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HomeMy WebLinkAbout2819 LOKER AVE E; ; CB993651; PermitCity of Carlsbad 10/22/1999 Commercial/Industrial Permit Permit No: CB993651 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: ·Occupancy Group: Project Title: 2819 LOKER AV EAST CBAD Tl Sub Type: COMM 2090830700 Lot#: 0 $32,750.00 Construction Type: NEW Reference #: TITLEIST FOOT JOY Status: Applied: Entered By: Plan Approved: Issued: ISSUED 10/04/1999 JM 10/21/1999 10/22/1999 Applicant: Inspect Are'.fi,5.1. .1.0/22/99 0001 01. WWSKI PHILIP 7004 CARROLL ROAD SAN DIEGO CA 92121 858-455-5800 Total Fees: $494.01 / \ \ / _, / > --.._---.... """-,...,' / \ \ ,--'T0t?I Payments'"T.oipate: ;_;·$196.00 :-:"' o ;Balance Due: --,--"-,.} /_ -rJl'r ,i:'\ · '-\ v r/ \ I -~~ \ ~J \ 'S'--_,,, \ ;::· :_-~-, \ I ~--~-·-,1/,}/ \ \/V / i . '·----~~~~ /? . ( Building Permit i $295.2~ ···., , , er·Sfae )JJ_\ r;::.::-:"': Add'I Building Permit Feel $O.QR~--~~tf1~(c1. W_~J~G:;?n1~~~i Plan Check \ \ ,$~ 91 ;9i9 I kijl,e\er Fee::::;:\¢ ! t Add'I Plan Check Fee \ \ ~ $0~9~~/, ~~bfW1 Fe,~ f J,1 Plan Check Discount \ \ "'$0.00 ~ijD P,c\ybff~(:}e / Strong Motion Fee \ \ $'6:?~? . t;B'7f-· 0-Y / / Park Fee \ __ ~$0£Q,O , ~~~·EFJCFD Ful)d) _ 1 LFM Fee ~/ ~ $0 00 INCORFt2i-cens1e Tax/ \ ~--1 ,. 1ss« .,,..-,:, -~u· I Bridge Fee ~$0.00',--.___JLic~l]se_.., ax\(~N\5' nd)/ BTD #2 Fee '-""-.,_<J $0~00{! Traffic-lmpaGt F,_ee / BTD #3 Fee U~fo9 ! (?, (T~<ll~a5f(CF9'Fund) Renewal Fee ,$0.001 {F ~E~ll\T,ranspoljation Fee Add'I Renewal Fee $0,00 P[UMBING.:YOTAL Other Building Fee $0.00 ___ EtECTRICAL TOTAL Pot. Water Con. Fee $0.00 MECHANICAL TOTAL Meter Size Master Drainage Fee: Add'I Pot. Water Con. Fee $0.00 Sewer Fee: Reel. Water Con. Fee $0.00 Redev Parking Fee: TOTAL PERMIT FEES FINAL APPROVAL C-PRMT $298.01 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $494.01 Inspector: Date: / ~ ,.,. .2.. .,.. oO Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been Qiven a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise exoired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 O•") ,:. EJ PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE 02b;;, PLAN CHECK NO. it Jt·) ( EST. VAL. 3:21 750. -Plan Ck. Deposit ' / 9G.» ~:~=-a-te_d_B_y======~:::::~:'/--,:f',..,-...... f-=-~~-= Address (include Bldg/Suite #) Business Name (at this ai::ldress) 4625 l.0/04/99 0001 01 02 Subdivision Name/Number Unit No. Phase Na-PRMTTotal u of ur:il{s6ni)O Existing Use / Proposed Use SQ, FT. #of Stories # of Bedrooms # of Bathrooms , . . ··~£s:,·~~s·s~ Telephone# Name A i::lress Telephone# ;!i, .<gQl.\l't0A9TQ!3.:9QJ',:'IPA!IIY,~IV!!~ . . . . c: > . ' y ,, ,-, "'" ', "', -; ,, ,,', (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, 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 exemP.tion. ny violation of Section 7031.5 by any applicant for a permit subject~ t~e a~plicant to a civil penalty of not more than five hundred dollars [$5001). -p~, 14N Y -<:! BS'.· "~S: ~ ob Address City State/Zip Telephone# License Class(!..~/ /Dz'/ 11/C-City Business License# /~ / A./\J'~ v C4 . f /o3S ~;~.'.~~~hi:.:~:¢~ii~J~~~~'=:: ~~9-fs'..IJ.~: ?:'i.~·:: ~-:·~:-~ ·-;---.. --. "" . . .. ,,.,. '. ,._ '" ., "'. /i,,{ Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 8 '-J!i 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 the work for which this permit is issued. )8( 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 ensation i~ce carrier and policy number are: . i '/ V (7 ~ Z':3(,, I O --6 s_ . ...., _ o 1 --7' Insurance Company > l I Policy Ney~ 7 j -(0 I Exp1rat1on Date_..l ______ uv_ (THIS SECTION NEED NOT BE COMPLETED IF THE P RMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D F EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become sub ct to t e Workers' Compensation Laws of California. WARNING: Fa, .1£ . ·QW.N!;.F{-B_ J(P~ " .. .,,. " I hereby affirm at I am ex mpt from the Contractor's icense Law for the following reason: D I, as owne of the p perty 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, Busine a 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). 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 construction of the proposed property improvement. 0 YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ :~~:::~ ;tH!$ :e~1 ~~~:.~_;~~RMii7or{cy: .: :? · .:· · ~:::::::::::::==:::::::::::::::-===- Is the applicant or future building ant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or !I-of the Presley-Tanner Hazardous Substance Account Act? D ~Y~E;S:.,..~~!ll.Qt-------- 0 YES ~ NO " j~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with I City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commence within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is . m en d for a period of 1 days ction 106.4.4 Uniform Building Code). DATE --------------- PINK: Finance City of Carlsbad Bldg Inspection Request Permit# CB993651 Title: TITLEIST FOOT JOY Description: For: 8/29/2000 Type: Tl Sub Type: COMM Job Address: 2819 LOKER AV EAST Suite: Lot 0 Location: APPLICANT WWSKI PHILIP Owner: W H C B O REAL EST LTD PARTNERSH Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs Inspection History Date Description 10/27/1999 14 Frame/Steel/Bolting/Welding Act Comments .if_ U/'C Act lnsp Comments CO RB SEE NOTICE Inspector Assignment: RB --- Phone: 7604205331 Inspector:~ Requested By: CHAD Entered By: ROBIN CilY of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD 'SlLite <Fir-e-::> Plan Check #: Date: ,8/29/2000 -·----J Permit#: CB993651 , Permit Type: Tl Project Name: TITLEIST FOOT JOY Sub Type: COMM Address: 2819 LOKER AV EAST Lot: 0 Contact Person: CHAD Phone: 7604265331 Sewer Dist: CA Water Dist: CA .......................................................................................................................................................... Inspected ~ Date 1/4lt1 ~Disapproved: __ Inspected: Approved: By: J11. Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ .......................................................................................................................................................... , Comments: _____________________________ _ 't' EsGil Corporation '.ln Partn.ersli.ip witli. (jovemment for 'Builaing Safety DATE: 10/12/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3651 PROJECT ADDRESS: 2819 Loker Ave. East SET:I ~CANT ~ CJ PLAN REVIEWER CJ FILE PROJECT NAME: Storage Racks for Titleist and Footjoy Worldwide D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [:8:1 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. (:gJ The applicant's copy of the check list has been sent to: Atlas Equipment (Philip Wwski) 7004 Carroll Road San Diego CA 92121 [Zl 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 D MB D EJ D PC 10/7 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3651 10/12/99 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2819 Loker Ave. East DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/7 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 99-3651 DATE REVIEW COMPLETED: 10/12/99 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, 1997 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, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438- 1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. To facilitate. rechecking, please identify, next to each item, the slleet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. . Carlsbad 99-3651 10/12/99 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? 0 Yes D 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. 6. 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 USC Tables 3-0 and 3-E. 7. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Title 24, Part 2. 8. Obtain Fire Department approval for groups F, Mand S occupancy storage per USC Sections 306.8, 309.8 and 311.8. 9. Indicate the clearance from the new racks to the existing building walls and building columns per Section 1633.2.11. 10. The beam size in the calculation (page 5 and 6) is not the same as the plan shows.(detail 3 and 4 ). Please check. Recheck the "pallet" racks as follows: 11. Indicate the safety pin size and verify it is adequate for the 1000# load. Section 2236.1. 12. 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). 13. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, 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 99-3651 10/12/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3651 PREPARED BY: David Yao DATE: 10/12/99 BUILDING ADDRESS: 2819 Loker Ave. East BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: I BUILDING PORTION I BUILDING AREA I VALUATION I VALUE (ft.2) MULTIPLIER ($) Storage racks Air Conditioning Fire Sprinklers 32750 TOTAL VALUE (per city) D 199 UBC Building Permit Fee ~ Bldg. Permit Fee by ordinance: $ 295.23 D 199 UBC Plan Check Fee ~ Plan Check Fee by ordinance: $ 191.9 Type of Review: (gj Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 153.52 Comments: Sheet 1 of 1 macvalue.doc 5196 I EsGil Corporation 1n Partnersliip Witli (jovemment for 'lJuiCaing Safety DATE: 10/21/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3651 PROJECT ADDRESS: 2819 Loker Ave. East SET: II CJ APPLICANT ~ ~EVIEWER 1:1 FILE PROJECT NAME: Storage Racks for Titleist and Footjoy Worldwide 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 plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person .. ~ REMARKS: 1. City to verify that the path of travel from the handicapped parking space to the rack area and the bathroom serving the rack area comply with all the current disabled access requirements. 2. Fire Department approval is required. 3. The applicant hand carried the approved plan back to the city (O.K. per Mr. Peterson) By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER .::CB=---.:ff)::;;..·;;_· _____ DATE 10/17 (99 ADDREss __ dz_£';_/_J_L_o_/L_ce.u__, __ ¾:_s_t::..--_,;_Pl-..;_f...r;;.·'1;:..==------ "RESIDENTIAL RESIDENTIAL ADDITION MINOR C < $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER 00 fkS-:, ----t-~-------------------- , DATE ------- DOCS/MiSformslPlanning Engini!<erll'l!J AODf'OVillS ------------------ ., iii 0 !!! "' 0 D ~DD PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB <:l:/---~S7 Planner . /Y. ~ Addres~/~ 4£;-~ G Phone (619) 438-1161, ·extension %'1 APN: Typeo_f_P_r_o-je_c_t_&_U_s_e_:~.......,.---+-V~---.-D-~--N-e_t_P-ro-j-ec_t_D_e_n_s_it_y_: _____ D_U_/A_C_ Zoning: q?-l/ll\ General Plan: ::r:c= Facilities Management Zone: 5= CFD tin/nutl # ..--Date of participation: .,,,.-Remaining net dev acres: ,,- Circle One {For non-residential development: Type of land used created by this permit: ____________________ ) Legend: ~ Item Complete ©J Item Incomplete -Needs your action Environmental Review Required: YES NO TYPE ---- DATE OF COMPLETION: _____ _ - Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE ---- APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: __________________ _ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ------------------------ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES NO NO If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Com·plete Coastal Permit Determination Log as needed. lnc,usic:mar,y Ho1,1sing Fee ·required:. YES___ NO (Effedtiye,_.ciate of lnclusionary Housing:Ordinance··-.May 21, 1-993.) · Data l;ntry Completed? YES -·-NO " · \, (A/P/Dl-Aclivity_'Maintenance, enter CB#, toolbar, Scr~e~using Fees, Construct Housing Y/N, Enter Fee, UPDATE!) J ...... r , D: 1. \ Provide a fully dimensiona,I', tite,. pi.'an :drawn to scale. Show: North arrow, -property line~, easements,-d~xisting and :proposed structur~s, streets, existing stree~ · improvement$~ ri9ht-6f-way Wic;ith, dimensional setbacks and existing topographical lines. 0. 2. Provide -legal. description of property and assessor's parcel number. ioning: D 1. Setbacks: Front:, Interior Side: Street Side: Rear: · Required ---~----Required: ------------ ·Required-------Required __________ _ Shown -------Shown ---,------,--Shown -~-------Shown ------- µfoo 2 .. Acc!3ssory structure setback~~· Front: Required _ Shown Interior Side: Stre.et Side: Rear: Structure sepatatior:r: ~-D D' 3:. Lot C'overa,gE;i: ~i in D O 4. Height: ""---'--------Required _______ _ ·R'equired ------------'--Required __ · ________ _ Required ---------- Required ________ _ 'Required-___________ 'ffD D: .5. Parking: Sp~c.es Required----------- l Gues paces. Requited ------- ---,---'------Shown -,--------Shown -----------Shown -------Shown ------- Shown ---------'---- Shown ---------- Shown ------------Shown ------- &too Additional Comments -~.,...,,..--.,,...------'---~----------,-.----- OK TO. ISSUE AND ENTERED APPROVAL INTO COMPUT - ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 Response to Plan Check Correction Plan Check # 99-3651 TITLEIST & FOOT JOY WORLDWIDE 2819 Loker Avenue Carlsbad, CA ATA Job #99-218 October 20, 1999 Structural Corrections: 1. Understood. 2. Understood. 3. Understood. None has been made. 4. Understood. 5. To be handled by other. 6. To be handled by other. 7. To be handled by other. 8. To be handled by other. 9. Done. See storage rack layout drawing. 10. Details shown on calculation pages 5,6 and 14 revised to reflect the details 3 and 4 shown on drawing S0.1. All cross-section properties are correct. See attached pages R1-R3 11. See page 21 of the original calculations. Arthur Tan, S.E. 12. See attached pages R4 and RS. 13. Understood. Should you have any questions, please do not hesitate to call. Sincerely, & ASSOCIATES, INC. ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 · Fax: (510) 559-1039 SHELF BEAM 4-1/211-14 GA. STEP BEAM · IN SOME CASES, THERE ARE MORE THAN 1 TYPE OF SHELF BEAMS USED. · IN SUCH A CASE THE ANALYSIS WILL BE PERFORMED ON THE WEAKEST BEAM. .. LENGTH= 106.0" MAX. LOAD/SHELF= 1700.0# W = LOAD-/ SHELF = 8_02 #/" · 2xLENGTH . 2 Mcenter = WL 2 = 8.02 X 106.0 = 11,263 n# 8 8 (w/t) = 1.000 -0.075 = 12_39 0.075 '. Fb = ·Fy[0_.767 -(2.64/1 OOO)(w/t)Fy".5] Fb = 26.788 KSI Mcenter = 11,263 -Fb = SxxFb 1.14 X 26.788 X 1000 fb Project: __ ..;:.l"'-'9·2=1-=--~ . ____ Date: 9/24/99 Designer: I A. T: Page: / S: 10~0 1 iol ) I!.'?/+ 1 /11 II :1=8t4" 4-!! /b 2 3/4'.' THICKNESS= 0.075 FLANGE WIDTH= 1.000 Sx:1.141 Ix= 2.753 ,- = 0.37 Limax= !~~ = 0.162" <1.0 THEREFORE O.K. ,/-<--- < U180 THEREFORE O.K. tJ~~~Sl7-·1 a~ J -:. . tCP ~ l -o ,'~ ~~- CONNECTION Mconn = Mseismic + .25Mstatic · . I = 18948 11# ----rl~ .;:,!(, C\J '7~· P6t., 1v1 ~ 20 . Mconn = 6.7 P1 I .. -· · · P1= 2,828 # ·cap.· stud = .15x.4x50000 psix1 .33 ,nJ/ C\J = 4,000# ); 2,828 # :. V1' P1 . -----e-~-~1 iJ tJ 11;e-l<fZ-iJvi C-1f t"l1j ,., (, t/p '.) (.I (74,nc (.,9 JO&' 0 r1 )-(! -~ = 31 &6ot c i; ~ .. a e, t ;. ~tt-.... _ 7/16"0 STUD ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 3 gp B.l?kl"'\ L--~vtL 906 Arlington Ave., Suite 101 Berkeley, CA 94707 SHELF BEAM 4-1/211-14 GA. STEP BEAM Tel: (510) 559-1038 Fax: (510) 559-1039 IN SOME CASES, THERE ARE MORE THAN 1 TYPE OF SHELF BEAMS USED. IN SUCH A CASE THE ANALYSIS WILL BE PERFORMED ON THE WEAKEST BEAM. LENGTH= 106.0" MAX. LOAD/SHELF= 1700.0# W = LOAD/ SHELF= 8_02 #/" 2xLENGTH 2 Mcenter = WL 2 = 8.02 X 106.0 = 11,263 II# 8 8 (wit) = 1.000 -0.075 = 12_39 0.075 . Fb =-Fy[0.767 -(2.64/1 000}(w/t)Fy".5] Fb = 26.788 KSI _fb = Mcenter = __,_..,_,..._1_1 _,2_63 __ _ SxxFb 1.14 X 26.788 X 1000 Fb .. - = 0.37 <1.0 THEREFORE O.K. 5wL4 0.162 .. /J,.max=--= 384EI < U180 THEREFORE O.K. CONNECTION Mconn .= Mseismic +. .25Mstatic = 13999 11# +-<--- Mconn = 4 P1 .:-·. P1= 3,500 # Cap. stud = .15x.4x50000 psix1 .33 = 4,ooo # ~ 3,soo # :. o K ~tx-t2-1~t; CA<F .... 3, &6 01t-? 3,9 oo tt- ; . 01'---· Project: Date· Designer: Page: 2 3/4" THICKNES.S = 0.075 FLANGE WIDTH= 1.000 Sx= 1.141 Ix= 2.753 .99-218 I 9/24/99 A.T. t9 R,z.. ,- P1 • f ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (51 0) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 SHELF BEAM 4-1/211-14 GA. STEP BEAM IN SOME CASES, THERE ARE MORE THAN 1 TYPE OF SHELF BEAMS USED. IN SUCH A CASE THE ANALYSIS WILL BE PERFORMED ON THE WEAKEST BEAM. LENGTH= 106.0" MAX. LOAD/SHELF= 1900.0 # W = LOAD/ SHELF = 8.96 #/" 2xLENGTH WL 2 8.96 X 106.0 2 --12,588 II# Mcenter = --=· ------8 8 (w/t) = 1.000 -0.075 = 12_39 0.075 , Fb = Fy[0.767 -(2.64/1 000)(w/t)FyA.5] Fb = 26.788 KSI ~ = rylcenter = -,.........,..__,..1_2_,5_8_8 __ _ Fb SxxFb 1.14 X 26.788 X 1000 = 0.41 <1.0 THEREFORE O.K. 5wL4 0.181 u ~max=--= 384EI < U180 THEREFORE O.K. CONNECTION Mconn = Mseismic + .25Mstatic : 12055 11# < Mconn = 4 P1 :·· P1= 3,014 # Cap. stud = .15x.4x50000 psix1 .33 = 4,000 # ~ 3,014 # :. OK o/ftl j:> ~l;;A~.Li CKF-0~ - Project:. ___ 9.;a..;9·2=1 ____ 8 _ Date.~· ___ 9=/2"-"4/=99=----- Designer: __ """A.,.._.T. __ Page: ___ 1,..../....,4-i--_ ~~' ,- 2 3/4" THICKNESS= 0.075 FLANGE WIDTH= 1.000 Sx = 1.141 Ix= 2.753 P1 --"--EB------ C\I ./ ... 7;1a110 ---EB STUD C\I P1 EB-- ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 - Project: -:-+-t-.;;,icT-LJ,,&.r---,--- Date:_--t_.....~i-f-:::-1-+-- Designer: _ __,~i:.4-..;._ __ Page:_,;..-r---+=>~' µ..I __ _ 11 ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 " TITLEIST AND FOOT JOY WORLDWIDE 2819 Loker Avenue, Carlsbad, CA STORAGE RACKS Structural Calculations Job No. 99-218 SEPTEMBER 24, 1999 This calculation and the structural design concepts it illustrates are the property of Arthur Tan & Associates, Inc. The calculation is an instrument of service provided for use on the specified project identified. Use of this calculation without written consent and participation of Arth sociates, Inc. is prohibited. ~t-1,) PAOFcs& ~~ Hu va ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510} 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 ARTHURTAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 TABLE OF CONTENTS Scope and General Specifications Single Row Units Interconnected Units Project: _____ _ Date: _____ _ Designer: ____ _ Page: _____ _ PAGE 1 2 11 , ,,' , , ,- , ,, ,, , , ,, !-,''-,,"; , I , ' ,, ,, ,, -'· ,, ,,,. " ," , SCOPE ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 ' Project: __ ....,.19=9·=21:...::;.8_ Date: __ ---=9/-=-24=/9'-"-9 _ Designer: __ , -'-"A'-'-.T''--- Page: _____ _ PROVIDE ANALYSIS OF STORAGE RACKS UNDER SEISMIC AND STATIC CONDITIONS. ANALYSIS SHALL BE IN COMPLIANCE WITH THE 1997 SECTION 2222 - 2229 UNIFORM BUILDING CODE REQUIREMENTS. GENERAL SPECIFICATIONS -STEEL STRENGTH Fy = 50 KSI -ANCHORS ICBO APPRV'D TYPE = 1/2"X3-1/2" MIN. EMBEDMENT PER ICBO#4627 TENSION CAPACITY = 875# , SHEAR CAPACITY = 1840# -SLAB THICKNESS = 5" STRENGTH = 2500 psi -SOIL STRENGTH 1000 psf ARTHURTAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Project: __ .....=9c;...9·=21=8 _ Date: __ ---"'9/=24.:.:..:/9=9- Designer: __ """-'· A""""'.T"'--. _ Berkeley, CA 94707 Fax: (510) 559-1039 Page: ___ ·-:z. __ SEISMIC ANALYSIS V = 2.5xCaxlx(wDL + wLUn )/ (1.4 R) n= 1 R (Longitudinal)= 5.6 R (Transverse) = 4.4 V (long)= 2.5 X 0.44 X 1.00 X 1.0 X ( 400 + 6800 / 1 ) / (1.4 X 5.6 ) V= 1,010.2# V (trans)= 2.5 X 0.44 X 1.00 X 1.0 X ( 400 + 6800 / 1 ) / (1.4 X 4.4 ) V = 1,285.7 # Vlong*wihi/ Vtran*wihi/ LEVEL HEIGHT wDL wLL 12 11 10 9 8 7 6 5 4 228.0 100 1700 3 156.0 100 1700 2 81.0 100 1700 . 1 6.0 100 1700 400 6800 ~JS'.~JJ!?P\~1 G<CJJ?~ f-r""J$:,, ,z.-·(Y.;(1"14-5)1-<- = -6-;?j_ --~ µ1t f1Ptl s · "F l-P . w Wihi I,wihi I,wihi 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, 0.0 o.o· , 0.0 0.0 0.0 o.o: 0.0 0.0 1800 410400 489.0 622.4 1800 280800 334.6 425.8 1800 145800 173.7 221.1 1800 10800 12.9 16.4 847800 u f:7.A-'(5 or r,:<1-01c.s,1 117P,tCf s · rµ;. f l,oJCJ ~ '2.-( ¼r;) C: !?14, ?>) t/z =-b.ot 0ss f' t,oJ6] r) r-l . 17 _ ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Mngton Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: {510) 559-1039 LONGITUDINAL ANALYSIS Column = V long total / 2 = 505.1 # DETERMINE COLUMN FORCES Project: __ __,._99 ___ ·2 ..... 1 ___ 8 _ Date-· ----=-9/=24"'""'/9=9- Designer: __ ~A=·~T. __ Page: ___ -=3:;._ __ THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHTBETWEEN BEAMS. Mupper + Mlower = Mconn 'L '+Mconn 'R Mconn 'L '= Mconn 'R :. 2Mcpnn = Mupper+Mlower Mupper + Mlower Mconn = -------2 Mbase = 0 (SEE BASE PLATE ANALYSIS) THE MOST CRITICAL COLUMN SECTION IS 2 Pcol = · 2700 # Mcol = 18700 "# 75 Mupper ) Mconn'R' Mlower BEAM TO COLUMN CONNECTOR COLUMN ANALYSIS Pcol = 2700 # Ix =75.0 ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 Meo! = 18700 "# ly =46.0 (w/t)= 0.750 -0.105 =6.17 0.105 Fb = .60 Fy Fb = 30.000 KSI -· Q= Fb = 1.000 .6F:y kl/rx = 73.2 kVry= 37.5 Cc=~= -io?.O Q Q kVr= 73.2 Fa= .522FyXQ-[(QXFyXkl/r)/1494]A2 Fa= 20.103KSI Fe'= 12n2 = 23(kxlx / rx)2 27.89KSI fa= Pcol = 1,951 psi. fb= Mcol = 13,197 psi. Area ~= 0.10 Fa fb ~~b[1-~]-Fe1 fa -=0,00 Fe' Sy [1-~]= 1.00 Fe' 0.44 COMBINED STRESS _fa+~ Fa Fb ---- = 0.54 Project: __ ~:9_9-_21~8 _ Date_· ---=9/=-24"'-"/9'-'--9_ Designer: __ · """"'A~.T~. _ Page: ___ -+1-- 311 ·L L l l~ r=, --- w3/4" 3x3x12GA./3x1-5/8x14GA. Area= 1.384 FLANGE WIDTH= 0. 750 · THICKNESS = 0. 105 Ix= 2.126 Sx = 1.417 rx = 1.23 ly = 3.052 Sy= 1.094 ry = 1.473 <1.33 THEREFORE!O.K. .. ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tei: (510) 559-1038 Berkeley, CA 94707 · Fax: (51 0) 559-1039 . Project: __ ...:.99:...,-2=--:.1.:..8 _ Date-· ____ g/=24"""'/9.._9_ Designer: __ ,_A.~T. __ Page: __ ----'-: .::;..:7 __ SHELF BEAM 4-1/2"-14 GA. STEP BEAM f69, ~1, ~ 1·tsi. IN SOME CASES, THERE ARE MORE THAN 1 TYPE OF SHELF BEAMS USED. IN SUCH A CASE THE ANALYSIS WILL BE PERFORMED ON THE WEAKEST BEAM. LENGTH = 1 06. 0 " MAX. LOAD/SHELF= 1700.0# W = LOAD/ SHELF= 8_02 #/" · 2xLENGTH 2 Mcenter = WL 2 = 8.02 X 106.0 -11,263 "# 8 8 (w/t) = .1.000 .., 0.075 = 12_39 0.075 Fb = Fy[0.767 -(2.64/1 OOO)(w/t)FyA.5) Fb = 26.788 KSI 1 3/4" 1" ) 2 3/4" l 1 THICKNESS = 0.075 FLANGE WIDTH= 1.000 Sx = 1.141 Ix= 2.753 co --lO ,-- fb Mcenter 11,263 = =-.--.--------Fb SxxFb 1: 14 X 26.788 X 1000 = 0.37 llmax= 5 wL4 = · 0.162 11 384EI <1.0 THEREFORE 0.K. -<--- < U180 THEREFORE O.K. 1·qr?,1 Cr*~~ \Jc:Pf/S\:' Pl[ tJ.r;;'/ ::::-. t(.p ~ /.1? /. i0\,L;. CONNECTION Pl ...,..__ E9 ------ Mconn = Mseismic + .25Mstatic . I = 18948 "# ----rlt?W oil-N ~~ r~--14 ~W-Mconn = 6.7 P1 ·. P1= 2,828 # Cap. stud = .15x.4x50000 psix1 .33 . = 4,ooo# ~ 2,a2a # :. DK C\I C\I P1 --EB _____._ ~Jf,lCllf ~-(,f7&;) (.lt71C,~)( v;9)oo 0 p:1}(!;&3]) -= 31 &Jo* C i_1 6 tJ 9J 1 ,,·. t:i/L. 7/16"0 STUD 3 gp Bt:kt"'\ ~~Ve L ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Berkeley, CA 94707 Tel: (510) 559·1038 Fax: (510) 559-1039 SHELF BEAM 4-1/2"-14 GA. STEP BEAM IN SOME CASES, THERE ARE MORE THAN 1 TYPE OF SHELF BEAMS USED. IN SUCH A CASE THE ANALYSIS WILL BE PERFORMED ON THE WEAKEST BEAM. LENGTH= 106.0" MAX. LOAD/SHELF= 1700.0 # W =· LOAD/ SHELF = 8_02 #/" 2xLENGTH WL 2 8.02 X 106.0 2 __ 11,263 "# Mcenter = --= ------8 8 (w/t) = 1.000 -0.075 = 12 _39 0.075 Fb = Fy[0.767 -(2.64/1 000)(w/t)Fy".5] Fb = ·26.788 KSI fb Mcenter 11,263 -= =-.--,-.--------Sx x Fb 1 · 14 X 26. 788 X 1000 Fb = 0.37 <1.0 THEREFORE O.K. 5wL 4 0.162" 6.max=--= 384EI CONNECTION Mconn = Mseismic + .25Mstatic = 13999 11# Mconn = 4 P1 P1= 3,500 # < U180 THEREFORE O.K. Project: __ -"'. 9 ___ 9·2=1=-8 _ Date_· --~'9=/2~4=/9"'-9 _ Designer: __ -'--"A • ...:..:.T. __ Page: ___ {,? __ _ }. 1 3/4" 1" J co ---LO ,... [ 2 3/4" l 1 1 THICKNESS = 0.075 FLANGE WIDTH = 1.000 Sx = 1.141 Ix= 2.753 P1 ---EB-·--- Cap. stud = .15x.4x50000 psix1 .33 ____ P1 = 4,ooo # ~ s,soo # :. oK ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 TRANSVERSE ANALYSIS: BRACING Vdiag == 1,743 # kVrmin= 147.69 Cc= (2TIAE/Fy)A.5 = 107.00 Fa = 12flA2E/[23(kl/r)A2] Fa (ksi)= 6.964 fa/Fa= 0.87 Project: __ .........=99'-'·2::...:.1-=-8- Date~· ___ 9=/2=4~/9~9- Designer: __ ~A-.T-·-- Page: _____ _ / 46 t= ,0747 II Area = .288 "A2 rmin = .404 11 ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Berkeley, CA 94707 Tel: (510) 559-1038 Fax: (510) 559-1039 OVERTURNING ANALYSIS CASE 1: FULLY LOADED LEVEL SHEAR (V) HEIGHT Vihi 12 0.0 0 11 0.0 0 10 0.0 0 9 0.0 0 8 0.0 0 7 0.0 0 6 0.0 0 5 0.0 0 4 622.4 228..0 141,904 3 425.8 156.0 66,431 2 221.1 81.0 17,910 1 16.4 . 6.0 98 Movertuming = 226,343 1.,15*Movertuming = 260,294 Mstabilizing = 158,400 P uplift= (1.15Mot-Mst)/Frame Depth= 2316 Shear/Allow+ Tension/Allow= 0.75 CASE 2: TOP SHELF LOADED V TOP SHELF= 321.4 1.1 S*Moverturning = 84,279 Mstabilizating = 46,200 Puplift = 865 Shear/Allow+ Tension/Allow= 0.27 Project: __ .....:9=-9·-=-21=8- Date: __ --=9/=24""""'/9,.___9_ Designer: __ -'-A-.T~. _ Page: ___ ..:....::h __ ANCHOR TYPE 1/2"X3-1/2" MIN. EMBEDMENT PER ICBO#4627 # OF ANCHORS/BASE PLATE 4 SHEAR CAPACITY 1840# TENSION CAPACITY 875# FRAME DEPTH 44 ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 description GRAVITY + SEISMIC LOAD Section 3x3 f'c 2.5 cone pad OYES @NO Fy 36 A2 A 11 0.00 A12 5.44 A13 13.875 A1 13.88 SQUARE ROOT OF A1 3.72 E N 8 A1 DIVIDED BY N 1.73 LO B 8 0) fp actual 0.15 Fp allow 0 E Pmax 9.52 Project: __ ~9_9--2~18~- Date·~ __ _.,9=/2::..:4.:..:/9=9- Designer: __ ----'A""'J __ Page: _____ ,_4 __ _ bf 4.625 d 3 I C z small m 2.575 small n 2.15 'n' I '.Sbf' I 1 i 'n' lamda n prime 0.93 C 2.575 thickness 0.331 NOTE: PROVIDE 8x8x3/8" thk. PLATE ARTHUR TAN & ASSOCIATES Consulting Engineers, Inc. 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA 94707 Fax: (510) 559-1039 SLAB AND SOIL a) PUNCTURE Pmax= 9,516 # Fv = 2-Jfc.= 100.0 psi. 2 Shear Area= 2t(B+D) = 160.00 in. ~ = Pmax = 0_59 Fv AreaxFv b) SLAB TENSION Asoil = Pmax = 7.15 ft. 2 1.33fsoil 2 = 1,030.3 in. L = -JAsoil = ~2-10 11 B=-JBxD+t= 13.00 II I= L-8 = 9.55 II 2 1 33wl2 421.1 "# Mconc = · = 2 1xt2·' Scone=--= 6 3 4.17 in. <=1.33 THEREFORE O.K. Fbending = 1. 6-Jf' c = 80.00 psi. fb Mconc -= = 1.26 <=1.33 THEREFORE O.K. Fb Scone x Fbending Project: __ ~99~-2=1_8_ Date·~ __ ......::.:.9/=-24.:.:.:/9=9- Designer: __ __.A..,_,.-'-'T. __ Page: ___ ..... lc.::;O'--_ }-B--} t L----- BASE PLATE WIDTH= 8.00 11 DEPTH= 8.00 11 CONCRETE THICKNESS= 5" STRENGTH = 2500 psi SOIL STRENGTH = 1000 psf .. -, . -_: ·_:_··~·._>_:,_:_;'::_ .. r_~::-~l:··-~:J·'_I __ ~.':···.~_:::_.:::":·-·_:_-.·,/i. __ -.j,.,~., .. ~--,_._··,:_·_ •. '.:·,-_i_:_:_,_~_;:_._:_:_:,:_;_·.--,-··-•·:, __ -_:-~_-·.·:_··. _· ___ -... _:._·::_·-.:':.:_ :<".: ~· __ -'. ._-.. --'· __ · ::-,,t __ :.~ ·_-_<_~ --,-,.~···/ icf. :{f 1f;:¥~f ~ . ,·_:-t<. --~ . :_ -· ·_ :··ttJtiQ'. ''.'~:;:··~(ti ;;.;f .. ABT~~JfJ ~N-~~-!~-~~-8-SQ9J~T~l:S ___ . -~-__ _ __ . _Project: __ .·--:9=9·-=·21 ___ a_·· ·_ Consulting ·Engineers, Inc., · ·· .oate· I;,9i24/99 -r;:· ~.,.. ~· · , ·' =-· Designer:_·_·. ___ -.·J_·'A""'":T._. ·- 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 • 1·11 Berkeley, CA 94707 Fax: (510) 559-1039 Page:. __ ----;.~ •. --,,. ! . .. I • I . ' SEISMIC ANALYSIS V = 2.5xCaxlx(wDL + wLUn )/ (1.4 R) n= 2 R (Longitudinal) = 5. 6 R (Transverse)= 4.4 V (long)= 2.5 X 0.44 X 1.00 X 1.0 X ( 400 + 7600 / 2 ) I (1.4 X 5.6 ) V = 589.3 # V (trans)= 2.5 X 0.44 X 1.00 X 1.0 X ( 400 + 7600 / 2 ) I (1.4 X 4.4 ) . V = 750.0 # Vlong*wihi/ Vtran*wihi/ LEVEL HEIGHT wDL wLL w Wihi Iwihi Iwihi 12 0.0 0.0. 11 0.0 0.0 10 0.0 0.0: 9 0.0 0.0/ 8 0.0 0.0 7 ' 0.0 0.0 6 0.0 0.0 5 0.0 0.0 4 228.0 100 1900 2000 456000 285.3 363.1 3 156.0 100 1900 2000 312000 195.2 248.4 2 81.0 100 1900 2000 162000 101.3 129.0 . 1 6.0 100 1900 2000 12000 7.5 9.6 400 7600 · 942000 f01. z) - ·-, • • • C •• :;· • ·.Ct:1~1v;rt~"t:Ci·'> r/"'f:. 'fr' '. ,..,.... _________ -:, -:ARTHUR TAN & .Assoc11ime"s: ·~\~·, . : '_; -· ··.; · · 99-218. --·,:,-•. -_ r,-~..., _, . . . , _ · Project __ ___,=-='-'--=-- --Consulting .Engineers, .Inc. .:..:;. . .t_{j_~,:;,_ __ ;:,_ ______ ·_.: .Date· 9/24/99 · · ~,, ·" -·· • Designer. '·A.T. 906MngtonAve.,Suite101 Tel: (510)·559:--1038 Page: : j 1,; Berkeley, CA 94707 Fax: (510) 551}-1039 · ,_, 'i:,:-: .. ~:· -, ~ '• .- LONGITUDINAL ANALYSIS Column = V long total / 2 = 294.6 # DETERMINE COLUMN FORCES THE ANALYSIS IS BASED ON THE PORTAL METHOD, WITH THE POINT OF CONTRA FLEXURE OF THE COLUMNS ASSUMED AT MID-HEIGHTBETWEEN BEAMS. Mupper + Mlower = Mconn 'L '+Mconn R Mconn 'L'= Mconn R :. 2Mconn = Mupper+Mlower Mupper + Mlower Mconn =------- 2 Mbase = O (SEE BASE PLATE ANALYSIS) Sec Ht. Pcol Mcol Mconn 7 8 9 1 o: ! 0.0 0 THE MOST CRITICAL COLUMN SECTION IS 2 Peal= 3000 # Mcol = 1 0908 "# 75 2 Mupper Mconn·~ ( Mlower BEAM TO COL CONN. ) Mconn'R' BEAM TO COLUMN CONNECTOR ':,:ir , :,., ·: •,· C • i. . . ·. ,·::h~. -·,;;.;~lS11:t,::t1·:i·: -··. :·:-_ ': : -.:....-.---------~ :~1 ~RTHU~ TAN; ~& ASSOCIATES ~,,;~;;t:cohsi:.llting"Engineers,-lnc. ·· --·-· -- ~ . :, · ·906Ar!lngtpnAve., Suite 101 Tel: (510) 559-1038 _ Berkeley, CA 94707 · Fax: (510) 559-1039 COLUMN ANALYSIS Pcol = · 3000 # Ix =75.0 Mcol = 10908 "# ly =46.0 (wit)= 0.105 -0.075 -=0.40 0.075 Fb = .60 Fy Fb = 30.000 KSI Q = Fb = 1.000 .6Fy kl/rx = 72.1 kl/ry = 48.0 Cc=~= 107.0 Q Q _. kllr= 72.1 Fa = .522FyXQ-[(QXFyXkl/r)/1494Y,2 Fa= 20.284 KSI Fe'= 12~2 = 23 (kxlx / rx )2 28.76KSI fa= Pcol =· 3,492 psi. fb= Mcol = 11,921 psi. Area fa -=0,12 Fe'- Sy [1-~]= 0.88 Fe' fb -=------= -0 .45 Fb[1 fa] - COMBINED STRESS _fa+~ Fa Fb Fe'] = 0.62 . ':tfi_?1"t.'1<< :\;i ' ~ Or. -.;.·~ -.-·' ·, • ::: Project:_· __ =:99"'-'·2::..:1.::.8 _ ··-·--~--,.Date_· _-_.-__ -_,,9:.(,,e/2:,;;,;41...,.9><-9 _ Designer:, ____ , A,._,, • ..:..:T. __ Page: ___ 4,j ..... 3 __ r I r==,·--- 311 L J~ w 3/4" 3x3x12GA. Area= .859 FLANGE WIDTH = 0.105 THICKNESS= 0.075 Ix= 1.373 ly = 1.164 Sx= .915 S_y= .752 rx = 1.249 ry= 1.15 ·-----------·--- <1.33 THEREFORE ·o.K. ' :., ·- SHELF BEAM 4-i/2"-14 GA. STEP BEAM IN SOME CASES, THERE ARE MORE THAN 1 TYPE OF SHELF BEAMS USED. IN SUCH A CASE THE ANALYSIS WILL BE PERFORMED ON THE WEAKEST BEAM. LENGTH= 106.0 11 MAX. LOAD/SHELF= 1900.0 # W = LOAD/ SHELF = 8.96 #/" 2xLENGTH WL 2 8.96 X i 06.0 2= ; 2,588 "# Mcenter = --= ------8 8 (wit)-= i.000.-0.075 =i 2.39 0.075 Fb =-Fy[0.767 -(2.64/i 000)(w/t)Fy1'.5] Fb = 26.788 KSI fb Mcenter 12,588 = =-,-...,...,.~------Fb SxxFb i .14 X 26.788 X 1000 = 0.41 0,181 II <1.0 THEREFORE 0.K. -5wL4 Llmax=--= 384EI < U180 THEREFORE O.K. CONNECTION ' . Mconn = Mseismic + .25Mstatic = 12055 11# < Mconn = 4 Pi Pi= 3,014 # Cap. stu_d =. i 5x.4x50000 psixi .33 = 4,ooo #;:::; 3,014 # .-. OK ' s71J t7 _f?l;,A~.-lJcl CA f1-D~ -· ~t~ ~112-G~5 ov. > 1 3/4" 1" > I I I co ---LO r- 2 3/4" l 1 THICKNESS = 0.075 FLANGE WIDTH= 1.000 Sx = 1.141 Ix= 2.753 P1 EB-- C\I 7/16110 -"----EB~ STUD C\I P1 .. :·· · }:swfI'"?. ':;·;i·i{:~. ~f> .. . .· .-ARTHUR IAN:<& :ASSOCIATES ,tl~ cionsu1t1ng:eng1neers;~tnc. -. --· ---~. ' , , , _... , ·/I 906 Arlington Ave., Suite 101 Tel: (510) 559-1038 Berkeley, CA.94707 , Fax: (510) 559-1039 TRANSVERSE ANALYSIS: BRACING Vdiag = 1,017 # kVrrnin = 1-4 7. 69 Cc = (2IlAE/Fy)A.5 = ·107.00 Fa = 12ITA2E/[23(kl/r)A2] Fa (ksi)= 6.964 fa/Fa= 0.51 J)·ttii;ytf :;; ; 1 :~ ·,;: · ·. '-;.,~ -'}:,.1' " . , , :Prqject:_~--=:9=9·-=2_,_,18....__ · · -'· ·---:--:~_:::_:Date,_:._. _. _··-_. __,9~i2:::;;;4=/9~9- :, . ~ Designer: ___ i_._.,A.,__,.T..,_. __ Page: ___ _,_1=5' __ / 1 1/211 ~ Ri t= ,0747 II Area= .288 "A2 rmin= .404 11 46 '. ,;;:.,. '• -~...,,~,, .~·j' ·,· ,... -:. ' ,, 'J-V ' • ,•t: .,1-, --~,!-~-- ,',~ ~ .. OVERTURNING ANALYSIS CASE 1: FULLY LOADED LEVEL SHEAR (V) 12 0.0 1 1 0.0 10 0.0 9 0.0 8 0.0 7 0.0 6 0.0 5 0.0 4 363.1 - HEIGHT Vihi 0 0 0 O· 0 0 0 0 228.0 82,777 3 248.4 156.0 38,752 2 129.0 81.0 10,447 1 9.6 , 6.0 57 Movertuming = 132,033 1.15*Movertuming = 151,838 Mstabilizing = 176,000 P uplift= (1. 15Mot-Mst)/Frame Depth = O Shear/Allow+ Tension/Allow= 0.10 CASE 2: TOP SHELF LOADED V TOP SHELF = 187 .5 1 .15*Moverturnin·g = 49, 163 Mstabilizating = 50,600 Puplift = 0 Shear/Allow+ Tension/Allow= 0.03 ANCHOR TYPE 1/211X3-1/211 MIN. EMBEDMENT PER ICBO#4627 # OF ANCHORS/BASE PLATE 2 SHEAR CAPACITY 1840# TENSION CAPACITY 875# FRAME DEPTH 44 · ·-.. i · ?~-:-;:, --~ ·: .. :i81i}~f ,!f~lJ~;,:}?::: . , ., .. : ,_;,~ -/ :_· -·, .}){ · ·. , ·'. --· · · ·, ,. !'-·~; __ ,, ~·~·-'"::., J. < • ,: ~ • ):.1 • • # 't, • • ... ~ _ 4 · ,. ~\ARTHUR TAN: .& ASSOCIATES . · ~ ... ": donsuifln_g·.endi~eers, i11c. _,.. _ _..._--:-'-~----''"'·-------,--• 906 Arlington Ave., Suite 101 Tel: {51 0) 559-1038 Berkeley, CA 94707 . · Fax: {510) 559-1039 description GRAVITY+ SEISMIC LOAD Section 3x3 f'c 2.5 cone pad OYES ®NO Fy 36 A2 A 11 0.00 A12 4.26 A13 9 A1 9.00 SQUARE ROOT OF A1 3.00 :E N 7 A1 DIVIDED BY N 1.29 "O I.[) B 4 ~ - fp actual 0.27 Fp allow 0 -E Pmax 7.45 bf 3 C small m 2.075 small n .8 'n' I '.8bf' I 1 1 lamda n prime 0.75 C 2.075 thickness 0.357 NOTE: PROVIDE 7x4x3/8" thk. PLATE d 3 z 'n' ' .·., ' ·~ ' . . ! .. . -. ' ' _ _.};it:f!::;\\ir·>:::·t;t::·\~:: ·-··\. ~·; ... -:·'/_:;: ARTHUAi:rAN .& tASSOCIATES . ConsJt~lrjg'.Er:t,gineers; Irie. .. : -· --# .. :~ ... ~-t~---·r·,--:. -----+<-~-...:::... ----------_..._ -& 7 · 906Arfington.Ave., Sulte'101 · Tel: (510) 559-1038 Berkeley, CA·94707 . Fax: (510) 559-1039 SLAB AND SOIL a)PUNCTURE Pmax= 7,451 # Fv = 2-{fc = 100.0 psi. 2 Shear Area= 2t(B+D) = 110.00 in. ~ = Pmax = 0_68 Fv AreaxFv b) SLAB TENSION Asoil= Pmax = 5.60 tt.2 1. 33fsoil 2 = 806.7 in. L = -J Asoil = .?8.40 11 B=-JBxD +t = I= L-B = 2 Mconc = 1. 33 wl2 = 2 1xt2 Scone=--= 6 10,29 II 9.06 II 378,7 11# 3 4.17 in.:· <=·1.33 THEREFORE 0.K. _Fbending = 1. 6-Jt' c = 80.00 psi. _·fb· = Mconc = 1 _ 14 <=1.33 THEREFORE O.K. Fb Scone x Fbending . ,; '',ilf_l_f_;~l;'ft:·;~. \. '~~~J11 ~ -' ~ , .. -. Project: · · : 99~218 Date· · · 9/24/99 DesigAer: _._ ~~--~, AT:. Page: j If, · -· · ·:,:o:r~-~-::-~:r ·· .... _:_·<·t, -.-... I·:-.-~ 1 1k B---+-+ L--'-------' BASE PLATE WIDTH= 7 .00!11 I DEPTH= 4.001 11 I I CONCRETE THICKNESS= 5" · STRENGTH = 2500 psi SOIL STRENGTH = i 000; psf GCI> !GI, !i ,., , UGI ,.o,,. il m, )..ii!i Mil\., ... u;nm:.;, ,Q.\4,f{.j .4Yll\\ij1JU.(il.Ft(:$1tA.Sl!l.:;eW>PQ-MS',C'W,i!,M.). • • ~ ~.: ·-· ,_ .. _,,"'.'.(J~t::;i:··:·,;: ,; -:( , :~j ""~ .. , . ., ,. ..... , .~ .. ,, ··~ . ..... . :_: ·';.:.;;l,-t.~_-.. ,-:: .... '.:£'!t""'t•;.1-~:_0 _____________ 2~927 in , ... -u~ 1-t',1 ~i.~~f~ -:·."'• ., ' . -•: ~SW C vl'/4c,\ 11 = (I , Jo tt1) ( 1 °, 0"" \"51 ) { I . ii< J.. r_'t' I 1 .,.,.... b~· . ··. ;· .. · -. . . ::-'·5" ~ Q;~ J ;; r. . .,., _1'. ~ •. . · .... ·· .. '-· . ' ---~.' : Grouo: Section: • •, o • ' C :;." ,j' ·1 I Property I Value Weight ' 4.31;629 L----··-··-~-___ , ___ Area I 1.2Q586 --Ix ' 3.44.957 ly 1 1.62430 ---· I· ----·-·····-~-.. ~-~ J l 0.01'.28 2 E ! 29500.0~000 G ! 11346.1 $376 Sxt ; 1.40220 Sxb 1.55623 Syl 1.20788 Syr ' 1.0?673 ! 1 .. 65,078 rx ' ry I --1.13277 lxc i 3.44:957 lye ' 1.6?430 lxyc 1 -0.3$;476 : ----11 3.5i!610 12 ; 1.55,777 0 i -45.oo:ooo ' XC ! -0.0l;l'O00 ye ! 0.0(;)000 D i 4.67;675 . : B xi X r : -----· yt : yb ' 2.92676 -1.34·475 1.5$,201 2.46.012 -2.21663 ,· ,, ;: I! : i ii I! , I i I Units I b/f t --in 2 in4 in4 in4 ksi ksi in3 in3 in3 -- in3 in in inr-·-- in 4 in4 in4 _____ in4 deg in- in in in in in in: in " ' ,. .. -. · .... . . ? , .. ~ ,J •' • '' ' _.:_., _ _:: - lr; c .. ,·:c, ,' ~ , ~,;',_-;;~.;,.. . : ' ·?.! ~ -. -:-~fr:~:;._: { -~ . - ''• r : ... '' -!/, -,. .. ' -l .. i ' I . ~ ' .. -'· ,· ... . Light-Gauge·:' .. :~-,~-- .... .-~ ______ ....:._ _ _.::2.927 in _________ ___.~ 'A' :: µriw '~Ol1 \ =(::, 1 o lJ ~)( Jo, o" o• f,DCl,3E) ?-. ? f. .. 9 . --~· ... , .. ·'· ... I -l?18L3 'i. _, .. _.,, ... ~ .. • ~f Property I Value , Units f--W_e'-"ig~h.:.....t --·----··------2. 222 49 I b /ft ,__A_r_e.;_a ________ o.:..:. 6~5:1:8:o:==~in~2~~=~ f----'-1-'-'x __ ··--___ .=..o :.:· 9:....:4:..:8:..:::5:..:::0-l-~in_4 1--__ J..y __ -· . 1 .24948 in4 --J ···· ---···o~·o-01_ss ____ iri4 ···•· ·· E 29499.99691 ksi 1-_G ___ • 11346.15376 ksi ··- 0.3$954 in3 Sxt Sxb 0.4;}062 in3 Syl 1.0~587 in3 Syr 0.7~350 in3 r x 1 .20632 in _____ £J_ ___ .... ; ... __ . ··-_______ 1 . 38455 in -- lxe · 0.9~850,__ in 4 lye ' 1.24948 in4 1--1~~ . I •0,3i5755 in 4 11 1--·· · --1.48692 in4 ·-· ~-. 12 i 0.7~106 in4 0 l -45.0Q00O deg Xe j 0.00000 in ye ! 0.00000 in D .1 •• -----··· 4.50000 . in B 2.92676 in M- xi : -1.15068 in - X r 1.77608 in .---, ... -, yt I 2.56674 in - yb ! -1.93326 in ! ' ' ,, ;; :, I; I " j, ,: ii I I ,, i . ; . ..~· ... . ' ·. · .II) K L E f Ki F E L D E R ( ,. . PROJ!;CT N"1#.~rft'-1ff:H.~~----'- PROJECT_Loo1 i:1S:TAL Ti=a+ --· Rl:YIEW!O s~~~--_s.;...-1-1 SIJBJECT$NAPlo7"K PrN T1;SJ;:EP W1-ra_f 10,5'6* LOA2 :a'l'\lr-,~4-P-':W-1-&l:1-~-I.JI 1• 1 U• • • •tt I I • ol O I \ •• •• • II O I • I . . TE'tiTSO.-'e>Y: lc,Dl: Mt;TAt-"T°SCH' v1.rnn~:::6E.b BYt RU.DY WurzKs -J. r+. kLElNr!L~ER t. .. ,.""-oc M(/'--l ~ Cl,,,v~~1 ~i{~ Cryjf-o -- 0 , SAN DIEGO REGIONALtfaMI/· ;<.-eloc.Jt~ Fj'-t) /V\. ~ ),'J s s i:.:1 _ HAZARDOUS MATERIALS QUESTIONNAIRE .1anagemem Division -....... - • "7 ,.,. ~- A11'111l111Clllamn:T ~!1'IT'I' '" S..AI DlflO l1i e..,s-r Acushnet Company· Go/ ntact ?erson Telopl'lone Luis Cardenas (760) 431-1037 City Stoto Zii:, ,:,ll!>n i=ile.f 2819 Loker Ave East Carlsbad CA 92008 S::l: . .;.:i:iress City State ZiJj ?ian FiiU' 2819 Loker Ave East Carlsbad CA 92008 9, '3(o51 · ~;:;":" ,: J:I~: DEPAFfiMENi. HAZAl=\C>OUS MATERIALS MANAGEM!:NT DIVISION: OCCUPANCY CLASSIFICA.i'ION ,~,cate tiy c:ireling tM-o 1~om, who~hor your busil'le$$ will use, process. or $tore eny of the following nazerdous moumals. If er,y of the ,,,,-ms are ~.zte:::, applicant must eontaet the Hre Prot(leticm Agor>1:y with jurisdic::tion prior to l:)lon submittlll. '.. ;;l:.;:>l~sive or Blasting A~ents @. Fl!!!mmable Solids 7. Pyrophorics lO. Cryo91,n,ies 13. Corrosives 0. Compressea Gases 5. Orgonie ?oroxidos S. Unstablo Fitu:1i::tivo:1: 11. Highly Toxie or Toxic:: M1mmals 14, Other Health !-la:z:3ro O· ria:-nmabte or Combustible Llquids 6. Oxidizers $. WilttJr Roai::tivos 12. R~ioactives . !..K7 ::: ~OUNTY OF SAN 01eGO HEAL TH DEPARTMENT -HAZARDOUS MATERIALS MANAGEMENT DIVISION: · JNT!t~GENCY ?!.AN REVIEW: OFFICE L!S~ ON : · ine-;ariswer to 1;1ny of tho Qu&s:tions is yes, applicsnt must contact th-a County of S~n Oler;10 l-lozardou.s Matcri111!s Man.egement ~,v!s,on, 12~5 lmperi~I Avenuo. 3rd Floor, S~n Diego, CA 921 SG-5.26i. Telephone (SiS) 3;.18-2222 i:irior to tho issuance of a D RM?P Exem1:1· ..:i:a1ng ~erm1t~ ,-... t ~ ~ ·CJ =~ "2£. :.. r--: .. ,_. ~ o:-'-"' ~ --=> g_~·-2..-z-n No, X ts your business listod on tho rovorsi, sids ol' this form? . Will your business dh~poso of Mei.c,,rd,:1us Substance:11; or M&dic:Bl waste in any amount? Wilt yout l:ltJ$incss store or handle Ha:.11rdous S1.1bstoneos in ci1.1er1titiH ociuol to or greator than 55 gellons,. 500 p1;11.n•1d$., 200 cubic feet or carcinogen$ireproductive toxins in env Quantity? X Will your businM$ U$& an exiiitino ot install an underground stor11ge tank? Fi[G i.D .. ·i;l-·iJv t2:;}J X Will yo1.1r b1.1$inO:ll$ :lltoro or h.andle Acutely Ha:i:ardous Materialii? ':¼•H '.A./::7 iii: $AN :>!EGO COUNTY AIR POt.lUTION CONTROL OISTF:ICT Do,e lniti1;1l~ 0 RMF'P Reqviri , I Doto lni~i~l~ 0 RM?i:' Complcl , · :~e M\swet to any of the questions is yes. applicant m1J$t contoct the Air Pollution Control District. 9, SO Chesei:>e.ei<e Orive. S,m Diego, CA 92 n -,,1~:;~one ($1 Si 634--3307 prior to th111 issuance of a building pol'!Tlit. v:,s ~(°' • . CZ: Will the intoridod occupant in1nall or use any of the eq1.1ipm.,nt listed on tho Li~ting of Air Pollution Control District Pc,rrni~ Categories. on 1 revi,-rsc side of this form? : . D ~ !ANSWER ONLY IF QUESTION 1 IS YES.) Will the subioct fecilitv be loeatod within 1,000 teat of the outer boundary of e school CK throu 1 2! as iisted in the eurront Oiroetory of School and Community College OistrieU, pvblishod by tho San Diego County Office at Education ! 11'11; ,;;1,1rtont California Privato School Oiroetory, i::o!'!'lt)ilod in accordance with provi~on,s of Edwcation Codi' Section 331 S01 ::Cet:·1 aescnoc n~~ure OT u·1c,1ntoncioa ,riusmess aot1v,ty: ---~G-olf Club Manufacturinq.-=-a~n~d;;.....;W~a~r=e~h~o~,u~s~~~-n;;..,;;;2 ___________ ~-------- .-:;,.,.,e of Owner or Authorized Agent: John Worster, Vice President of Operations of perjury th-lit to tno best of my k:nowl"dgc and belief the respons _,,,__ z Date: ___ .,._._~-/--""--,,,,_ __ _ ·:"'.~ '.;:;;PA.P.TMENT OCCUPANCY CUSS!RCATION: ___________________ ~--------------- a ..-._-__ ~---~--------------~-----------------D~tc: ________________ _ ,~:. •• 's:. •'. \ •"' ·'• .. ' ;_, .. . . , I I ............ I·-;· .. ....;iv:r=:.iu Hcattll. Scrv~ . " -. iM-9 l7 l (6/rJ7,) I COUNTY•HMMD / / CB993651 2819 LOKER AV EAST CBAO TITLEIST FOOT JOY Tl COMM Lot#· WWSKI PHILIP lo/ 1,i( f 1 C.l..M c.lT"'( e /FC. I o/.----,-~-su1LD1NG i:1*~ ~~N;t~:IN(3 ' c,z < FIREAPPRIFORM 777 HEALTH DEPT ?fi',j..;j3/'J HAZ MAT/ AIR QUN. ----OTHi:R SEWER OISIR ____ 3LDGG:<AOINGl.m1:R TO APPLICA!~T ri::.011:1 APPLICANT :::::::=i======== PLAN CORR -----1-----ENGCORR _________ SCHOOL FORM ::::::::t========~~ :i~RKSHEET ~----'-----llLDG FEES COMPLEiE '-------------------------------------