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Home My WebLink About2081 FARADAY AVE; ; CB030047; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-27-2003 Commercial/Industrial Permit Permit No: CB030047 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2081 FARADAY AV CBAD Tl Sub Type: Lot#: Status: Valuation: 2121202600 $6,000.00 Construction Type: INDUST 0 NEW Applied: Occupancy Group: Project Title: CALLAWAY-PALLET RACK Applicant: COLBRESE MATERIAL HANDLING STE3 12600 STOWE 92109 858 486-6920 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Reference #: Entered By: $68.89 $0.00 $44.78 $0.00 $0.00 $1.26 $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: Owner: WAY INVESTMENTS LL C C/O WILLIAM W SHIPP 700 BROADWAY #800 DENVER CO 80203 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES Total Fees: $114.93 Total Payments To Date: $44.78 Balance Due: ISSUED 01/07/2003 CB 01/24/2003 01/27/2003 $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 $114.93 $70.15 ~ Inspector: J FINAL APP.ROVAL Date: 2//9/~ 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 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 vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. J~ FOR OFFICE USE ONLY PE,RMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 PLAN CHECK NO,e,e:;o ::0-0 CJ-7 EST. VAL. __ {JJ"--'~(f"'--=V--=V__,_, ---- Plan Ck. Deposit ___ 4_,__4_._._,'--'J'""'f;...__ Validated By_L=-'(j;?""-------- Date f ...-t..-07-... -,: ,. ~olV'ljFPR,Mp~~ '\J~ y Address (include Bldg/Suite #) ?eill~-i---q-f-~~al F Business f\lame (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Existing Use SQ. FT. #of Stories '·eJJ- State/Zip Telephone# Fax# Name Address City State/Zip Telephone# ~4,, ., . :i",1:191?!aRTT_-QW~~Jl , l\!ame Address City State/Zip Telephone# rs, ·F, QQNTBAQTQ!L· GOMt?ANY':N,t\1)111(. (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 exemption, • .,f.ny violation of Section 7031.5 l?_y any applicant for a perqiit subjects the applicant to a civil penalty of not more than five hundred do rs [$5001). C-t:1 /orvs,e_,,,,, rec, f-4,;--fr,,.,\ t-J "".f 1,....., t 2-b#o 5hl.-e.-#3 -io~ er! - Name ti 7 7 /,! 2-Address I () {.,, City State/Zip • Telephone # 1 '--CJ {:, er State License# 7 J I License Class c., ( '2-f 'fCity Business License# I 2 / ?/ 2-3 ?, Designer Name Address City State/Zip Telephone State License # _________ _ f&~ > ',WQFU~J;,,Ji~!,'QOM~_ENSATlON, ,,'o/ ~ , , ,Nw,-,~ ' =,' , A ,•,e ,, ,, 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-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. d 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 ~d. My worker's cgmpensation insurance carri~r and poli;)'.pumber are: (' e:'I 04 f t7,. ( _ '.2 Insurance Company {+ V\ f C C !) l"'I f • I aj r /-f4h J. Policy No. t .J / 7 Expiration Date I) J (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIFICATE OF 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 subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ~SIGN~~URE ~ 2 _'=-C: DATE ________ _ ~73., ,:9WNl:JJ::.Q!JJC~~R{DE_C)J\fl}~110N ... __ tt • ~ • -. :-~,:,-. I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 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. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number/ contractors license number): 4. I plan to provide portions of the work, but I 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):. ________________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ DATE _________ _ :COMPLETE THIS S);CTION: FOR NON•RES1D EN·TIAL .BUILDING •J;>ERMITS ONLY 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 obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 0 YES O NO IF ANY 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 DISTRICT. ;a:: -·. ~QN~TR(i¢rioN l:ENPING -~G~ff¢Y 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 ----------------------------!~.~ __ Al_?~~ICANT:CEF\T!f!C::.A110N . · '. ---. . --. , , .•••. , .... , , , ... 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 all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Gitt 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 commenced within 180 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 commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). / / ---z ')\APPLICANT'S SIGNATURE ..--, .,,.........,.-7c..-----DATE / / 'Z) _/ WHITE: File YELLOW: Applicant PINK: Finance '( City of Carlsbad Bldg Inspection Request }~~'-:, L.:.'. For: 02/12/2003 Permit# CB030047 Title: CALLAWAY-PALLET RACK Description: Type:TI Sub Type: INDUST Job Address: 2081 FARADAY AV Suite: Lot 0 Location: APPLICANT COLBRESE MATERIAL HANDLING Owner: WAY INVESTMENTS LL C Remarks: FIRE AP ON TUES. Total Time: CD Description Act Comment Inspector Assignment: Phone: 8584866920 lnspector:4 Requested By: NICK Entered By: CHRISTINE 14 Frame/Steel/Bolting/Welding A_l!__ __________________ _ _L!j_ ______ A/ __________ _ Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 13' I IL f ;vi-,f C v,;d-4~>1..,t:J~fl...> EsGil Corporation 1.n Partners/i.ip wit/i. (jovemment for '.BuiUing Safetg DATE: 1/22/03 0 ~{\NT 0~ JURISDICTION: City of Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 03-47 SET:11 PROJECT ADDRESS: 2081 Faraday PROJECT NAME: Storage Racks for Callaway Golf D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected arid resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: . Fax#:~ Date contacted: (by: ) Mail Telephone Fax In Person REMARKS: 1. City to field verify that the path of travel f handicapped parking space to the rack area and the bathrooms serving the rack are comply with all the current disabled access requirements. 2. Note on the plan that the r k ·shall be 3" away from the building wall or column.(per engineer). By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC log tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 'J.n Partnersli.ip witli. (jovernment for '.BuiUing Safety DATE: 1/17/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-47 PROJECT ADDRESS: 2081 Faraday SET:I PROJECT NAME: Storage Racks for Callaway Golf D APPLICANT ~ D PL:;6;N~EVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fX:I 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. fX:I The applicant's copy of the check list has been sent to: Nick Bradford 12600 Stowe San Diego, CA 92064 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. fX:I Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Nick Bradford (v,H~ Telephone#: (858)486-6920 Date contacted: 1 /11-{~3 (by: l~ ) Fax #: Mail Je'lephone ........-Fax In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 1/10 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 03-47 1/17/03 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2081 Faraday DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/10 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 03-47 DATE REVIEW COMPLETED: 1/17/03 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. 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. • 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 list? D Yes 0 No City of Carlsbad 03-47 1/17/03 1. Only the storage 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. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. Please provide a signed copy of the designer's or contractor's construction cost estimate of all work proposed. 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. 5. 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. 6. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. · 7. Indicate the clearance from the new racks to the existing building walls and building columns. 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. Indicate the safety pin size and verify it is adequate for the 1000# load. 10. 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 2228.7.1 11. 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). 12. 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. City of Carlsbad 03-47 1/17/03 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 03-47 DATE: 1/17/03 BUILDING ADDRESS: 2081 Faraday BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier storage racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance j ..-j Plan Check Fee by Ordinance ! • I Type of Review: 0 Complete Review D Other TYPE OF CONSTRUCTION: Reg. VALUE Mod. per city D Structural Only D Repetitive Fee =8 Repeats Hourly ,___ ___ __.I Hour* D . Esgll Plan Review Fee Comments: ($) 6,000 6,000 $68.891 $44.78I $38.581 Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB Q:300 ::/· 1 "RESIDENTIAL . RESIDENTIAL ADDITION MINOR I< $10,000.00) . DATE / -7 -D.3 . TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAG&·FAIRE . COMPLETE OFFICE BUILDING ·oTHER __________________ _ . DATE_{_--ff ____ ----_.;:;.· Q_· 5_· __ DATE / ( . (f) Docs/MISforms/l'lanning engineering Approvals Carlsbad Fire Department 030047 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: _0_11_1 s_12_o_o_s _______ _ Building Plan Reviewed by: Name: Colbrese Material Address: 12600 Stowe Drive Suite 3 City, State: Poway CA 92064 Plan Checker: Job #: 030047 Job Name: Callaway Golf Bldg #: CB030047 -----------------=-- Job Address: 2081 Faraday Ave Ste. or Bldg. No. ------------------ IZI 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 / 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 / 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 / or specifications to this office for review and approval. 1st 030047 2nd FD File# 3rd Other Agency ID ;J· ·---· --··-·-. -· -----· ··----· --·-.. ·--· ··;; .... BY ......... q.~ ... 9.t!AN!.~.~···. _p,A TE ....... 1.~.:-::.~ .. ?.::-:_q.? ... . SUBJECT .......................... . RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: CALLAWAY GOLF 2081 FARADAY AVE. CARLSBAD, CA. PER UBC 1997, & CBC 2001 EDITION STORAGE RACKS CAPACITY: 2500 # / LEVEL CALCS. 1 THRU 4 DRAWINGS: RD 7445 SHEET NO •........... ~ ............ . JOB NO ........ R.!?.~?14? .. . BY ........ 9.: ... .9.!j~N.IA.~ ... . 12-16-02 RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 SHEET NO ............ ?. ........... . D~E ................................. . SUBJECT .......................... . 120"0R108" r Cl <O 't<-- Cl <O Cl ·---v N Cl <O ~ . 0 <O :.·...... . .... ·. .. :~ 4 1 /2"BEAM 2500 #/LEVEL+25% IMPACT LOAD 1800 #/BEAM use 1997 SEC. 2222 SE:lSMIC Q!;;SIG~ V= 2.5xCaxl x w Rx 1 ·4 woRKING 1=1 STRESS R=5.6 LONGIT. DIR. (MOM. 48" • ., 48" 1· 1 1 r lx=2.7 Sx=1.1 Fy=50 CONN.) KSI. LO~GII. R=4.4 TRANSV. DIR. (BRACED) 0 Ca=.53 t0 W=D.L.+L.L./2 (BACK/BACK) b LOAD PER COLUMN t0 P= 4x2.5K =5 K 2 col + .§ =2.6 K 0 W=.1 t0 O.L. 2 L.L. V = 2.5x.53x2.6 = .43 K LONGIT. 5.6x1 .4 DIR. 0 t0 V 2.5x.53x2.6 = .55 K TRANS. 4.4x 1.4 DIR. JOB NO ........ ~.P.:-::.!..14.? .. . '' K "K M= 120 x1.8 = 27 8 3 6 = 5xWxl = _4,, < 120 = .66" 384xlx xE 180 S!;;!SMIC .18 K 5 "K .13 K 5 "K 9 "K .08 K 9 "K 11 "K .04 K 11"K 12 "K "K .43K 12 BY ......... q: .... 9.t!A~!A.~ ... . ', DAT:&, ....... ~.?.::.~.?::-:.9..? .. .. SUBJECT .......................... . COLUMN ANALYSIS RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:( 818 )957-8603 Fy=SOKSI A=.8 Sx=.8 rx =1.2 ry=1.08 .Kl= __§Q__= 50 rx 1.2 .Kl= ~=46 ry 1.08 SHEET NO .......... .:?. ........... . JOB NO •....... ~.P..::?4.4.? .. . p =_En_= 18 K 0 1.92 COMBINED STRESS RATIO L+_M._=.JbQ__+ u.__ a 133 P 8 2 =. <. K 5.0 a Max 1 4 BASE PLATE lj K ANCH. TENSION = (12-2.6x3")/6"=.7 ANCHOR SHEAR = AL = .22 K 2 (2)-1/2"!'6 WEDGE TYPE ANCHORS HILT! KWIK II ICBO #4627 (NO INSPECTION REQ'D) DESIGNED FOR 1 /2 STRESS RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COL. IS DAMAGED THE REAR COL. HAS EXTRA CAPACITY TO SUPPORT THE FULL LOAD OF THAT BAY (SEC 2222-5) MOMENT AT BEAM CONNECTION 2 PIN CONNECTOR K "K Ma = 3 x4"x1 .33 = 16 CONN. "K 11.5 M 1 I I I ~,2' "K 11.5 7 /16"¢ RIVET A:, 1 K Va =· 1 x79x.4 = 3 7/16"14 RIVET ASTM A354-79 5"x7 3/4"x3/8" BASE PLATE KS! Fy = 79 TH'K=3/16" BY ......... 9: .... 9.HA~.1.~.~ .... 12-16-02 , DA+!? ................................ .. RACK DESIGN & ENGINEERING CO. 3786 LA CRESCENTA AVE., SUITE 204 GLENDALE, CA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 ,;· SUBJECT .......................... . TRANSVERSE SEISMIC (OVERTURNING) K "K M0T = .55 x4 x240"x.5x 1. 15= 304 COL. K "K MR = 2.6 x4x42'~437 LOAD TO DIAGONAL K 56 K p = .55 X2 X -= 1.5 COL. 42 KSI Fy=50 A=.31 rx =.48 0=.74 L= 56" CHECK WELDS KSI Fa = 11.2 K Pa= 3.5 \ TOP LEVEL LOADED ONLY K "K M0r = .12 x4 x240" = 115 COL. K "K MR = 3.3 x42'~ 139 BOTH SIDES TYP. l /S . ~ ~A-X t=.07" SEC. A-A no uplift 1 /8" WELD 1.5" LONG EACH SIDE (3" TOTAL) K 3x. 125x. 707x70x.3= 5. 7 CHECK SLAB 50001 l . . 6" CONCRETE SLAB 2000 PSI. CONC. 1000 PSF. SOIL : : ~ :--·.<! ·:. ~ .. -.: 4. :~ ••• :~ .. ,<I< -:~ : 6.5" 7" 13.5" 27" 5000 = 5 ° 1000 , --./ 720 =27" 2 S= 12x6 =72 6 SEC. B-8 5x144=720 a" 2042 = 28 < 1.6 --./ 2000 =72 72 SHEET NO .......... .4. ........... . JOB NO •....... ~.P..:-::?.11.~ .. .