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2841 LOKER AVE E; ; CB091777; Permit
. t' City of Carlsbad . -, 1635 Faraday Av Carlsbad, CA 92008 01-22-2010 Commercial/Industrial Permit Permit No: CB091777 Building Inspection Request Line (760) 602-2725 Job Address: 2841 LOKER AV EAST CBAD Permit Type: Tl Sub Type: COMM 0 NEW Parcel No: 2090831400 Lot#: Status: Valuation: $31,500.00 Construction Type: Applied: Occupancy Group: Reference #: Entered By: Project Title: SAFETY SYRINGES-INSTALL STORAGE RACKS Applicant: SOUTHWEST MATERIAL HANDLING 3725 NOBLE CT MIRA LOMA, CA 91752 951-727-0477 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee c.. Bridge Fee ~;:;, BTD #2 Fee STD #3 Fee rA<).,.\J.0'Vv Renewal Fee ~v ~ ~ Add'I Renewal Fee -"'-' d0~«><;) Other Building Fee ~~,.,;~\-(;V'i,P Pot. Wa_ter Con. Fee<)..(> ,<<\.,&f~ t"- Meter Size V f / ~)- Add'I Pot. Water Con. F V ~ ~ Reel. Water Con. Fee Green Bldg Stands (SB147 ) Fee $300.30 $0.0ci $195.20 $0.00 $0.00 $6.62 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: SAN ELIJO PROPERTIES L L C C/O GLENN MUELLER 1105 ARDEN DR ENCINITAS CA 92024 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 TOTAL PERMIT FEES Total Fees: $503.12 Total Payments To Date: $503.12 Balance Due: ISSUED 10/23/2009 KG 01/22/2010 01/22/2010 $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 ?? $503.12 $0.00 Inspector:~--~ FINAL APPROVAL Date: 1./a.£//P 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/exaQtions. 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·nreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. ' I «~"'> Building Permit Application Plan Check No. C/!lf/11 77 .. ,l Est. Value 3 /, ,S--6 0 •' Y, 1635 Faraday Ave., Carlsbad, CA 92008 ¥ CITY OF 760-602-2717 I 2718 / 2719 , Plan Ck. Deposit ·--CARLSBAD Fax 760-602-8558 www.carlsbadca.gov Date/(}···Z3-0C/ I UY JOB ADDRESS 2841 Loker Ave East SUITE#/SPACE#/UNIT# IAPN / --- CT/PROJECT# ILOT# I PHASE# I # OF UNITS I # BEDROOMS #BATHROOMS I TENANT BUSINESS NAME I CONSTR. lYPE I occ. GROUP Safety Syringes DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Storage Racks 2,693 Sq. Ft. EXISTING USE l PROPOSED USE l GARAGE {SF) PATIOS {SF) l DECKS {SF) FIREPLACE I AIR CONDITIONING I FIRE SPRINKLERS YES[)t NoO YES0No0 YESONoO CONTACT NAME (If Different Fom Applicant) Adan Ramirez APPLICANT NAME Adan Ramirez ADDRESS ADDRESS 3725 Nobel Court 3725 Nobel Court CITY STATE ZIP CITY STATE ZIP Mira Loma Ca. 91752 Mira Loma Ca. 91752 PHONE PHONE 951-727-0477 'FAX 951-727-0444 951-727-0477 IFAX 951-727-0444 EMAIL EMAIL adanr@swmhinc.com adanr@swmhinc.com PROPERTY OWNER NAME Safety Syringes CONTRACTOR BUS. NAME Southwest Material Handlina Inc. ADDRESS ADDRESS 2875 Loker Ave Carlsbad, Ca. 92010 3725 Nobel Court CITY STATE ZIP CITY STATE ZIP Carlsbad Ca. 92010 Mira Loma Ca. 91752 PHONE PHONE 760-918-9908 !FAX 760-918-0565 951-727-0477 (AX 951-727-0444 EMAIL EMAIL adanr@swmhinc.com ARCH/DESIGNER NAME & ADDRESS I STATE LIC. # STATELIC.# ICLASSC61 ~~ 712327 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law !Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. 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 dollars {$500]). W@C& ((s 13 llW " @@WCP@ro~~ilO®W Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declaraffons: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [{] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Insurance Co Dealer Protection Ins. Svcs. Policy No. UB9245M36 Expiration Date 01/01/10 This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provi ed fo~1'06 of Labor code, Interest and attorney's fees. JiS CONTRACTOR SIGNATURE . ~ / DATE /,J ... L..J ..... i::J'7 @WWl.3©0 ©©011@@@ ©@@11~m~·i1tr@ro 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 compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-bu«derwill have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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. 0Yes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): JiS PROPERTY OWNER SIGNATURE DATE '' <s®li!il(l)O,@'il@ 'il(:)O~ ~@<s'il.Q0QJ 17®@ &J0QJ0 ID@~O@@&J'ilO&l1 ID©OU.©Oro@ @@@®Otr0 ®IDC!.t? ,. Is the applicant or future building oocupant required to submit a businessi:2J, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes ./ No Is the applicant or future building oocupant required to obtain a permit from the air pollution control district or ail]ality management district? 0Yes lZJ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes ./ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. @0&J9'il@©@u'O0QJ (1@@©069© ~©@@(st{ 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 &@@U.O@~QJ'il <s@@u'OIYO@~ u'O0@ I certify that I have read the application and state that the above information Is correct and that the information on the plans ls accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby aulhorize representative of lhe City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if lhe building orwori< aulhorized by such permit is not commenced wilhin 180 days from the date of such permit or if the building orwori< aulh~rmitis suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). R$ APPLICANT'S SIGNATURE ~ __e_ ,,.-~ DATE /d9-.z_ §, <f7 q ---__,,.P' Oitv of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite ~J:e Plan Check #: Date: 01/25/2010 Pern_iit #: CB091777 Permit Type: Tl Project Name: SAFETY SYRINGES-INSTALL Sub Type: COMM STORAGE RACKS Address: 2841 LOKER AV EAST Lot: 0 Contact Person: NA Phone: 9518307295 Sewer Dist: CA Water Dist: CA ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• , ••••••••••••••••• ,.,i,11111111 Inspected~, Date \ l0!;ft a Inspected: Approved: Disapproved: __ By: I I Inspected · Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: ______________________________ _ City of Carlsbad Bldg Inspection Request For: 01/25/2010 Permit# CB091777 Title: SAFETY SYRINGES-INSTALL Description: STORAGE RACKS Type: Tl Sub Type: COMM Job Address: 2841 LOKER AV EAST Suite: Lot: O Location: APPLICANT SOUTHWEST MATERIAL HANDLING Inspector Assignment: Phone: 9518307295 Inspector:./!._ Owner: SINGER IRVING&RUTH LIVING TRUST A 06-30-86 Remarks: Total Time: Requested By: NA Entered By: CHRISTINE CD Description Act Comments 19 Final Structural j}L 29 Final Plumbing Iv!.-- 39 Final Electrical 49 Final Mechanical ± Comments/Notices/Holds Associated PCRs/CVs Original PC# CV060210 CLOSED 0-EXPIRED BIZ LICENSE; Inspection History Date Description Act lnsp Comments WinCo Inspections 760-451-9021 Office 760-451-9020 Fax SPECIAL INSPECTOR"S DAILY REPORT TXJ'e oflnspection: 1),.1. A Contacts Owner Phone City Inspector ¢. . .,.YA· Contractor Work lnspect~g_ CERTIFICA. TION OF C.'OA-IPLIANCE IHEREUYcamFYTHATIHll.1/EIHSPECTfOTOTHf!BESTOFMYIOiOWU:OGEALLOF Tl1f. A80~ Rf PORl'l:D WCRtl" UM.ESS OJIC:RWll"ISG l«JTl:U. I 11A11£ POU!IIID THIS WOR1C TOCOMPL'l'wi;n-'lffE ~~~~=~~i::,~~~~N'PIJCIIBt.~ SECTIONS Date: /-/f'-do lo Phone: Phone Phone ~7~ Phone . Phone ... "! .. P of ; D. T HOUR.<; T.T HOURS --- ,.. :.3 . · .. EsGil Corporation In (J?artnersli.ip witli. (]overnment for <Buifaing Safety DATE: 11/20/09 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 091777 PROJECT ADDRESS: ·2841 Loker Ave East SET: II PROJECT NAME: Storage.Racks for Safety Sy:tings D LI ANT . VIEWER D FILE D The plans transmitted.herewith have been corrected where necessary and substantially comply · ,- with thejurisdictfon's building. codes. ·: · . ,· : .. . · · .. · IX! The plans transmitted her~with wiiLsubstantially comply with the jurisdiction's building codes .. · -when minor deficiencies identified .below· are: resolved and. checked by building department staff:: D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D . . . The check list transmitted herewith is for your information. The plans are be'ing 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 appli.cant· .-.· 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. Esgil Corporation staff did advise the applicant that the. plan check has been completed: · · Person contacted: Telephone#: Date contacted: ,/\/?,. A ~by: ) Fax #: . · . · Mail Telepho~ WY1n Person ~ REMARKS: (}) City to field verify that the path of travel from the handicapped parking .space to the rack area and the bathrooms serving the rack area comply with all the current disabled access requirements. 2. Fire Department approval is required. By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 11/17 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 . . . . . .. ,· . ... . . ' EsGil Corporation In <Partnersliip witli government for <Bui[tfing Safety DATE: 11/3/09 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 091777 PROJECT ADDRESS: 2841 Loker Ave East SET:I PROJECT NAME: Storage Racks for Safety Syrings ~~ANT ~ CJ PLAN REVIEWER CJ FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved arid checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. !Z] 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 ,he jurisdiction to forward to the applicant contact person. : [Z] The applicant's copy of the check list has been sent to: Adan Ramirez 3725 Nobel Court Mira Loma, CA 91752 -D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Adan Ramirez Telephone#: 951-727-0477 Datecontacted:11/y(o~ (by:i---) Fax #:951-727-0444 Mail vrelephone....,.... Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 10/27 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 091777 ·11/3/09 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2841 Loker Ave East DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/27 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 091777 DATE REVIEW COMPLETED: 11/3/09 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? D Yes D No I ~ I ' \ Clty of Carlsbad 091777 ·11/3/09 Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. City to field verify that the path of travel from the handicapped parking space to the rack area and the bathroom serving the rack area comply with all the current disabled access requirements . Title 24, Part 2. 2. Obtain Fire Department approval. 3. The plan (SCE1 of 1) shows typical exterior beam is 31/2" deep. The calculation did not show this beam. Please clarify. 4. Page 4.1 of the calculation shows the Lu for beam C3x3.5 is 81 inches. Why Lu is not 108 inches? Please check. 5. Recheck all connections on sheet 1 as follows: a) The rivet bearing capacity is only dtFu = 0.406(0.0747)65 = 2 kips. b) Provide calculations for all beam to bracket weld capacities per Section 2330 (allowable weld stress is the member thickness times 26 ksi times 1.33, or the weld stress, whichever is lower). c) Check the bracket maximum weak axis moment. 6. Provide calculations for the column weak axis bending plus axial for transverse· seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). 7. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil Corporation. Thank you. City of Carlsbad 091777 ·11/3/09 [DO NOT PAY -THIS IS NOT AN INVOICE} VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 091777 DATE: 11/3/09 BUILDING ADDRESS: 2841 Loker Ave East BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier storage racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance I ..,. I Plan Check Fee by Ordinance I ..,. I Type of Review: 0 Complete Review D Repetitive Fee =8 Repeats Comments: I D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. per city D Structural Only 1------IHr.@ • ($) 31,500 31,500 $300.301 $195.201 $168.171 Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 09-1777 DATE 10/26/9 ADDRESS 2841 Loker Ave East RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE OTHER storage racks PLANNER Chris Sexton ENGINEE~ 11:\ADMIN\COUNTER/PLANNING/ENGINEERING APPROVALS POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING DATE 10/26/9 DATE t-iD/ t1t(v _t) Carlsbad Fire Department Plan Review Requirements Category: TI , COMM Date of Report: 01-21-2010 Name: Address: Permit#: CB091777 BLDG. DEPT COPY Job Name: SAFETY SYRINGES-INSTALL Job Address: 2841 LOKER AV EAST CBAD INC r""'Fe-v-rew'ts1fi"compie"~i":frre~this,,~f,ti.ce-C1UlllOt ®·" me comp ~li-eahl©,,,G " d/or standards. Please review carefully all comme ached. Please resubmit the necessary plans and/or specifications, -'" -~hanges "clouded", r review and approval. Conditions: Cond: CON0003747 [NOT MET] 1. Provide technical report for high pile storage -please see attached list of accepted third party consultants. Entry: 11/17/2009 By: cwong Action: CO Cond: CON0003 834 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, _ CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY V~OLATION OF THE LAW. Entry: 01/21/2010 By: cwong Action: AP C,arlsbad Fire Department Plan Review Requirements Category: TI , COMM Date of Report: 11-17-2009 Name: Address: Permit#: CB091777 SOUTHWEST MATERIAL HANDLING 3725 NOBLE CT MIRA LOMA, CA 91752 Job Name: SAFETY SYRINGES-INSTALL Job Address: 2841 LOKER AV EAST CBAD I Reviewed by: _ _,_,{1'--',,,'A~)_(Jy'i ___ l __ 0 (j BLDGD . if:Prcopy fflif~Y 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: CON0003747 [NOT MET] 1. Provide technical report for high pile storage -please see attached list of accepted third party consultants. Entry: 11/17/2009 By: cwong ~on:-CQ::.:J ,· StCural ~:ineering ~ .Lai 1 1729 s. Douglass RD, ste B Anaheim, CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 Project: SAFETY SYRINGES 2875 LOKER AVE. E. Project#: J-092809-2 CARLSBAD, CA. 92008 Date: 11/07 /09 Project#: PC#091777 Plan Review Responses CORRECTIONS: 1. UNDERSTOOD, CITY TO FIELD VERIFY PATH OF TRAVEL FROM HANDICAPPED PARKING SPACE TO THE RACK AREA AND THE BATHROOM SERVING THE RACK AREA TO CONFIRM AREA COMPUES WITH ALL DISABLED REQUIREMENTS. 2. FIRE DEPARTMENT APPROVAL TO BE OBTAINED PRIOR TO ISSUANCE OF PERMIT BY CUENT. 3.-PLEASE SEE REVISED"ANALYSIS.WHERE BOTH INTERIOR AND EXTERIOR BEAM ANALYSIS HAS BEEN PROVIDED 14 REQUIRED. SEE PAGE 8.1 & 8.2. · 4. PLEASE SEE REVISED CALCULATIONS WHERE THE LU (UNSUPPORTED LENGTH) HAS BEEN REVISED TO 108" AS REQUIRED. NOTE BEAM IS STILL MORE THAN ADEQUATE IN SUSTAINING THE IMPOSED LOADS. 3-, 5. PLEASE SEE REVISED CONNECTION ANALYSIS PAGE 9 WHERE ALL REQUIREMENTS HAVE BEEN MET AND REVISED,.., AS REQUIRED. ~ 6. PLEASE SEE REVISED CALCULATIONS PAGE 7.2 WHERE COLUMN HAS BEEN CHECKED FOR WEAK AXIS BENDING~\ PLUS AXIAL FOR TRANSVERSE SBSMIC LOADING AS REQUIRED. NOTE COLUMN IS STILL MORE THAN ADEQUATE N SUSTAINING THE IMPOSED LOADS. PLEASE FEEL FREE TO CALL WITH ANY QUESTIONS YOU MAY HAVE REGARDING THE ABOVE MATTERS. SINCERELY, BOB SHARIFI ctural • --n 1n 12.00 N. JEFFERSON, Suite F Anaheim, CA 92807 • 1ng Tel: 714.632.7330 Fax: 714.632.7763 e-mail: maU@sceinc.net Project Name : SAFETY SYRINGES Project Number : J-092809-2 Date: 11/07/09 Street Address : 2841 LOKER AVE. EAST City/State : CARLSBAD, CA. 92008 Scope of Work : STORAGE RACKS . . Structural Concepts ~ Engineering -~ 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project #: J-092809-2 TABLE OF COfli'TENTS litle Page ................................................................................................................ 1 Table of Contents..................................................................................................... 2 Design Data and Definition of Components ............................................................ 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 SAFElY SYRINGES-TYPE F PUSH BACK INT. F'age 2. of l 3i 9/30/2009 Struc~ural Concepts "':Jid Engineering 1200 N. Jefferson Ste. Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project #: J--092809-2 Design Data 1) Toe analyses conforms to the requirements of the 2007 CBC and the 2002 Rack Manufacturers Institute Sepecifications for 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 other than those supervised by a licensed deputy inspector. 5) Toe reinforced slab is 5" thick with minimum 2000 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components A ;1 Beam ~=:n==============fll:::t===========n==~ ········· ......... ......... . ....... . Beam : Product : . . . . . . . . . Spacing ~=:li:§:~.::~::::~: ~::::~:::~:: 61:===:!+=====:li: Beam length - Front View: Down Aisle (Lon<jj1tudmall Frame Column Beam to Column Connector Ba5e Plate and AnchorB L frame __J r Depth ~I Section A: Cross Aisle (Transverse ) Frame Horizontal Brace Diagonal Brace Toe components herein are designed within the guidelines of the 2007 CBC and the 2002 Rack Manufacturers Institute Specifications for Storage Racks. Toe final design of the system is valid only with proper approval from the jurisdictional building official. SAFElY SYRINGES-TYPE f PUSH BACK INT. Page 3. of l,3 9/30/2009 Struct.ural Concepts ::r;--4 Engineering ~ 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project #: J-092809-2 Configuration & Summary: TYPE F PUSH BACK 2 DEEP EXT. ,_ T 86" 92" + 88" i 45" + 45" 192" + 45" + _l 45" L ~ - 108" ~ 54" '----42"---:} + 2007 CBC Seismic Criteria # BmLvls Frame Depth Frame-Height # Diagonals Beam Length Ss=l.093, Fa=l.063 2 42in 192in 4 lOBin Component Description STRESS Column Fy=55Ksl LMf LM20/3X3x14ga P=1675 lb, M=3827 in-lb 0.29-0K Column Backer None None None N/A Beam Fy=SOKsi Lvl 1: Struc C3x3.5 .Lu=l-08 in capacity: 1806 lb/pr 0.89-OK Beam Connector Fy=50Ksi Lvl 1: 3 PIN OK Mconn=4684 in-lb Mcap=16922 in-lb 0.28-0K Brace-Horizontal Fy=55Ksi LMf 1-1/2x1-1/4x14ga 0.06-0K Brace-Diagonal Fy=55Ksi LMT 1-1/2Xl-1/4x14ga 0.12-0K Base Plate Fy=36Ksi 8x5x3/8 Fixity= 3827 in-lb 0.37-0K Anchor 2 per Base 0.5" x 3.25" Embed HILT! K\NIKBOLTTZ ICC ESR 1917, SPECIAL INSPEC. REQD, {T=l63 lb) 0.06-OK Slab 5" thk x .2000 psi slab. 1000 psf Soil Bearing Pressure 0.18-0K Level Load Per St-cry Force StoryFnrce Ci>1Umil Column Conn. Beam Level {PL) BeamSpcg Brace Transv Longit. Axial Moment Moment Connector 1 1,600 lb 88.0 in 45.0 in 100 lb 601b 1,675 lb 3,827 "# 4,684 "# 3 PIN OK 2 1,600 lb 86.0in 45.0in 198 lb 1181b 8381b 2,541 "# 2,771 "# 3 PIN OK 45.0in 45.0in Total: 298 lb 178 lb Notes jTHIS PUSH BACK RACK HAS FLOOR MOUNTED BEAM ALSO. REAR EXT. BEAM LBF354. SAFETY 5YRINGES-1YPE F PUSH BACK EXT. Paqe 'Is I of I l I 1/7/2009 Struct~ral Concepts ~--4 Engineering -~ 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project #: J-092809-2 Configuration & Summary: TYPE F PUSH BACK 2 DEEP INT. ,. ---' T T ~-· 45" + 86" I/ t 45" 192" 192" + ~ 45" + 88" I/ I 45" .. .L --' -----¥-r--108" -----r _}-54" _.,...+<---42" --+- 2007 CBC Seismic Criteria #BmLvls Frame Depth Frame Height # Diagonals Beam Length Ss=l.093, Fa=l.063 2 42in 192in 4 108in Component Description STRESS Column Fy=55Ksi LMT LM20/3x3x14ga P=3275 lb, M=9792 in-lb 0.76-0K Column Backer None None None N/A Beam Fy=55Ksi lvl 1: lMT LBF404/4"deepx2.75nx0.075" Lu=108 in I capacity: 4610 lb/pr 0.69-0K Beam Connector Fy=55Ksi Lvl 1: 3 PIN OK I Mconn=10319 in-lb I Mcap=16922 in-lb 0.61-0K Brace-Horizontal Fy=55Ksi LMT 1-1/2x1-1/ 4x14ga 0.11-0K Brace-Diagonal Fy=55Ksi LMT 1-1/2xl-1/4x14ga 0.22-0K Base Plate Fy=36Ksi f%5x3/8 I Rxity= 5000 in-lb 0.58-0K Anchor 2 per Base 0.5" x3.25" Embed HILTI KWIKBOLT1Z ICC ESR 1917, SPECIALINSPEC. REQD, (T=354 lb) 0.12--0K Slab 5" thk x 2000 psi slab. 1000 psf Soil Bearing Pressure 0.34-0K Level Load Per Story Force Story Force Column Column Conn. Beam Level (PL) BeamSpcg Brace Transv Longit. Axial Moment Moment Connector 1 3,200 lb 88.0in 45.0in 1941b 1161b 3,275 lb 9,792 "# 10,319 "# 3PIN OK 2 3,200 lb 86.0in 45.0in 3831b 2291b 1,638 lb 4,913 "# 5,423 "# 3PIN OK 45.0 in 45.0in Total: 577 lb 344 lb Notes !THIS PUSH BACK RACK HAS FLOOR MOUNTED BEAM ALSO. 1------....1 SAFETY 5YRINGES-1YPE F PUSH BACK INT. Page 1. l--of I J 9/30/2009 Struct~ral Concepts ~:;j Engineering ~ 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project#: J.092809-2 Seismic forces Configuration: TYPE F PUSH BACK 2 DEEP INT. Lateral analysis is performed with regard tu the 2007 CBC Sec. 2208A, 2002 RMI Sec 2. 7.3. & ASCE 7-05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load Level 1 2 V= Cs*Ip*(PL *0.67*PLrf+ 1.0*DL) Ws= (0.67 * Plru, * PL) + DL DL per Lvl= 75 lb Cs * Ip= 0.1300 Vm1n= 0.015 = 4,438 lb Eff Base Shear= 0.1300 Cs= 0.67*2.S*ca/R >= 0.14 * 2/3 * Ss * Fa/1.4 (RMI Sec 2.5.1.2) = 0.1300 Vtransv= 0.13 * (150 lb+ 4288 lb) PL (Product Load) PL *0.67*Plrf ~,?00.lb . . -2,Wtlb- 3,200 lb 2,144 lb 4,2881b DL .75Jb 751b 1501b = 577 lb ASD Loading hi --88~n 174in W=44381b wi*hi 195,272 386,106 581,378 Longitudinal (Downaisle) Seismic Load Ws= (0.67 * Plru, * PL) + DL = 4,438 lb Eff Base Shear= 0.0775 Cs* Ip= 0.67*1.2*Cv/(R*TA0.66)>=Vmin2 Vlong= 0.0775 * (150 lb + 4288 lb) = 0.0775 = 344 lb ASD Loading Vmin1= 0.015 Vrrnn1.= o.14"2/3'5S'fa/l.4= 0.0775 Level PL (Product Load) PL *D.67*Pt.rf DL hi wi*hi 1 3,200 lb 2,14:t lb 751b 88in 195,272 2 3,200 lb 2,1441b 751b 174in 386,106 4288 lb 1501b W=44381b 581378 SAFETY SYRINGES-lYPE F PUSH BACK INT. Page ti' of l 3 Ss= 1.093 S1= 0.415 Fa= 1.063 Fv= 1.585 ca=0.4*2/3*Ss*Fa= 0.3098 (Transverse) R= 4.0 Ip= 1.0 Plru,= 1.0 Fl 193.81b 383.2 lb 5771b R*hi 17,054-# 66,677-# Z:=83,731 T= 1.00 sec P'-RF= 1.0 (Longitudinal) R= 5.0 Cv=2/3*Sl *Fv= 0.4385 R 115.5 lb 228.5 lb 3441b 9/30/2009 Struct~ral ~ e,;oncepts ~4 Engineering ~ 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax; 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project #: J-092809-2 Downaisle Seismic Loads Configuration: 1YPE F PUSH BACK 2 DEEP INT. Determine the story moments by applying portal analysis. The base plate is assumed to provide partial fixity. Seismic Story Forces Vlong= 344 lb Vcol=Vlong/2= 172 lb Fl= 1161b F2= 229 lb F3= 0 lb Seismic Story Moments , ________ ., ·Conceptual System Mbase-max= 5,000 in-lb <=== Default capacity Mbase-v= (Vcol*hleff)/2 = 7,396 in-lb <=== Moment going to base Mbase-eff= Minimum of Mbase-max and Mbase-v = 5,000 in-lb M 1-1= [Veal* hleff]-Mbase-eff = (172 lb * 86 in)-5000 in-lb = 9,792 in-lb Mseis= (Mupper+Mlower)/2 Mseis(l-1)= (9792 in-lb+ 4913 in-lb)/2 = 7,352 in-lb LEVEL hi Axial Load 1 88in 3,275 lb 2 86in 1,638 lb Mconn-allow(3 Pin)= 16,922 in-lb SAFElY SYRINGES-TYPE F PUSH BACK INT. M 2-2= [Vcol-(Fl)/2] * h2 = [172 lb-114.3 lb]*86 in/2 = 4,913 in-lb Mseis(2-2)= (4913 in-lb+ 0 in-lb)/2 = 2,456 in-lb Summary of Forces Column Moment Mseismic Mend-fixity 9,792 in-lb 7,352 in-lb 2,967 in-lb 4,913in-lb 2,456 in-lb 2,967in-lb Page (p of I J> Typical Frame made ,-L-o~~columns ttfil)(f· ''-lits)! Bd:l·'·--"j )~ ~-~-·· .· ...... , .. ·-~,: ,:_·:~ ., .... ':. ________ , Veal h2 -4 --. ~-j h 1 h1eff 11 Beam to Column Elevation Mconn Beam Connector 10,319 in-lb 3PIN OK 5,423 in-lb 3 PIN OK 9/30/2009 Struc;ural Concepts ~4 Engineering ~ 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project#: J-092809-2 Column Configuration: TYPE F PUSH BACK 2 DEEP INT. Conforms to the requirements of Chapter CS of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties -Loads Section: LMT LM20/3x3xl 4ga Aeff = 0.643 in-"-2 Ix = 1.130 in"4 Sx = 0.753 in"3 rx = 1.326 in .Qf= 1.67 E= 29,500 ksi Iy = 0.749 in"4 Sy= 0.493 in-"-3 ry = 1.080 in Fy= 55 ksi Cmx= 0.85 Axial=P= 3,275 lb Moment=Mx= 9,792 in-lb Axial Analysis Kxl.x/rx = 1.7*88"/1.326" = 112.8 KyLy/ry = 1*45"/1.08" = 41.7 Fe= n"2E/(Kl./r)max"2 = 22.9ksi Pn= Aeff*Fn = 14,708 lb P/Pa= 0.43 > 0.15 Bending Analysis Check: P/Pa + {Cmx*Mx)/(Max*µx) 5 1.33 P/Pao + Mx/Max s; 1.33 Pno= Ae*Fy = 0,643 inA2 *550QQ psi = 35,365 lb Max= My/Qf = 41415 in-lb/1.67 = 24,799 in-lb µx= {1/[1-{Qc*P/Pcr)]}"-1 = {1/[1-(1.92*3275 lb/14701 lb)]}"-1 = 0.57 Combined Stresses Fy/2= 27.5 ksi Qc= 1.92 Kx= 1.7 Lx = 88.0 in Ky= 1.0 Ly= 45.0 in Cb= 1.0 r 3,000 in ---1 Al-·· ~ ~ 0,75in (Column stresses@ Level 1)) Pao= Pno/Qc = 353651b/1.92 = 18,419 lb Fe< Fy/2 Fn= Fe = n"2E/(Kl./r)max"2 = 22.9 ksi Pa= Pn/Qc = 14708 lb/l.92 = 7,660 lb Myield=My= Sx*Fy = 0.753 in"3 * 55000 psi = 41,415 in-lb Per= n-"2EI/(KL)max-"2 = n-"2*29500 ksi/{1.7*88 in)"2 = 14,701 lb (3275 lb/7660 lb)+ (0.85*9792 in-lb)/(24799 in-lb*0.57) = (3275 lb/18419 lb)+ (9792 in-lb/24799 in-lb)= 1.01 0.57 < 1.33, OK < 1.33, OK {EQ CS-1) {EQ C5-2) SAFElY SYRINGES-TYPE F PUSH BACK INT. Page 7,,f of 13 9/30/2009 S1~~1 \.,onEts ~:-? ngineering ~ 1729 S. Douglass Rd, ste B Anaheim, CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 By: BOB s. Project: SAFETY SYRINGES Project#: J-092809-2 Column-Exposed Post Check Conforms to the requirements of Chapter C5 of the 1996 AISI Cofd Formed Steel Design Manual for combined bending and axial loads. Check post protector requirement of 2001 CBC Sec 2222.5 Section Properties Loads Section: 3x3xl4ga Aeff = 0.643 in''2 Ix = 1.130 inA4 Sx= 0.753inA3 rx = 1.326in Qf= 1.67 E= 29,500 'ksi Axial=P= 3,275 lb Iy = 0.749 inA4 Sy= 0.493 inA3 ry= 1.080in Fy= 50 ksi Cmx= 0.85 width= 3.000 in depth1= 3.000 in thicta.=·o.:o75 in Moment=Mx= 0 in-lb .Axial Analysis Kxl..x/rx = 1.7*88"/1.326" = 112.8 Kyly/ry = 1*45"/1.08" = 41.7 Fe= nA2E/(KI./r)maxA2 = 22.9ksi Fy/2= 25.0 ksi Pn= Aeff*Fn = 14,708 lb P/Pa= 0.43. > 0.15 Bending Analysis Check: P/Pa + (Cmx*Mx)/{Max*µx) :s 1.33 P/Pao + Mx/Max $ 1.33 Pno= Ae*Fy = 0.643 inA2 *50000 psi = 32,150 lb Max= My/Qf = 37650 in-lb/1.67 = 22,545 in-lb µx= {l/[1-(.Qc*P/Pcr)]}A-1 Combined Stresses = {1/[1-(1.92*32751b/14701 lb)]}"-1 = 0.57 .Qc= 1.92 Kx = 1.7 Lx = 88.0 in Ky= 1.0 Ly= 45.0 in Cb= 1.0 Fe< Fy/2 Fn=; Fe r--3.000 in -, [=]}·· ~ ~ 0.75in = nA2E/(KI./r)maxA2 = 22.9 ksi Pa= Pn/.Qc = 14708 lb/1.92 = 7,660 lb Pao= Pno/.Qc Myield=My= Sx*Fy = 32150lb/l.92 = 16,745 lb Per= nA2EI/(KL)maxA2 = nA2*29500 ksi/(1.7*88 in)A2 = 14,701 lb = 0.753 inA3 * 50000 psi = 37,650 in-lb (3275 lb/7660 lb)+ (0.85*0 in-lb)/(22545 in-lb*0.57) = (3275 lb/16745 lb)+ (0 in-lb/22545 in-lb)= 0.43 0.20 < 50%, OK per sec. 2222.5 No Post Protector Required <1ge "1.2,. a I~ Struct~ral ~ l;oncepts ~:.;j Engineering -~ 1200 N. Jefferson ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project#: J-092809-1 Beam Configuration: TYPE F PUSH BACK 2 DEEP EXT. The beam In column connection is assumed to provide partial end fixity for the beam frame. The end moment calculated herein is added to the lateral force force portal moment when analyzing the connection capacity. Section Properties Loads Bendin Beam Member= Struc C3x3.5 Beam at Level= 1 Beam Type= Structural Ix= 1.475 in"4 Sx= 0.983 inA3 Lengtll=L= 108.0 in Lu= 108.0 in d/Af= 8.78 % End Rxity= 20 % 0= 0.2 Mcenter= B*(wLA2/8) = 0.864*(wl A2j8) Mends= 0*Mmax(fixed ends) = (wL A2f12)*0.2 = 0.Q167*wl A2 Fb= 0.6 * Fy ::: 33,000 psi Fb-eff= 12,655 psi Live Load/Pair= 1,600 lb Mcenter= 0.108 * wL A2 = 9,699 in-lb M= 9,699 in-lb fb= (M/Sx)/a = 11,276 psi Bending Capcity= 1,806 lb/pair Deflection Deft-allow= L/180 = 0.600 in Deflection capacity= 3,619 lb/Pair DL= 3.5 lb/ft Thickness= 0.130 in Beam Shape= Channel Impactfactnr(a}=(l-25%/2)= 0.875 Coeff B= 0.108/0.125 = 0.864 Mcenter= Mcenter(simple ends)-0*Mcenter(fixed ends) = wLA2/8-(0.2*wLA2/12) = wLA 2/8 -wLA2/60 = 0.108 * WL A2 Fy= 55,000 psi Fb' = 12,000/(lu*d/Af) = 12,000/(108*8.78) = 12,655 psi Dead Load/Pair= (3.5 lb/ft) * 2 * 108 in/12 = 631b <=== Critical Mends= 0.0167*wLA2 = 1,500 in-lb fb/Fb= 11276 psi/12655 psi = 0.89 <= 1.0, OK Deft= B * [SwL A4/(384*E*lx)] Dist Load=w= 7.7 lb/in = [5*7.7 lb/in*(108 in)"4/{384*29.5xl0"6 psi * 1.475 in"4)]*0.864 = 0.271 in <=0.6in, OK Allowable load per beam pair= 1,806 lb Rack Program 2007 CBC Roll form I Pagefi. I of I 3 I 1/7/2009 ,, , Structural Concepts ;if/ En~~~:~n.::,;.,,son ste, Ste F Anaheim, CA 92807 Tel; Z14.632.7330 Fax, 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project#: J-092809-2 Beam Configuration: TYPE F PUSH BACK 2 Dc'l:P INT. The beam to column connection is assumed to provide partial end fixity for the beam frame. The end moment calculated herein is added to the lateral force force portal moment when analyzing the connection capacity. Section Properties Beam Member= LMf LBF404/4"deepx2.75"x0.075" t-2.750m tl.875 m { Loads Bendin Beam at Level= 1 Beam Type= Formed Ix= 2.050 jnA4 Sx= 0.948 in"3 Length=L= 108.0 in Lu= 108.0in % End Rxity= 20 % 0= 0.2 Mcenter= B*(wL "2/8) = 0.864*(wL"2/8) Mends= 0*Mmax(fixed ends) = (wL "2/12)*0.2 = 0.0167*wLA2 Fb= 0.6* Fy = 33,000 psi Fb-eff= 33,000 psi Live Load/Pair= 3,200 lb Mcenter= 0.108 * wLA2 = 19,187 in-lb M= 19,187 in-lb fb= (M/Sx)/a = 23,131 psi Bending Capcity= 4,610 lb/pair Deflection Defl-allow= L/180 = 0.600 in Deflection Capacity= 5,037 lb/Pair DL= 5.0 !bin: Thickness= 0.075 in Beam Shape= Step Impact faclDr (a)=(l-25%/2)= 0.875 T 1.500,n 4.000m l~0.075m Coeff B= 0.108/0.125 = 0.864 Mcenter= Mcenter(simple ends) -0*Mcenter(fixed ends) = wL A 2/8 -(0.2 * wL A 2/12) = WL"2/8 -wL"2/60 = 0.108*wL"2 Fy= 55,000 psi Dead Load/Pair= (5 lb/ft) * 2 * 108 in/12 = 90 lb Mends= 0.0167*wL"2 = 2,967 in-lb fb/Fb= 23131 psi/33000 psi = 0.70 <= 1.0, OK <=== Critical Deft= B * [SwL "4/{384*E*Ix)] Dist Load=w= 15.2 lb/in = [5*15.2 lb/in*(108 in)"4/(384*29.5x10"6 psi * 2.05 in"4)]*0.864 0.385 in <= 0.6 in, OK Allowable load per beam pair= 4,610 lb SAFETY SYRINGES-1YFE F PUSH BACK INT. Page <Z.&,of LJ 9/30/2009 ' , Structural gs ~ ~ ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: 5.P. ProJect: 5AFElY 5YRINGE5, INC. ProJect #: J-092809-2 3 Pin Beam to Column Connection TYPE F PUSH BACK 2 DEEP INT. Mconn max= 10,319 in-lb Load at level 1 -l---+-p-1311--11/2" ~1/2" Connector Type= 3 Pin Shear Capacity of Pin PIN DIAM= 0.44 in Py= 55,000 psi Ashear= (0.438 in)A2 * Pi/4 = 0.1507 i0A2 Pshear= 0.4 * Py * Ashear = 0.4 * 55000 psi * 0.1507inA2 = 3,315 lb Bearing Capacity of Pin Per ffiei996 AlSI Cold Formed Steel Manual, Sec E3.3: tcol= 0.08 in Omega= 2.22 Fu= 65,000 psi alpha= 2.22 Pbealing= alpha * Fu * diam * tcol/Omega = 2.22 * 65000 PSI * 0.438 IN * 0.075 IN/2.22 = 2,135 lb < 3315 lb Moment Capacity of Bracket Edge Distance=E= 1.00 in Pin Spacing= 2.0 in C= Pl+P2+P3 tclip= 0.18 in = Pl +Pl *(2.5" /4.5")+Pl *(0.5"/4.5") = 1.667 * Pl Mcap= Sclip * Fbending SINCE C*d= Mcap = 1.667 = 0.127 INA3 * 0.66 * Py = 4,610 in-lb Pclip= Mcap/ (1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) Thus, Pl= 2,135 lb = 5,531 lb Mconn-allow= [Pl *4.5"+Pl *(2.5"/4.5")*2.5"+P1 *(0.5"/4.5")*0.5"]*1.33 = 2135 LB*[ 4.5"+(2.5"/4.5")*2.5"+ (0.5"/4.5")*0.5"]*1.33 = 16,922 in-lb > Mconn max, OK SAFETY 5YRINGE5-1YPE F PU5H BACK INT. Page 7 of l 3 Py= 55,000 psi Sclip= 0.127 inA3 AND d= E/2 = 0.50 in 9/30/2009 St~;ural l,oncepts ~ Engineering 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Transverse Brace Configuration: TYPE F PUSH BACK 2 DEEP INT. Section Properties Horizontal Member= LMT 1-1/2xl-1/4x14ga Diagonal Member= LMT 1-1/2x1-1/4x14ga Area= 0.278 inA2 r min= 0.405 in r 1.500in 4 Area= 0.278 in-"2 r min= 0.405 in Fy= 55,000 psi K= 1.0 Fy= 55,000 psi K= 1.0 Qc= 1.92 R T 1.250 in l Frame Dimensions Bottom.P~ Heigbt=H= 45.0.in .... Frame Depth=D= 42.0 in Column Width=B= 3.0 in Diagonal Member V=Vtransv= 577 lb Ldiag= [(D-8*2)"2 + (H--6")-"2]A1/2 = 53.1 in Pmax= V*(Ldiag/D) = 7291b Pn= AREA*Fn = 0.278 in-"2 * 16940 psi = 4,709 lb Paflow= Pn/Q = 4709 lb /1.92 = 2,453 lb fa/Fa= 0.30 Horizontal brace Pmax=V= 577 lb (kl/r)= (k * Lhoriz)/r min = (1 x 42 in) /0.405 in = 103.7 in Since Fe<Fy/2, Fn=Fe <= 1.33 OK Oear.Deptl:l=D-8*2= 36.0 in XBrace= NO SINCE Fe<fy/2, Fe= pi"2*E/(kl/r)"2 = 27,075 psi Pn= AREA*Fn (kl/r)= (k * Ldiag)/r min l = (1 x 53.1 in /0.405 in) = 131.1 in Fe= pi-" 2*E/(kl/r)" 2 H = 16,940 psi l Fn= Fe = 16,940 psi Fy/2= 27,500 psi Paflow= Pn/Qc Project #: J-092809-2 I* 1.50Din -, Fl}'" 1~ D--- v- Pm& SIDE ELEVATION = 27,075 psi = 0.278in"2*27075 psi = 7,527 lb = 7527 lb /1.92 = 3,920 lb fa/Fa= 0.15 <= 1.33 OK SAFETY SYRINGES-TYPE F PUSH BACK INT. 9/30/2009 Struct~ral Concepts ~ Engineering -~ 1200 N. Jefferson Ste, Ste f Anaheim. CA 92807 Tef: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project#: J-092809-2 Anchors Loads Configuration: n'PE F PUSH BACK 2 DEEP INT. Vtrans=V= 577 lb DL/Frame= 150 lb PL/Frame= 6,400 lb Wst=(0.9*DL+PL)total= 6,535 lb 11-@ TOP= 3,2-00 lb DL/Lvl= 75 lb DL *0.90= 68 lb Lateral .Ovt.Forces-,r(F-i*~i}=-83,731--in-lb Total Dead Load per Bay=DL= 150 lb Frame Depth=D= 42.0 in Htop-lvl=H= 174.0 in # Levels= 2 # Anchors/Base= 2 T fully Loaded rack SIDE fl FVATIQN Vtrans= 577 lb Movt= L(R*hi)*l.15 Mst= Wst. * D/2 T= (Movt-Mst)/D = 83731in-lb * 1.15 = 96,291 in-lb = 6535 lb * 42 in/2 = 137,235 in-lb = (96291in-lb-137235 in-lb)/42 in = -975 lb No Uplift Top Level Loaded Only Critical Level= 2 Anchor Vl=Vtop= Cs * Ip * Ws >= 350 lb = 0.13 * (3200 lb) = 4161b V2=VoL= Cs*Ip*DL = 191b Mst.= (PL@ top + 0.9*DL-total) *D/2 = (3200 lb + 150 lb *0.9) * 42 in/2 = 70,035 in-lb Hgt @ Lvl 2= 174.0 in H to D ratio= 4.1 Movt= Vl *Htop*l.15 + V2 * H/2 = 415 lb * 174 in * 1.15 + 19 lb * 174 in/2 = 84,895 in-lb T = (Movt-Mst)/D = (84895 in-lb -70035 in-lb)/42 in = 3541b Check (2) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is required per ICC ESR 1917. Fully Loaded: Top Level Loaded: Pullout Capacity= Tcap= 2,178 lb Shear Capacity=Vcap= 2,839 lb Tcap*Phi= 2,178 lb Vcap*Phi= 2,839 lb Phi= 1 (144 lb/2839 lb)Al = (177 lb/2178 fb)Al + (104 lb/2839 lb)Al = SAFElY SYRINGES-TYPE F PUSH BACK INT. Page \1 of \ > 0.05 0.12 <= 1.0 OK <= 1.0 OK 9/30/2009 Struc;ural ~ \.;oncepts ~;j Engineering -~ 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Base Plate Configuration: TYPE F PUSH BACK 2 DEEP INT. Section Baseplate= 8x5x3/8 Eff Width=W = 8.00 in Eff Depth=D = 5.00 in Column Width=b = 3.00 in Column Depth=d= 3.00 in L = 2.50 in Plate Thickness=t = 0.375 in Down Aisle Loads a= 3.00 in Anchor c.c. =2*a=d = 6.00 Jn N=# Anchor/Base= 2 Fy = 36,000 psi P = 3,2751b Mbase=Mb = 5,000 in-lb Axial Bearing stress=fa = P/A = P/(D*\/\[) = 82psi Moment Stress=fb = M/S = 6*Mb/[(D*BA2J = 93.Spsi Moment Stress=fbl = fb-fb2 = 35.2psi M3 = (1/2)*fb2*L *(2/3)*L = (1/3)*fb2*L A 2 = 122 in-lb S-plate = (1)(tA2)/6 = 0.023 inA3/in fb/Fb = Mtotal/[(S-plate)(Fb)] = 0.58 OK Tanchor = (Mb-(P*0.9)(a))/[(d)*N/2] = -640 lb No Tension SAFElY SYRINGES-TYPE F PUSH BACK INT. Ml= wL A2/2= fa*L A2/2 = 256 in-lb Moment Stress=fb2 = 2 * fb * L/W = 58.6 psi M2= fb1*LA2)/2 = 110 in-lb Mtotal = M1+M2+M3 = 488 in-lb/in Fb = 0.75*Fy*1.33 = 35,910 psi Tallow= 2,178 lb Page l~ of l .> Project#: J-092809-2 OK 9/30/2009 Struc~ural Concepts ~ Engineering 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SAFETY SYRINGES, INC. Project #: J-092809-2 Slab on Grade Configuration: TYPE F PUSH BACK 2 DEEP INT. t X -,t+--• _I--L: -I_J-X j Si.AB ELEVATION Base Plate B= 8.00 in D= 5.00in Load Case 1: Product + Seismic Product DL=DL= 75 lb PL=Product Load= 3,200 lb • --width=a= 3.-00·in· depth=b= 3.00 in Puncture I RMI Section 2.2, eqtn 5 Pu= 1.2*DL + 0.85*PL + 1.4*Pe = 6,020 lb Apunct= [(c+t)+(e+t)]*2*t = 230.0 in"2 Slab Bending I Baseplate Plan View -elf. ·Plat~ width=c= 8.00 in eff. Plate depth=e= 5.00 in Concrete fc= 2,000 psi tslab=t= 5.0 in phi=0= 0.65 P-seismic=Pe= {Movt/Frame depth) = 2,293 lb Pse=DL+PL+Pe= 5,568 lb Transverse Elev Soil fsoil= 1,000 psf Movt= 96,291 in·lb Frame depth= 42.0 in (Strength Design Loads) Fpunct= 2.66*phi*sqrt(fc) = 77.3 psi fv/Pv= Pu/(Apunct*Fpunct) = 0.338 <= 1.0OK Asoil= (Pse*144)/(fsoil) L= (Asofl)A0.5 y= (c*e)"0.5 + t*2 = 802 in"2 = 28.32in x= (L-y)/2 M= w*x"2/2 = 6.0in = (fsoil*x"2)/(144*2) Al= 5*(phi)*(fc)"0.5/1.4 = 124.9 in-lb = 103.82psi Load Case 2: Static Loads Puncture DL= 751b PL= 3,200 lb Pu= l.2*DL + 1.4*PL RMI Sectt0n 2.2, eqtn 2 = 4,570 lb Apunct= [(c+t)+(e+t))*2*t = 230 in"2 Slab Bending soil area based on unfactored loads Asoil= (Ps*144)/(fsoil) L= (Asoil)"0.5 = 472 ft"2 = 21.72 in X= (L-y)/2 M= w*x"2/2 = 2.7 in = (fsoil*x"2)/(144*2) Fb= 5*(phi)*(fc)"0.5/1.4 = 25.2 in-lb = 103.82 psi SAFETY SYRINGES-TYPE F PUSH BACK. INT. Paqe l5 of l J = 16.3 in S-slab= 1 *t" 2/6 = 4.17 in"3 fb/Rl= M/(S-slab*Fb) = 0.289 <= 1.33,OK DL +Ll=Ps= 3,275 lb Fpunct= 2.66*phi*sqrt(fc) = 77.3psi fv/Pv= Pu/(Apunct*Fpunct) = 0.257 < =1.0 OK y= (c*e)"0.5 + t*2 = 16.3 in S-slab= 1 *t" 2/6 = 4.17 in"3 fb/Fb= M/(S-slab*Fb) = 0.058 <= 1.0, OK 9/30/2009 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE ,J Telephone# State Zip Code Co.. c::i2010 State Zip Code Telephone# OFFICE USE ONLY UPFP# ______ _ HV# ________ _ BP DATE_~'-~-- Plan File# 91 'D· 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 Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 5. Organic Peroxides 2. Compressed Gases 6. Oxidizers 3. Flammable/Combustible Liquids 7. Pyrophorics 4. Flammable Solids 8. Unstable Reactives 9. Water Reactives 10. Cryogenics 11. Highly Toxic or Toxic Materials 12. Radioactives 13. Corrosives 14. Other Health Hazards ""1-s..,.None of These. ~ PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS {HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'0 floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: ___ ..;../ __ _,/ __ _ YES NO 1. D 'Es. 2. D ...g 3. D -S 4. 5. 6. D D D Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? 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 0)? 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 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 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 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 NO 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 factsheet at 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. Contact APCD if you have any questions). 2. D D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the. California School Directory at http://www.cde.ca.gov/re/sd/; or contact the appropriate school district). 3. D '---8.. Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 4. D "Es. Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: t1A-NufAc..Tt rte ~ CS;ro~E. of ~~:;;,· ~-l~::.a11~N~dd---=::;....:.~;;;;;.;;;:;;;;;:::.i.,;;-...~=~~.-..~ ....... ..s...i.,...&,-.t-~ I declare under penalty of perjury that to the best of my knowledge and belief the r s onses ade herein are true and correct. Ast?ArJ '.Ml-"'\ I IU:."'2--~,·....-:::~~------- Name of owner or Authorized Agent IQ I 2.:2. /c::,c; 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 APCb COUNTY-HMO APCO COUNTY-HMO APCO ' \ HM-917) (04/07) County of San Diego -DEH -Hazardous Materials Division CB9!)1777, 2841 LOKERAVEAST SAFETY SYRINGES-INSTALL . - j(},ZJ·Cf {ft)AU 7;) fr,;;(tft:f6 -/o tttyo/1~ r'D( d-7 per ~ @. re_ l \ \ :3 \OCi G6(,-,I (.. ~ 1 \ I 1&)09 .. ©,w-YUA TC -~, L--u:J/~LS F \ 2-e. ;rr:. -f=, re ~ :p:: ~ R.. [1/J-J/1;7 ~ St/4-Fc_- l l A?-. I I o ~ tr -/U I L ,s 'o UJU,f) t\~ro ,fl Approved I ./ f...X!V I Dat~ Building I I J/ /I JAM /J./1 A7 I I 12.,:P/A (J Planning 10/!:!v,/r)t} Engineering t:»[t;Ul 1t(J/ = I nq Fire ' " 11111.10~__, HazMat /0-Z?,-Qq APCD Health Forms/Fees Sent Rec'd CFO Encina Fire HazHealthAPCD PE&M School Sewer Stormwater PFF Comments Date Date Date Building ,11am Planning Engineering Fire Need? ,/11¢1 -A ft/JA n .. I "fi:i(JI( II,. nA A ii ("/Cir ~Adi rI,J,4-T, ,,ti ,./.;;.J11u Application Complete? Fees Complete? y N DC £1} ,1;/ ~ ~;124; rA ~ V Due? y N y N y N y N y N y N y N y N y N y N y N y N Da ) (! C C C " By: ~ By: