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2091 RUTHERFORD RD; ; CB121083; Permit
City of Carlsbad i• :11',' 08-16-2012 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB121083 Building Inspection Request Line (760) 602-2725 Job Address: Permity Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2091 RUTHERFORD RD CBAD Tl Sub Type: INDUST 2121202500 Lot#: 0 $75,000.00 Construction Type: NEW Reference# NIXON: PALLET RACKING Owner: Status: ISSUED Applied: 06/11/2012 Entered By: JMA Plan Approved: 08/16/2012 Issued: 08/16/2012 Inspect Area Plan Check #: MARK WALLACE CRUZAN-MONROE A E W RUTHERFORD L LC WAREHOUSE SOLUTIONS, INC. 12570-5 SLAUGHTER HOUSE CANYON LAKESIDE CA 92040 619-873-4410 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit 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 Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $573.12 $0.00 $401 .18 $0.00 $0.00 $15.75 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $475.00 Total Fees: $1,466.05 Total Payments To Date: 221 15TH ST DEL MAR CA 92014 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $·1,466.05 Balance Due: /J /) _ FINALAPPROVAL $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 ?? ?? $1,466.05 $0.00 Inspector:-~ Date: //J~Z,S-1~ 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. «~· ~ CITY OF CARLSBAD JOBADDR~q / Building Permit Application 1635 Faraday Ave., Carlsbad; CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov SUITE#/SPACE#/UNIT# :Plan Check No.CB {-Z l O cf 3 Est. Value 7r;:; Plan Ck. Deposit SWPP . CT/PROJECT 11 , II OF UNITS # BEDROOMS #BATHROOMS CONSTR. lYPE OCC. GROUP EXISTING USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YESD #_ NOD YES D NO D YES D NO D APPLICANT NAME (Secondary Contact) ADDRESS CITY CITY STATE ZIP PHONE FAX EMAJL PROPERTY OWNER NAME ACTOR BUS. Njl'ME <::'1 C I ..,..... 0--..r c... '-'.o~'::. c_ .::::.o,. '-'-t-i c,:..., ~ J.-VJ ~ • ADDRESS CITY' STATE ZIP CITY I~ ,J (..A.fc,._~5'tl:{ ZIP 92.. o '-f C PHONE FAX PHONE b { 1 5?7 3 '-fCf I () FAX lo f 1 Lfc/ Cf { 7 I O EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATUIC.# STATELIC.#"1 / e / / J CLASS e_..,_D (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 lice'nsei:I pursuant to the provisions of the Contractor's License Law {Chapter 9, commend mg with Section 7000 of Division 3 of the Business and·Professions·Code} or That he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollar$ ($500)). . Workers' Compensation Declaration: rhereby affinn under penally of perjwyone of the following declaraffons: ·a I have and will maintain a certificate of consentto self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this perm it is issued. 6 ~I have and wi!I maintain workers' com ensatlon, as·re uired by S!iftion 3700 of the Laoor Code,. for the performance of the work for which this permit is issued. My workers' compensatio~ i9su nee car er and policy number are: Insurance Co. b'i'O Policy No. W ('.1;. bo 2"7 cf'{ S:6 l> Expiration Date '7 I I dred d ars ($100) or less. nee of e 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' c en !ion 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, d'amages as p vi d for in Section 3706 of the Labor co e, interest and attorney's fees • ...@S' CONTRACTOR SIGNATURE ,( I hereby affinn that I am exempt from Contractor's Ucense Law for the following reason: D I; as owner.of the property or my employees with wages as their sole compensation, will do the work and the ~tructure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does notapply to an owner of property who builds or improves thereon, and who doe~·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 cqntracts·tor such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section , Business and Professions Code for this reason: . 1. I personally plan to provide.the major labor and materials for construction of the proposed property. improvement. D Yes D No 2. I (have I have not) signed an-application for a building penmit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I.plan to provide portions ·of the JOrk, ·but I have hired the following person-to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hire~) the following persons to provide the work indicated (include name/ address/ phone/ type of work): I • ...@S' PROPERTY OWNER SIGNATURE ClAGENT DATE /' " " " 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, H8fardous S'ubstance Account Acri Cl Yes 5(:No . . ls-the applicant or future building occupant required to obtain a penmitfrom the air pollution control'district or air qJlality management district? Cl Yes "15 No . · Is the fa_cility to ~e constructed within 1,000 feet of the outer boundary of a school site? Cl Yes "S.-No IF·ANY OF THE ANSWERS ARE YES, A FINAt CERTIFICATE OF OCCUPANCY MAY NOT ~E ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE-AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the. performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY /Commercial Projects only I Fax (760) 602-8560, Email www.building@carlsbadca.gov or Mail the completed.form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) . CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS Cl PICK UP: o CONTACT (Listed above) o OCCUPA_NT (Listed above) o CONTRACTOR (On Pg. 1) o ASSOCIATED CB# Cl MAIL TO: o. CONTACT (Listed above) o OCCUPANT (Listed above) o CONTRACTOR (On Pg. 1) o -NO CHANGE IN USE/ NO CONSTRUCTION Cl MAIL/ FAX TO OTHER: o CHANGE OF USE/ NO CONSTRUCTION ..@S' APPLICANT'S SIGNATURE DATE f- Inspection List Permit#: CB121083 Date Inspection !tern 10/24/2012 89 · Final Combo 10/24/2012 89 Final Combo Type: Tl 8/17/2012 14 Frame/Steel/Bolting/Weldin Wednesday, October 24, 2012 INDUST NIXON: PALLET RACKING Inspector Act Comments RI SUITE 200 PB AP PB AP Page 1 of 1 lnspecti9n & M~ter1a.l Testing P.O. Box 2450 Alpine, CA 91903 Phone 61.9-540-0612 Fax 619-445-5889 PAY 7/,ue.5 DATE ~·/~ •/Z- COVERING WORK PERFORMEDREQOIRING APPROVAL BY THE S_PECIAL INSPECTOR .OF: o· Reinforced Concrete D Struct. Steel Asse 1 t. n W1:;~1.,,1£ r;h.'J/1:'.Di'i:Yll' (One fnspectton per_ Report) 0 Pre-Stressed Co_r:icr~te. Project-No: Plan File No: · Project Street Addr~ ~ ' . . ~0,1/ · ,Pr~ject0Plans/Specifications Ti~e & ,Pate (Revision) Architect ,Engineer / Generai Contractor . i?""1/Vl:::!Tl.:.e-ContractorPoing Reported,Wo~ __ , L . r / . __ ~ ---/A./~e c-Jo&/n~ CODE _ DESCRIPTIONSOFWORl$'1NSPE,CTED, TEST SAMPLES TAKEN,_WORK REJECTED, JOB PRqB~EMS, PROGRESS, REMARKS, ETC. INCLUDES _ INFORMATION ABOUT· AM(;)lJNTS OF MATERIAL PLAC,ED·OR WORK-PERFORMED; f\lUMBER, TYPE, & IDENTIFICATION NUMBERS OF TEST SAMPLES ,--~ / oa-, IA '!:1t? ,-/ 0 TIME OFF SITE HdURS 0,T. '#OFTEST . HOURS . SPECIMENS JbEi SITE·CONTACTIS ASKED TO SIGN TO VERIFY INSPECTION HOURS. ONLY. THE CONTENT OF THIS ~EPORT ANo:FEE CHARGES ARE THE RESPONSIBILITY-OF OTHERS: Signature of Registered Inspector ~ r/ tf ·/6 '/2.. ~(.! ,r~(.p Date of Report . Registered Number CERTIFICATE OF COMPLIANCE TO THE.BEST OFMY-KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED, IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPEC!FJCATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF. THE GOVERN.ING STANDARDS. ----------. ------. ---·-·---------------·-~-----·----· / ,, . lnspe.ction & Material Testing P ,0. Box 2450 Alpine, CA 91903 Phone 619-540-0612 Fax 619-445-5889 DAY ~,· DATE '7-z.e;. 2. COVERING WORK PERFORMED REQUIRING APPROVAL BY THE SPECIAL JNSPECTOR GF; -0 RE!infor~d Qoncrete CODE DESCRIPTIONS OFWdRK INSPECTED, TEEff'SAMPLES'TAKEN; WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCLUDES ·lNFORMATION ABOUT •.AMOUNTS ·oF MATERIAL PLACED OR WORK PER.FORMED: NUMBER, TYP.E, & IDENTIFICATION NUMBERS OF TEST SAMPLES TIME ON TIME OFF . ~tE SITE r.,o, ~- O.T. HOURS #OFTES.T SPECIMENS JOB SITE CONTACT IS ASKED TQ SIGN TO'VERIFY·INSPECTION HOURS ONLY. THE, CO!-ITE~T OFTHIS'REPO , .A. 0 FEE CHARGES ARE THE RE~PONSIBILITY OF•OTH~R$. Signature:_,..,....,.....,.... ............ _______________ _ Owner -Authoriz~d Job Sita Contact a .. /4~...r /Z-zo · Signature of Registered Inspector 7-:i.a •/ 2-~C! 711{;:, · Date of Report Registered Number CERTIFICATE OF COMl?LIANCE JQ TH.E BEST OF MY KNOWLEDGE, THE ABOVE REPORTED WORK, UNLESS OTHERWISE NOTED;'IS IN-CONFORMANCE WITH THE APPROVED PLANS AND SPECIFlqATIOl'lS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STAND;t.,RDS. ------·-·----·---·----··----·------·--·---.... -----.. ------··--·------- _,. EsGil Corporation In <Partnersliip witli government for <Bui(tfin9 Safety DATE: 6/19/2012 JURISDICTION: City of ~arlsbad PLAN CHECK NO.: 121083 SET:I PROJECT ADDRESS: 2091 Rutherford Road PROJECT NAME: Storage Racks for Nixon Watches D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's c;:odes. · ~ 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 si_gnificant deficiencies identified on the enclosed check list anc;I 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: ~ 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: Telephone #: ). Email: Fax#: Mail Telephone Fax In Person (\/ ; · REMARKS: 1. Fire Department apprdvaris required. 2. City to\fiS'l~iJ}hat the path of travel from the handicapped parking space to the rack area and the b~)-6ort,~ing the rack area comply with all the current disabled acc.ess requirements. By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 6/12 9320 C~esapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 121083 6/19/2012 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 121083 DATE: 6/19/2012 BUILDING ADDRESS: 2091 Rutherford R~ad BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier racks Air Conditioning Fire Sprinklers · TOTAL VAL.UE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinan.ce I • I Plan Check.Fee by Ordinance I,.. I Type of Review: 0 Complete Review D Repetitive Fee =3 Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. per city D Structural Only i-----lHr @ • ($) 75,000 75,000 $573.121 $372.531 $320.951 Sheet 1 of 1 macvalue.doc + & ~ CITY OF CARLSBAD PLAN CHECK REVIEW· TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 6/11/12 PROJECT NAME: PROJECT ID: PLAN CHECK NO: CB121083 SET#: ADDRESS: 2091 RUTHERFORD RD APN: 212-120-25-00 C8J This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required D Yes IS] No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please res·ubmit amended plans as required. Pian Check~ ~ave been sent to: utw'le1.1.er ita.ue ~°l)Aj, . . . Lew\ You may also have corrections from one or more of the divisions listed below. Appro.val from these divisions may be required prior to the issuance of a building permit. Resubmitted plans shouid include corrections from all divisions. For questions or clarifications oh the attached checklist please contact the following reviewer as marked: .. . .. ' -'.: < PLANNING . ENGINEERl~G FIRE PREVENTION .. • I : 760-602-46t0 760-602-27$0: 7.60:.602-4966 .. . . . . .. .. . , .. D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Grego!'.Y,Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong .760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Li11da.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: «~ PLANNING DIVISION Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov ¥ CITY OF . BUILDING PLAN CHECK APPROVAL CAR:LSBAD· P-29 PERMIT NUMBERCB121083 DATE 6/11/12 ADDRESS 2.091 RUTHERFORD RD RESIDENTIAL. ADDITION- MINOR (<17,000.00) RETAINING WALL. VILLAGE FAIRE OTHER -- PLANNER GINA RUIZ P-29 Page 1 of 1 POOL/SPA frENANTIMPROVEMEN~ COMPLETE OFFICE BUILDING SOLAR PANELS DATE 6/11/12 07/11 ·& ~ CITY OF CARLSBAD PLAN CHECK Community & Economic . REVIEW BT DG DEP~fV~ijP,J.V~·~rDepartment jl..,/ • C~gs l¾lraday Avenue TRANS MITT AL Carlsbad CA 92008 www.carlsbadca.gov ::f DATE:· 08/15/2012 PROJECT NAME;: NIXON WATCHES. -PALLET RACKS PROJECT ID: CB121083 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2091. RUTHERFORD RD APN: ~-This plan c_heck review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is r~quired IZI Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on ~he attached checklist. Please re~ubmit a~ended plans ~s required. · Plan Check Comments have been sent to: You may.also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: . !,,: ;,;:..1-. ' ; .. : PLANN:ING··· . . . 76o.6()246l0 . y ' ~; ' ~ ' ' D · Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz. 760-602-4675 Gin_a.Ruiz@carlsbadca.gov D Kathleen Lawrence 760".602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Remarks: SEE ATTACHED SHEETS [8J Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov D CindyWong 760-602-4662 Cynthia.Wong@carlsbadca.gov · D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department &UILDING DEP''f., COFV Plan Review Requirements Category: TI , INDUST -!Date of Report: 08-15-2012 ·Reviewed by: ~-4~4-~------- J Name: Address: Permit#: CB121083 MARK WALLACE WAREHOUSE SOLUTIONS, INC. 12570-5 SLAUGHTER HOUSE CANYON LAKESIDE CA 92040. Job'Name: NIXON: PALLET RACKING Job Address: 2091 RUTHERFORD RD CBAD Conditions: ·cond: CON0005610 ·[NOT MET] ** CITY OF CARLSBAD FIRE DEPARTMENT-APPROVED: \ THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD-INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN . CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULA'.fIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Cond: CON0005611 [MET] Compliance with Chapters 1 and 24 of the California Fire Code for high-piled combustible storage, require the applicant to obtain and maintain an Annually issued Operational Use permit. This permit shall be· obtained at or prior to final inspection. Provide at final inspection a copy of the Third-party test report for the anchoring of each rack nser. Provide signage at the end of each rack row citing the capacity and height restriction. ,, Provide 2A:20BC fire extinguishers bistributed along all paths to exit at intervals of 150 lineal feet but no more than 75-feet from any point. Provide a 'Knox' key-box at the front or main entrance, one at the man door at the rear near the • loading docks and one at the South-west comer of this building to access the fire sprinkler risers. f;ntry: 08/15/2012 By: GR Action: AP ! . BLDG . .8EPT COP ... i Page 1 of2 CONDITIONAL RECOMMENDATION FOR APPROVAL CONDITION: PLEASE ADDRESS REMAINING COMMENTS IN BLUE FONT OVER THE COUNTER ,"'·, ··• Daryl K. Jame~ & Associates, Inc. 205 Colina Terrace Checked by: Daryl Kit James Date: August 13, 2012 Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Mark Wallace PROJECT NAME: Nixon Watct\es PROJECT DESCRIPTION: CB121083 Pallet Racking JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2091 Rutherford Rd. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. COMMENTS TS v' Project Data Provide Construction Type in accordance with 201 O CBC 602.1 Denote S-1 warehouse storage c;1rea size. . Specify construction type in accordance with 2010 NFPA 13 Section 3.7. Deferred to Sprinkler Plan Denote the Occupancy Group of adjacent tenant v' Deferred Submittals List the following: Fire Sprinkler Plans 2010 CFC 901.2 & 2010 NFPA 13 Fire Alarm Plans 2010 CFC 907.1.1 & 201 O NFPA 72 1 v' Proposed Rack Plan . Racking plans to show compliance with High-Piled Storage Fire Protection Technical Opinion & Report conditions . and requirements. Usable storage height for each storage area. Location and classification of commodities in accordance with CFC 2303. Location of commodities that which are banded ot encapsulated. Location of fire department access doors. CFC 2306.6.1 Dimension and location of transverse and longitudinc;1I flue spaces. Label type of racks in accordance with 2010 NFPA 13. · Denote dead end aisles. · Roof deck height Smoke & Heat Vent locations TO BE ·FIELD VERIFIED Exif signs, means of egress illumination Revise note that references NFPA 12 to read NFPA 13. SCE 1of1 v' Storage Rack Elevations Shown on Sheet 1 Illustrate height from floor to bottom of roof deck. Denote the distance from top of storage to roofdeck. Denote the distance from top of storage to bottom of the sprinkler deflector. ., Page 2 of2 Roof Plan VProvide a roof plan, denote locations, dimensions, and distance between smoke and heat vents, in accordance. with the High-Piled Combustible Storage Report Page 9 Sec. 4.4. Demonstrate compliance with the requirements 'i' set forth in CBC Sections 910.3.1 through 910.3.5.2 and Table 910.3. Fire Official Approval . ~ . v'Provide a plan denoting the locations of the following: 1 Means of egress illumination level not less·than 1~foot candle at the walking surface throughout the rack storage system, equipped with minimum 90-minute battery backup. CBC 1006 Internally lit exit signs or externally illuminated exit signs with an intensity of not less than 5 foot-candles, visible throughout the rack storage system, ~quippe~ With 90-niinute battery backup. CBC 1011 FIRE PROTECTION REPORT Page3 Building Type of Construction Revise type of construction t<;>·the 2010 CBC Table 601. Page6 It is hated that.storage will be maintained a minim·um 36 inches below the deflectors of the CMSA sprinklers. The ceiling is 28 ft. and the storage height is 25 ft. There does not appear to be any clearance between the deflector and the oeiling. Add this note: 36 inches of clearance, below the CMSA sprinklers deflectors, to be field verified. . . Page7 Industrial Trucks One 4-A:20-BC FE is required in the battery charging area as indicated. Lower down the page, under Fire Extinguishers, the fire extinguisher type is denoted as 4'-A:10-BC, followed by, the required travel distance to battery charging. Please clarify. To ~evise Over tile Counter. The ceiling height is denoted as 30 ft. in the battery charging area. The ceiling height is shown as 28 ft. on the plans and within the report. Please clarify. Measured in the field as 28' by Bob Caputo. To Revise Over the Counter . Pages Smoke & Heat Vents v' Draft curtains are not requir~d by CFC Table 2306.2.CFC. Table 910.3 allows the ratio of floor space to smoke and heat vents to be based on the lower vent area to floor area ratio. The requirement would be a ratio of 1 :40, based on a storage height of 25 ft., which is >20 ft. but <30 ft. Please revise required vent area calculation. ApprQval by Fire Official. · Page 1 of2 BLDG. DEPT COP""Y Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST 3 T. (760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Mark Wallace PROJECT NAME: Nixon Watches PROJECT DESCRIPTION: CB121083 Pallet Racking Checked by: Daryl Kit James Date: July 26, 2012 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2091 Rutherford Rd: This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The· items below require correction, clarification or additional information before this plan check can be approved for.permit issuance. INSTRUCTIONS • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of corrections addressing all comments .. • Please direct any questions regarding this review to: Daryl . K. James 760-724-7001 or ,,_1filire@sbcglobal-:,.net ..... ,,,.,_, .,. "'"~----···---~-----· ··---· -···-=··-··· ,--.,·--··~=···--"'' '"'"'"""·-·~·· ,.,. .. _ ... · ~-__ CORRF,:~TEB PLAN~, DESCRIPTIVE NA~RATIVE;'~F 'REVl~ION.S:.FOtlOWING ~ACH :~9Mll.'ll:N:f:..:~t:-l. !f1:t1s F'e>ijt:Jt M.l3$t ·BE svt3Mtn,eo· 0,1Rt;Y.Jl~x10 !HE1,:Q.1;_~2:Wtff ~tAPJlR~-~~.tQAY9.ij:> ·o.etAY:i 1_ .. }>ARYL: K JAME;S & A~t~.Q.~!~Tt.;~1 I~_~}, . , · . 205 COLINA-TERRACE '.' . VISTA CA.92084 ·-··""" ... ~,,-,1,. -,~ .1,.l_M_-.. L--·-"""~~------01\ > COMMENTS TS Project Data Provide Construction Type in accordance with 201 O CBC 602.1 Denote S-1 warehouse storage area size. Specify construction type in accordance with 2010 N.FPA 13 Section 3.7. Denote the Occupancy Group of adjacent tenant Deferred Submittals List the following: Fire Sprinkler Plans 2010 CFC 901.2 & 2010 NFPA 13 Fire Alarm Plans 2010 CFC 907.1.1 & 2010 NFPA 72 1- Proposed Rack Plan . Racking plans to show compliance with High-Piled Storage Fire Protection Technical Opinion & Report conditions and requirements. Usable storage height for each storage area. . Location and classification of commodities in accordance with CFC 2303. Location of commodities that which are banded or encapsulated. Location of fire department access doors. CFC 2306.6.1 Dimension and location of transverse and longitudinal flue spaces. Label type of racks in accordance with 2010 NFPA 13. Denote dead end aisles. Roof deck height Smoke & Heat Vent locations Exit signs, means of egress illumination sce·1 of 1 Storage Rack Elevations Illustrate height from floor to bottom of roof deck. Denote the distance from top of storage to roof deck. Denote the distance from top of storage _to bottom of the sprinkler deflector. · Roof Plan Page 2 of2 Provide a roof plan, denote locations, dimensions; and distance between smoke and heat vents, in accordance with the High-Piled Combustible Storage Report Page 9 Sec. 4.4. · · Demonstrate compliance with the requirements set forth in CBC Sections 910.3.1 through 910.3.5.2 and Table 910.3. Provide a plan denoting the locations of the following: Means of egress mu·mination level not less than 1-foot candle at the walking surface throughout the rack storage system, equipped with minimum 90-minute battery backup. CBC 1006 Internally lit exit signs or externally illuminated exit signs with an intensity of not less than 5 foot-candles, visible throughout the rack storage system, equipped with 90-rriinute battery ba·ckup. CBC 1011 · FIRE PROTECTION .REPORT PLEASE ADDRESS REMAINING COMMENTS IN BLUE FONT Page3 Building Type of Construction Revise type of construction to the 201 o CBC Table 601. . ' Pages It is noted that storage will be maintained a minimum 36 inches below the deflectors of the CMSA sprinklers. The ceiling is 28 ft. and the storage height is 25 ft. There does not appear to be any clearance between the deflector and the ceiling. Add this note: 36 inches of clearance, below 'the CMSA sprinklers deflectors, to be field ·verified. Page7 Industrial Trucks One 4-A:20-BC FE is required in the battery charging area as indicated. Lower down the page, under Fire Extinguishers, the fire extinguisher type is denoted as 4-A:10-BC, followed by, the required travel distance to · battery charging. Please clarify. To Revise Over the Counter The ceiling height is denoted as 30 ft. in the battery charging. area. The ceiling height is shown as 28 ft. on the plans and VJithin the report. Please cl~rify. Measured in the field as 28' by Bob Caputo. To Revise Over the Counter Pages Smoke & Heat Vents v'Draft curtains are not required by CFC table 2306.2.CFC. Table 910.3 allows the ratio of floor space to smoke and heat vents to be based on the lower vent area to floor area .ratio. The requirement would be a ratio of 1 :40, based on a storage height of 25 ft., which is >20 ft. but <30 ft. Please revise required vent area calculation. Approval by Fire Official. Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST 't. (760) 724-7001 Email: kitfire@sbcglobal.net PaAA+. of 1 BLDG. DEPT COt' V ChecJ<ed by: Daryl Kit James Date: 6/19/2012 APPLICANT: Robert Caputo JURISDICTl9N: Carlsbad Fire Department · PROJECT NAME: Nixon Watches PROJECT ADDRESS: 2091 Rutherford Rd. PROJECT DESCRIPTION::.eBt2t0_8.3:Iecl'inical-G>13inion-&--REiport====:;, This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or . kitfire,@sbcglobal.net . ' ... ,s ......... -...... _, .... ---·-..... -------· ------~'"~· dW""""" -·-··-"'" ~·-·-•• < ......... --··-·-.•. "°' "· .... "I .• . PLEASE SUBMIT C,ORRECTED REPO.R:r DIRECTLY TO'"FHE.,F©].:tOWING ADDRESS'TO;AVOIQ·.DELAY:· ·-~"'-DARYL K JAMES & -ASSOCIATES :1NOf---··"-· --·---.. -, ., ·'"'··--···-· ~ .. ·--··· -~------·· ----~---~ .. . ..... --. ..... . . .. .... '~"""""--'. '.' ., ,,~ ,, '·,. ;--*'"' , •• .............,.~ .... -_,_ ...... t..,-...:.....,....,. ~ · · 205'. COl,.INA T.E~.B~f:~ 1. • VISJA .· CA 92084 ,,.._~ -o.,;.--u•>!J .,~•-M ,o-,¥'f~•~~l COMMENTS Page3 Bu~lding Type of Construction Revise type of construction to the 201 O CBC Table 601. Page6 It is noted that storage will be maintained a minimum 36 inches below the deflectors of the CMSA sprinklers. The ceiling is 28 ft. and the storage height is 25 ft. There does not appear to be any clearance between the deflector and the _ceiling. Please clarify and email a PDF of tlie CMSA K-16.8 sprinkler cut sheet. Page7 Industrial Trucks One 4-A:20-BC FE is required in the battery charging· area as indicated. Lower down the page, under Fire Extinguishers, the fire extinguisher type is den0ted as 4-A:10-BC, followed by, the required travel distance to battery charging. Please clarify. the ceiling height is denoted as 30 ft. in the battery charging area. The ceiling height is shown as 28 ft. on the plans and within the report. Please clarify. Pages Smoke & Heat Vents Draft curtains are not required by CFC Table 2306.2.CFC Table 910.3 allows the ratio of floor space to smoke and heat vents to be based on the values for draft curtains with a .depth of 6 ft. The requirement would be a ration of 1 :40, bas~d on a storage height of 25 ft., which is >20 ft. but <30 ft. Please revise required vent area calculation. ·oaryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST 2 T. {760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Mark Wallace PROJECT NAME: Nixon Watches PROJECT DESCRIPTION: CB121083 Pallet Racking BLDG. DEPT COilie 1 of2 Checked by: Daryl Kit James Date: 6/19/2012 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2091 Rutherford Rd .. This pian review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below requ·ire correction, clarification or additional information before this plan check can be approved·for permit issuance. INSTRUCTIONS • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision date~ along with a descriptive narrative of corrections addressing all comments. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfir~@sbcglobal.net E_.:::::_·COff:R,J:CTEO PLANS, D{:SCRIPTIV~ .NAR,.f~ATIVE OF. RE\llSl~.f"S· FQLLOWING:, (:~'CH QJ):M:M_E.~1:J}N, r---%~~10:~:J:: :~:~~~t~~ ?~~jP-t~Y TOT:HE 'FOLLQ:~!~§,AD_OR~~$.:J:9~\lQlQ~J;_L~Y~ 1 205 COLINA lERRACE f .. ViST-A .CA 92084r'-.,.~ ·-----· --·=--·-··---~ COMMENTS TS Project Data Provide Construction Type in accordance with 201 O CBC 602.1 Denote S-1 warehouse storage area size. Specify construction type in accordance with 2010 NFPA 13 Section 3.7. DenotE:l the Occupancy Group of adjacent tenant Deferred Submittals List the following: Fire Sprinkler Plans 201 O CFC 901.2 & 2010 NFPA 13 Fire Alarm Plans 2010 CFC 907.1.1 & 2010 NFPA 72 1 Proposed Rack Plan Racking plans to show compliance with High-Piled Storage Fire .Protection _Technical Opinion & Report conditions and requirements. Usable storage height for each storage area. . Location and classification of commodities in accordance with CFC 2303. Location of commodities that which are banded or encapsulated. Location of fire department access doors. CFC 2306.6.1 Dimension and location of transverse and longitudinal flue spaces. Label type of racks in accordance with 2010 NFPA 13. Denote dead end aisles. Roof deck height Type, location and specifications of smoke & heat vents. Curtain board system not applicable Exit signs, means of egress illumination SCE 1 of 1 Storage Rack Elevations Illustrate height from floor to pottotn of roof deck, Denote the distance from top of storage to roof deck. Denote the distance from top of storage to bottom of the sprinkler deflector. Roof Plan Page2 of2 Provide a roof plan, denote locations, dimensions, and distance between smoke and heat vents, in accordance with the High-Piled Combustible Storage Report Page 9 Sec. 4.4. Demonstrate compliance with the requirements set forth in CBC Sections 910.3.1 through 910.3.5.2 and Table 910.3. Provide a plan denoting the locations of the following: . Means of egress illumination level not less than 1-foot candle at the walking surface throughout the rack storage system, equipped with minimum 90-minute battery backup. CBC 1006 Internally lit exit signs or externally illuminated exit signs with an intensity ·of not less than 5 foot-candles, visible througliout the rack storage system; equipped with 90-minute battery backup. CBC 1011 Comments generated by Technical Opinion & Report Applicable to Racking Plans Denote location and dimensions of smoke & heat vents in accordance with Page 8 of revised report. Provide design details for the installation of additional smoke and heat vents showing conformance with CFC 910.3.1. Provide manufacturer cut sheets, labels and listings, to indicate compliance with FM 4430, ICC ES AC 331, or UL 793. Design and installation must also be shown to conform to 910.3.2 through 910.3.5.2 and Table 910.3. Page 1 of2 BLDG. DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 CORRECTION LIST T. (760)724-7001 Email: kitfire@sbcglobal.net APPLICANT: Mark Wallace PROJECT NAME: Nixon Watches PROJECT DESCRIPTION: CB121083 Pallet Racking Checked by: Daryl Kit James Date: 6/13/2012 JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2091 Rutherford Rd. This plan review has been conducted in· order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below teq_uire c.orrection, clarification qr additional information before this plan check can be approved for permit issuance. · INSTRUCTIONS • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates along with a descriptive narrative of. corrections addressing all comments. • Please direct any questions. regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net 'i<''~' CORRECTED PLANS,: 'DESCRIPTIVE NARRATIVE' OF REVISIONSiFOlLOWING:'·EACWCO,MMVENT :ON ... --JFHIS 'FORM M.UST:BE SUBMITTED .DIR~.QJ:bJ'.FO ... THI; FQi;_kQyill_~§-~.Q,Qf{_~§~S_: TQ_~_9JD-'D..i;l:-!iY~ ----J r ___ .O,Af~Y~ K JAME$ ~-AS~~.QQIA'.H=.§,Jt{Q:~ 1 · · 205 COLINA TERRACE: I C' '"-' ,-·-·--· t · .. VISTAi 0~ 92084 COMMENTS TS Project Data Provide Construction Type ih accordance with 201 O CBC 602.1 Denote S-1 warehouse storage area size. Specify construction type in accordance With 2010 NFPA 13 Section 3.7. Denote the Occupancy Group of adjacent tenant Deferred Submittals Listthe following: Fire Sprinkler Plans 2010 CFC 901.2 & 2010 NFPA 13 Fire Alarm Plans 2010 CFC 907.1.1 & 2010 NFPA 72 1 Proposed Rack Plan Racking plans to show compliance with High-Piled Storage Fire Protecti.on Technical Opinion & Report conditions and requirements. Usable storage height for each storage area. Location and classification of commodities in accordance with CFC 2303. Location of commodities that which are ban.ded or encapsulated. Location offire department access doors. CFC 2306.6.1 Dimension and location of transverse and longitudinal flue spi:!ces. Label type of racks in accordance with 201 O NFPA 13. Denote dead end aisles. Roof deck height Type, location and specifications of smoke & heat vents and curtain board systems. Exit signs, means of egress illumination SCE 1 of 1 Storage Rack Elevations Illustrate height from floor to bottom of roof deck. Denote the distance from top of storage to roof deck. Denote the distance from top of storage to bottom of the sprinkler deflector. Roof Plan Page 2 of2 Provide a roof plan, denote locations, dimensions, and distance between smoke and heat vents, in accordance with the High-Piled Combustible Storage Report Page 9 Sec. 4.4. Demonstrate compliance with the requirements set forth in CBC Sections 910.3.1 through 910.3.5.2 and Table 910.3. Provide a plan denoting the locations of the following: Means of egress illumination level not less than 1-foot candle at the walking surface throughout the rack storage system, equipped with minimum 90-minute battery backup. CBC 1006 Internally lit exit signs or externally illuminated exit signs with an intensity of not less than 5 foot-candles, visible throughout the rack storage system, equipped with 90-minute battery backup. CBC 1011 Technical Assistance Provide a High-Piled Storage Fire Protection Technical Opinion & Report to address warehouse storage conditions for compliance with California Fire Code Chapter 23. Contact the Carlsbad Fire Department for a list of qualified engineers or consultants with CFC Chapter 23 and NFPA 13 expertise. The fire official is authorized to require design submittal to be prepared by, and bear the stamp of, a registered design professional. Listed below is a short list of approved consultants: • Ken Wagoner at Parsley Consulting --760-745-61'81 • Elley Klausbruckner --858-677-9878 ...... ctural • • ng1neer1ng 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e-mail: mail@sceinc.net Project Name: NIXON WATCHES Project Number : M-050712-3 Date : 05/14/12 Street Addr?ss: 2091 RUTHERFORD RD City/State : CARLSBAD, CA 92008 Scope of Work: SELECTIVE RACK MAY 1 4 201,2: 1 • Structural .. c·onc(:)pts ~ Engineering r"' ~ 1200 N. Jefferson Ste. Ste E Anaheim, CA 92807 Tel: 714,632.7330 Fax; 714.632,7763 By: S.P. Project: NIXON.WATCHES Project#: M-050712-3 TABLE OF CONTENTS Title Page .............................................•.................................................................. 1 ·Table of Contents..................................................................................................... 2 Design Dataand Definition ofCompon~nts ............................................................ · 3 Critical Configuration .............................................•......... -...................................... 4 Seismic Loads-............................................ -.......................................... -.................. 5 to 6 ·column ......................................................................................................... ·.......... 7 Beam and Connector ................................. -..........•................................................. 8 to 9 Bracing .................... -......................... -..................................................................... 10 Anchors ............................................................................................................... _... 11 Base Plate ..................................................................................... _.......................... 12 Slab on Grade ..............................•........................................................................... 13 Other Configurations ..................... _......................................................................... 14to NIXON WATCHES-lYPE I SELECT Page;)._ of I J.,..---5/9/201·2 Structural C~ncepts ~ Engineering ~ · 1200 N. Jefferson Ste, Ste E Anaheim. CA 92807 Tel: 714,632.7330 fax; 714,632.7763 By: S.P. Project: NIXONWATCHES Project#: M-050712-3 Design Data 1) The analyses conforms to the requirements of the 2010 CBC and the 2008 RMI/ ANSI MH 16.1 Rack Design Manual Steel Storage Racks (RMI) and the ASCE 7-05, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy=55 ksi Longitudinal frame beam and connector steel conforms-to ASTM A570, Gr;SS, with minimum yield, Fy=55 ksi All other St:eel conforms to ASTM A'36, Gr. '36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. 4) All welds ~hall conform to AWS procedures, utilizing E70xx: electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The slab on grade is 5" thick with minimum 2500 psi compressive strength. Soil beanng capacity is 1000 psf. Definition of Components Frame Height Product A Beam Spacing Column Beam to Column Connector ~=~~~~='===~~~dl:l~ Base P.late and Anchors Beam Length Front View: Down Aisle (LongitudinaQ Frame NIXON WATCHES-TYPE I SELECT Page 3 of tS- !..-.Frame ..J I Depth I Section A: Cross Aisle (Transverse ) Frame Horizontal Brace Diagonal Brace 5/9/2012 ~tructura! . Concepts ~-Engineering 12QP N. Jefferson Ste, ste f Anaheim. CA 92807 Jel: 714.632.7330 Fax: 714 632 7763 By: S.P. Project: NIXONWAT~HES Project#: M-050712-3 Configuration & Summary: TYPE 1 SJ?LECTIVE RACK . ,~ T 62" + 240" 62" t 62" ' J ' ' Seismic Criteria Ss=l.166, Fa=l.034 Component Column Column & Bac!<er Beam Beam Connector Brace-Diagonal Base Plate Anchor Slab&Soil Level I Load 1 2 3 Notes Per Level 3,000 lb 3,000 lb 3,000 lb NIXON WATCHES-lYPE I SELECT #BmLvls 3 Fy=55 ks~ None Fy=55ksi, Fy=55 ksi Fy=55ksi Fy=36ksi 2 per Base BeamSpcg 62.0 in 62.0 in 62.0 in ~ **RACK COLUMN REACTIONS 16" ASDLOADS ~ AXTAL DL= 150 lb 24" -+-AXTAL LL= 4,500 lb 24" SBSMIC AXTAL Ps=+/-2,566 /b -+-BASE MOMENT= 0 in-lb 24-" 240• -+- 24-" ~ 4- 24" -+- 24". -+- 24" ~ + _,}:-42' ~ Frame Depth Frame Height # Diagonals Beam Length Frame Type 42 in 240.0 in 8 96in Single Row Description Mecalux. USO . P=4650 lb, M=9558 in-lb ~or:ie None Intlk 36E 3.655Hx2.75Wx0.063"Thk lu=96in I Capacity: 4085 lb/pr Lvl 1: 3 pin OK I Mconn=7448 in-lb I Mcap=12691 in-lb -- Mclx U515 Sgl 1.97xl.38x16ga(U80)' 7x5x3/8 I Fixity= O in-lb 0.5'' x 3.25" Embed HILTI KWIK BOLLT 1Z ESR 1917 Inspection Reqd (~et Seismic Uplift=1387 lb) 5" thk x 2500 psi slab on grade. lPOO psf Soil Bearing Pressure Brace 24.0 in 24.0in 24.0in 24.0in 24.0 in 24.0 in 24.0 in 16.0 in I Story Force f Story Force Transv Longit. . 142ib 2841b 4261b 541b 1081b 1621b Total: . 852 lb 3241b ,,.- Page Y of / i Column Axial 4,650 lb 3,100 lb 1,550 lb I Column Moment 9,558 "# 4,185 "# 2,511 "# I Conn. Moment 7,448 "# 4,805 "# 3,236 "# STRESS 0.76-0K N/A 0.73-0K 0.59-0K 0.16-0K 0.53-0K 0.475-OK 0.6-0K Beam Connector 3 pin OK 3 pin OK 3 pin OK 5/9/2012 St~ctural ·· C~ncepts ~?9 Engineering -~ 1200 N, Jefferson Ste. Ste E Anaheim. CA 92807 Tel; 714.632.7330 fax; 714,632.7763 By: S.P. Project: NIXON WATCHES Seismic Forces Configuration: TYPE 1 SELECTIVE RACK Lateral analysis is performed with regard to the 2010 CBC Sec. 2208.1, 2008 RMI/ANSI MH 16.1 Sec 2.6 & ASCE 7-05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load V= Cs*Ip*Ws=Cs*Ip*(0.67*LL *f)lrf+DL} -Fi-,;,;•vt Csl= [Sds/R] * o.67 oelildu-,,.rRMI-s,,czr&s,cnUntslali!sReLhctknfirASD,_., = 0.1346 Cs-max* Ip= 0.1346 Cs2= 0.044*Sds*0.67 Vmm= 0.015 = 0.0237 Elf Base Shear=Cs= 0.1346 Cs3= [0.5*51/R] '!' 0.67 = 0.0369 Ws= (0.67*PLru,1 * PL)+DL = 6,330 lb Cs-max= 0.1346 vtransv=Vt= 0.1346 * (300 lb+ 6030 lb) EL= 8521b Base Shear Coeff=Cs:=:: 0.1346 .4$D Format LDads Level PRODUC LOAD/LVL,Pl 1 3,000 lb 2. 3,000 lb 3 3,000 lb sum: 9,000 lb Pl *0.67*PLrf 2,010 lb 2,010 lb 2,010 lb 6,030 lb ASD Level Transverse seismic shear per upright DL hi wi*hi 100 lb 62 in 130,820 1001b 1001b 3001b 12.4 in 186in 'N=6330 lb 261,640, 392,460 784,920 Lon itudinal Downaisle Seismic Load Ws= (0.67 * P4!fl * PL}+ DL Project#: M-050712-3 Ss= 1.166 S1= 0.441 Fa= 1.034 Fv= 1.559 Sds=2/3*Ss*Fa= 0.804 Sd1=2/3*S1*Fv= 0.458 Ca=0.4*2/3*Ss*Fa= 0.3215 (fransverse, Braced Frame Dir.) R= 4,0 Ip= 1.0 P4lF!.= J,0 Pallet Height=hp= 48.0 in DL per Beam Lvl= 100 ib Fi Fi*(hi +hp/2) 142.0 lb 12,212-# 284.0 lb 42,032-# 426.0 lb 89,460-# 8521b Z:=143,704 Similarly for longitudinal seismic loads, using R=6.0 Csl=Sdl/(T*R)= 0.0512 Cs2=.0.0237 = 6,330 lb (Lcngitudinal, Unbraced Dir.} R= 6.0 _c_s=_Cs_-m_ax_~..:..p_=_0_.0_5_1_2 ______ ___, _______ -r_=..,1.00 sec Cs3= 0.0246 Cs-max= 0.0512 Level PRODUC LOAD/LVL,Pl 1 2 3 3,000 lb 3,000 lb 3,000 lb Vlong=; 0.0512 * (300 lb+ 6030 lb) EL= 324 lb ASD Level Longit. seismic shear per upright PL*0.67*PLrf 2,0101b 2,010 lb 2,010 lb DL 1001b 100 lb 1001b hi 62in 124in 186in wi*hi 130,820 261,640 392,460 R 54.0lb 108.0 lb 162.0 lb Front View sum: 6,030 lo 300 lb W=6330 lb 784,920 324 lb =================================::::::=============:::::::========== ,NIXON WATCHES-TYPE I SELECT Page {of / J,...---5/9/2012 Structural Concepts ~s;;;/5 Engineering . . ,~, -·.. 1200 N, Jefferson ste, Ste E Anaheim. CA 92807 Tel: 714.632,7330 fax; 714.632.7763 By: S.P. Project: NIXON WATCHES Downaisle Seismic Loads Configuration: TYPE 1 SELECTIVE RACK Determine the story moments by applying portal analysis. The,base plate is assumed to provide no fixity. Seismic Story Forces Vlohg= 324 lb Vcol=Vlong/2= 162 lb Fl= 541b F2= 108 lb F3= 162 lb Seismic Story Moments Conceptuar System Project#: M-050712-3 ·Mbase-max= O in-lb Mbase-v= (Vcol*h1eff)L2 <=== Default capacity hl-eff= hl -beailfcfip heiglit/2 = 59in = 4,779 in-lb <=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v = 0 in-lb PINNED SASE ASSUMED M 2-2= [Vcol-(Fl)/2] * h2 M 1-1= [Yeo!* hleffj-Mbase-eff = (162 lb * 59 in)-0 in-lb = [162 lb -54 lb)*62 in/2 = 9,558 in-lb Mseis= (Mupper+Mlower)/2 Mseis(l-1)= (9558 in-I~ +4185 in-lb)/2 = 6,872 in-lb LEVEL hi Axial Load 1 62in 4,650 lb 2 62in 3,100 lb 3 62in 1,5501b = 4,185 in-lb Mseis(2-2)= (4185 in-lo+ 2511 in-lb)/2 = 3,348 in-lb Summary of Forces Column Moment · Mseismic 9,558 in-lb 6,872 in-lb 4,185 in-lb 2,511 in-lb 3,348in-lb 1,256in-lb Mend-fixity 3,059 in-lb 3,059in-lb 3,059 in-lb Mconn= (Mseismic + Mend-fixity)*0.75 Mconn-alloW(3 Pin)= 12,691 in-lb- --NIXON WATCHES-iYPE I SELECT P~qe {p of/ J h2 h1 h1eff 11 Beam to Column Elevation Mconn** 7,448 in-lb 4,805in-lb 3,236 in-lb Beam Connector 3 pin OK 3pinOK 3pinOK 5/9/2012 Structural · Concepts ~-Engineering -~ 1200 N. Jefferson.Ste. Ste E Anaherm. CA 92807 Tel; 714.632.7330 Fax; 714,632.7763 By: S.P. Project: NIJCONWATCHES Project#: M-050712-3 Column (Longitudinal Loads) Configuration: TYP~ 1 SELECTIVE R,ACK Conforms to the requirements of Chapter CS of the AISI Cold .Formed Steel Design Manual for combined bending and axial loads. Section Properties Section: Mecalux USO Aeff = 0.616 inA2 Ix = 0.946 inA4 Sx = 0.596 inA3 rx= 1.240 in Qf= 1.67 Iy = 0.503 inA4 Sy= 0.347 inA3 ry= 0.903in Fy= 55 ksi Kx = 1.7 Lx= 60.2 in Ky= 1.0 Ly= 24.0 in Cb= 1.0 r 3.200m ~1 ' 0.075 in 2.700 m E= 29~500 ksi Cmx= 0.85 J_ Loads Considers loads at level 1 . Critical /bad case RMI Sec 2.1, item 4: {1+0.11Sds)DL + {1+0.14SDS)PL *0.75+EL *0.75 <= 1.0, ASD Method Axial Load=P= {1.088418*1S0 lb)+(l.112532*4500 lb*0.75) Moment=Mx= Mcol*0.75 COLUMN DL= 150 lb COLUMN PL= 4,500 lb Meal= 9,558 in-lb 0.11Sds= 0.088418 0.14Sds= 0.112532 Axial Analysis = 3,918 lb = 9558 in-lb * 0.75 = 7,169 in-lb Kxlx/rx = 1.7*60.17"/1.24" = 82.5 Fe= nA2E/(KL/r)maxA2 = 42.Sksi Pn= Aeff-l'Fn = 22,992 lb P/Pa= 0.33 > 0.15 Bending Analysis KyLy/ry = 1*24"/0.903" = 26.6 Fy/2= 27.5 ksi Qc= 1.92 Check: P/Pa + (Cmx*Mx}/(Max*µx} :s; 1.0 P/Pao + Mx/Max :s; 1.0 Pno= Ae*Fy Pao= Pno/!J.c Fe> Fy/2 Fn= Fy(1-Fy/4Fe) = 55 ksi*[l-55 ksi/(4*42.8 ksi)] = 37.3ksi Pa= Pn/Qc = 22992 lb/1.92 = 11,975 lb Myield=My= Sx*Fy = 0,616 inA2 *55000 psi = 33,880 lb = 33880lb/1.92 = 17,646 lb = 0.596 inA3 * 55000 psi = 32,780 in-lb Max= My/Qf = 32780 in-lb/1.67 = 19,629 in-lb µx= {1/[1-(Qc*P/Pcr)]}A..1 = {1/[1-(1.92*3918 lb/26333 lb)]}A..1 = 0.71 Combined Stresses Per= nA2EI/(KL)max.A2 = nA2*29500 ksi/(1.7*60.17 in)A2 = 26,3331b (3918 lb/11975 lb) + (IJ.85*7169 in-Ib)/(19629 in-lb*0.71) = (3918 lb/17646 lb)+ (7169 in-lb/19629 in-lb)= 0.76 0.59 < 1.0,OK < 1.0,OK NIXON WATCHE5-1YPE I SELECT P.age 7 of/ 5 (EQ CS-1) (EQ CS-2) 5/9/2012 St'etura, ~E:ineering ~ 1200 N. Jefferson Ste. Ste F Anaheim, CA S2.S07 Tel: 714.632.7330 Fax: 714.632..7763 By: S.P. Project: NIXON WATCHES BEAM Configuration: TYPE 1 SELECTIVE RACK DETERMINE ALLOWABLE MOMENT CAPACITY A) Check compression flange for local bucl<linq (B2.1) W= C-2*t-2*r = 1.75 in -2*0.063 in -2*0;063 in = 1.498 in w/t= 23.78 !=lambda= [1.052/(k)"0.5} * (w/t) * (Fy/E)"0.5 = [1.052/(4)"0.SJ * 23.78 * (55/29500)"0.5 = ·o.54 < 0.673, Flange is fully effective B) check web for focal butlding per section-b2.3 fl(comp)= Fy*(y3/y2)= 49.42 ksi f2(tension)= Fy*(yl/y2)= 101.19 ksi Y= f2/f1 = -2.048 k= 4 + 2*(1-Y)"3 + 2*(1-Y) = 66.73 flat depth=w= y1 +y3 = 3.403 in w/t= 54.01587302 OK Eq. B2.3-5 Eq. B2.3-4 !=lambda= [1.052/(k)"0.5] * (w/t) * (f1/E)A0.5 = [1.052/(66.73)AO.SJ * 3.403 * (49.42/29500)"0.5 = 0.285 < 0.673 be=w= 3.403 in bi= be(3-Y) = 0.674 b1+b2= .2.374 in b2= be/2 = 1.70 in > 1.1167 in, Web is fully effective Determine effect of cold working on steel yield point (Fya) per section A7.2 Fya= C*Fyc + (1-C)*Fy (EQ A7.2-1) Lcorner=Lc= (p/2) * (r + t/2) 0.148in Lflange-top=Lf= 1.498in m= 0.192*(Fu/Fy) -0.068 C= 2*Lc/(Lf+2*Lc) = 0.165 in (EQA7.'?,-4) = 0.1590 Be= 3.69*(Fu/Fy) -0.819*(Fu/Fy)A2 -1.79 = 1.427 since fu/Fv= 1.18 < 1.2 and r/t= 1 < 7OK then Fye= Be * Fy/(R/t)"m (EQ A7.2-2) = 78.485 ksi Thus, Fya-top= 58.88 ksl (tension stress at top) Fya-bottom= Fya*Ycg/(depth-Ycg) = 114.29 ksi (tension stress at fJottom) Check allowable tension stress for bottom flange Lflange-bot=Lfb= Lbottom -2*r*-2*t = 2.498 in Cbottom=Cb= 2*Lc/(Lfb+2*Lc) = 0.106 Fy-bottom=Fyb= Cb*Fyc + (1-Cb)*Fyf = 57.49 ksi Fya= (Fya-top )*(Fyb/Fya-bottom) = 29.62 ksi ifF= 0.95 Then F*Mri=F*Fya*Sx=I 18.74 in-k l ,I Eq. B2.1-4 Eq. B2.1-1 EqB2.3-2 Project#; M-050712-3 2,75in ~Sin 4 T 3.655in 1.625 in _j_ 1~ 0.063in Beam= Intlk 36E 3 655Hx2 75Wx0 063"Thk Ix= 1.301inA4 Sx= 0.666 in"3 Ycg= 2.412 in t= 0.063in Bend Radius=r= 0.063 in Fy=Fyv= 55.00 ksi Fu=Fuv= 65.0,0 ksi E= 29500ksi top flange=b= 1.750 in bottom flange= 2.750in Web depth= 3.655 in Fy m depfu i (EQA7.2-3) Y1 yl= Ycg-t-r= 2.286 in y2= depth-Ycg= 1.243 in y3= y2-t-r= 1.117 in Streura1 , -ce:ineering ....... ·._ :·.:'·r 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Te\: 714.632.7330 Fax: 714.632.7763 By: S.P. 13EAM . RMI'Settion 5.2, PT II Section Project: NIXON YfATCH!:~ Configuration: 1YPE 1 SELECTIVE RACK Beam= Intlk 36E 3.655Hx2.75Wx0.063'Tok Ix=Ib= 1.307 in"4 Bending Sx= 0.666 in"3 t= 0.063in Fy=F-yv= 55 ksi Fu=Fuv= 65 ksi Fya= 58.9 ksi Mcenter=F*Mn= W*L *W*Rm/8 E= 29500 ksi F= 150.d · L= 96in Project#: M·0S0712·3 2.75in t5in + T 1.625in 3.655in l~ 0.063in W=LRFD Load Factor= 1.2*DL + 1.4*PL+l.4*(0.125)*PL FOR DL=20/o of PL, RMI 2,2, item 5 W= 1.599 Rm= 1 -[(2*F*L)/(6*E*Ib + 3*F*l)J -1-(2*150*96 in)/[(6*29500 ksi*l.307 in"3)+(3*150*96 in)] = 0.895 ifF= 0.95 Then F*Mn=F*Fya*Sx= 37.25 in-k Thus, allowable load per beam pair=W= F*Mn*8*(# of beams)/(L *Rm*W) i;>efll!!ction = 37.i5 in-k * 8 * 2/(96in * 0.895 * 1.599) = 4,339 lb/pair Mend= W*L*(1-Rm)/8 = (4339 lb/2) * 96 in* (1-0.895)/8 = 2,734 in-lb Dmax= Dss*Rd Rd= 1-(4*F*L)/(5*F*L + 10*E*Ib) = 1 -( 4*150*96 in)/[(5*!50*96 in)+(10*29500 ksi*l.307 in"4)J = 0.874in if Dmax= L/180 and Dss= 5*W*L "3/(384*E*Ib) L/180= S*W*L "3*Rd/(384*E*lb*# of beams) solving for W yields, W= 384*E*I*2/ (180*5*L" 2*Rd) = 384*1.307 in"4*2/[180*5*(96 in)"Z*0.874) = 4,085 lb/pair Allowable load= 4,085 lb/pairl St~ural . ~ts . ~1--n~~:~i~;fferson Ste, Ste F Anaheim, CA 92807 Tef: 71•t632.7330 Fax: 714.632.7763 By:.5.P. Project: NIXON WATCHES Project #: M-0507 I 2-3 3 Pin Beam to Column Connection lYPE 1 SELECTIVE RACK rhe beam end moments-shown herein show the result of the maximum induced fixed end monents form se1sm1c + static loads and the code mandated mfnimum value of 1.5%(DL +PL) Mconn max= (Mseismic + Mend-fixity):D.75 = 7/148 in-lb Load at level 1 Connector Type= 3 Pin Shear Capacity of Pin Pin Diam= 0.44 in Ashear= (0.438 in)A2 * Pi/4 = 0.1507 inA2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in"2 . = 3,315 lb Bearing Capacity of Pin teal= 0.075 ·in Omega= 2.22 Fy= 55,000 psi Fu= 65,000 psi a= 2.22 Pbearing= alpha * Fu * diam * teal/Omega = 2.22 * 65000 psi * 0.438 in * 0.075 in/2.22 = 2,135 lb < 3315 lb Moment capacity of Bracket Edge Dfstance=E= 1.00 fn Pin Spacing= 2.0 in C= Pl+P2+P3 tclip= 0.18 in = Pl +Pl *(2.5"/4.5")+Pl *(0.5"/4S') = 1.667 * Pl Mcap= Sclip * Fbending = 0.127 inA3 * 0.66 ll< Fy = 4,610 in-lb ?clip= Mcap/(1.667 * d) C*d= Mcap = 1.667 = 4610.1 in-lb/(1.667 * 0.5 in) = 5,531 fb thus, Pl= 2,135 lb Mcann~allaw= [Pl *4.S"+Pl *(2.5"/4.5")*2.5" +Pl *(0.5"/4.5")*0.5"] = 2135 LB*[4.5"+(2.5"/4.5'')*2.5"+ (0.5"/4.5")*0.5"] = 12,691 in-It> > Mconn-max, OK NIXON WATCHES-TYPE I SELECT Fy= 55,000 psi Sclip= 0.127 inA3 d= E/2 = 0.50 in . 5/9/2012 Structural · Co.ncepts ~P Engineering .. -~ •• c ... · 1200 N, Jefferson Ste, Ste E Anaheim, CA 92807 Tek 714,632.7330 Fax; 714,632.7763 By: S.P. Project: NIXONWATCHES. Project#: M-050712-3 Transverse Brace Configuration: TYPE 1 SELECJ1VE RACK Section Properties Diagonal Member= MclxU515 Sgl 1.97x1.38x16ga(U80) Area= 0.228 in"2 r min= 0.446 in Fy= 55,000 psi K= 1.0 Qc= 1.92 ~l.9G9m ~, l.37tm r=l i I .. . . . I Frame Dimensions ~42.0in~ Diagonal Member Bottoni Panel Height=H= 24.0 in Frame Depth=D= 42.0 in Column Width=B= 2.7 in Clear Depth=D-8*2= 36.6 in ' X Brace=. NO Critical/oad case RMI Sec 2.1/ item 4: (1 +0.11Sds}DL + {1+0.14SDS}PL *0.75+El:.*0.75 <= 1.~ ASD Meth[4 DL=PL=O for upright brace members Vb=Vtransv= 852 lb Ldiag= [(D-8*2)"2 + (H-6")"2]"1/2 = 40.8 in Pmax= V*(Ldiag/D) * o:7s = 621 lb Pn= AREA*Fh = o .. 228 inA2 * 33254 psi = 7,5721b Pallow= Pn/Q = 7572 lb /1.92 = 3,9441b Pn/Pallow= 0.16 . NIXON WATCHE5-1YFE I SELECT <= 1.0 OK SINCE Fe>Fy/'?, Vb (kJ/r)= (k * Ldiag)/ r min =. (1 x 40.8 in /0.446 in ) = 91.5 in Fe= pi"2*E/(kl/r)A2 = 34,776psi Fil= Fy*(1-fy/4fe) = 33,254psi Check End Weld Lweld= 2.5 in Fu= 65ksi tmin= 0.060 in r--D ~1 T 1=:==11 Typical Panel Configuration Wefd capacity= 0.75 * tmin * L * Fu/2.5 = 2,925 lb OK Fage /0 of /J 5/9/2012 Structural . Concepts ~:fiJkP?f Engineering ~ 1200 N. Jefferson Ste. ste E Anaheim, CA 92807 Tel; 714.632J330 fax; 714,632.7763 By: S.P. Project: NIXONWATCHES Single Row Frame Overturning Configuration: 1YPE 1 SELECTIVE RACK Loads Load case per RMI Sec 2.1, item 3: (0.6-0.11Sds)DL + (0.6-0.14Sds)PLapp*0.75 -EL*0.75 Vtrans=V= 852 lb DEAD LOAD PER UPRIGHT =DL= 300 lb (0.6-0.11Sds)= 0.5116 (0.6-0.14Sds)= 0.4875 PL PER UPRIGHT =PL= 9,000 lb PLapp=Pl *0.67= 6,030 lb Nst=(0.511582*DL+0.487468*PLapp*0.75)= 2,358 lb PL@ TOP= 3,000 lb DL/Lvl= 100 lb Frame Depth=D= 42.0 in Htop-lvf=H= 186.0 in # Levels= 3 # Anchors/Base= 2 r(R*hi)= 143,704 in-lb Total Dead Load per Bay=DL= 300 lb h= 210.0 in hp= 48.0 in Load Case 1: Fully Loaded rack Vtrans= 852 lb Movt= r(R*hi)*0.75 = 107,778 in-lb Load Case 2: Top Level Loaded Only Otical Level= 3 V1=Vtop= Cs * Ip * Ws = 0.1346 * (3000 lb) = 4041b V2=VoL= Cs*Ip*DL = 401b Mst= Wst * D/2 = 2358 lb * 42 in/2 = 49,518 in-lb Pinned Base Mst= (0.511582*DL+0.487468*PL*0.75) * D/2 Anchor = (100 lb*3 * 0.5i1582 + 3000 ll,l*0.487468*0.75)*42 in/2 = 26,256-in-lb Check (2). 0.5" x 3.25" Embed HILT1 K.WIK BOLLT TZanchor(s) per base plate. Special inspection is required per ESR 1917. Fully Loaded: Top Level Loaded: Pullout capacity= Tcap= 1,520 lb Shear capacity=Vcap= 1,840 lb Tcap*Phi= 1,520 lb Vcap*Phi= 1,840 lb L.A. City Jurisdiction? NO Phi= 1 (694 lb/1520 lb)Al + (213 lb/1840 (b)Al = (478 lb/1520 lb)Al + (101 lb/1840 lb)Al = NIXON WATCHES-lYPE I 51.:LECT Page /( of /J...- 0.57 0.37 Project#: M-050712-3 T SIDE ELEVATION T = (Movt-Mst)/D = (107778 in-lb -49518 in-lb)/42 in = 1,387 lb Net Uplift per column h= 210.0in Movt= [Vl *h + V2 * H/2]*0.75 = [404 lb*210 in +40 lb*186 in/2]*0.75 = 66,420 in-lb T = {Movt-Mst)/D = (66420 in-lb-26256 in-lb)/42 in = 9561b Net Uplift per column <= 1.2 OK <= 1.2 OK 5/9/2012 Structural · · Cdncepts ~ Engineering ~ 1200 N. Jefferson Ste, ste f Anaheim, CA 92807 Tef; 714,632.7330 Fax: 714.632.7763 By: S.P. Project: NIXON WATCHES Project#: M-050712-3 Base Plate Configuration: 1'(PE 1 SElECTIVE RACK . Section Baseplate= 7x5x3/8 EffWidth=W = 7.00 in Eff Depth=D·= 5.00 in Column Width=b = 3.20 in Column Depth=dc = 2.70 ih L= 1.90 in Plate Thickness=t = 0.375 in a= 2.50 in Anchor c.c. =2*a=d = 5,00 in N=# Anchor/Base= 2 Fy = 36,000 psi Downaisfe Elevation Down Aisle Loads Critical load case RMI Sec 2.1, item 4: (1+0.11Sds}DL + (1+0.14SDS)PL *0.75+EL *0.75 <= 1.0, ASD Method Axial=P= (1.088418*150 lb)+(l.112532*4500 lb*0.75) = 3,9181b Mb= Base Moment*0.75 = 0 in-lb * 0.75 = o in-lb COLUMN DL= 150 lb COLUMN PL= 4,500 lb Base Moment= 0 in-lb 0.11Sds= 0.088418 0.14Sds= 0.112532 ,..,,--Ax-ia_l_Loa __ d_P_=_3-;9_1_8_1_b ______ M_b_a_s_e_-_-M_b_=_O_in--l-b-----..j Effec. Effec. I Axial stress=fa = P/A = P/(D*W) = 112psi MomentStress=fb = M/S = 6*Mb/[(D*BA2J · = 0;0 psi Moment Stress=fbl = fb-fb2 = o.o psi M3 = (1/2)*fb2*L *(2/3)*L = (i/3)*fb2*L A2 = o in-lb .S-plate = (1)(tA2)/6 = 0.023 inA 3/in fb/Fb =-Mtotal/[(S-plate)(Fb)] = 0.32 OK Tanchor = (Mb-(PLapp*0.75*0.46)(a)}/[(d)*N/2J = -1,179 lb NoTension Ml= wL"2/2= fa*L"2/2 = 202 in-lb Moment Stress=tb2 = 2 * fb * L/W = O.Opsi M2= fb1*L"2)/2 Pl = Oin-lb Mtotal = Ml+M2+M3 = 202 in-lb/in Fb = 0.75*Fy = 27,000 psi Pp= 0.7*Pc = 1,750 psi OK Tallow= 1,520 lb OK Cross Aisle Loads Oix:alhldcase RHis.cu, i/J,rn 4: f1+o.11S</$)DL+f1+o.14SDSJPL"IJ.75'EL'D.75 <= 1.0,ASD flkthod Check uplift load on Baseplate Pstatic= 3,918 lb Movt*0.75= 107,778 in-lb Frame Depth= 42.0 in I P=Pstatic+Pseismic= 6,484 lb b =C9lumn Depth;, 2.70 in L =Base Plate Depth-Col Depth= 1.90 in fa = P/A = P/(D*W) = 185 psi Sbase/in == (1)(tA2)/6 = 0,023 inA3/in fb/Fb = M/[(S-plate)(Fb)J = 0.53 · NIXON WATCHES-lYPE I SELECT OK Pseismic= Movt/Frame Depth = 2,5661b M= wL-"2/2= fa*L "-2/2 = 334 in-lb/in Fbase = 0.75*Fy = 27,000 psi Page /2--of / J,.... Check uplift forces on baseplate with 2 or more anchors per RMI 7 .2.2. en the base plate configuration consists of two anchor bolts located on elther side f the cofumn and a net uplift force exists, the minimum base plate thickness hall be determined based on a design bending moment in the pfate equal the uplift force on one anchor times 1/2 the distance from e centerline of the anchor to the nearest edge of the rack column" Ta T Elevation Uplift per Column= 1,387 lb Qty Anchor per -BP= 2 Net Tension per anchor=Ta= 694 lb C= 1.90 in Mu=Moment on Baseplate due to uplift= Ta*c/2 [fb/Fb]*0.75= 0.156 = 659 in-lb Splate= 0.117 inA3 OK 5/9/2012 Structural Concepts ,~_?7 Engineering -~ . 1200 N. Jefferson Ste, Ste E Anahefm, CA 92807 Tel: 714,632.7330 Fax: 714,632.7763 By: S.P. Project: NIXON WATCHES Project#: M-050712-3 Slab on Grade SLAB ELEVATION Base Plate Effec. Basep[ate width=B=-7.00 in Effec. Baseplate Depth=D= 5.00 in Column Loads DEAD LOAD=DL= 150 lb per column unfactored ASO load PRODUCT LOAD=PL=e 4,500 lb per column unfactored ASOJoad P-seismic=EL= (Movt;Frame depth) = 2,566 lb per column unfactored ASO load Puncture Apunct= [(c+t)+(e+t)]*2*t = 189.50 in" 2 Slab Bending Pse=DL +PL +E= 8,602 lb Asoil= (Pse*144)/(fsoil) = 1,239 in" 2 x= (L-y)/2 = 10.4 in Fb= 5*(phi)*(fc)"0.5 = 150. psi NIXON WATCHES-TYPE I SELECT Configuration: TYPE 1 SELECTIVE RACK t width=a= 3.20 in depth=b= 2.70 in ....... ..,,,. ... . . :-: ·:-:.: < ·:.:-:. >':"r.sl~b •• ~ • . . f ... :-~-------~---, . . . •l ' ['lb( I •• •• D • : e ·cross • .Aisle • J-L ___ , ----· . : :i-~: : :, :-: . B • : • : ,: :-:-~~ ~if • · · · · : -: -: -: · : • : • : • :-: · Down Aisle -: · · Concrete f'c= 2;500 psi tslab=t= 5.0 in teff= 5.0 in phi=0= 0.6 Soil fsoil= 1,000 psf Movt= 107,778 in-lb -Frame depth= ·42.0 in Baseplate Plan View Sds= 0,804 0.2*Sds= 0.161 mid\vaydistfaceofcolumntoedgeofplate=c= 5.10 in midway dist face of column to edge of pfate=e= 3.85 in Load Case 1) (1.2+0.2Sds*DL) + (0.85+0.2Sds*PL) + 1.5*EL RMI SEC 2.2 EQTN 5 = 1.36076*150 lb + 1.01076*4500 lb + 1.5*2566 lb = 8,602lb Load Case 2) (0.9-0.2Scls)DL + (0.9-0.2Sds)*PLapp + 1.5EL RMI SEC 2.2 EQTN 6 = (0.73924*150 lb)+ (0.73924*3015 lb) + (1.5*2566 lb) = 6,1891b Load case 3) 1.2*DL + 1.4*PL RMI SEC 2.2 EQTN 2 = 1.2*150 lb + 1.4*4500 lb = 6,480 lb Effective Column Load=Pu= 8,602 lb per column L= (Asoil)"0.5 = 35.20 in M= w*x"2/2 = (fsoil*x:"2)/(144*2) = 374.4 in-lb Page / 3 of / j ,..,..,.- Fpunct= 2.66*phi*sqrt(fc) = 79.8 psi fv/Fv= Pu/(Apunct*Fpunct) = · 0.569 < 1 OK y= (c*e)"0.5 + 2*t = 14.4 in 5-slab= 1 *teff" 2/6 = 4.17 in"3 fb/Fb= M/(S-sfab*Fb) = 0.599 < 1, OK 5/9/2012 St~::epts . ,,. . ~·l;;n~~J1rLste: siefAna~~,~-~~~Tot nu32.7330 Fa~ nZs327763 By: S.P. .:.,,; · proj~_\;;;::tllXONWATCHES , , , ;:,; ; . ··:Project#: M-05Q712-3 ... :.·: l'., Con~guration & Summary: TYPI; .2 SELE~ RACK . · , : . ·· · .. · · ,i '·: · ~ 6Z' +-6Z' +-20" -'I--- 2 40" 18" -'I---240" 18" ~ 18" +-18" --"Is:-- 6" -.I ~ - --"r<- 16" + 24" + 24' + 24" + 24'' -4,:-- 24' + 24" + 24'' ~ ~ / ~ / **RACK COLUMN REACIIONS ASDLOADS AXlAL DL= 280 lb AXlAL LL= 5,625 lb SEISMIC AXIAL Ps=+/-3,725 lb BASE MOMENT= 0 in-lb ,~r--96" --,r ,t=-4z·+ Seismic Criteria #BmLvls Frame Depth Frame Height # Diagonals Beam Length Frame Type Ss=l.166, Fcj::;:1.034 8 42 rn 240.0 in 8 96in Single Row Co~poitent Description STRESS Column Fy=55ksi fJlecaluxUSD P=3070 lb, M=4748 in-lb 0.45-0K Colu!Jln·& Backer None None· None N/A ~m Fv=55ksi Intlk 36E 3.655Hx2.75Wx0.063"Thk Lu=96 in-I Capacity: 4085 lb/pr 0.73-0K Beam Connector Fy=55 ksi Lvl 6: 3 pin OK I Mconn=1276 in-lb I Mcap=12691 in-lb 0.1-0K --·- Brace-Diagonal Fv=55ksi Mclx U515 Sgl 1.97x:1.38x16ga(U80) 0.2-0K Bc!se Plate Fy=36'ksi 7x5x3/8 I Rxity= O in-lb 0.71-0K Anchor 2 per Base 0.5" x 3.25" Embed Hh. lt KWIK /301.L T TZ ESR 1917 Inspection Reqd (Net Seismic Uplift=2205 lb) 0.725-0K Slab&Soil ~" thk x 2500 psi sla!J on grade. 1000 psf Soil Bearing Pressure 0.98-0K .Level I Load I Story Force J Story Force Column 1 Column· 1 Conn. .. Beam Per Level BeamSpcg Brace Transv . Longit. Axial Moment Moment Connector i 4501b 6.0in 24.0in 21b 1 lb 5,905 lb 623 "# 1,276 "# 3 pin OK 2 4501b 18.0 in 24.0in 91b 31b 5,6451b 1,863 "# 1,736 "# 3 pin OK 3 4501b 18.0in 24.0in 161b 61b 5,385 lb 1,848 °# 1,720 "# 3 pin OK 4 4501b 18.0in 24.0in 231b 91b 5,125 lb 1,821 "# 1,696 "# 3 pin OK 5 4501b 18.0 in 24.0in 291b 111b 4,865 lb 1,782 "# 1,734 "# 3 pin OK 6 3;000 lb 20.0 in 24.0in 2061b 791b 4,605 lb 1,925 "# 4,796 "# 3pin OK 7 3,000 lb 62.0 in 24.Qin 3371b 1281b 3,070 lb 4,748 "# 5,109 "# 3 pin OK 8 3,000 lb 62.0 in 16.0in 4681b 1781b 1,535 lb 2,759 "# 3,329 "# 3pinOK Total:, 1,0!:JQ lb 415 lb !INTERLAKE 25E BEAM PROVIDED @ LOWER HANDSTACK LEVELS i-------Notes NIXON WATCHES-TYPE 2 SELECT Page lf of /5 5/912012 Structural , Co~c.epts· ~ Engineering 1200 N, Jefferson §te, ste E Anabeiw, CA naor rer: I:M,632,7330 fax: I14 632.7763 By:. S.P. Project . NIXON WATCHES Project#: M-050712~ Configuration&. Summary: TYPE 3 SELECTIVE RACK --"r 52" + 52' + 240" 12" + 62" -t- 62" ' .I -- Seismic Criteria # BmLvls Ss=l.166, Fa=l.034 5 Component Column Fy=55ksi Column & Ba.cker None Beam Fy=55 ksi Beam Connector Fy=55 ksi. . Brace-Diagonal Fy=55ksi Base Plate Fv=36ksi Anchor 2 per Base Slab&Soil .Level l Load Per Level BeamSpcg 3 2,600 lb 12.0 in 4 2,600 lb 52.0in 5 2,600 lb 52.0 in I 1--___ . _No_tes___.! · NIXON WATCHES-1YPE 3 SELECT --"I<- 16" -"k- 24" ~ ~ 24'" -4-/ 24" 240" + 24" ~ 4=-/ 24" + 24" 4=- 24" -.>I,_- 95• ,f'-42" + **RACK COLUMN REACTIONS . ' ASD LOADS ' AxTAl Dl= 250 lb AXIAL LL= 5,400 lb SBSMIC AXIAL Ps=+/-3,829 lb BASE MOMENT= 3,000 in-lb Frame Depth Frame Height # Diagonals Beam Length Frame Type 42 in 240.0 in 8 96in Single Row .. DescriptiQn . . ''~SS Mecalux 1)80 P=5650 lb, M=8682 in-lb .,0.83-0K None, Nqne -NIA Intlk 36E 3.655Hx2.75Wx0.063'Tok Lu=96 in I Capacity: 4085, lb/pr 0.64-0K Lvl 3: ·3 pin OK I Mconn=3590 in-lb I Mcap=1269~ in-lb 0.28-0K . --- Mclx U515 Sgl 1.97x1.38x16ga(U80) 0.19-0K 7x5x3/8 I Fixity= 3000 in-lb 0.7-0K 0.5" x 3.25".Embed HIL lI KWIK BOLLT1Z !:SR 1917 Inspection Reqd (Net Seismic Uplift=2379 lb} 0.767-0K 5" thk x 2500 psi slab o.n grade. 1000 psf Soil Bearing Pressure 0.96-0K I Story For<:e I Story Force. Column . , Column I Conn. Beam Brace Transv Longit. . Axial Moment Moment Connector 24.din 2101!> 801b 4,050 lb 992 "# 3,590 "# 3 pin OK 24.0in 2901b 1101b 2,700 lb 3,262 "# 3,904 "# 3pin OK 24.0in 3701b 141 lb 1,350 lb 1,829 "# 2,681 "# 3 pin OK 24.0ih 24.0in 16.0in Tot:al: 1,041 lb 3961b. I --Paqe) of /5. 5/9/2012 CB121083 2091 RUTHERFORD RD NIXON: PALLET RACKING DCV G/!!/12 -775 Plr!7v) FiflE ~ (s.c;;'l-w/ ca(cs &/tv}/'l ~ tl., F-C Ct;,fa:o/r2... ~ ~ FC. j\..e_W_ Ftrc Of:::- Flnallnsp. Approved Date By Cl BUILDING &Jcq /1> ~ Cl PLANNING f/)/,1 It~ ~ Cl ENGINEERING ,v,4 Cl FIRE Expedite7~ N fr/ { S'/ I '2--~ AFS Checked by: , . I HazMat I .... . .. . ••r ,. , _.., I I· I g--J r a J, 2-<IL,, -t--/J r(r~J1~1§~ ~ (i!,,,r--e.. APCl::i ""I I I V -- Health Forms/Fees Sent Rec'd Due? By Encina y N Fire ', / y N HazHea!thAPCD / y N PE&M y N School / y N Sewer / y N Stormwater / y N Special Inspection I y N CFO: y N I LandUse: Density. lmpArea: FY: Annex: Factor: PF.F: y N -Comments Date Date Date Date Building tt,/;o, !t-z- Planning Eng_ineering. · Fire c,Jt5)n--. ~/ft'/ /12.,, 7/:l,b/tv. Need? aoone aoone aoone aoone aoone SW a Issued I . , -. ~--· .. ··-· :-~ . ·: _ .. ' . ··-·· :·--:.·.-.. :_ ~-:-: .· ... ·-· .. , ..... -~. ' ., . : .. ~ . ·:. :..:: ... ~ -·' :· ··. ' .. i. . -: .. -{~·<-.