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Home My WebLink About2762 LOKER AVE W; ; CB044287; Permit, ' City of Carlsbad 12-27-2004 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB044287 Building Inspection Request Line (760} 602-2725 Job Address: 2762 LOKER AV WEST CBAD Permit Type: Tl Sub Type: COMM 0 NEW Parcel No: 2090810900 Lot#: Status: Valuation: $5,000.00 Construction Type: Applied: Occupancy Group: Reference #: Entered By: Project Title: ASMTEK INSTALL RELOCATING EXISTING PALLET RACKS Applicant: ATLAS EQUIPMENT CO. SUITE E 5360 EASTG~ TE MALL 92121 858-455-5800 Building Permit Add'I Building Permit Fee Plan Check Add'! Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $61.19 $0.0Q $39.77 $0.00 $0.00 $1.05 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: CARLSBAD OAKS NO 1 L P C/O JEFFREY C HAMANN 475 W BRADLEY AVE EL CAJON CA 92020 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOT AL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES Total Fees: $102.01 Total Payments To Date: $39.77 Balance Due: ISSUED 11/29/2004 SB 12/23/2004 12/27/2004 $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 $102.01 $62.24 8336 12/27/04 0002 01 02 ~::GF:t 62 ~ 24 Clearance: ------ NOTICE: Please a e N Tl that approval of your project includes the" mpositi " of le s, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this per it was is ued to rotest 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 lees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE similar to this or as to which the statute of limitations has reviousl otherwise ex ired. FOR OFFICE USE~ Y t./ S PLAN CHECK NO. o,·~ lf 2-7 :'t PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 EST. VAL. 51?°C>..-- Plan Ck. Depos~ ""3. 9. 7 7 ,-- ~;:rtt?Jhino2 o, ,r, . • -PRO.JEC'.f INFORMATION ~:aJ .. ,ri ><' 3f377 Lot No. Subdivision Name/Number Unit No. Phase No. Total# of units ocr ·r,u!<:r #. .?/--IC ul-"r z. MA:e 112..P? DescriptionofWork SQ. FT/ #of stories of Bed ms #of Bathrooms (-100 /°! 8flXJ fl-JI.L.£< Pick.. d-R..i::.<o/.lf{Cv~t::. .2.o 1£N-rl/lc ./I/Jj.../ ft)¼:t', ~ Name Address City State/Zip Telephone# Fax# ~APPUCAJ,IT ~~rJlracl.Jtt.....~ CLAgel'!tfoteont~~ 0 ·0wner.~~---~CJ~Auen-. tfo.~rOMl==er~-~-------~--- Name Address City State/Zip Telephone# ~ P~RTY9,__WNEJt,,_ ___ ---' ________ _.,.__......._ _ ___,~------~-----=:J Astl1'[c!-s 2.762-L,cifi'5e-.. ,gv.!"-lvt£K". (A(:{(,(JUJD C4-Cf:2r}o,? 71[0 -93/J ... 331£ Name Address City State/Zip Telephone De:.igner Name Address City State/Zip Telephone# State Ucense # ______ _ ~WO~SCOMPE""'_NSA=~'-n--o:N~==:=:~===:===:.=:==:====::=::=:=:=:=:============-------_--_--_-_-_-_-_-_-_-_-= Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certiicate of c:onsent to sef-insure for mrkers' compensation as provided by Section 3700 or the Labor Code, for the pelformance of the work . for Which this permit is tssued . . X: I have and virill mailtain worker's compensation, as required by Section 3700 of the labor Code, for the perfonnance of the work for vmich this permit is issued. My v«>rker's compensation insurance carrier and policy number are: /' C--/::--o. 1A/\:: '- Insurance Company • .s~ f':V/..{o PolicyNo. -~f;Ly_4_'q_6 -0'{' ExpirationDate LY.:J!S.CH Oo (THIS SECTION NEeD NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100J OR LESS) a CERTIFICATE OF EXEMPTION: I certify that in the performance or the work for which this pennit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of C8liti la. WARNING: Fal • corq,ensatlon co Is unlawful, and shaft subjec;t an erqiloyer to criminal penalties and cMI fines up to z bundllld thousand &i:::"~-~_:_...._,... -· ...... _. .... -.-............. --:.~:,'l5.,yr { ~ · OWNEJWlUlµ,ER· CLA~TIO . . ~ -~ ~ : I hereby affirm that I exempt from the Contractor's License Law for the following reason: a I, as owner oft e property or my employees wilh wages as their sole compensation, will d the wolk and the sbucture is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's Li;:ense Law does not apply to an owner of properly who builds or imp~ thereon, and who does such WOik 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 wiD have the burden of proving that he did not build or improve for the purpose of sale). C I, as owner of the property, am exclusively contracting with licensed contracton; to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of propelfy v.4to bulds or lmplOVes thereon, and contracts for such projects with c:ontractor(s) licensed pursuant to the Contraclor's Ucense Law). Cl I am exempt under Section _______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for c:onstruclion of the proposed property improvement. O YES Cl NO 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/ phone number/ conlractois license number): 4. I plan to provide portions of the v.ork, but I have hired the following person to coordinate, supervise and provide the majormrk (include name/ address/ phone number/ /ontract01Slicensenumber): --------------------------------------6, I will provide some of the v.ork, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ ph~ number/ type of work): ' \' ..,·PERMIT Af:)PLICATION .\ ' CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of2 ~EcfletfF'OffNQ1Ha~f.BUIIJ)ING·PERrilTSONLY ! Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sectlons25505,25533or25534ofthePresley-TannerHal.ardousSubslanceAc:countAc:I? DYES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air .quality management dlslrict? 0 YES O NO Is the facility to be com;tructed within 1,000 feet of the outer boundaty of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL. DISTRICT. ~CONS'iROcfiON U:NDING AGE CY I hereby affirm that there ls a construction lending agency for the performance of the work for which this pennlt ls issued (Sec. 3097(0 Civil Code). LENDER'S NAME________________ LENDER'S ADDRESS ________________ _ [!, ' APPU~J!lgE- I certify that I have mad applicatlon and state that the above lnf,;,rmation Is correct and that the infonnation on the plans Is accurate. I agree to comply with an City ordinances and State laws relating to building conslruction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property forinspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID C,ITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA pennit Is required for excavations of 5'0" daep and demolitlon or conslrucllon of structures over3 stories in height. EXPIRATION: Every pennit issued by the buRding Official under the provisions of this Code shall explm by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or ii' the building or work authorized by such pennlt Is suspended or abandoned at any time after the work ls commenced fora pe~ of 180 (Section 106.4.4 rm Building Code). APPUCANT'SSIGNATURE _--,-,,,:,........,_-,-,...,..+--ii-;_-11-------------DATE __ i-41 /_Z;---:.:f-1-~-0-4'('-------- City of Carlsbad Bldg Inspection Request For: 12/30/2004 Permit# CB044287 Title: ASMTEK INSTALL RELOCATING Description: EXISTING PALLET RACKS Type: Tl Sub Type: COMM Job Address: 2762 LOKER AV WEST Suite: Lot O Location: APPLICANT ATLAS EQUIPMENT CO. Owner: CARLSBAD OAKS NO 1 L P Remarks: Total Time: A Comment Inspector Assignment: Cl:5, Phone: 7608021183 Inspector:~ Requested By: KATHY Entered By: CHRISTINE CD 14 Description Frame/Steel/Bolting/Welding ~, .... ri-K(_,e-j2 ' Associated PCRs/CVs Inspection History Date Description Act lnsp Comments EsGil Corporation In Cl'artnersliip witli government for <:BuiCaing Safety DATE: 12/21/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-4287 PROJECT ADDRESS: 2762 Loker Ave. West SET: II PROJECT NAME: Storage Racks for Asymtek Warehouse EVIEWER D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. [gj 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: [gj 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: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: 1. City to field verify th he path of travel from the handicapped parking space to the rack area and the bathroom erving the rack area comply with all the current disabled access requirements. 2. Fire epartment approval is required. 3. Please slip revised title sheet and T1-4 sheet into the O er I set (at building department). By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/14 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In <Partnersliip witli <]011ernmentfor(J3uifd'in9 Safety DATE: 12/10/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 04-4287 PROJECT ADDRESS: 2762 Loker Ave. West SET:I PROJECT NAME: Storage Racks for Asymtek Warehouse 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 transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [gj 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 Co. 5360 Eastgate Mall #E San Diego, CA 92121 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [gj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Atlas Equipment Co. ('TE-~t.A1) Telephone#: (858)455-5800 Date contacted: 1 z..l to lo l/ (by: v:...._ ) Fax #: { g-sg} '-fSS · 1S3 J· Mail ._:t=elephone-...,....-/ Fax v°ln Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 12/2 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City. of Carlsbad 04-4287 12/10/04 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2762 Loker Ave. West DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/2 REVIEWED BY: David Yao FOREWORD (PLEASE READ}: PLAN CHECK NO.: 04-4287 > DATE REVIEW COMPLETED: 12/10/04 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. • Please make all corrections on the originals and submit two new complete sets of prints to: ESGIL CORPORATION. • 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. • 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 lis~? D Yes D No City of Carlsbad 04-4287 12/10/04 1. Only the st~rage racks are included in this plan review 2. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24. 3. 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-D and 3-E. 4. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Show a path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. Title 24, Part 2. 5. Obtain Fire Department approval for groups F, Mand S occupancy storage per USC Sections 306.8, 309.8 and 3.11.8. 6. Indicate the cleara_nce from the new racks to the existing building walls and building columns. 7. Provide calculation or explanation to show the tunnel bay construction is adequate too. Recheck the "pallet" racks as follows: 8. Recheck all connections on sheet 1 as follows: a) The rivet bearing capacity is only dtFu = 0.406(0.0747)65 = 2 kips. b) Provide 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. 9. 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). 10. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/56.0-1468, 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. J ,/ City. of Carlsbad 04-4287 12/10/04 I\IALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 04-4287~ DATE: 12/10/04 BUILDING ADDRESS: 2762 Loker Ave. West BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuation Reg. VALUE PORTION (Sq.Ft.) Multiplier Mod. storage racks per city Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance :• 'I Plan Check Fee by Ordinance ...,. , Type of Review: 0 Complete Review D Structural Only D Repetitive Fee ,;.,:I Repe_ats Comments: D Other D Hourly I Hour * Esgil Plan Review Fee ($) 5,000 5,000 $61.19l $39.771 $34.271 Sheet 1 of 1 macvalue.doc PLANNING/ENCINEERINC APPROVALS PERMIT NUMBER CB OL/ L(-2.,9 ,· · ADDRess_7-_l_.fR_2 __ L,_O_lc._~_-_A_·lJ_-f;' __ {/V_&c._: 3_T_· ___ _ "RESIDENTIAL RESIDENTIAL .ADDITION MINOR ( < $10.000.00) OTHER PLAZ~ ~AMINO REAL CARLSBAD COMPANY STORES VILLACE' FAIRE COMPLETE OFFICE BUILDING ------------------- PLANNER-"-----·-~-·_·. -.~----DATE _ _._("-'--"/ ---=3;...__0_-_IJ_Lf_ DATE /7.// /JCJ-_ ___,_l~;r........,;_;___ __ Carlsbad Fire Department 044287 1635 FaradaY, Ave .. Carlsbad1 CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: High Piled Combustible Storage Reviewed by: . ___,~-· """. '--"'r-_£--' _____ _ Date of Report: _12_1_06_/2_0_0_4 _______ _ Name: Atlas Equipment Co Address: 7004 Carroll Rd City, State: San Diego CA 92121 Plan Checker: Job #: 044287 ------- Job Name: Bldg #: CB044287 ----------------------Asymtek Job Address: 2762 Loker Ave. W Ste. or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. 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. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. 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. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. 1st 044287 2nd FD File# 3rd Other Agency ID 12/13/2004 12:08 ;..-BY .. ~.: ... ~ ..... 9..f:1Af~!.~.t:-! ... · OAT£ ... t..~ .. ;,·.t3.~ . .Q..~ .. . . ' . SUBJECT. ......................... . A~ M1£k 818-240-3813 RACK DESIGI~ 'li RACK DESIGN & ENGINEERING 412 WEST BROADWAY #204 GLENDALE, CA. 91ii?04 TEL:(818)240-3810 FAX:(818)240-3813 1..01<:e:fl.. -11<.. vile 1-r PAGE 02/02 co. SHEET NO ....................... . JOB NO .... 1~.{) .. }J.3.~.I g~t ,rw-·111 ~""" /~t.-l'J4. c,c..11.-.,""..s . .,, ~~.(.. .. ..t --? .,. ,v ""IVCL I~ A I Lo 4o ~ t, L VJvp,J . k... p ,-'). "->< 'l.. ~~J .,-1"" w f l • j V ,.._ =-, l '/ "-pr__,...,. l:ul..vr,,,.J kl/,.-:· (11, ~ (01 f·e.,.: 1.'5" F:.n.: l '5 l-'L,.. f/11) + "'t/ . (I,, IM~;;;: I· y;. e, + V f i .;:-. " < ''"')) l)&r"' t,,,,,.,q.., ., , !'!Mir te.111.r ('{ ) t"',c-r. r ,;.ov&,,; J ( i;) ( (:) k "'2 / R /Vi.J"f "' ; . ::-,·· ... I' "1 •. • ~ ••" ' I ,• I• ..... ' ' J. , ••••• ,:' ·. ' .... ·. ~ -~·· ,., . ~:-. . . -~ . . ,,;:,.-.. _.;, ... ·)\/};": ..... _. , .... ··,.:, : .. _:_,:;/_ :_:tl BY ......... 9.~ ... 9.t!AN!AN ... . DATE ...... J.\-::-.~.~.~9.1 ... . ~UBJECT. .................. .' ....... . . RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY #204 GLENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: ASYMTEK 2762 LOKER AVE. WESJ CARLSBAD, CA. 92008 PER CBC 2001 EDITION STORAGE RACKS CAPACITY: 2000 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD-9331 SHEET No: ........... L ......... . JOB NO ........ ~P.-:~.~}.L. " " C) BY ......... q.: ... 9.HAr:!!A.1';! ... . DATE ....... 1-J:?.~~.Q.1 ... . SUBJECT. ......... "-'·········~·:,· RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY #204 GLENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 106" r -:::=============:::~~===~ ':,:: ................ .;.·. .. .. . . . . ..... ,:.. 4 1 /4" HIGH BEAM 1 3/4" frn ~re J 2 3/4"1 lx=2.3 Sx=,94 Fy=S0 KSI. CBC 2001 SEC. 2222 SEISMIC DESIGN V= 2.5xCaxl x W Rx 1 .4 woRKING I= 1 STRESS R=5.6 R=4.4 Ca=.44 W=D.L.+L.L. LONGIT. DIR. (MOM. CONN.) TRANSV. DIR. (BRACED) LOAD PER COLUMN P= 4x2 K=4 K 2 col W=.1 o.C-4 L.L.=4: 1 K v = 2.5x.44x4.1 = .57 K LONGIT. 5 • 6 X 1 • 4 v = 2.5x.44x4 .. 1 = .73 K TRANS. 4.4X 1 • 4 i' 44• ' 2000 # / LEVE.L + 25% IMPACT LOAD 1200 # / BEAM 15"K_ SR= 30 -.53<.94 1::,. = 5xWxL3 = _4,, < 1Q§_ = .SB" 384xlx xE 1 80 LONGIT. SEISMIC 0 ""' ~ I') ,__ ________ .24 K 1-------1----· 17 K f-------11----· 11 K t-------1---·05 K SHEET NO ............ ?. ........... . JOB NO ........ ~P.-::-.~.~.~.} .. . 5 "K 8 "K 12 "K 14 "K BY ......... q.: .. .9.HA~!AN ... . . DATE ...... rJ.:::-.f.~.:::9.1 ... . SUBJECT. ......... .,.,_,.. ........ ,,:.-.. · RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY #204 GLENDALE, CA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO .......... :~ ........... . JOB NO ........ ~P.-:-:-.~.~.~.L. TUNNEL BAY P=1 K M=5 "K COLUMN ANALYSIS ~ 3" r ~, i<i[b=! ~ Fy=55 KSI A=.6 Sx=,6. rx=1.2 ry=1.1 COMBINED STRESS RATIO _f_+_M_= 4··1 +...1±.= .9<1.33 Pa Max 13 18 BASE PLATE ANCH. TENSION = (14-4.1 x3)/6=.3 K ANCHOR SHEAR = .57 = .3 K 2 (2)-1/2"¢ WEDGE TYPE ANCHORS ICBO #4627, OR #1372. (NO INSPECTION REQ'D) DESIGNED FOR 1 /2 STRESS .K1 = 48 = 40 . rx 1.2 Kl= 52 =47 ry 1.1 .. . . ;· 2 Fe= zr.::xL= 128 ( .K1 )2 ry F =F (1-· Fy )= 45 KSI n y 4Fe Pn =Fn xA = 27 K p = --1:n.._= 13 K a 1.92 4.1 K ., . 14 "K) 8"x5"x3/8" BASE PLATE ••••• f') 6" RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. 8" IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY, (SEC. 2222-5) MOMENT AT BEAM CONNECTION M -1 4+ 1 2 -1 3 "K 1 -2 - ~ 12 --~ I ASTM A354-79 3 PIN CONNECTOR 7 /16"¢ RIVET A = .1 Fy = 79 KSI Va = .095x79x.4 = 3.0K Ma -3.0Kx4"x1.33 =15"K CONN;- BY ....... J~.: ... 9.!:!AN!A.~ .... > I .., ,. DATE ...... ~ .. 1.:::}.~.-:::9.1 ... . SUBJECT ..........• ,.,. ....... , .. ,,:•· RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY #204 GLENDALE, ·cA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET N0 •.......... 1-........... . JOB NO •....... ~P.-::-.~.~.~.1 .. . TRANSVERSE SEISMIC (OVERTURNING) K " ~ Mor= .73 x2 x168 -x.5x1.15 = 135 COL. NO UPLIFT LOAD TO DIAGONAL P:.73Kx2 x56 :1.8K COL. 42 Fy=S0 KSI A=.31 rx=,48 Q=.74 L= 56" CHECK WELDS Fa= 11.z'KSI Pa= 3.5 K 1 /8" WELD 1.5" LONG EACH SIDE (3" TOTAL) 3x.125x. 707x70x.3 = 5. 7 K CHECK SLAB 4100 # i · .... .. . . · .. . ' 5" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL .• . ·: :~.>4··~4>.·:~ .. -~.fl<.:~: 6" 6" 12" 12." 24" TOP LEVEL LOADING K_ " "K Mor= .17 x2 x168 = 58 COL. MR = 1.4 Kx42" = 59 "K BOTH SIDES TYP. l/S 1 1/2" ~EA-x t=.07" SEC. A-A TYPl/8. 1.5' ' 0 ) / 0 SEC. 8-8 4100 ~ 4 1 a' 1000 . 4.1x144=590 °" "V59{) =24" M= (½)2x1ooox f x12 = 2000"# S= 12x52 = 50 6· 2ggo = 40 < 1.s -v'2ooo =72