJE AGAINST SAID Cl1Y IN CONSF.QUENCE OF TIIE GRANTING OF TIIlS 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 ilding Official under the provisions of this Code shall expire by limitation and become null and void if the y such rmit is not commenced within 365 days from the date of such permit or if the building or work authorized by ned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code). DATE: lt· M. q, I YEILOW: Applicant PINK: Finance }/!!;~:'.· ~ -" .,,, DATE: BSGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (6i9) 560-1468 JURISDICTION: Opr.; J . OFILE COPY PLAN CHECK NO: 11-, t-Y;o fl.Ev SET: I. QUPS 1;DESIGNER __ .. PROJECT ADDRESS: ___ ~_~_6S.;;...;....._~~-v~Df:e'-"-'-'~g~·~~-,«~-~D--_...;.C7:D.-::'---- PR0JECT NAME: D D 0 D D T~e plans transmitted herewith have been corre~ted where necessary and substantially comply with the .jurisdiction's building codes. \ The plans transmitted herewith will substantially comply with the jurisdiction's b~ilding codes when minor deficien- cies identified 6£,o~ are resolved and checked by building department staff. The plans tr~nsmitted herewit~ have significant deficiencies identified on the .enclosed check list and should be corrected and resubmitted for a complete recheck. The check list tr.ansmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: ~ Esgil staff did not advise· the applicant contact person that plan check has been completed. O Esgil staff did advise applicant that the plan been completed. Person contacted: ----------~-tr.,-,,, Date contacte.d: Telephone # ------------------~ REMARKS : ___,,~/ <:--.... >:....:...::I t;~N-=---__,_~,__--==&==-J.-~:.,.._..:..;( {:.,.._...,--<f<...;;.>c;..><..:..::.L..,i,"'------"''-L.L...:"'-""-!--L--"-"':;__-Trre- s BY : ? £ TE.. 15 s lftf,&. ESGIL CORPORATION 0GA DeM --~ . ,Date\ f /z./1z . Prepared by,. PF Jurisdiction . · c,,4.',e.u.1,,4,0 VALUATION AND PLAN CHECK FEE PLAN CHECK NO, 9/ -IJ1D fZ-£v BUILDING ADDRESS -z.2.as-. fi!-untv:.,=cYe..D ~Q a Bldg, Dept • D Esgil APPLICANT/CONTACT --.---------PHONE NO. _______ _ BUILDING OCCUPANCY NO l-l/A.N6'£. DESIGNER PHONE ------TYPE OF CONSTRUCTION · ,-.10 C.f./.M/GL CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE -MULTIPLIER ·(Gr£-·V ,~ /63 7s IO"!) 7 s- .. - ... Air Conditionint! .. ·commerc1al. . .. @ ~ Residential (a : .. Res. or Comm. .. . Fire Si,rink.lers @ Total Value _ B\Jilding Permit Fee.$ _________ .,.,,.... _____ ------"'-------- Plan Check ·r ee___.$'-------------.:.__---------____:,;.$_-..L../=D-=3-7_5'"" __ _ COM HEN TS._• ___________________ _,.;...£_.S..;;,6,....tL.;_..,_..;;8.::.3_cio __ _ SHEET I OF I . o,-.._12/87 ..... ~--·~"I ·1, •• • . ... -• .. . ~ . ' ·. ,, ' -.. ; .. , . =:· < ' • r ~ "' ~ J \Q t\J ~ ' GI GI ... ... di <II Q Q tr I .!' ~· ... ~ -.w .w ·U u GI GI .i= .i= u u C C di ~ ... ~ ~ ~ GI ... di Q ~ ..... -.w u GI .i= u C ~ ~ t' PLANNING CHECKLlST Plan Check No. 91-l'3 9Q Address 2 2 8 S-/l,u 7116'/l ~P--D l;:.b. Planner {4 J {yw rlL Phone 438-1161 ext. _l{, ___ 1_2_:r _____ _ (Name) APN: ------------------:----------------- / e-,g Type of Project and Use /N()U-1'111/4<--V· R.t.:JJ1!1vc,.L ~ ~? /-b9(f Zone e. fVI Facilities Management Zone ____ r ___ _ Legend [ZJ Item Complete D Item Incomplete -Needs your action --1, 2, 3 Number in circle indicates plancheck number where deficiency was identified ~ 0 Environmental Review Required~ YES _ NO ~ 'IYPE _ ___.__ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval---------------------------- 12( CJ D Discretionary Action Required: YES _ NO A 'IYPE __ _ APPROVAl/RESO. NO. __ _ DATE: _____ _ PROJECT NO. ___ _ OTHER RELATitD CASES:----------------------- _ Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval _____ · ____________________ _ California Coastal Commission P~t Required: YES __:.._ NO _).{ DATE OF APPROVAL: \ ,.:_ --: San Diego Coast bistrict, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725 (619) 521-8036 - Compliance with conditions of approval? lf not, state conditions which require action. Conditions of Approval--..---------------------- C91J D Landscape Plan Required: YES _ ~o 1,_ ' ' See attached submittal requirements for landscape. plans Site Plan: aroo 1. ~DD 2. C!ID D 3. rifcJ D 4. Zoning:· ~o ,., 1. i~ts Dv>"I d'o o JJ(c 2. era D w/& 3 . . cg1J D µ/G-4. ODD Additional Comments Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right'-of-way width and dimensioned setbacks. ' .:\ . Show on Site Plan: Finish floor elevations, elevations of finish grade -adjacent to building, existing topographical lines, e)(isting and proposed slopes and driveway. Provide le.gal description of property. Provide assessor's parcel number. Setbacks: Front: Required . Shown Int. Side: Required Shown Street Side: Required Shown Rear: Required Shown Lot coverage: Required Shown Height: Required Shown Parking: Spaces Required Shown Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER IJ. rvL-, DATE 12-26-tJI PLNCK.FRM I J L------------. -·---- APPROVALS Required Received Date , ... ,~,-, I I DATES · · I r-rom - Buildmg Planning -LeGt Engineering fire Coastal Health Assoc I ,,;:,p:1c::m1 1----l~~~T.FORIJ ; --.t:J,\'/ASTEAPP, • ----· ~~FEEFORM _--j-. ----:,:CCi'O