The URL can be used to link to this page

Home My WebLink About1969 KELLOGG AVE; ; CB972996; Permit-~ , \ B U I L D I N G PE:RMIT Permit No: CB972996 Pr0ject No~ A970J816 Development N·o :_,, 11/0·7 /97 08: 02 Page 1 bf 1 Job Addre,ss~ 1969 KELLOGG AV . Permi.t. Type: INDUSTRIAL TENANT Parcel No: 2l2-092-12-00- Valµ-ation ;. 50 1 00,0 ·H · Occup~ncy Group: Suite: . , IMPROVEMENT Loi;;#.: 1230 11/~7 /97 0001 01 02· Reference#: Description: INSTALL RACK : G WAREHOUSE SYSTEM IN EXlSTIN "ODYSSEY.GOLF" · . Const.t-uction T~"iffi~T VN . 410n00 Status: IS$UED Applied: 10/10/9-7 Apr/Issu~; 11/07/~7 Entered By: MDP 944-8067 560 • - CITY OF CARJ..$~AP . . 2075 Las PaJmas Dr., Carlsbad, CA 92009 (6i9)' 438-l16l v' 1, 13 :S3 ., PERMIT APPLICATION FOR OFFICJ: USE ONJ);... 7_. Ci)q VJ PLAN CHECK NO._t_{ ___ l · CITY OF CARLSBAD BUILDING DEPARTMENT . 2075 Las Palmas Dr., Carlsbad CA. 92009 .-. (760) 438-1161 5'D 1 oro _ -_ Plan Ck. Deposit · 7-7,~. ~ . EST. VAL. ~:~~~d~\"~It&~+ 02 ~00 ~---~-.~-=-,;-;«'t...._,~~"'r"'r~---.""':','7,~t""",-.-~~"',,.., __ ~,,,,~---,--¥"" ,,,. -~ b1>~;c;tfr'·'R0~m~·-'At·~':'·,·c~tl ~A,i;JD;,., ,:.M:..~~~.;.:f/i:,1:>~~~· G6t-F Address (include Bldg/Suite #) Business Name {at thi!i address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total# of units Assessor's Parcel # Existing Use Proposed Use Description of Work SQ. FT. ·, #of Stori'es. INSTAI-L ~A~S /4_\ AN G'~tS'T?N~ WA-tl--Ft-Jot.Js:E ~'tii:Kr-:;tn,EDS'Ol'if'.(i·f-diff•"""""rent"'ro:ifi:ai<nJfuii~{":'.';f:'.;2'.~~-,,, .. : '-".".~'~"' ·-.~ :·.~ ,;-: .. ·"·: ·.: "''":' ' '.. . '' :·: .. : ' .• -' ' .,, -. ': -'"·3oN--;::;;}:.~,=p;:jj£"' ""To:i'2°T' MA~· "' ~-i..· ... -S'~ ~ ff Sf:>AJH$;' ·cA,. # of Bedrooms Name Address -. City State/Zip # of Bathrooms - ~ ,:APffl;IGA'N'lf-:: f~nt~qerit16r1Cohtnl(~tot;:::JSJ'sO~ner : D_,.Atrent fonD:wne(_ . . --· --·-:-:--~, ' -. . ... -----~---,-:·, SA}M'E:· Name • -Address City State/Zip -Telephone # ~ ;-:::,eRoPERWOWNERi,..\.::.,.::1,T;-T'"· ~".'.'.""'·,:; :z.-."':~--_..,/_".'.~('.:;".'.'"' -·:-~:·--· .,.'""."'-· ~v :-: ·.,:; .:::--· ....... • _ --• • • --• • • "'·· • •• • •• -.. • • -: .. , .. _,,. '"""?f1,;0XvvA~ ariu= _ _ --..,~~u-iJ-i;-w14,···(tJS~--<:!4-A:1,.s.i,A~-·-· 0Jf-~ O)zccr~ -··· ·-"·'· ·· Name Address ~-··..,····---...,,;.,.~-~ City S.tate/Zip Telephone# !$;3:,@N,TaAd'o13-;~&~l?AN~~£::"'.i'..;::.::.,;:,.,_ .":"'-''· .-,;,"' "'·~·---~...;...'""' .. ~ .. :_;;:·.:·:;··: .--~: ·:·:· ::,.·:~:-;:: :·· ----·---- (Sec, 7031.5 Business ancf Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any str.ucture, 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, commending with Section 7000 of Division 3 of the Business and Profession~ Code] or. that he is exempt therefrom, and the basis for the alleged exemption. Any vi9lation qt Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dolla'rs [$500]). W-T• ~lu...AIU:> 1r<o... 102/Qf MA7'1iP-f'J PL, -S:,V,f·tRrt 51~/J...iK6S 0/J. S]p,26)44-$0&.J Name Address City State/Zip. ~ ,-.. ~hone --· State License # --,-,,::---,------,,--·License Class ' C -ltJ / City Business License # /' ~ 0 . AQJL J)t?;;/QN .-a-J.,ste, I-A ~"GS~ AlVE. Cl@JDt>llfS CA. 6"){2J)'g <Zl8 0:',J2-9f?I> - Designer Name ,State Licens'e # Address Gity State/Zip. Telephone :::::;::;-::::;:::;:;:::::;::;:::::;::;:::::;::;:::::;:::::....., t(3T.J'lQR~!:J!fil., .. Q9M~!'l$'AJlQK.,..:;1.:.~~~~~::. ·, · · .· -~--::~:::.:.:L.: · .... ~.,:,;."'.:,'._;.;:'.;:I:.:.:-::- workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: O .I have and will maintain a certificate of consent to-self~insure for workers' compensation as provided by Section 3700 of the Labor Code,. for the performance of y,e work for which this permit is issued. · · Cit I have and will maintain workers' compensation, ·as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: ln'surance·eoni?any RFP.[JfbLJ(!, INIJ£MN1tJI Q.j(L Policv.::,~o,--.. /30 lo3'80 '2- (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLA~S ($1001 OR LESS) ·~e _ I /1, t-?, /QJ<? _ D CERTIFICATE OF !:XEMPTION: I certify that in the perf9rmance. of the work for which ·this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. ---- • WARNING: Failure to secure workers' compensation coverage is unlawful, and· shall subject an employer to criminal. penalties and civil fines up ·to one hundred . thousand dollars ($1 , 00), in d"tion e of compensation, damages as provided for in-Section 3706 of the Labor code, interest and attorney's fees: .~? ~-...... IT:--...... -~ .c.., ,-.;.~---v~-~----~-.,,.~"··~-.. ,-.... ~ ....... "' .. ~Wi::. _i_~t-:i Lf'!.~----...... ~ ...... f1V'>OWNER..f!UfliDE ID C!;ARA\;JQN),,,· ·0-'/}j;:...::::_:,:.•<;;;_'· >"<· ", v.::,, ··~v~ · __ , ,,, ' · •. , .... , .... · ..... ~ ................. , .,,.,':., · .. I hereby affirm that I a xempt from the Contractor's License Law for the following 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 dties. such work himself or througli his own employees, provided th1:1t 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 1he burden of proving that-he did, not ·build or improvi:, 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 whq builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason:. 1. I personally plan to provide the major labor and materials for. construction of the proposed pi'~perty improvement. D YES ONO 2. I (ha·ve / have not) signed an application for a building permit for the proposed work. 3. I have contracted .. with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):. 4. I plan to provide portions of the work, but I tiave hired tlie following person to-coordinate, supervise and provide the major work· (include ·name/ address / phone number/ contractors license number): _________________________________________ ,,_------,- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated {include name / address / phone nu"1b~r./ type, of work): · PROPERTY OWNER SIGNATURE ______ '------------------DATE---~------ &9~!!1§:$.(CJ~~Q.Jt~$Jp~I(~4;~™!fll~;fl:fl~$,.Q,N,k~L.£.. · ' .. ::::.-~.:.;...;:·~; .... ,;.. • ...;,,,.,,,;;,,· : .... :..:. :..----·· ·•···· Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance· Account Act? D· YES D NO Is the applicant or future building occupant required to olltain a permit from the air polluyon-control district or air _quality management district? D YES _ D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 1 D· YES· D NO · IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT.BE l'SSUED UNLESS THE APPLICANT HAS MET OR·1s MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. - Cf\J:IBN~T/i~e'f.{O~~~m~~L::~TIZf:W:£-,~;;":i.: .. :::"[::::I'.5~;::::.L;iJ ;,{;,; ,_, ··-... , · ~"'.'-" · I hereby affirm that there·is.a construction lending·_agenqy for the,performance of the-work for which this··permit is issued {Sec. ·3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS. -~x. i.c~ee~JPAtJJ!L¢!i8I!fl~!QN;,.:,;,,.!;,~.::::~.· :>i0..,._,;;, .. >w,; ,:~.~ .. ~,.;,;: ... :;. • ...: >----.~ :':-... · --=·~--:..:.., . .:._,.,;;_ .:, ~; ~: · :. :,,.... :-... :__. ~-· -~~·, ,.:;; : .. ::.i"J I certify that I have read the application and state that tlie above 'information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. ·I herelly authorize representatjves of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY Of CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is ·requir~d for excavations over 5'0" d~ep and demolition 9r construction of structures over 3 stories in height. ·EXPIRATION: Every permit issued by the Building Official under the· provisions of this Code shall expire by limitation and become null and void if the builcjing 9r· · work,authorized by such permit is not commenced .withi 65 days from the date of such permit or if the building or work at1thorized by such permit is suspenj:led or abandoned at any time he work ·s c r period of ·1'80 days {Section 106.4.4 Uniform Building Code). / APPLICANT'SSIGNATU E ,...____.._..._,foP-w:r: &il-L.AILD DATE io IJ,o 0)7 r , YELLOW:· Applicant PINK: Finance I • •. CITY.OF CARLSBAD INSPECTION REQUEST PERMIT# CB972996 FOR 0'2/:;16,D.1& ( DESC~IPTIO~: INSTALL RACK SYSTEM IN EXISTIN 21~L ~~ G WARE:f!OUSE "ODYSSEY GOLF" TYPE: ITI STE: INSPECTOR AREA TP PLANCK# CB972996 OCC GRP CONSTR. TYPE VN LOT: JOB ADDRESS: 1969 KELLOGG AV APPLICANT: MCCAFFRIE, JON CONTRACTOR: PHONE: 560 944-8067 OWNER: REMARKS: C/LEO/619/977-0488 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS-- CD LVL DESCRIPTION PERMIT# GR960002 RW960043 AS,960027 FS960010 AS970012 CB970651 CB972560 CB972576 CB972627 AS970130 SE970194 US980004 TYPE GRAPING ROW ASC FIXSYS ASC ITI MISC ELEC PLUM ASC swow TU PHONE: LJ PHONE: INSPECTOR _ _,.,..__ _______ _ .STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED. ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ACT COMMENTS 24 PL Rough/Topout ..w.f--=--e-------------~ _ -----------------------A/J l<Ad:-< t!!-.Jf(u#~ -· -----'-------------__,,;;,..------------------------ ***** INSPECTION HISTORY***** DATE DESCRIPTION ACT INSP COMMENTS 011398 Frame/Steel/Bolting/We1ding co TP LOAD SIGNS, SI REP FOR BOLTS ·• EsGil Co.rporation Professional Pfan !R,_eview 'E.ngineers DATE: 11/3/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2996 PROJECT ADDRESS: 1969 Kellog Ave PROJECT NAME: Rack For Odyssey Golf SET: II ~T D PLAN REVIEWER D FILE 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 deficiencies identified below are resolved and checked by building department staff. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: 1. Note on the plan that ho hazardous material will be stored and /or used within the building which exceed the quantities listed in UBC Tables 3-0 and 3-E. 2. City to verify that the bathrooms serving the remodel ar.ea comply with the handicapped access requirements. 3. Fire department approval is required. 4. Note on the plan the racks shall be 4 inches away from the walls and columns of the building. 5. Note on the plan to provide special inspection for all expansion anchors. 6. Provide special inspection program to the building official prior to issuance the building permit. By: David Yao Enclosures: Esgil Corporation 0 GA O CM O EJ O PC. log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ' • <!: '30Vd i; i;: 0 N NO I .LV;:l INnwwo;:i 6(;: i; i; (OH.L) l6 . 90 'AON Nov-04~97 lUe 10:uo _,,, . i( Li l I Y ·UI" uHKL:)t'lHIJ vUl111 IJC. r MA nv. 1t ;JCUC Cl" 8P&CIAL INSPl:CTION PROGRAM Ab0Rl!88 OR LEQAL Dl!SCltlPTION; l!ti,_l<,i&.l.04 A '!.l!" r, u.:: PLAN CHICK NUMBeR: g:;-"20,91.o OWNER'S NAME; C'.,IA L,'"'4W ~ V QOl.-F I, a• the owner, or agent of the owner (contractors m.-y nm •mploy th• tpeolal ln•p•otot), certify that I, or th• •rchttect/enginNr of ~rd, wtll be respo.nslble for emptoylng tne special in•pector(a) •• ,wquired by Uniform Building Code (URC) Sectton 1101, 1 for the construction proj.ct ~ at th• site liat~ above. UIIC S•ctlon 109.S.6. Sign•d __________ ...,. _______ __ 1, as the engtnnr/architect cf record, certify that I hav• prepared the fotlowtng •P*=f•i lnipactlon program 19 required by uac Sec:tlon 1 oe.a.5 for the construction project located at the sit• fitttct abov•. ~--. o-:,, rrJ ..._ Signed ___ :::1...,,_----""'--Y!:-::--c,.. ..... ------------- 1. Ltst of work requiring aPHtal lnaptetton: O Si>ll• compllanot P,r1or to Jroundatlon lnspeoaon D Atructural Cono,.. Over 2100 PSI CJ Prt~ Conome O Structural Masonry D CINl1n•r 8,eolflad 0 Pleld Welding ....,....,,.,.. ........ .......... 0 Ht11h St,-ntth Bolttng D !apanalon/!poxy Anohora D Sprayad-On Flrwproofing ~ other A"<?MIA. 19,rs 2. Name<•> of tndlvldual(a) or firm<•> reapontlbl• for the apeoial in•.-otlona llstacl above: A. IJA~~}!< .9t-1-ANIAN AAUi l)cS"IGNq €~l~~l.h~ ... g,~S72t'2F9 .B. c. 3. Cuti•• of the apac:lal tnap•ctgra for thtl work Hated abov•; A. IN~ A£'~ A N<:!HtrP-&Jl--VS AN b eN~t.f/JP I!!. C. G0 39'ii'd MOJ;:,EL-Ti IN~~. IIUF ~ 1 • . ................ .,,. .... '"' .. ,~~ .. i9v 1. 9v6 i9s auv111a l M o~ Ot 1nHlJ L6. 90 AON I9N3 CTN'ii' N9IS3G ~8'ii'~ £098L95818 9p:s0 L551/90/11. City of Carlsbad . .. Fire Department 97374, • Bureau of Prevention Plan Review: Requirements Category: Date of Report: Tuesday, November 4, 1997_. High Piled Combustible Storage Reviewed by: (!_ . 6aJ!..J,___ Contact Name Jon McCaffrie Address 10261 Matean Pl ------------------ City, State Santa Fe Springs CA 90670 Bldg. Dept. No. CB97-2996 Planning No. Job Name Odyssey Golf/Rack Job Address _1_9_69_· _Ke_ll_og~g~-----,----------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date,. including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements .. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st ~--2nd. __ _ 3rd, __ _ Other Agency ID CFO Job# . 9737 4 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 EsGil Corporation Professional Pfan !l{eview 'Engineers DATE: 10/22/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2996 PROJECT ADDRESS: 1969 Kellog Ave PROJECT NAME: Rack For Odyssey Golf SET: I D J:,~CANT rcr··luR~ '-EJ-p~~VI EWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans tran$mitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. rgj The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. rg] The applicant's copy of the check list has been sent to: Jon McCaffrie 10261 Matern Place Sahta Fe Springs CA 90670 [;8J Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA DCM D EJ D PC 10/13 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 · Carlsbad 97-2996 10/22/97 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 1969 Kellog Ave DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/13 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-2996 DATE REVIEW COMPLETED: 10/22/97 This plan review is limited to the 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. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change .. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any · state, county or city law: 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. · 2. To facilitate rechecking, please identify,. next to each item, the sheet of the plans upon which each correction oh this sheet has been made and return this sheet with the revised plans. 3. Please i_ndicate 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 not resulting from this list? D Yes D No 4. Only the storage racks are included in this plan review 5. Provide a statement on the Title Sheet bf the plans that this project shall comply with Title 24. 6. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. ' " Carlsbad 97-2996 10/22/97 7. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 8. The tenant space and new·and/or existing facilities serving the r~modeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. 9. Obtain Fire Department approval for groups F, Mand S occupancy-storage per UBC Sections 306.8, 309.8 and 311.8. 10. Indicate the clearance from the new racks to the existing building walls and building columns per Section 1631.2.11. The clearance must be at least 3Rw/8 times the deflections of both the rack and the building. 11. Provide forklift protection per Section 2231.5. Recheck the "pallet" racks as follows: 12. Include.the 25% increase in vertical loading for impact per Section 2237.2 13. Recheck all connections on sheet 1 as follows: a) The rivet bearing capacity is only dtFu = 0.406(0.07 47)65 = 2 kips. b) Prbvide calculations for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). c) Check the bracket maximum weak axis moment. 14. Indicate the safety pin size and verify it is adequate for the 1000# load. Section 2236.1. 15. Recheck the base plate anchors as follows: a} Check the transverse seismic for overturning with only the top shelf loaded with the force acting through the center of gravity of the top load per Section 2237. 7. b), Special inspection is required for the expansion anchors ( city policy) 16. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). 17. Check the slab stress for the maximum transverse overturning axial load. Show the slab thickness on the plans per the calculations. Check the maximum slab stress under the base plate per Section 1915.4.2. 18. The jurisdiction has contracted with Esg·il Corporation located at 9320 Chesapeake brive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to .•. Carlsbad 97-2996 10/22/97 perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. Carlsbad 97-2996 10/22/97 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2996 PREPARED BY: David Yao DATE:. 10/22/97 BUILDING ADDRESS: 1969 Kellog Ave BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: uUI DING PORTI01·~ .., ILOINGAREA VALUATION ·VALUE (ft. 2) MULTIPLIER ($) rack Air Conditioning Fire Sprinklers ' 50000 TOTAL VALUE (per city) IZ! 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 414.5 1Z! 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 269.43 Type of Review: ~ Complete Review D Structural _Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan ~eview Fee: $ 215.54 Comments: Sheet 1 of 1- macvaiue.dac 5196 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 12~JW& ADDRESS { 1 h1 k cf/o5 RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) . DATE----'-/..¥,.(J_~/_L __ f_r_f_} __ AZA CAMINO REAL VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER.~---~-~--------------------- ENGINEerl!J.. ,2?2 ~ DATE_J1_9/_7/_9_0 __ _ . C:\WP51\FILES\BLOG.FRM Rev 11 /15/90 BY l'.IA1'£ G. OHANIAN Jo,,,1,,.'17 SUBJECT ; JI. 17",t At.I" CO\..VM~ lllt'IC..H 1 i:.~o"\ RACK DESIGN & ENGINEERING CO. S.780 LA. CR:SSCBNTA AVE,, SUITI SU.1.,t. GLINDAU, t:A: ti20B TE.1.:{8U1)8~7-2980 FAX;(818)967-8803 SHCET NO.. / JOB NO. R !) z1s, l 9~9 H6,Lfl6 AV~ t ~RL,SJl-11.> ; --I C'A . 9Jot1I ,,. Cit.I' !'li'tlf' i:>rSt4Nf4 IVCt,,t "T'HA'T "",.,'" 'F1ION1 f-tAJ ~,t..e-o THG f!f"Alt f!lt. """"" lNIC,,~ JrJ~,,ltT' 111&! ,, TVl1 eA7. A 'f .,,~ c.'AL,C.j r~ -k , :: ,, . .., > 2. ,c 3•1..::. ,,1 S,~ = ~ ::: -Ii (, 6 ,1 Jf\ 5 ..![ .z J '(!; < ~~, JJ' )~ -J':n!'>.fh,-1( ~1tfAl+tt'7 I~ tl,at,.,'4-f~ i,ffl,~ q t fu. ~ , l(O ft ( f. Oft ) ~ (, ', ;;; 1 , If 1( \--t r S Af'f1'( ft ,I ,S V 4. :s I•/ ,c T~N~ nNW N~T~~n ~nwi,.i ~9tt 9?6 ~% s j't. .. ~ JI L. J-1~ ".,, 'L ~AqAf;~ATR ~n:~T lhhl/hr./~T GEY11Iff i M 96=L0 (nHi) L6, 06 ·ioo ,, BY Q. OM.t.~IAN DAT£ (O r i,.q" 'f7 SUBJECT RACK DESIGN : &: ENGINEERING CO. a,ee LA CRIICINTA ..t.V.B,, SUITE 204- GUN'DALI, CA. 91201!1 TEL1(818)D57-2980 FAX,(818)'157-8803 SHEET NO. 2- JOB NO. ,~ ,, 17S4' ' C ' --n,(' h,fl!'-(-L"A l>c'l .;,J._'( t-11,,1 ~ • ~ k ,., /'? 1-,·' I 1<rl, & ok.. v f\.u=-1 = 1 '-. a ... ., > • "' Yt. Iv ..... , .. ~ k ~ C. ~ "·"" ~ -t ~._. E0 3!:l~d 6/6 '3DYd 1tt-\.( ~ le,. )( -l t. - f' / II&. f-.. ~d- tS'\ -. ~, .. I!,,~ -t ( ) I .. ;L -~i r, e. Ir .. l• I ,._ l.' =· J e O' le.. ti\.~ le. ~ ,,. "f, 'I ~ l'f '-' ~ 1,1 ° 1 • 3 {7;; ;: ')l., (I '1 ~ 2. r /l, j P.~9R/qnAtA q~:AT. innT.1~7.IAt UEY11Ia ~ M 96=LO (DH~) L6, 06 -~~o BY ........ q ...... 9.HAN.JAN ... . ". · -~· rn-s:..:97 DATE .............................. .. SUBJECT ........................ . ------w•>"<•--• ~,~-~-· • RACK nESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957'-2980 FAX:(818)957-8603 SHEET NO •. . STRUCTURAL CALCULATI.ONS OF "INTERLAKE" STORAGE RACKS FOR: ODYSSEY GOLF 1969 KELLOG AVE. CARLSBAD, CA. 92008 PER UBC 1 994 EDITION 'I 1 ......... SEISMIC DESIGN OF STORAGE RACKS BASED ON: · 6.00 # / LEVEL AT TYPE "A" RACK ·. 2000 # / LEVEL· AT TYPE "B" RACK REF: CALCS. 1 THRU 7 DRAWINGS: RD-2759 SH. 1 \. BY ......... Q ..... .Qt!AN..1.A.~ ... . DA TE: ...... :1 c9_ ::-: :? .-:-'.°. 9..7. ...... . SUBJECT ........................ . 'l-. "' -la N 'tr-- lo N k-- lo la "' "' ·-N la N •ir-- la N 'k-- gj . ~ ~ RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 · GLENDALE, CA. 91208 TEL:(81.8)957-2980 FAX:(818)957-8603 120· r ;L---,;"'c--11..c,:'.:'.::::=· -=·=· ==··==· :z:, ·=· ·=::;;::, :;: ..• =~ TYPE "A" FRONT VIEW SIDE VIEW r 96" J nn ~ ,_ '+ fl) .,..-- la "' N ~ - ~ fl) 'Ir--'-•• ·1 . ........ TYPE "8" FRONT VIEW SIDE VIEW SHEET NO. .. 2 JOB NO. RD-2759 BY ....... 9.~ .. .9.HA~.IA.~ ... . , 10---6-97 DATE .................... " .......... .. SUBJECT .......... : ............. .. r RACK DESIGN· & ENGINEERING CO. 3786 LA CR,ESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818 )957-2980 FA:X:( 818)957~8603 96" 2 PIN CONN. 4 PIN CONN. ,. ,. .... CARTON FLOW FRONT VIEW LB485 BEAM 1 3/4" n =1 ~ X -· · ·-·-·-·-·--•-X t=0.07" l 23/4°l 600 # / LEVEL 300 # / BEAM Ix :;::1.84 Sx =.85 Fy =55KSI. " K "K M= 120 x.30 ::::: 4.5 8 "K SR= 4.5o = .14<.85 33 SIDE VIEW. L8311. BEAM 1 3/4" n =3 -·-·-·---·-X t=0.07" J 2 3/4" J M= 96".x1 .OK= 12.0 "K 8 "K SR::: 12.0 = .36<.63 33 SHEET NO. 3 2000 # / LEVEL 1000 # / BEAM lx=1.13 Sx =.63 Fy =55KSI. BY ....... Q.-... .9.HAN!A.~ ... . SHEET NO •. 4 DATE' ....... ~.9.'.':':.?..-::-.9..? ...... . RACK DESIGN &· ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(8HJ}957-8603 JOB NO. . RD_~.2.7,~~ . SUBJECT ....................... . SEISMIC DESIGN V= Z.I.C xW Rw LOAD PER COLUMN TYPE "B" RACK 2000 # / LEVEL P= 3x2.0 = 3.0 K 2 K W=.1 +3.0 =3.1 . D.L. L.L. V= .4x 1 x2. 75x3. 1 = .42 K 8 V-::::. .4x1x2.75x3.1 = .57K 6 K V= 2x.57 = 1.2 LONGIT. SEISMIC 1-----,-------.21 K 6,5"K 1--~-----.osK 10,6 "K 13.0 "K · Z=.4 1=1 · C;:::2.75 Rw=B ZONE 4 Max. Rw=6 W=D.L.+L.L. LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) BASE SHEAR PER COLUMN LONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 6,5"K . 10,6 "K 13,0 "K LOAD PER COLUMN TYPE II A" RACK 600 # / LEVEL P= 7x.60 = 2.1 K 2 W 1 2 1 =2.2K =. + . D.L. L,L. K V=.30 .30 KX28" "K M =---= 4.2 COL_. 2 LOAD PER COLUMN CARTON FLOW RACK 20 PSF. / SHELF AT CARTON FLOW SHELVING 6QO # / LEVEL AT BEAM LEVELS P= .2_,s.GO +.50 = 1.1 K 2 FROM K CARTON FLOW V= .16 M = . 1 6 K x 1 2 0" = g. 6 "K COL 2 K W=. 1 + 1 .1 = 1 .2 D.L. L.L. ·-BY ......... q ..... .9.HANIA.N ... . · · ' 10-6-97 DATE ................................. . SUBJECT .......................... . C0.LUMN ANALYSIS ----·--·····""··· .~ .... RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 A=.78 Ix= 1. 1 9 'Sx =.79 rx=1.22· . KSI Fy =55 ly=.92 Sy =.59 ry=1.O8 Fe::::zr2xE -104.0 ( ~I )2 X . SHEET NO •........ ~ ........ . JOB NO. RD-2759 Fe> · Fy 2 F KSI Fn =Fy (1-4 ~)= 47.7 F8 ~Fy "K COMBINED STRESS RATIO L+_M_=~+ 2 13 3 -0 = .71<1.33 Pa Max 19.4 -.8 BASE PLATE "I( I( ANCH. TENSION = , 13·0--(3-1 x3") . . 6" · · .42 K ANCHOR SHEAR=----= .21 2 USE (2)-1/2"¢ ANCHOR BOLTS PER BASE PLATE, 3" EMB. . TYP. ALL TYPES K = .62 Fn =Fe Pa= t~ = 19.4 K 3.1 j 6" 7 3/4" K 13.0 "K 7 3/4"x5"x3/8" BASE PLATE . ' BY ....... ,.q: ... .9.,lj~N!A.t:-!., . . · 10-6-97 DATE,. ............................... . SUBJECT ...................... .. --~--···---·-···-. ... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-,-2980 FAX:(818)957-8603 MOMENT AT BEAM CONNECTION 13.0+ 10.6 "K M1= = 11.8 2 10.6+6.5 "K M2= = 8.6 2 SHEET NO ... JOB NO. 6 RD-2759 "K 11.8 TYPES "A" & "B" USE 2 PIN CONNECTOR ALL LEVELS TYP . . CARTON FLOW RACK USE 4 PIN CONNECTOR At 1st BEAM LEVEL ONLY BEARING CAPACITY OF COL. HOLE· .5x.09x1 .0x65 = 2.9 K 7 /16>'¢ RIVET A = .095 Fy = 79 KSI 7 /16"¢ RIV.ET ASTM A354-79 . 00 . ...__ "',,, 00 TH'K=3/16" 4 PIN CONNECTOR Ma = 5.8 K x4"x 1 .33 = 30.8 "K CONN. . K Va= .09-5x79x.4 = 3.0 TYP>--~- 1/B 7/16"¢ RIVET ASTM A354-79 TH'K=3/16" 2 PIN CONNECTOR Ma K "K = 2.9 x4"x1 .33 = 15.4 CONN. BY ......... 9.: .... 9.~AN!A.~ .. . . , , "' 10-6-97 D"ATE ........................ , ........ . SUBJECT ....................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA .AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 TRANSVERSE SEISMIC K . u ~ Mor= 1.2 x192 x.6= 138.2 MR =3.1Kx42"= 130.2"K "K . •K UPLIFT= 138.2 -1 ~0.2 48" . K =· .16 TWO 1 /2"¢ ANCHOR BOLTS PER BASE PLATE OK. LOAD TO DIAGONAL K P = 1.2x 60 = 1 .5 48 KSI Fy =55 A=.314 rx =.486 0=.74 L= 60" Fa= 9.89 -K Pa -3.10 KSI CHECK WELDS t=.07" SEC. A.,-A 1/8" WtLD 1" LONG EA_CH SIDE (2" TOTAL) . K 2x.125x.707x70x.3 = 3.6 lYP''----1/8 1" SEC. 8-8 SHEET NO • 7 JOB NO •.. RD-2759