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Home My WebLink About2105 RUTHERFORD RD; ; CB982388; PermitB U I L D I N G P E. R iyr I T Permit No: CB9$2388 Project No: A9803160 Development No: 09/15/98 10:02 Page 1 of 1 Job Address.: 210 5 RUTHERFORD RD Permit Type: INDUSTRIAL TENANT· IMPROVEMENT Parcel No: 212-120-20-00 Suite: Lot#: Valuation: 9,800 Occupancy-Group: Re:t;erence#.: · ii :! Construction Type: Status: nesc~iption~ ITI STORAGE RACKS : .CALLAWAY GOLF Applied: Apr/Issue: NEW ISSUED 07/28/98 09/15/98 JM I \ 11 • Entered By: 9·0 9 9 30~9399 PERMIT HAS EXPIRED li\1 ;,CCURDANCE WITH U.B.C. SEJ:,44.4 DATE . ?! Cj . . J ., • . CITY OF CARLSBAD . 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 I I. ______ \ ,. ,, PE.RMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT · 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL __ ""'"",.c!!:.;..,,:e'----,.,..o:-;,.+~,.,.. Plan Ck. Deposit-==---........ -+-''7-- ,Validated By_.....:::'::!...-li:.::...;::::,,,..-+-,-=:-fr-!~r- Date __________ '-+~~._....~,___ Address (include Bldg/Suite #) 1-1 () S B u'T1fQ FOA!> Business Name (at this address) . _ . C,AI-L-A wA·i/ ~O.L-F-CD .. Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units· ,Assessor's Parcel # Existing Use Proposed Use · #of Stories .. -. , ~~MPW -,-~d~ress ~~~-~~~~ ~i:y ~-~~J;f~,t~t~i~ ', ~ _ ~ ·~~el.~~-~o;~~~~~~-~~~T:!}t ..,. ,..,A ,<-.v, '•-"' =' ...... ..,.,.,_ ~""!'i"'-'l"i;~/'"""""',,....,..,,,, ,_..,,_,~.,,;,,.,,~,,, .._ ,,;...,...,,,,.,.....,_,.....,,..,, ,wm~,_.,,..,,,,,..;.,~,,,. '~ N.,,, "'"-' ,.,~,.,...,.,..., ,, ,?,,y-'= ,,.._,,,,;,,',,',,,,~,, .,.;;:: .. t~l"''''~,,o.k,,w,,v,•/1',,.,_, '<fa'•\ '~'}:C.:,,t...,~,.,.,.d',,.•, S,< ,,' ~ ... «1 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, imprOV!3,. demqlish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is li.censed pursuant to the provisions of the Contractor's License ·Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt. therefrom,. and the basis for the alleged exemption. Any violation of Section 7031-.5 by any applicant for a permit subjects the applicant to~ civil penalty of not more than five hundred.dollars [$500]). l NC!.• t-0. I ~ . S'~r Name Address Designer Name State License # 00§'3 S-'2.4'.f State/Zip i6"'1¼L.W.QB,k~3;§QM~8~~..:.;.::: ~-~---,, _ _, ,,,w-~~ _:_:~ =-"'~-· -~"1:J:;:z~ ~=-I~-3'::,A•<·-:;::~ ;:1;;.::; ;,.i:, :.:.~ :~:~~ ... ~ ''Workers' Compensation Declaration: I hereby affirm under penalty of perjury one, of the following declarations: 0 I have and will maintain a certificate of consent to self-insur~ for workers' compensation 'as provided by Section 3700 of the Labor Code, for the ,performance of }11e work for which this permit is issued. (\1 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. M_y worker's compensation insurance carrier and policy number are: · . • () ~-g: j , . Insurance Company J..1 a~ MUTUAL Policy No_. we. Z-llo I-D.3~b3b -,Expiration Date \ 1-J Q, t"').9 .· (THIS SECTION NEED NOT BE COMPlETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) D '0 I, as owner of the property or my employees with wages as their sole rompensation, will do the work and th!! structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one·year of completion, the owner-builder will have the burden of proving that he ,did not build or, improve for.·the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct tlie--project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereoti, and contracts for such projects with contractor(s) licenied pursuant to the Contractor's License Law). , , ' · 0 I am exempt under Section ______ Business and Professions Code for this -reason: , 1. I personally plan to provide the major labor and materials for gonsvuction.of the proposed property_improvement,-[! YES ONO '2. I (have / 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 / phon13,.number / contractors license number): , · 4. · I plan to ,provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone num~~r I cimtrac:ors license number):,--_----,,---,,..,------,---,-.,.._--=--:--,,,. ___ ,,-,-_,,._-_-.-=,--~-------,.,,..------~-""--~--,-,.,---- !{ I will provide some of the work, but I have contracted (hired) the following persons to. provide the work indicated (include name {,address / phone number·/ type ,of work): ' ' PROPERTY-OWNER SIGNATURE______________________ DATE.,---,-------- !Q§"~...:mf.S:sJm9~°EOlfl(Q,Niji~~j(!J~~tiffl6i.'1..s'."ON!,Y ;;~~:i£.:::.:=~1::;,r:~·-~:':1r::z:s.;m. :f·_f ::.';}:.;~;:·?';:!!:}~:,,:::::.1£:?::::::.:1 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? 0 YES O NO · Is the applicant or future building occupant required to ob~ain a permit from the air pollution'. control district-or air quality managJ;lment district? O YES. D NO Is the facility to be constructed within 1,000 feet of the outer boundary o,f a school site? 0 YES O NO 'IFANY OF THE ANSWERS ARE YES, A FINAL CERTiFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRiC'I'. . !J.7::CQNfflfuc..1.1o'N?liiDJNG .. MENC::Y: _, . -~ .: , . '. _ --~-: ;;,,;,. . ~----: :-c::;: :::'':':'.","'~:;;::-: ~:~'rrg-::::?.:z;;r:::;:.;_.0, ·<i,';: 1T:7:1i::-::::;r;-I=:~:,0;7 I hereby affirm that there is a construction lending agency for, the performance of the work for which this permit is issued (Sec. '3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS !ii'.i::::../~tf.~-:C_l;RT,IF,lQAl:JQ.'11::::J ,...:..:,.::;"·,;.~:::.:..:.......;;:...-:...,.;.· ,;,,;.,:_,~ ·; ... ,c:~ ',;:!.\.,;;, ;;::..,;,.:;;:~ _:;:_:;:,,:;:;C..:.:;:-:::: ... _;:, .=.i'.=i~::;,_..;:-:::::;:;. ·:;::;....._:;:· ,,:;:;, = . ..:,.;:;;,_~:::::..,:;;:s,:;:; .. i:;:::,,=;=,::;;_=\=",=·:::,:;::;-:_::, c::::,:::;;,:::;.,;;;:.;:;:~;:;\;:;;::_;::,::;:,t;::i~=.,:::;;;,,=:-~:::_;';:::_;:;,:~,_:;:;:.:::;.;:;:1.;::'.;_;;~-= .... =: ,=_:::,;,.,,_,,,;:;::-. ,j . I certify that I have read the application and state that _the above information is correct and that the information on tne ·plans is' accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives qf the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGM!,NTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PER,MIT. OSHA: An OSHA pe(mit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. , , · , : EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and· become null and. void it'·the building or work authprized by such permit is not commenced within 365 days from the date of suctJ .perlTlit o~ if the buildi,ng or work 11uthorizi:,d by, suclJ permit ·is suspended or abandoned at any time a he work is , omm o · d of 180 days (Section 106.4.4 Uniform 'Building Gode): · DATE_. 7_,· /~22'~--./_/qgf--'·~·· __ · PINK: Finance PERMIT# CB982388 DESCRIPTION: ITI STORAGE RACKS CALLAWAY GOLF TYPE: ITI CITY OF CARLSBAD INSPE~TION REQUEST 'FOR 10/1$798 STE: INSPECTOR ~T0 PLANCK# CB98~ OCC GRP CONS TR. TYPE NEW / LOT: JOB ADDRESS: 2105 RUTHERFORD RD APPLICANT: MCCAFFRIE JOHN CONTRACTOR: PHONE: 909 930-9399 OWNER: REMARKS: R/JOHN/909-930-9399x721 SPECIAL INSTRUCT: TOTAL TIME: --RELATED PERMITS--PERMIT# AS960048 FS960017 FAD96023 AS9-70014 US970009 CB970360 CB970361 CB981167 CB983204 TYPE ASC FIXSYS :FADD ASC HI ITI. ITI ITI ELEC PHONE: L PHONE: INSPECTOR~..,..._ ________ _ STATUS ISSUED ISSUED ISSUED ISSUED ISSUED EXPIRED EXPIRED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural I!!:_ dtlll-Lo~tq..P -------------------------------------------------------------- ***** INSPECTION HISTORY***** DATE 092898 092598 DESCRIPTION Frame/Steel/Bolting/Welding Finc;ll structural ACT INSP CO TP NS' TP COMMENTS MAX LOAD SIGN, SI REP FOR BOL RE-SCHD BY CONT ~ City of Carlsbad· .. Y 98263 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Friday, September 11, 1998 Reviewed by: __ (¾ _ __,,I"""-' _ __,........,,~-- Contact Name . W.T. Billard Address 10261 Matern Pl ---------'----------- City, State Santa F~ Springs CA 90670 Bldg. Dept. No. CB982388 Planning No. Job Name Callaway Golf Rack Job Address 2105 Rutherford Ste. or Bldg. No. ____ _ 1:81 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 __ _ ~nd __ _ 3rd __ _ Other Agency ID CFO Job# . 98263 File# ___ _ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 E:sGil Corporation 1.n Pq.rt~rsfiip Witfi (jove.tnment for '.Buifaing Safety DATE: 8/21/98 JURISDICTION: Carlsbad . PLAN CHECK NO.: 98-2388 PROJECT ADDRESS: 2105 Rutherford SET: II PROJECT NAME: Storage Racks for dallway Golf D ..ffe£LL_~NT D~ 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 in the attached list are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected. and resubmitted for a complete recheck. ·o 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 .~pplicanes copy of the ch~ck list has been sent to: [2J Esgil Corporation staff did not advise the applicant that !he 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: Sy: David Yao ' Enclosures: Esgil Corporation D GA 0 CM 0 EJ. 0 PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-2388 II 8/21/98 1. Note on the plan that the project shall comply with Title 24. 2. Note on the plan that no hazardous materials will be stored and/or used within · the building·which exceed. the quantities listed in UBC Tables 3.,0 and .3-E. 3. City to verify that the existing bathrooms.serving the remodel area comply with all the current disable access requirements. 4. Fire Department approval is required. If you have any questions regarding these items, please contact David Yao of Esgil Corp.oration at (619) 560..;1468. Thank you. EsGll Co-rporation · 1.n P~rsfiip· witfi: (jovemme.nt for ·'.BuitifitlfJ Safety :DATE: 8/7/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2388 PROJECT ADDRESS: 2105 Rutherford SET:I PROJECT NAME: Storage Rl.lclcs for Callway Golf ~ANT ~ D PLAN REVIEWER CJ FILE D The plans transmitted herewith haye been corrected where necessary and substantially _comply · with the jurisdiction's building codes. D The plans transmitted hert:;3with wHI substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. · D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be correcte·d and resubmitted for a C?mplete recheck. ~ The check list transmitted herewith i$ for your information. The plans are being held at Esgil . Corp·oration 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 . . [8J Ttie applicant's copy of the check list has been sent to: Jon McCaffrie 10261 Matern Place Santa Fe Springs CA ·90670 ·IS] Esgil Corporation staff did not advise the.·applicant that the plan check has been completed. 0 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 ·o CM D EJ D PC ·7130_ trnsmtl.dot 9320 Ch~sapeake Drive, Suite 208 + Sa1' Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-2388 8/7/98 · GENERAL PLAN CORRECTION LIST · JURISDICTION: Carlshad PROJECT-ADDRESS: 2105 Rutherford .. DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/30 REVIEWED BY: David Yao · FOREWORD (PLEA-SI:: READ): PLAN CHECK NO.: 98-2388 DATE REVIEW COMPLETED: 8/7./98 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 corn~ervation, 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 on this sheet has been made and return this sheet with the revised plans. , 3. 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 not resulting from this list? · · CJ Yes El No 4. Only the storage racks are included in this plan review 5. Provide a statement on the Title Sheet of the· plans that this project shall comply with Title 24 and 1994 UBC .. · 6. UBC Section 107.2 requires the Building Official to determine the total value of all cor:istruction 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 9.8.;2388 8/7/98 7. Provide a note on the plans indiGating 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 remodeled area must be accessible to and functional for the physically disabled. See the attached correction sh·eet. Title 241 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. Provide forklift protection per Section 2231.5. Recheck the "pallet" racks as follows: 11. . . Include the 25% increase in vertical loading for impact per Section 2237.2 12. 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) Provide calculations for all beam to bracket weld capacities per Section 2230 (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. 13. ·Indicate the safety pin size and verify it is adequate for the 1000# load. Section 2236.1. 14. 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) The special insp.ection is required for the expansion anchors based on city policy. Provide spe~ial inspection program to the building official pri.or to issuance the building permit. 15. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is fhe maximum compression load at the base from vertical plus seismiG 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). 16. Check the slab stress for the maximum transverse overturning axial load. 17. The jurisdiction has Goritracted with Esgll Corporation located at 9320 Chesapeake Drive, Suite 2081 San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any-questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. , ' Carlsbad 98-,2388 8/7/98 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2388 PREPARED BY: David Yao DATE: 8/7 /98 BUILDING ADDRESS: 2105 Rutherford BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION B-UILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) -storage racks I -- -' ' --Air Conditioning Fire Sprlnklers 9800 TOTAL VALUE (per city)98 ' -- D 199 UBC Building Permit Fee 12] Bldg.Permit Fee by ordinance:$ 113,58 D 1'99 l.JBC Plan Ch~ck Fee [8'.I. -Plan Check Fee by ordinance: $ 73.83 Type of Review: D Complete Review D Structural Orily D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 59.06 Comm~nts; Sheet 1 of 1 macvalue.doc 5196 PLANNING/ENGINEERING "APPROVALS Pl;RMITNUMBERCB . q t!)'3f1J . OATEgf'l/rs ADDRESS ______ d_·1_o_s_Rv_:t_h ___ ~l_1_L _______ _ RESIDENTIAL RESIDENTIAL. ADDITION MINOR ( < $10,000.00} PLAZA CAMINO REAL. CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER_~---------------------------------- PLANNER · ENGINE~~ . DATE _8,/J'l/95 DOCSIMISformslPlanriing Enotneering Aps,rovats City of Carlsbad · . · 98263 Fire De:partment • Bureau of. Prevention Plan Review: Requirements Category: Building Plan Check Date o.f Report: Friday, August_ 7, 1998. Reviewed by: C. [;JJ_ Contact Name .W.T. ~illard Address 10261 Matern Pl -------------------'-'-,--'------- City, State Santa Fe Springs CA 90670 o. CB982388 Planning No. Jdb Nam$ Callaway Golf Rack Job Addres$ 2105 Rutherford Ste. or Bldg. No. ____ _ 0 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. ~ Disapproved -Ple.ase 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. f= orFire Department Use Only Review 1st,____~-2nd.~---'-3rd_~_ Other Agency ID CFD Job#. 982.63 File# __ --,-_ 2560 Orion Way • Carlsbad, California 92008 • (619) 931-2121 · BY ....... ,.9:: .. .9..t!AN.!A.~ ... . DA TE .... ..?.::-:.?.?..-:-:-.~.~ ...... . s~sJrcY .................. ,. ...... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESC:ENTA AVE., SUITE 204 GU.:NDALE1 CA. 9120B TEL:(818)957-2980 F~:(818)957-8603 SHEET NO ............ ~ ............ . JOB NO •....... RP..::-:.~.~9.4 .. STRUCTURAL CALCULATIONS OF "INTERLAKE" STORAGE RACKS FOR: I• CALLAWAY GOL~ 2t05 ROTHERFORD ROAD CARLSBAD, CA. 92008 PER UBC LATEST E.DIT·ION. SEISMIC D!:=SIGN OF STORAGE RACKS BASED ON: 2000 # / LEVEL REF: CALCS. 1 THRU 6 DRAWINGS: RD-3304 SH. 1 BY DATE G. OHANIAN 7-22-98 . ... 10 ,, ... 10 96" FRONT VIEW LB485 BEAM 1 3/4" n ~ ·X - ~ -------x t=0,07" RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE,. CA. 9-1208 TEL:(818)957-2980 FAX:(818)957-8603 l, 2000 # / LEVEL 1000 #/BEAM lx=1.84 Sx =.85. Fy =55KSI, SIDE VIEW . " 1 K "K M= 96 X .0 -' 12.0 ' 8 "K s = 12.0 = .4<.85 R 30 SHEET NO. JOB NO. 2 RD-3304 BY DATE G. OHANIAN 7-22-98 SHEET NO. JOB NO. S-UBJECT RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-.-2980 FAX:(818)957-8603 SEI-S_MIC DESIGN V= Z.I.C xW Rw LOAD P.ER COLUMN P= 3x2.0 = 3.0 K 2 . K W=.1 +3.0 =3.1 O.L. LL V= .4x1 x2.75x3.1 = .43 K 8 V= .4x1x2.75x3.1 = .S7K 6 K V= ,2x.57 = 1.1 LONGIT. SEISMIC ,21 K ~ ID , 13K ~ ID .09K ~ co ,43K I• 2000 # / LEVEL Z=.4 1=1 C=2.75 Rw=8 Rw=6 W::::0.1,...+LL. ZONE 4 Max. LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) BASE SHEAR PER COLUMN t..ONGITUDANAL DIRECTION BASE SHEAR PER COLUMN TRANSVERSE DIRECTION BASE SHEAR PER FRAME TRANSVERSE DIRECTION 6.5 "K 6.5 "K 10,5 "K 10,5 "K 13.3 ·"K 13.3 "K 3 RD-3304 BY ......... 9.: ... .9.!JA.N.).~.~···. 7-22-98 DATE .................................. . SUBJECT: ......................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(618)957-2980 .FAX:(818)957-8603 COLUMN ANALYSIS Kl -'-64 _ 52 5 rx ---: 1.22 -· A=.78 'Ix= 1.19 ,?x =.79 rx=1.22 2 E Fe=TI x~. ( Kl )2 rx KSI Fy =55 ly =.92 Sy =.59 ry = 1.08 104.0 SHEET NO ........... A-........... . JOB NO •....... R.P..:-::}~9.4 .. . K!=-5.L=481 ry 1.08 · Fy F KSI Fe> 2 Fn =Fy (1-4;)= 47.7 Fe~ Fy - 2 K Pn :::Fn xA = 37 .2 COMBINED STRESS RATIO Pp +_M_ = 39.14 .. + 2136.30 = .67< 1.33 a Max 1 · • BASE PLATE 'K K 13,3 -(3.1 X3.5") = .38 K ANCH, TENSION = 6.S,, . ANCHOR SHEAR = .43 ::::: .22 K 2 L!SE (2)-1/2''12! ANCHOR BOLTS PER BASE PLATE, 3" EMB. _ [ . ' . . .. Fn =Fe p = _____E_n_ = K 19.4 0 1.92 3.1 I< j "K 13.3 ) 7 3/ 4"x5"x3/8" BASE PLATE .. . .. ~ i') ., .. .. , ., . . . . . . . ~ .. 6" 7 3/4" BY DATE G. OHANIAN 7-22-98 SUBJE.:CT0 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:((318)957-2980 FAX:(818)957-8603 MOMENT .AT BEAM CONNECTION 13.3+ 10.5 M,= = 11.9 2 10.5+6.5 "K M:z= = 8.5 2 USE 2 PIN CONNECTOR ALL LEVELS TYP. "I< 1. BEARING CAPAQITY OE COL. HQLE .5x.09x l.0x65 = 2 .. 9 K 7 /16"¢ RIVET A = .095 Fy = 79 K.SI Va= .095x79x.4 = 3.0 7 /16"11 RIVET ASTM A354-79 TH'K=3/16" 2 PIN CONNECTOR K K "k = 2.9 x4"xl.33 = 15.4 Ma CONN. "K 10.5 ~ I I I I I I ~,,.,·· SHEET NO. JOB NO. 11.9 5 RD-3304 "K BY DATE G. OHANIAN 7-22-98 RACK DESIG:W & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 TRANSVERSE SEISMIC . K ~ M0r::: 1.1 x192"x.6= 126.7 MR = 3.1 K x44'; = 136.4 "K 1. NO UPLIFT TWO 1 /2"¢ ANCHOR BOLTS PER BASE PLATE OK. LOAD TO Dl~GONAL K p = 1 . 1 X 58 = 1 .5 KSI Fy=55 A=.314 rx =.486 Q=.74 L= 53" 44 KSI Fa = 10.59 K P0 = 3.33 CHECK WELDS t=:07" SEC. A-A 1 /8" WELD 1" LONG EACH SIDE (2" TOTAL) . K 2x.125x. 707x70x.3 = 3.6 TYP.c>---,-,-~ 1/8 1" SEC. 8-8 SHEET NO. JOB NO. 6 RD-3304