The URL can be used to link to this page

Home My WebLink About1960 KELLOGG AVE; ; CB132790; PermitCity of Carlsbad 12-19-2013' 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB132790 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 1960 KELLOGG AV CBAD Tl Sub Type: INDUST Lot#: 0 Construction Type: NEW Reference# Status: ISSUED Applied: 11/12/2013 Entered By: LSM Parcel No: Valuation: Occupancy Group: 2120930100 $100,000.00 Plan Approved: 12/19/2013 Issued: 12/19/2013 Inspect Area Plan Check #: Project Title: FLOREXPO= INSTALL RACKS FOR FLOWER STORAGE IN EXISTING COOLER Applicant: PAUL BAUER STE 320 23091 ANTONIO PKWY RANCHO SANTA MARGARITA CA 92688 949•505-3764 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFMFee Bridge Fee STD #2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other.E?uilding Fee Pot. Water Con. Fee Meter Size · Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire E"'pedidted Plan Review $695.62 $0.00 $486.93 $0.00 $0.00 $21.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 -$0.QO $0.00 $0.00 $0.00 $4.00 $0.00 Total Fees: $1,207.55 Total Payments To Date: Owner: JORKEN LLC 1960· KELLOGG AVE CARLSBAD CA 92008 Meter Size Add'I Reel. Water Con. Fee Meter t=ee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) Licetlse Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL MasterDrainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $1,207.55 Balance Due: $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 ?? ?? $1,207.55 $0.00 FINAL APPROVAL Date: /-? ~/I/ Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" offees, dedications, reservations, or other exactions hereafter collectively ref1;1rred·to as "fees/exactions." You have 90 day~ from the date this permit was issued.to protest imposition of these fees/exactions. If you protest them, you must follgw the protest procedures set forth in Government Code Secti0n·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 cjnnul 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 llimilar application processing or seryice fees in connection with this project. NOR DOES IT APPLY to any fees/exa lion f whi o h v sl n iv n N Tl E imil r hi r to which h statut oflimitations has reviousl otherwise ex ired. .,;· THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILDING OFIRE OHEALTH 0HAZMAT/APCD -~. «~~> Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.goy www.carlsbadca.gov Plan Check No. c2B '3 d? q 0 ~ CITY OF Est. Value /00 000 CARLSBAD Plan Ck. Deposit /..I g'(:,, 9 .3 JOB ADDRESS CT/PROJECT# # OF UNITS # BEDROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) PttStl B~ S'f.tSTIIU~ PROPOSED USE GARAGE (SF) Sib~ e' Pc,-o 1/V ef-S-ral-k APPLICANT NAME (Primary· Contact) .{>.(¥A-l--I?,~~ CITY /J L \ STATE ZIP a,., I oe? ~C,ij-1> ~~ MAµp/rt-1 rA-c.A· , -soo o PROPERTY OWNER NAME F-t--0.p_l?:~ {) 0 ADDRESS' iCoO J'==-€ J,....L..b(s> CITY _ST'q\--ZIP PHONE i £ . 7~0 -'f17-33-Jo STATE LIC. # , ~,,0 irr. ,w,w~~_,cJ:-~ 8 3 8 SUITE#/SPACE#/UNIT# APN # BATHROOMS TENANT BUSINESS NAME FL-o fL. '=Y.. f o F 1---C)W el-s TD 1--lt<c t:: '3~3SQFT , PATIOS (SF) DECKS (SF) FIREPLACE YESO APPLICANT NAME (Secondary Contact) ADDRESS CITY STATE PHONE FAX EMAIL · CONTRACTOR BUS. NAME Me.==r-.fh.--refit ADDRESS I J 3 a. I\.JJ r-/-, 2.2. /l-,PAJ1;:1ng--1-kVEt CITY C..-H 'IV o CONSTR. TYPE OCC. GROUP ZIP (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 issu , also requires the-· applicant for such permit to file a signed statement tfiat he.is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Secti 00 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 perm· subjects the applicant to a civil penalty of not more than five hu.ndred dollars ($500)). Workers' Compensation DeclaraUon: / hereby affirm under penalty of perjury.one of the following declarations: 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 permit is issued. have and will maintain workers' compensatlon8 3;1 ~~i~ by Section 3700 of the Labor Code, tg/,he performance 01 the work f~ whic~hl§.J:>erm~s issued. My workers' compensation in ran carrier_and policy number are: Insurance Co. -1'". e,w.t#J( /.J1,off' ft"" I ,.,~~ ~ Policy No. f.ls O IQ 9 :::> l., S-'i Expiration Date b i 1...0 L ~ section need not be completed if the permit is for one hundred dollars ($100) or less. . · LJ Certificate of Exemptjon: I certify th a tin the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In addition to the cost of compensaUon, damages as pr eel f ction 6 of the Labor code, interest and attorney"s fees. l R$ CONTRACTOR SIGNATURE lllllllllfl--} 2.-f ~ I hereby affirm 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 CQmpensation, 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 himse[ 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-builderwlll have the burden of proving that he did not build or improve for the purpose of sale). 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). D I am exempt under Section ___ --'Business and Professions Code for this reason: 1. I personally plan to provide tne major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the foliowing person (firm) to provide the proposed construction (include name address/ phone/ 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 I address I phone/ 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 I address I phone/ type of work): R$ PROPERTY OWNER SIGNATURE DATE H t1-/3 Is ihe applicant or future building occupant required to submit a business pl~e!1ely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No· ?.r"",,. Is the applicant or future building occupant required to obtain a permit from t pollution control district or air q!;znagement district? , Yes ~ Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? , Yes , , N IFANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLE , HE 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 I certify1hatl have read the application and state that the above Jnfonnation Is conectand that the Information on 1he plans Is accurate. I agree to complywi1h all City ordinances and State laws relating to building construction. I h~reby authorize representative of the City of Carlsbad to enter upon the above mentioned property i:lr inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH ~AY IN ANY WAY ACCRUE AGAINST SAID CITYJN 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 ()ffK;jal under the provisions of this Code shall expire by !imitation and become null and vokl if the buikling or oork authorized by such permit is not commenced v.ithin 180 days from the date of such permit or if the building rk au n~z~ b ~rmit is suspen~ or abandoned at any time _after the oork is commenced for a pe7· of 1807ys '.Section 106.4.4 Uniform Building Code} . ..@S' APPLiCANT'S SIGNATURE -. . -, . _ . -DATE JI l 2-13 . . -~. ' -,_ - STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. F_ax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CONTACT NAME ADDRESS ' ' ,,-'_ CITY, -. . . , .. ,, '" STATE : 1' PHONE . - ; ,l' _..J FAX EMAIL DELIVERY OPllONS PICK UP: CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) CONTRACTOR (On Pg. 1) OCCUPANT (Listed above) OCCUPANT (Listed above) l « : ZIP .-,·,' '' MAIL/FAXTOOTHER: ___________ ~---- A$ APPLICANT'S SIGNATURE '' CO#: (Office Use Only) OCCUPANT NAME BUILDING ADDRESS CITY STATE Carlsbad CA OCCUPANT'S BUS. LIC. No. ASSOCIATED CB#·~--~---~------ NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE ZIP Inspection List Permit#: CB132790 Date Inspection Item 12/31/2013 89 Final Combo 12/31/2013 89 Final Combo Friday, January 03, 2014 Type: Tl INDUST FLOREXPO= INSTALL RACKS FOR FLOWER STORAGE IN EXISTING COOLE .. 1!1spector __ A_ct ____ C_o_m_m_e_n_ts ______________ ·-- RI PB AP AM PLS -FIRE IN EARLY AM WILL BRING CARD Page 1 of 1 }.> ~ CITY OF / CB132790 1960 KELLOGG A.V ~RLSBAD ' INSP·ECTION REC'ORD ding Division FLOREXPO= INSTALL RACKS FOR FLOWER STORAGE IN EXISTING COOLER NSPECTJON RECORD CARD WITH APPROVE!)~ ; , 1LANS MUST BE KEPT ON THE JOB , .. Tl INDUST Lot#: PAUL BAUER :ALL BEFORE 3:30 pm FOR NEXT WORK.DAY lNSPECTJON =oR BUILDING,iNSPECTION CALL: 7 60-602 .. 27 zs;. 0R,GQ-_To:·www,car1sbaclca,go'((Bu11c1109AND~l!i?PofG. · · 'RecJu ·sun pectJ :.n~ · TE:·. ·. (q-· . ) Planning/Landscape 760-944-846t. Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm .. Fire Prevention 760-602-46~ Allow 48 hours· _ l)pe of Inspection Type of Inspection ODE # BUILDING Date Inspector CODE # ELECTRICAL #11 FOUNDATION #31 D ELECTRIC UNDERGROUND D UFER #12 REINFORCED STEEL #34 ROUGH ELECTRIC #68 . MASONRY PRE GROUT _ #33 0 ELECTRIC SERVICE O TEMPORARY D GROUT D WAL_L DRAINS #35 PHOTO Y0LTAIC. #10 TILT PANELS #39 FINAL ---,------------t-------'-------t #11 POUR STRIPS CooE II MECHANICAL #11 C~LUMN FOOTINGS #41 UNDERGROUND DUCT$ i,PIPlNG #14 SUBFRAME D FLOOR D CEILING #44 D_.DUCJ."'·"~u~r D REf. PIPING #15 ROOF SHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS. #49 Fl.MAJ. . · ·. : , . . _ . #16 INSULATION CODE ff COMBO INSPECTION #18 EXTERIOR LATH i- #17 INTERIOR LATH & DRYWALL lis2 i>iWwALi.,m,iA'rif, GAS TES (11,1s,23> #51 POOL EXCA/STEEL/BOND/FENCE . #83.·. Ro:or:silEA'(ING;EXTSHEAR(13,15) . #55 PREPLASTER/FINAL #84 .-~~-~Q'uG~_PQMBO (14,24,34,44) #19 FINAL CODE II PLUMBING Date #89 RNAl OCCUPANCY (19,29,39,49) #22 OSEWER&BL/~0 D PL/CO ---,-----------,- #21 UNDERGROUND DWASTE D W1R #24 TOP OUT D WASTE .. D WTR A/S UN.DEROROiJND VISUAL #27 TUB & SHOWER PAN A/SUNDERGROUNDHYDR0 #23 D GAS TEST D GAS PIPING A/S'UNDERGROUND FLUSH #25 WATER HEATER · ' A/S OVERHEAD VISUAL #28 SOLAR WATER A/$0VERHEADHYDROSTATIC #29 FINAL . A/Sflf4Al CODE II STORM WATER F/AR0_UGH-IN #600 PRE-CONSTRUCTION MEETING F/AANAL #603 FOLLOW UP INSPECTI_0N FIXED ~NGUISHING SYSTEM ROUGH-IN #605 NOTICETQ CLEAN· FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM ANAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL GAS FINAL Date Inspector SEE BACK FOR SPECIAL NOTES Field Daily Report City of Carlsbad JAN 08 2D '$f"' /L~t.,.-rt),flA'\~ Project# <Lo "'4 l.4!,.,./J'rS Report Date: I _, ' -;, Client: I· · J, ?'i;;;, '),(I-''-· License ll _::_~.....:V:...-· ---'=G"--?=_:_,,(c;'-. Exp Date: _,;_;Z..:::::.' -+-/_z:::,:-:_(.)__;_/c...=··e==-----Contractor: _______________ _ .1!4 1(2 ~-·/1 v1.· ·z ·If:. '"n._· License Required for Inspection: --'------'-----"'-' __ ' :/t c·) c...-n / 1 _er -,. -~ > t !......:A__.' • '--·'C.... '-9 'J. ..... ... -~ Contact at Site: -'-(::"'--i'.=:~===----'r <-::.-· -------:------ Pennit # <C.J.f$ l "3-47~urisdiction __,,.:.__=/'--'\"-'r<-=7 =1 0-·_, ·"'---~~-'--A-'-iL""')_ 0ffaite? OYcs ONo 0ffsite Location: _ _:v::.!,1_· _,...:..l· _____________ _ TYPE OF WORK: (check one)~Reinforced Concrete D Prestressed Concrete O Masonry D Welding 0 Other---------------- Description of Work: \.dlG£)(~ A,(\<t){01l..;;, O '°:? • . :, •. , • I -·-, '")•· ,:·· \J-, ·, ___,.-, , ·r __., __ "-.. .__ '--' _.,;,> , ,·_ ... '-- 5-A ·::::, t::. T Of'Z Q v(. E._ t{c_ > t · --· 1 (_;:, "'.,! _u~ <1-;'.. ,,.,-..,.. J\ -,--. =---/--\J,/\ C k, C> '(__ > TASK# REGULAR O.T. Approved by: ------~------------ (Print Name) u/\ ~ VA :;:.,-->,f:,.J> TIME OUT -DATE: November 20, 2013 JURISDICTION: Carlsbad PLAN CHECK NO.: 13-2790 EsGil Corporation In <Partnersliip witli <}oTJernment for <Bui{aing Safety SET:I PROJECT ADDRESS: 1960 Kellogg Ave. PROJECT NAME: Florexpo Storage Racks Cl _j\PPLICANT riJ' JURIS. Cl PLAN REVIEWER Cl FiLE l2S] 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 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 an_d 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: l2S] EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person [:8J REMARKS: Verify Fire Department approval. By: Kurt Culver EsGil Corporation 0 GA O EJ O MB O PC Enclosures: 11/13/13 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' • Carlsbad 13-2790 November 20, 2013 [DO NOT PAY-THIS IS NOT AN INVOICE} VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver PLAN CHECK NO.: 13-2790 DATE: November 20, 2013 BUILDING ADDRESS: 1960 Kellogg Ave. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance I Bldg. Permit Fee by Ordinance I_~ I I Plan Check Fee by Ordinance ~ · •I Type of Review: 0 Complete Review D Repetitive Fee '--"""'L~'"""-j Repeats Comments: D Other 0 Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. - D Structural Only 1-------11Hr. @ • ($) 100,000 100,000 $695.621 $452.151 $389.55! Sheet 1 of 1 macvalue.doc + «t)> ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov DATE: 1:1/13/13 PROJECT NAME: RACKS REVISION PROJECT ID: PLAN CHECK NO: CB132790 SET#: ADDRESS: 1960 KELLOGG AV APN: ~ 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 [Z] No 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. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: pbauer@rebsteel.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: . PLANNING 760-602-4610 D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Remarks: . -.. ENGINEERING 760-602•2750 . D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 7600602-2773 Linda.Ontiveros@carlsbadca.gov ., . . ; FlRE .PREVENTION. 760~602-4665 . . ' . D 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 -~ ~ CITY OF CARLSBAD DATE; 12/17/2013 PLAN CHECK NO: 1 SET#: 1 PLAN CHECK REVIEW TRANSMITTAL PROJECT NAME: FLOREXPO ADDRESS: 1960 KELLOGG AV COf>'tt Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECTID:CB132790 APN: ~ This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required !Z] Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: R.E.B. METAL (P. Bauer) 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: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gioa Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: SEE ATTACHED D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ~ 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 c,arlsbad Fire Department . ) ·.'(/Plan Review j Date of Report: Name: Address: Permit#: Job Name: Job Address: Requirements Category: TI , INDUST 12-17-2013 PAUL BAUER STE320 23091 ANTONIO PKWY RANCHO SANTA MARGARITA CA 92688 CB132790 FLOREXPO= INSTALL RACKS FOR 1960 KELLOGG AV CBAD Please review carefully all comments attached. Conditions: Reviewed by: 9:. ·R7-~ CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED: wl CONDITIONS and REQUIREMENTS 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 REGULATIONS. THIS APPROVAL SHALL NOT BE HELD ro PERMIT OR APPROVE THE VIOLATION OF ANY LAW. At or prior to Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD personnel during pre.-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's re~ponsibility. CFC Ch. 10, Sec. 1006. • Owner to provide fout (4) portable fire extinguishers along a common path of travel no greater than 75-feet from any point within the storage area at or prior to FINAL inspection. Entry: 12/17/2013 By: GR Action: AP • Owner to provide evidence that the current fire protection systems in this building are currently provided a monitoring system for fire protection system and associated valves. • If this requirement cannot be verified then prior to issuance of final inspection will be withheld. • At no time are the proposed racks to be utilized by the end user prior to Final Fire and Building sign-offs. • Owner has agreed comply with Chapters 1 and 23 of the Carlsbad Fire Code for high-piled combustible storage; an ·f application for an Annual "Operational Use Permit" must be made to the Carlsbad Fire Department. Contact our ,/ ---office at 760-602-4665. ) Entry: 11/27/2013 By: GR Action: CO Entry: 12/17/2013 By: GR Action: AP -«~ ¥ CITY OF CARLSBAD DATE: 11/27/2013 PLAN CHECK NO: 1 SET#: 1 PLAN CHECK REVIEW TRANSMITTAL PROJECT NAME: FLOREXPO ADDRESS: 1960 KELLOGG AV llHLDING DEP'f., . CoiP.J95'fW& Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECTID:CB132790 APN: D ihis plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the_ FIRE D_ivision is required ~ Yes D No lZJ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amendE;?d plans as required. Plan Check Comments have been sent to: R.E.B. METAL (P. Bauer) 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: D Chris Sexton 760-602-4624 _Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-60~-4675 Gina.Ruiz@carlsbadca.gov D Remarks: D Kathleen Lawrence 760~602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov l: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 m . . . Carlsbad Fire Department Plan Review Date of Report: 11-27-2013 PAUL BAUER Name: Address: Permit#: Joi:> Name: Job Address: 23091 ANTONIO PKWY STE 320 RANCHO SANTA MARGARITA CA 92688 CB132790 FLOREXPO= INSTALL RACKS FOR 1960 KELLOGG AV CBAD Requirements Category: Tl, INDUST Reviewed by: _ __.4~~-6--4-1--,;.~--\,- INCOMPLETE 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, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0006827 [NOT MET] Provide an automatic fire sprinkler system. Said system shall be installed in occupancies and locations as set forth in the California Building Code and the Carlsbad Municipal Code. Plans shall provide a statement as to the extent of the automatic fire sprinkler coverage. Does it include the existing storage cooler where the proposed racking is to be installed? Or, is Fire Sprinkler coverage to be added later as a "Deferred Submittal"? PROVIDE NOTE ON PLANS THAT FIRE SPRINKLER COVERAGE IS REQUIRED AND PLANS FOR REVISIONS TO EXISTING FIRE SPRINKLER SYSTEMS IS REQUIRED AND SHALL BE A DEFERRED SUBMITTAL. Cond: CON0006828 [NOT MET] Provide portable fire extinguishers along a common path of travel no greater than 75-feet from any point within the storage area. Cond: CON0006829 [NOT MET] I Evidence that the current fire-protection systems in this building are currently provided a monitoring system for fire protection system and associated valves. If this requirement cannot be verified then prior to issuance of final inspection will be withe Id. At no time are the proposed racks to be utilized by the end user prior to Final Fire and Building sign-off's. PROVIDE NOTE ON PLANS THAT FIRE SPRINKLER SYSTEM MONITORING IS REQUIRED AND PLANS FOR REVISIONS TO EXISTING FIRE ALARM SYSTEMS IS REQUIRED AND SHALL BE A DEFERRED SUBMITTAL. Cond: CON0006830 [NOT MET] In order for the end-user to comply with Chapters 1 and 23 of the Carlsbad Fire Code for high-piled combustible storage, an application for an Annual "Operational Use Permit" must be made to the Carlsbad Fire Department. You may obtain information of applying for this permit by contacting our office at 760-602-4665. High piled combustible storage is storage of combustible materials of more than 500 square feet where materials are stored over 12 feet in height from the floor to the top of the storage. For certain high-hazard commodities, storage height over 6 feet will require a permit from the fire department. PROVIDE NOTE ON PLANS THAT A FIRE DEPARTMENT PERMIT IS REQUIRED AND SHALL BE OBTAINED PRIOR TO FINAL INSPECTION. Cond: CON0006831 [NOT MET] PLEASE RESUBMIT PLANS WITH THE REQUIRED STATEMENTS. Cond: CON0006832 [NOT MET] To determine the acceptability of the proposed storage system and the products, facilities, materials and uses attending the design, operation or use of a building or premises subject to the inspection of the department, the fire code official is authorized to require the owner or the person in possession or control of the building or premises, or applying for a permit to construct such systems to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepar!;!d by a qualified engineer, specialist, laboratory or fire-safety specialty ·organization acceptable to the fire code official and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and thereon, to recommend necessary changes thereon, to recommend necessary changes. TO OBTAIN THE NAMES OF INDIVIDUALS OR COMPANIES PROVIDING THESE SERVICES, PLEASE CONTACT OUR BUSINESS OFFICE AT 760-602-4665. Entry: 11/27 /20l3 By: GR Action: CO ctural Project Name : FLOR.EXPO Prqject Number : N-103113-5 Date: 11/07/13 • • .ng1neer1ng 1200 N. Jefferson St, Suite F Anaheim; CA 92807 Tel: 714.63·2.7330 Fax: 714.632.7763 e-mail: mail@sceinc.net Street Address : 1960 KELLOG AVE City/5tate : CARLSBAD, CA 92008 . .,.,c--~~ Scope of Work: SELECflVE RACK NOV O 7 10.13. Str~tural ' ·l,ohcepts : .. · Engineering 1200 N, Jefferson Ste Ste E Anaheim, CA 92807 Tel; 714,632.7330 Fax; 714,632.7763 By:. BOB Project: FLOREXPO Project#: N-103113-5 _ TABLE OF CONTE~TS Title Page ...............•................................ , .............. _ .............................................. . 1 Tatile of Contents ...........................•.......................................... , .........................•.. 2 Design Data 11nd Definition of Components ......................................................... . 3 Critic:al Cori figuration ........................................................................................... .. 4 Seismic Loads .................................. , ........................... , ....................................... . 5 to 6 Column ...... -..................... · ... · ............................................................................... .. 7 ·seam and Connector.-............................................ : ........ -..................... , ............... . 8 to 9 Bracing ................................................................................................................. . 10 ·Anchors· ............................................ -................................................................... . 11 Base Plate .... _ ............ -............. -...................... _ ... -.....................•.......................... 12 Slab on Grade ......................... , ........•................. _. ................... , ............................. . 13 Other Configurations ................. : ......................................................................... ;. --14to (~ 1YPE 3W 54'G DP INT-FLOREXPO.xls -Page;?-of Ii 11/7/2013 Str~t~ral' 'l,oncepts ,;o;J::~· Engineering 1200 N Jefferson Ste, Ste E Anaheim, CA 92807 Tel: 714,632,7330 fax; 714,632.7763 By: BOB Project: .FLOREXPO Project#: N-103113-5 Qe.sign Data 1) The analyses conforms to the requirements dfthe 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.55, with minimum yield, Fy=55 ksi All other steel conforms to ASTM A36, 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 shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no field welding allowed otherthan those supervised by a licensed deputy inspector. 5) The slab on grade is 5" thick with minimum 2500 psi compressive strength. S~il bearing capacity is 1000 psf. Definition of Components A Column ~ Beam ~: ::n:;::::/====== ·===~============!J:: ~ Frame Height Beam : Product Spacing ~=~--~~-:-:-~:-:-:~-: ~--:§:·-~---i::1=~+====::::!i: Beam Length Front View: Down Aisle (Longitudinal) Frame TYPE 3W 54:G DP INT-FLOREXFO.xls . Beam to Column Connector Base Pl9te and Anchors Page '; of f J,..... LFrame.-1 I Deoth 7 Section A: Cross Aisle (Transverse ) Frame Horizontal Brace Diagonal Brace 11/7/2013 St.r~t~ral , . \.,oncepts Engineering 1200 N Jefferson Ste Ste E Anaheim CA 92807 Tel: 714,632.7330 fax· 714 632 7763 By: 80.B Project: FLOREXf>O Project#: N-103113-5 Configuratjon & Summary: TYPE 3 WIDE 5 & 6 DEEP PB E T. 76" 92" t 107" .I ' . '. --r 138" · Seismic Criteria # Bm l:.vls Ss=l.178, Fc!=l.029 2 Coniporien_t (:qlun:m Fy=55 ksi Cqlumn & Backer None Beam . Fi=55 ksi Beam Connector Fy=55 ksi Brace-Horizontal Fy=55 ksi Brace-'Diagonal Fy=55 ksi Base Plate Fy=36 ksi Anchor 1 per Base Slab &Soil Level I Load Per Level Beam Spcg 1 9001b 107.0 in 2 900 lb 76.0 in I 1-_N_;..ot,,;.;..es_....._.! TYFE 3W 54'G IJP EXT-FLOREXPO.xls T I **RACK COLUMN REACTIONS 12" ASDLOADS + AXIAL DL= 100 lb AXIAL LL= 900 lb 42" SEISMIC AXIAL Ps=+/-531 lb + BASE MOMENT= 0 in-lb 192" 42" J + 42" + 42" + .}-48" -,,j ,I,- Frame Depth Frame Height # Diagonals Beam Length Frame Type 48 in ·_ 192.0 in . 5 138in Single Row Description STRESS .. H,;mnibal IF3014-3x3x14ga P=1000 lb, M=5564 in-lb 0.33-OK None None N/A Struc C4x4.5 wZ(1) front to back brace(s) lu=69 in I Capacity: 3403 lb/pr 0.18-OK Lvl 1: 3 pin OK . · 1 Mconn=;2993 in-lb I Mcap=12691 in-lb 0.24-OK . Hannibal 1-1/;2x1-1/2x16ga 0.04-OK 1-jannibal 1-1/2x1-1/2x16ga 0.05-OK 3x5x3/8 I Fixity= O in-lb 0.07-OK 0.5" x 3.25" Embed POWJ:R~ SD2 ESR ,2502 Inspection Reqd (Net Seismic Uplift=260 lb) 0.217 -OK 5" thk x 2500 psi slab on grade. 1000 psf Soil Bearing Pressure Brace 42.0 in 42.0 in 42.0 in 42.0Jn 12.0 in Total: I Story 'Force I Story Force Transv Longit. ·· 701b 40 lb 1201b 68 lb 1901b 107 lb Page {.i_of { J Column I Column Axial Moment 1,000 lb 5,564 "# 5001b 1,283 "# 0.14-OK I Conn. Beam Moment Connector 2,993 "# 3 pin OK 907 "# 3 pin OK 11/7/2013 Str~tural, . · l,oncepts ·.· Engineering 1200 N, Jefferson Ste Ste E Anaheim CA 92807 Tel· 714,632 7330 fax· 714,632.7763 By: BOB Project: FLOREXPO Project#: N-103113-5 Configuration & Summ!;lry: TYPE 3 WIDE 5 & 6 DEEP PB INT' T 76" T 12" + 42" **RACK COLUMN REACTIONS ASDLOADS 192" + !==========I 192" + 42" + 42" AXIAL DL= 100 lb AXIAL LL= 1,800 lb SEISMIC AXIAL Ps=+/-989 lb BASE MOMENT= 0 in-lb 107" Seismic Criteria Ss=1.F8, Fa=l.029 Compo11ent. Column Cplumn /l!, Bar,:ker Beam Beam Connector Brace-Horizontal Brace-Diagonal · Base Plqte ,Anchor Slab Si.Soil Level I Load Per Level 1 :l.,800 lb 2 1,800 lb Notes +: 42" -+- 138" ,r. _}-48" -,,j +- # Bm. Lvls Frame Depth Frame Height # Diagonals · Beam Length Frame Type 2 48 in 192.0 in · 5 138 in Single Row Fy=55 ksi. Nohe Fy=55 ksi Fy=55 ksi Fy=55 ksi Fy=55 ksi Fy=36 ksi . _1 per Base Beam Spcg 107.0 in 76.0 in Description STRESS Hannibal IF3014-3x3x14ga P=1900 lb, M=10296 in-lb 0.68-OK None None N/A Struc C4x4.5 w/(0) front to back'!:1race(s) Lu=103.5 in I Capacity: 3403 lb/pr 0.36-OK LVI 1: :3 pin OK I Mconn=5564 in-lb I Mcap=12691 in-lb 0.44-OK Hannibal 1-1/2xl-1nx16ga 0.08-OK Hannibal 1-1/2xl-1/2xl6ga 0.09-OK 3x5x:3/8 I Fixity= 0 in-lb 0.14-OK OS' x 3.25" Embed POWERS SD2 ESR 2502 Inspection Reqd (Net Seismic Uplift=499 lb) 0.417 -OK 5" thk x 2500 psi slaf? on,grade. lOOOpsf Soil Bearing Pressure 0.26-OK I Story Force I Story Force Column I Column I Conn. Beam Brace Trarisv . Longit. AJ(ial Moment Moment Connector · ·42.0 in. 1311b 731b 1,900 lb 10,296 "# 5,564 "# 3 pin OK 42.0 in 42.0 in 42.0 in :l,2.0 in 223 lb 1251b 9501b 2,373 "# 1,703 "# 3 pin OK Total: · 354 lb . 198 lb 1YPE 3W 51fG DP INT-FLOREXPO.xls Paget(t' 2-of I J 11/7/2013 StrJ.Litural · ' \.,oncepts ~ Engineering . ~ 1200 N Jefferson Ste Ste E Anaheim ¢A 92B0t Jet: 714,632.7330 Fax: 714,632.7763 BY,: BOB Project: . FLbREXPC> Project#: N-103113-5 S~ismic Forces Configuration: TYPE 3 WIDE 5 & _6 DEEP PB INT 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 *Plrf+DLJ 0;1= [Sds/R] * 0.67 0.67facl»rp,r/lMicomm,mryS«:Z.J&S«:ZJUmitSl.tzsReJiudicnfDrAS/J/J);(ffng = 0.1354 Cs-max* Ip= 0.1354 Cs2= 0.14*Sds*0.67 Vmin= O.Ot5 = d.0780 Eff Base Shear=Cs= 0.1354 Ii-ansvetSe Elevation Ws= (0.67*P~1 * PL)+DL Cs3= .[0.5*SUR] * 0.67 = 0.0373 = 2,612 lb .Cs-max= 0.1354 Vtransv=Vt= 0.13~4 * (:200 lb+ 2412 lb) EL= 3541b Base Shear Coeff=Cs;,, 0.1354 Level 1 2 ASD Format Loads P~ODUC.LOAD/LVL;PL 1,800 lb 1,800 lb ASD Level Transverse seismic shear per upright PL *0.67*PLrf DL hi wi*hi 1,206 lb 100 lb 107 in 139,742 1,206 lb 106 lb 183 in 238,998 sum: 3,600 lb 2,412 lb 2001b W=2612 lb 378,740 Lon itudinal Downaisle Seismic Load Ss= 1.178 51= 0.445 Fa= 1.029 Fv= 1.555 Sds=2/3*Ss*Fa= 0.808 Sd1=2/3*51 *Fv= 0.461 ca=0.4*2/3*Ss*Fa= 0.3232 (Transverse, Braced Frame Dir.) R= 4.0 Ip= 1.0 PLRF1= 1.0 Pallet Height=hp= 48.0 in DL per Beam Lvl= iOO lb Fi Fi*(hi+hp/2) 130.6 lb 17,109-# 223.4 lb 46,244-# 3541b L=63,352 · Similarly .for longitudinal seismic loads; using R=6.0 Ws= (0.67 * PLRF2 * PL) + DL PLkF2= 1.0. Csl=Sdl/(T*R)= 0.0515 Cs2= 0.0758 Cs3= 0.0248 Cs-max= 0.0758 = 2,612 ·lb (Longitudinal, Unbraced Dir.) R= 6.0 Level 1 2 _es_=;...Cs_-m_a_x_*I..:..p_=_0_.0_7_5_8 _____ ___;. _______ ___,T= 1.00 sec Vlong= 0.0758 * (200 lb+ 2412 lb) EL= :i.98 lb ASD Level Longit. seisniicshear per upright PRODUC LOAD/LVL,PL PL *0.67*-Plrf 1,800 lb 1,206 lb 1,800 lb 1,206 lb DL 1001b 1001b hi 10Tin 183 in wi*hi 139~742 238,998 Fi 73.1 lb 124.9 lb FtontView sum:====:::::::::==2=4=12=1=b==·=20=0=1b:::::::===·=W===2=6=12====1b=· ·=====·=3=78=7=4=o=· =====19=8=1=b======== TYPE 3W 5$G DP INT-FLOREXPO.xls -Page S of IJ -I 1/7/2013 S~r~t~ral · \.,oncepts __,,-;:= Engineering 1200 N, Jefferson Ste, Ste E Anaheim, CA 92807 Tel; 714,632.7330 fax; 714,632 7763 By: BOB Project: FLOREXPO Project#: N-103113-5 Downaisle Seismic Loads Configuration: TYPE 3 WIDES & 6 DE~P PB INT Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Seismic Story Forces Vlong= 198 lb Vcol=Vlong/2= 99 lb Fl= 731b F2= 125 lb F3= 0 lb f-96'-, ... ________ J Seismic Story Moments Conceptual System Mbase-max= o in-lb Mbase-v= (Vcol*hleff)/2 <=== Default capa<:ity h1-eff= hl -beam clip height/2 = 104in = 5,148 iii-lb <=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v = 0 in-lb PINNED BASE ASSUMED M 1-1= [Vcol * hleff]-Mbase-eff M 2-2= [Vcol-(Fl)n.] * h2 = (99 lb * 104 in)~o in-lb = [99 lb -62:S lb]*76 in/2 = 10,296 in-II;> = 2,373 in-lb Mseis= (Mupper+Mlower)/2 Mseis(l-1)= (10296 in-lb+ 2373 in-lb)/2 = 6,335 in-lb Mseis(2-2)= (2373 in-lb+ O in-lb)/2 = 1,187 in-lb Summ~ry of Forces LEVEL 1 2 hi 107 in 76in Axial Load 1,900 lb 9501b Column Moment 10,296 in-lb 2,373 in-lb Mconn= (Mseismic + Mend-fixity)*0.75 Mconn-allow(3 Pin)= 12,691 in-lb TYPE 3W 5,j;G DP INT-FLOR.EXPO.xis Mseismic 6,335 in-lb · 1,187 in-lb Page (p of /J ·Mend-fixity 1,084 in-lb 1,084 in-lb h2 h1 Mconn** 5,564 in-lb 1,703 in-lb Typic.al Frame macle , -~ o!~: columns h1eff I Beam to Column Elevation Beam Connector 3 pin OK 3 pin OK I 1/7/2013 S~r~t~ral ·. l,~ncepts ,~_~:: Engineering 1200 N, Jefferson Ste, Ste E Anaheim, CA 92807 Jet: 714,632,7330 fax: 714,632 7763 By: BOB f.lroject: FLOREXPO Project#: N-103113-5 Column (Limgitudinal l,oad~) Configuration: TYPE 3 WIQE 5 & 6 DEEP PB INT Conforms to the requirements of Chapter CS of the AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties. Loads Section: Hannibal IF3014-3x3x14ga Aeff = 0.643 inAl Ix = 1.130 inA4 Sx = 0.753 inA3 rx = 1.326 in Qf= 1.67 E= 29,500 ksi Considers loads at level 1 Iy = d.749,inA4 Sy = 0.493 inA3 ry = :i..o80in Fy= 55 ksi Cmx= 0.85 Kx = 1.7 Lx = 105.0 in Ky= 1.0 Ly= 42.0 in Cb= 1.0 r3.00:in4 1 y-·-·j-·-·-y 3.000 in (0.075 in X ~0.75in _l f . Cfitii::al load cast; RMI Sec 2.1, )tem 4: (1 +0.11Sds}DL + (1 +0.14SOS}PL *0.75+El *0.75 <= 1.0, ASD Method COLUMN DL= 100 lb COLUMN PL= 1,800 lb Meal= 10,296 in-lb 0.11Sds= 0.088891 0.14Sds= 0.113134 Axial Analysis Axial Load=P= c1.088891*100 tb)+(1.113134*1soo tb*0.75) = 1,612 lb Moment=Mx= Mcol*0.75 Kxlx/rx = 1.7*105"/1.426" = 134.6 Fe= nA4E/(KL/r)maxA2 = 16.lksi Pn= Aeff*Fn = 10,331 lb P/Pa= 0.30 Bending Analysis > 0.15 KyLy/ry = + *42"/1.08" = 38.9 Fy/2=:-27.5 .ksi Qc= 1.92 Check: P/Pa + (Cmx*Mx)/(Max*µx) ~ 1.0 P/Pao + Mx/Max !> 1.0 Pno== Ae*Fy = 0.643 inA2 *55000 psi = 35,365 fb Max= My/Qf = 41415 in-lb/1.67 = 24,799 in-lb µx= {1/[1 ~(Qc*P/Pcr)]Y-1 = {1/[1:-(1.92*1612 lb/10326 lb)]}A-1 = 0.70 Combined Stresses Fe< Fy/2 Fn= Fe = 10296 in-lb * 0.75 = 7,722 in-lb = nA2E/(KL/r)maxA2 = 16.1 ksi Pa= Pn/Qc = 10331 lb/1.92 = 5,381 lb Pao= Pno/Qc Myield=My= Sx*Fy = 353651b/1.92 = 18,419 lb Per= nA2EI/(KL)maxA2 = nA2*29500 ksi/(1.7*105 in)A2 = 10,326 lb = 0.753 inA3 * 55000 psi = 41,415 in-lb (1612 lb/5381 lb)+ {0.85*7722 in-lb)/(24799 in-lb*0.7) = (1612 lb/18419 lb).+ (7722 in-lb/24799 in-lb) = 0.68 0.40 < 1.0, OK < 1.0, OK (EQ CS-1) (EQ C5-2) .- TYPE 3W 54'G DP·INT-nOREXPO.xls Page 7 of { J 11/7/2013 S1retura1 · . ~~"E:ineering .i;;., ··· 1200 N, Jefferson Ste, Ste E Anaheim, CA 92807 Tel; 714,632,7330 Fax; 714 632 7763 By: BQB Project; FLOREXPO Project#: N-103113-5 Beant C9JJfiguration: TYPE 3 WIDE 5 & 6 DE~P-PB_INT Tlie · beam to column connection is assumed to provide .partial erld fixity for the beam frame. The end moment calculated herein is added to the lateral force forte portal ·moment when analyzing the connection capacity. Section Properties Loads. Bendin Beam Member= Struc C4x4.5 Beam at Level= 1 Beam Type= Structural Ix= 3.469 in"4 Sx= 1.735 in"3 Length=L= 138.0 in Lu= 69.0 in d/Af= 9.4 % End Fixity= 10 % 0 = 0.1 Mcenter= B*(wLl'-2/8) = 0.936*(wL "2/8) Mends= 0*Mmax(fixed ends) = (wl".:2/12)*0.1 === 0.0083*wL"i Fb= 0.6 * Fy = 30,000 psi Fb-eff= 18,501 psi Live Load/Pair= 2,000 lb Mcenter= 0.117 * wL"2 = 16,986 in-lb M= 16,986 in~lb fb= (M/Sx)/a = 11,189 psi Bending Capcity= 3,403'Ib/pair Deflection Deft-allow= L/i80 = 0.767 in Deflection Capacity= 4,816 lb/ Pair DL= 4.5 lb/ft Thickness= 0.137 in Beam Shape= Channel Impact Factor (a)=(l-25%/2)= 0.875 Coeff B= 0.117 /0.125 = 0.936 Mcenter= Mcenter(simple ends) -0*Mcenter(fixed ends) = wL"2/8-(0.1*wL"2/12) = wL "2/8 -wL "2/120 = 0,117 * wL"2 Fy= 50,000 psi fb'::: 12,000/(lu*d/Af) = 12,000/(69*9.4) = 18,501 psi .Dead Load/Paira:: (4.5 lb/ft)* 2 * 138 in/12 = 104 lb Mends= 0;0083*wL"2 = 1,205 in-lb fb/Fb= 11189 psi/18501 psi = 0.60 <= 1.0, OK <=== Critical Defl= B * [5wL "4/(384*E*Ix)] Dist Load=w= 7.6 lb/in = [5*7.6 lb/in*(138 in)"4/(384*29.5x10"6 psi * 3.469 in"4)]*0.936 = 0.328 in <= 0.767 in, OK Allowable load per beam pair== 3,403 lb Rack Program 20 I 0 CBC Structural I Page g---of I J .-11/7/2013 r:iglneerlng 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: BOB ProJect #: N-I 03 I I 3-5 3 Pin Beam to· Column Connect:ion . lYPE 3· WIDE '5 & q DEEP PB INT I he ·beam end moments shown herein show the result of the maximum induced fixed end monents form se1sm1c + static loads and the code mandated minimum value ot· 1.5%(DL+PL) · Mconn max= (Mseismic + .Mend-tixity)"'0.75 , = 5,564-in~lb Load at level 1 Connector Type= 3 Pin Shear Capadty of Pin Pin Diam= 0.44 in . "'1 Ashear= (0.438 in)"2 * Pi/4 = 0.1507 in"2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in"2 = 3,3151b Bearing Capacity of Pin teal= 0.075 in Omega= 2.22. f.y= 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 < 3~];5 lb Moment Capacity of Bracket Egge Distance=E= 1.00 in Pin Spacing= 2.0 in C= Pl +P2+P3 telip= 0.18 in = Pl +P1*(2.5"/4.5")+P1*(0.5"/4.5") = 1.667 * P1 - 'Mcap= Sclip * Fbending ==' 0.127 in"3 * 0.66 * Fy = 4,610 in-lb Pclip= M<:ap/(1.667 * d) C*d= Mcap = 1.667 = 4610.1 in-lb/(1.667 * 0.5 in) = ~,531 [b Thus( P1= 2,135 lb Mconn-allow= [Pl *4.S"+P;l*(2.5"/4.5")*2.5"=i-P1 *(Q.~!'/4.5")*0.5"] = 2135 LB*[4.5"+(2.5"/4.5")*2.5"+ (0.5"/4.5")*0:5"] = 12,691 in-lb > 'Mconn max, OK TY.PE 3W 54'G DP INT-FLOREXPO.xls Pager of /J- Fy= 55,000 psi Sclip= 0.127 in"3 d= E/2 = 0.50 in I 1/7/2013 By:. BOB Project: FLOREXPO Project#: N-103113-5 Transverse Brace Configuration: 1YPE 3 WIDE 5 & ~ DEEP PB INT Section Properties Diagonal Member= Hannibal 1-1/2xl-1/2x16ga Horizontal Member.= Hannibal 1-1/2xl-1/2x16ga Area= Q:273 inAQ I.,_. 1 .500 --1 r min= 0.496 in I · I Area= 0.273 inA2 r min= 0.496 in Fy= 55,000 psi K= 1.0 r-1.5001 Fy= 55,000 psi n· . 7°" K= 1.0 1.500 Qc= 1.92 · J_ n}o ~· ~0.25 Frame Dimensions Diagonal Member Bottom Panel H~ight=H= 42.0 in Frame Depth=D= 48.0 in Column Width=B= 3.0 in · Clear Depth=D-B*2= 42.0 in X Brace= NO ~ ~0.25 Critical load case RMI Sec 2.1, item 4: (1+0.11Sds}DL + (1+0.14SD$}PL *0.75+EL *0.75 <= 1.0, ASD Method, DL=PL=0 for upright brace members Vb=Vtransv= 354 lb Ldiag= [(D-B*2)A2 + (H-6")A2)Al/2 = 55.3 in Pmax= V*(Ldiag/D) ~ 0.75 = 3061b Pn= AREA*Fn = 0.273 inA2 * 23419 psi = 6,3931b Pallow= Pn/Q = 6393 lb /1.92 = 3,330 lb Pn/Pallow= 0.09 Horizontal brace Pmax=V= 266 lb (kl/r)= (k * Lhoriz)/r min = (1 x 48 in) /0.496 in = 96.8 in . SINCE Fe>Fy/2, Fn=Fy*(l-fy/4fe) = 30,661 psi <= 1.0 OK Pn/Pallow= 0.08 · <= 1.0 OK TYFE 3W 5.$G DP INT-FLOREXPO.xls · SINCE Fe<Fy/2, Fe= pi"2*E/(kl/r)A 2 = 31,072 psi Pn= AREA*Fn r--0-1 (kl/r)= (k * Ldiag)/r min = (1 x 55.3 in /0.496 in ) = 111.5 in Fe= piA2*E/(kl/r)A2 = 23,419 psi Fn= ,Fe = 23,419 psi Check End Weld Lweld= 2.5 in Fu= 65 ksi tmin= 0.060 in T =1 Typical Panel Configuration Weld Capacity= 0.75 * tmin * L * Fu/2.5 = 2,925 lb OK Fy/2= Z7,500 psi Pallow= Pn/Qc = 0.273inA2*30661 psi = 8,371 lb = 8371 lb /1.92 = 4,360 lb () ( (.-P~ge ( of ,.) I 1/7/2013 Str~tural, \..,oncepts ...., En?!~i:':.'~:::.a,oo Sfe Sfe F Aoilboim, CA 92807 Thi: 7H,032 7330 Fax; 714 632,7W3 By: BOB Project: fLOREXPO Project#: N-103113-5 Single Row Frame Overturnil'lg Configur_ation: 1YPE 3 W~DE 5 & 6 DEEP P!3 INT Loads Lciad 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= 354 lb DEAD LOAD PER UPRIGHT=DL= 200 lb PL PER UPRIGHT=PL= 3,600 lb (0.6-0.11Sds)= 0.5111 (0;6-0.14Sds)= 0.4869 , PLapp=PL *0.67= 2,412 lb rst=(0.511109*DL+0.486866*PLapp*0.75)= 982 lb PL @ TOP= 1,800 lb DL/Lvl= 100 lb Frame Depth=D= 48.0 in Htop-lvl=H= 183.0 in # Levels= 2 # Anchors/Base= 1 !:(Fi*hi)= q3,352 in-lb Total Dead Load per BaY=DL= 200 lb h= 207.0 in hp,;= 48.0 in Load Case 1: Fully Loaded rack Vtrans= 354 lb Movt= !:(Fi*hi)*0.75 = 47,514 in-lb Load Case 2: Top.Level Loaded Only [:itical Lev1:I= 2 Mst= Wst * D/2 = 982 lb * 48 in/2 = 23,568 in-lb Vl=Vtop= Cs* Ip* Ws Pinned Base Anchor = 0.1354 * (1800 lb) = 2441b V2=VoL= Cs*Ip*DL = 271!:> Mst= (0.511109*DL+0.486866*PL*0.75) * D/2 =·(loo lb*4 * 0.511109 + 1800 lo*0.486866*0.75)*48 in/2 = 18,228 in-lb Check (1) 0.5" x 3,25~' Embed POWE~ SD2 anchor(s) per base plate. Sp1:1cial inspection is required per ESR 2502. Pullout Capacity=Tcap= 1,250 lb Shear Capacity=Vcap= 1,840 lb L.A. City Jurisdiction? NO Phi= 1 Fully Loaded: Top Level Loaded: Tcap*Phi= 1,250 lb Vcap*Phi= 1,840 lb (499 lb/1250 ib)"l + (177 lb/1840 lb)Al = (448 lb/1250 lb)"l+ (122 lb/1840 lb)"l = ·--TYPE 3W 5$.G DP INT-FLOREXPO.xls Paeae ff of 1 J 0.50 0.42 SIDE ELEVATION T= (Movt-Mst)/D = (47514 in-lb -23568 in-lb)/48 in = 4991b Net Uplift per column h= 207.0 in Movt= [Vl*h + V2 * H/2]*0.75 = [244 lb*207 in +27 lb*183 in/2]*0.75 = 39,734 in-lb T= (Movt-Mst)/D = (39734 in-lb -18228 in-lb)/48 in = 448 lb Net Uplift per column <= 1.2 OK <= 1.2 OK 1117/2013 Stre~ra1. ~E:ineering ~ 1200 N Jefferson Ste. Ste E Anaheim, CA 92807 Iel; 714.632.7330 fax: 714,632.7763 By:. BOB Project: FLOREXPO Base Plate 'Configuration: 1YPE 3 WIDE 5 & 6 DEEP PB.INT Section Baseplate= 3x5x3/8 Eff Width=W = 3.00 in Eff Depth=D = 5;00 in Column Width=b = 3.00 in Column Depth=dc = 3.00 in L = 1.00 in Plate Thic:kness=t = 0.375 in a= 0.50 in Ancnor c.c. =2*a=d = 1.00 in N=# Anchor/Base= 1 Fy = 36,000 psi Project#: N-103113-5 Downaisle Elevation ·oown Aisle Loads Critical load case RMI Sec 2.1, item 4: (1 +0.11Sds)bl + (1 +0.14SDS)PL *0.75+£L *0.75 <= 1.0, ASD Method COLUMN DL= 100 lb COLUMN PL= 1;800 lb Base Moment= o in-lb 0.11Sds= 0.088891 0.14Sds= 0.113134 Axial=P= (1.088891*100 lb)+(l.113134*1800 lb*0,75) = 1,612 lb Mb= Base Moment*0,75 = 0 in-lb * 0.75 .-----,----------,,-------------------.= O in-lb .___Ax_ . .;;..;ia;;;;.l..;;;L.c..oa;.;..;d;;..P;._=...,,1"",""'"6_12_1b ______ ....,.._..;,;M;;.;;;b""'as.c..e;;..=..;;M..;.;b;;....=_O;._in..;..-_lb"-----..1I Effec. Axial stress=fa = P/A = P/(D*W) = 107 psi Moment Stress=fb = M/5 = 6*Mb/[(D*B"2] = 0.0 psi MomentStress=fb1 = fb-fb2 = 0.0 psi M3 = (1/2)*fb2*L *(2/3)*L = (1/3)*fb2*L" 2 = o in°lb S-plate = (1)(t"2)/6 = 0.023 in"3/ln fb/Fb = Mtotal/[(S-plate)(Fb)] = 0.08 OK Tanchor = (Mb-(Plapp*0.75*0.46)(a))/[(d)*N/2] = -982 lb No Tension Mi= wl"2/2= fa*L"2/2 = 54 in-lb Moment Stress=fb2 = 2 * fb * L/W = 0.0 psi M2= fb1 *L "2)/2 = O in-lb Mtotal :;: Mi +M2+M3 = 54 in-lb/in Fb = 0.75*Fy = 27,000 psi F'p= 0.7*F'c = 1,750 psi OK Tallow= 1,250 lb OK Effec. E PF Cross Aisle Loads Cntical /oadcase RMI Sec 2.1, Item 4:(t+o.11Sds)OL + (1+D.14SDS}PL'0.75+EL'0.7S <= 1.4 ASD Method Check uplift load on Baseplate Pstatic= 1,612 lb Movt*0:75= 47,514 in-lb Frame Depth= 48.0 in. LP=Pstatic+Pseismic= 2,601 lb · b =Column Depth= 3.00· in L =.Base Plate Depth-Col Depth= 1.00 in fa= P/A = P/(D*W) = 173 psi Sbase/in = (l)(t"2)/6 = 0;023 in"3/in fb/Fb = M/[(S-plate)(Fb)] = 0.14 OK TYPE 3W 54'G DP INT-FLOREXPO.xls Pseismic= Movt/Frame Depth = 9901b M= wL"2/2= fa*L"2/2 = $7 in-lb/in Fbase = 0:75*Fy = 27,000 psi Page / )-of I J Check uplift forces on baseplate with 2 or more anchors per RMI 7.2.2. heri-the base plate configuration consists of two anchor bolts located on either side f the column and a net uplift force exists, the minimum base plate thickness hall be determined based on a design bending moment in the plate equal o tlie uplift force on one anchor times 1/2 the distance from he centerline of the anchor to the nearest edge of the rack column" 1-C ~l_,-( To~ ti Elevation Uplift per Column= 499 lb Qty Anchor per BP= 1 Net Tension per anchor=Ta= 499 lb C= 1.00 in Mu;=Moment on Baseplate due to uplift= Ta*c/2 [fb/Fb]*0.75= 0.059 = 250 in-lb Splate= 0.117 in"3 OK I 1/7/2013 By: BOB Project: FLOREXPO Project#: N-103113-5 Slab on Grade SLAB ELEVATION Base Plate Effec.Baseplate wldth=B= 3;00 in Effec. Baseplate Depth=D= 5.00 in .Column Loads DEAD LOAD=DL= 100 lb per column unfactoredASO load PRODUCT LOAD=PL= 1,800 lb per column unfactoredASO loa,d P-seismic=EL= (Movt;Frame depth) = 1,052 lb p~r column unfactored ASO load Puncture. Apunct= [(c+t)+(e+t)]*2*t = 170.0 in1'2 Slab Bending Pse=DL+PLtE= 3,535 lb Asoil= (Pse*144)/(fsoil) = 509 in"-2 x= (L-y)/2 = 4.5 in Fb= S*(phi)*(ft)A0.5 = 150. psi TYFE 3W 5.$G DP INT~FLOREXPO.xls Configuration: TYPE 3 WIDE ~' & 6 DE,EP PB INT . width=a:;:: 3.00 in depth;::b= 3.00 in . '. -:-::::::::::::::::::::::::::::~ ;l~b .. :·:-. . ~--· ..... · ... · ....... ·. · ........... ·. · ........ 4 :-. . r·. . . -.. . . . . . ... . . . . . . .. . . . . . . . . . . . -----------, .. ::;:::;\ : a 7 : :::\ .. ·.·.··o·· , LJ e ..... ·.·.··1··· I ••••••••••••• I • • • • ••••• -:::::::::::: : : : Cross :: ···::::::: -----c ----' :w-~'.~I_:_ .. ;: . . . . ..... . . . . .. ...,.,.,-,-,-.,...,..,,-,-,--,--,-,..,..,-,-,-.,..,-,,....,....,..-; . . . . . . · · · · ."":"":"':r :· · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·r · · · · · · · · · · · · .. : : : : : : :: : :_ :~: ~: ~: ~: ~: ~~ ~: ~: ~:: ~::: ~::: ~ -~~~~ -~i~;:.: ~ i~;:: . Baseplate Plan View Concrete fc= 2,500 psi tslab=t= 5.0 in teff= 5.0 in phi=0= 0.6 Soil fsoil= 1,000 psf Movt= 50,508 in-lb Frame depth= 48.0 in Sds= 0.808 0.2*Sds= 0.162 midway dist face of column to edge of plate=c= 3.00 in midway dist face of column to edge of plate=e= 4.00 -in Load Case 1) (1.2+0.2Sds*DL) + (0.85+0.2Sds*PL) + 1.S*EL RMI SEC 2.2 EQTN s = 1.36162*100 lb + 1.01162*1800 lb + 1.5*1052 lb 'a;= 3,535 lb Load Case 2) (0.9-0.2Sds)DL + (0.9-0.2Sds)*PLapp + 1.5EL RMI SEC 2.2 EQTN 6 = (0.73838*100 lb)+ (0.73838*1206 lb) + (1.5*1052 lb) = 2,542 lb Load Case 3) 1.2*DL + 1.4*PL RMI SEC 2.2 EQTN 2 = 1.2*100 lb + 1.4*1800 lb = 2,640 lb Effective Column l:.oad=Pu= 3,535 lb per column L= (Asoil)"0.5 = 22.56 in M= w*x"2/2 = '(fsoil*x"2)/(144*2) = 71.8 in-lb Page ( 3of ./ J - Fpunct= 2.66*phi*sqrt(fc) = 79.8 psi fv/Fv= Pu/(Apunct*Fpunct) = 0.261 < 1 OK y= (c*e)"0.5 + 2*t = 13.5 in 5-slab= 1 *teff"2/6 = 4.17 in"3 fb/Fb= M/(S-slab*Fb) = 0.115 < 1, OK I 117/2013 St~~t~ral ~ \.,onc;epts ~ Engineering · ~ · 1200 N Jefferson Ste· Ste E Anaheim, CA 92807 Tel: 714,632,7330 fax: 714 632,7763 By: BOB Project: i=LOREXPO Project#: N-103113-5 Configuration & Summary: TYPE 2 WIDE 5 & 6 DEEP PB E T 76" 92" + 107" I ' ' $eismic Criteria Ss=l.178, Fa=i.029 .. C~mpon~nt Column Colu,mii & Backer Beam Beam Connector Brace-Horizontal · Brace-C>iagqnal Ba~e !'late Anchor Sl1Jb &Soil Level I Load Per Level 1 i.lOOlb 2 8001b ·Notes T u:::=~J===----irr 12" + ~ 1--------1 42" 192" +--42" + IE--'---11--------1 42" +I--, ---att-------1 42" -1_... l<'----'--~1------l 92" .}-48" ~ **RACK COLUMN REACTIONS ASDLOADS AXIAL DL= 100 lb AXIAL LL= 800 lb SEISMIC AXIAL Ps=+/-480 lb BASE MOMENT= 0 in-lb # Bm Lvls Frame Depth Frame Height , # Diagonals Beam Length Frame Type 2 48 in 192.0 in . 5 92in Single Row Fy=55 kst -None Fy=55 ksf Fy=55 ksi Fy=55 ksi Fy=55 ksi Fy=36 ksi 1 per Base Beam Spcg 107.0 in 76.0 in . Descrjption STRESS Hannibal IF3014-3x3x14ga P=900 lb, M=4992 in-lb 0.19-0K None None N/A Struc C<~x4.5 w/(Q) front to back brace(s) Lu=.69 in I Capacity: 4333 lb/pr 0.07-0K Lvl 1: 3 pin OK I Mconn=2922 in-lb I Mcap=12691 in-lb 0.23-0K Hannibal H/2x1-1/2x16ga 0.04-0K Haijniba) 1-1/2xHnx16ga 0.04-0K 3x5x3/8. I Fi)(ity= 0 in-lb 0.07-0K 0.5" x 3.25" Embed POWERS SD.2 ESR 250.2 Inspection Reqd (Net Seismic Uplift=234 lb) 0.192-OK 5" thk x 2500 psi slab on grade. 1000 psf Soil Bearing Pressure 0.12-0K I Story Force :I Story Force Column, I Column I Conn. Beam Brace Transv Long it. Axial Moment Moment Connector 42.0 in 641b 351b 900 lb 4,992 "# 2,922 "# 3 pin OK 42.0 in 42.0 in 42.0 in ;1.2.0 in 109 lb 61 lb 4501b 1,151 11# 1,050 "# 3 pin OK Total: 17210· . 96 lb TYPE 2W 5.4'-G DP-FLOREXPO .xis Page 11/ of I I.-I 117/2013 Str~tu_ral · \.,oncepts ;:,,:.,"> Engineering · 1200 N jefferson Ste Ste E Anaheim, CA 92807 Tef; 714 632 7330 fax· 714,632 7763 By: BOB Project: . FLOREXPO Project#: N-103113-5 Cc;mfigura.tion & Summary: TYPE 2 WIDE 5 & 6 DEEP PB INT T 76" ,92" t 107" _[ - 92" Seismic;. <;:riteria # Bm Lvls Ss=l.178, Fa=1.029 Compo~eht _ Column Fy=55 ksi Column & Backer None BearT) Fy=55 ksi Beam Connector Fy==55 ksi Brace-Horizontal Fy=55 ksi . Brace-Diagonal .. Fy=55 ksi Base Pla~e Fy=36 ksl Anchor. 1 per Base Slab &Soil ·Level I Load Per Level Beam Spcg 1 1,600 lb 10?:o in 2 1,600 lb 76.0 in .Notes _I 1YPE 2W 5$G DP INT-FLOREXPO.xls 19211 T w::::===t-l==---trr 1211 + t,-,-----! ~- 4211 + J-------'-,-3!!-'--'-----11 42" w.-~:......-i+,-....,...--r-+ 42" + i-----'lll-- 42" ~---,-ll----l }-4.811 -;,J **RACK COLUMN REACTIONS ASDLOADS AXIAL DL= 100 lb AXIAL LL= 1,600 lb SEISMIC AXIAL Ps=+/-886 lb BASE MOMENT= 0 in-lb Frame Depth Frame.Height # Diagonals Beam Length Frame Type 48 in 192.0 in 5 ~2in Single Row Description STRESS Hannibal IF3014-3x3x~4ga P=l700 lb, M=9256 in-lb 0.59-OK None ~one N/A Struc C4x4;5 w/(0) frontto·batk brace(s) Lu=69 in I capacity: 4333 lb/pr 0.15-OK Lvl 1: 3 pin OK I Mconn=5463 in-lb I Mcap=12691 in-lb 0.43-OK Hannibal 1-l/2xl-1/2x16ga 0.07-OK Hannibal 1-V2xl-1/2x16ga 0.08-OK 3x5x3;s· I Fixity= O in-lb 0.12-OK 0.5" x ~·.25" Embed POWERS SD2 ESR 2502 Inspection Reqd (Net Seismic Uplift:=444 lb) 0.367-OK 5" thk x 2500 psi slab on grade. 1000 psf Soil Bearing Pressure 0.23-OK Brace 42.0 in 42.0 in 42.0 in 42.0 in 12.0 in Total: I Story Force I Story Force Transv Longit. · 1171b 661b 2001b 112 lb 3171b. 1781b --1 j Column I Column I Conn. Beam Axial Moment Moment Connector 1,700 lb 9,256 11# 5,463 "# 3 pin OK 8501b 2,134 11# 1,992 11# 3 pin OK I 11712013 PROJECT NUMBER CARLSBAD FIRE DEPARTMENT EXPEDITED PIAN CHECK REQUEST 1, f MkL.,,au,NJ;l}aeP-am requesting 'Expedited Plan Check Services' and understand I will be levied an additional fee assessecj at the rate of $90.00 dollars per hour plus $25.00 dollars administration fee. I Lmderstand that my plans shall not be released until all fees are paid. ,., f~ 6A-ua.- l, YourName the applicant, am SOieiy responsible for all fees due ShOUld the project be withdrawn or otherwise not completed. And by signing below I acknowledge that my plans shall be forwarded by the City of Carlsbad to an independent contractor/consultant. P /wv~ourN~ · I, ---"ft""r--__,.,,..,,,......,.. ...... ---,.-....--acknowledge that the 'first review' time for all expedited Fire plan reviews will be ten-(·10) business days from date of submittal. These additional day account for acceptance . and delivery of your plans and then the parcel return to our office if recommended for approval. I, j) ~ ·1-vourN•i~ the applicant, acknowledges that corrected or revised plans shall be sent directly to the plan checker. at the address specified on the Correction List, at my cost, parcel post or o~her means. I, . e A,-,tvL.vourName f;~EJ'}(._ acknowledge that a turn-around time for re-submittals is five-(5) business days from the date plans are received at the address specified by the plan checker on the Correction List. Once all corrections are made, your plans are then returned to the Carlsbad Fire Department with a "Recommendation for Approval° based solely on the adopted Codes and Standards. This is not an approyal. Your plans are then forwarded to the Carlsbad Fire Department, and once your plans are received by our office they are subject to an additional review to ensure conformance with Carlsbad Municipal Code. This additl9nal review is subject to an additional review period of seven-(7) 'Government Business' days from date that we receive the plans from the plan reviewer. The Carlsbad Fire Department does not perform 'Over-the-counter' plan review services. Plans submitted to the Carlsbad Fire Department for review by CFO staff shall be checked on a 'first come, first served' basis and could take 10 days or airst' review. ~ / ~ PLEASECl~OURSELECTION ~ I Applicant Signature M' f,---.. Date __ l_\_l L_/_L~-- Copy to Building and Fire Prevention file Revised 06/13/2011 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Name F O ....... fJ L-Dr-t'f-tD Project Address l~ (oo f-E:L-L--O G,. lrJe _ Mailing Address ,·a ~ L.vi_...,.. I (oD J'-Cvt.--OG> ~, t:::! Project Contact . ~ ~ElL- Business Contact eaD r\-ct-E-" J) I~ Ziphode 8 71-t:>O OFFICE USE ONLY UPFP# ______ _ HV# _______ _ BP DATE. _ _,'-_..._ __ APN# Plan File# The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protec!ion \Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project):_______ Occupancy Rating: ___ 2<------'----- 1. Explosive or Blasting Agents 5. Organic-Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics C)· ·other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None ofThese. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives - PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISIONS (HMO): If the answer to any of the questions is yes, applicant must contact the Cpunty of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 11 O, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: __ / __ /_·__ Expected Date of Occupancy: __ / __ / __ 1. D · Is your business listed on the reverse side of this form? (check all that apply). 0 CalARP Exempt I Date Initials YES i· (for new construction or remodeling projects) 2. D Will your business dispose of Hazardous Substances or Medical Waste in any amount? D CalARP Required 3. D Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds ___ ..,_/ ___ _ 4. 5. 6. 7. D D D D 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Date Initials J Will your business use an existing or install an underground storage tank? · Will your·business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 1 O)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 1 O working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES ' 1. D Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheetat http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contac~ APCD if you have any questions). 2. D D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subjectfacility'be located within 1,000 feet of the outer boundary ofa school (K through 12)? '..J:. (Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district). 3. D ~ Has-a survey been performed to determine the-presence of Asbestos Containing Materials? 4. D Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 5. D Will there be demolition involving the removal of a load supporting structural member? Briefly desc e business activities: D1S"T(!.._\~1.t,,o,J 'DP-PL-ovvEf--::5 Briefly describe proposed project: S'\"C ~ M., ~ ~kl--~j ; I') E:"f.. t S TJ ,v c. Lo o 1.x7L herein are true and correct. /1 I IL / /3, N Sign Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _______ ~----------------------- BY: ___________________________ _ DATE: __ _,_/ __ ...,/ __ _ EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCO COUNTY-HMO APCO COUNTY-HMO APCO .. *A stamp in this box only exempts businesses from completing or updating a Hazardous Matenals Business Plan. Other permitting requirements may still apply. HM-9171 (02/11) County of San Diego -DEH -Hazardous Materials Division I ' ,· _,; , .. 3..:: ,, CB132790 1960 KELLOGG AV FLOREXPO= INSTALL RACKS FOR L __ .. _. .......... ~ • ..-.-.. ,,._..1.;,..~ ... ,..~__,w.,,,..,-t__.. • .,.._ ... ' • ~:. .,_,,;, ~-L::..--.---~~'J.'~: ~~.;.:., ...... ,.,;J._ ,2~. _w..:.....; _ ___.._ ____ _ Final Inspection required by: ( \ \ t~ \~ -rv pUhJ J PiR-6 I (5$.(.ML-( -cJr\ €. rz:._ c,J ~ Qo,L<-5 i\ /13)13 (~~ ~ 11 lz 0 (13 -Owr,w,.. -i-o-, ~ Fe I z-1 ,, I 1:3 R.:-II -µ U>f\-\,,:;,.,k:Jr P.,w, l ,e. /Dc,W_ "' ~c..on~ p.eAf) M':1~:s-9,~ r~-Y_)~ Cl Plan Cl CM&I Cl Fire Cl jsw l:ltSSUED 1~1:1~.1 Approved Date By BUILDING I( /""U) ( I 3 Kc PLANNING ,{/, 3/ 13 61E'. ENGINEERING ____._ FIRE Expedite? Y{NJ t~Jn/i:3 AFS Checked by: HazM~t APCD Health ~ ~Fe Ja f \q IJJ ) JJV-£1) Forms/Fees Sent Rec'd Due? By Encina y N Fire y N HazHealtMPCD ,,11-z.Jt:3 ·v N PE&M y N School y N Sewer y N Stormwater y N Special lnspectic;m y N CFD: y N LandUse: Density: lmpArea: FY: Annex: Factor: PFF: y N Comments Date Date Date Date Building Planning rn -' -,_., Engineering Fire 11(¢-jJ,3 Need? lf'A1'-1 ~~) ~L. ;t:r'bone / ti Done aoone aoone·