The URL can be used to link to this page

Home My WebLink About1923 CALLE BARCELONA; 139; CB142178; Permit10-16-2014 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No. CB142178 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1923 CALLE BARCELONA CBADSt: 139 Tl Sub Type: COMM 2550120400 Lot #: 0 $16,333.00 Construction Type: 58 Reference # JOS. A. BANK: 440 SF Tl TO EXIST. RETAIL. Status: ISSUED Applied: 08/26/2014 Entered By: JMA Plan Approved: Issued: Inspect Area Plan Check #: 10/16/2014 10/16/2014 Applicant: CHRIS PAXTON STE 200 2495 CAMPUS DR IRVINE CA 92612-8567 833-949-1930 Owner: T-C FORUM AT CARLSBAD LLC C/O TIAA-CREF 4675 MACARTHUR CT #1100 NEWPORT BEACH CA 92660 Building Permit $195.47 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $136.83 Meter Fee $0.00 Add'l Building Permit Fee $151.48 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $3.43 PFF (3105540) $0.00 Park Fee $0.00 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $104.88 Other Building Fee $0.00 MECHANICAL TOTAL $42.45 Pot Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Reel. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $1.00 HMP Fee ?? Fire Expedidted Plan Review $272.50 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $908.04 Total Fees: $908.04 Total Paynnents To Date: $908.04 Balance Due: $0.00 inspector: FINAL APR Date: . ^PROVAL^ ^ Clearance: NOTICE: Please take NOTIC^at approval of your project includes the Imposftion" of feeTdedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Govemment 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 previouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv othenA^ise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMrr ISSUANCE: CUPL PLANNING C3eNG NGINEERING "o^uii UILOING iZfnRE • HEALTH • HAZMAT/APCD ^ CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carisbadca.gov PlanCheckNo. eg) Est. Value ^Jt&^B^fCf.^ Plan Ck. Deposit Date SWPPP JOB ADDRESS 1923 Calle Barcelona, BLDG, 3 SUITE*/SPACEt/UNIT* Suite 139 CT/PROJECT # # OF UNITS # BEDROOMS tt BATHROOMS TENANT BUSJNESS NAME Jos. A. Bank CONSTR. TYPE V-B M DESCRIPTION OF WORK: (nctude Square Feet of Affected Area(s) Interior improvement/ alteration of 440 square feet in one existing retail space. Work shall include expanding into existing storage area by: creating opening into expansion area, adding iighting,distributing HVAC, and wall and floor finishes. Fire alarm and sprinkler modifications will be a deferred submittal. EXISTING USE Merchantile PROPOSED USE Merchantile GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPtACE YESfl* N0[7] AIR CONDITIONING YEsfTlNoj I FIRE SPRINKLERS YESr/jNOj I APPLICANT NAME Primary Contact Carlile Coatsworth Architects - Chris Paxton PROPERTY OWNER NAME Jos. A. Bank Clothiers ADDRESS 2495 Campus Drive - Second Floor ADDRESS 500 Hanover Pike CITY Irvine STATE CA ZIP 92612 CITY Hampstead STATE MD ZIP 21074 PHONE 833.949.1930 PHONE 949.833.1140 636.678.7035 443.508.4799 chrisp^ccarchitects.com EMAIL "^INTI pahern@jos-a-bank.com DESIGN PROFESSIONAL Calvin Coatsworth OR BUS. NAME >~ i TBD ADDRESS 2495 Campus Drive - Second Floor ADDRES: "^05 £• dt CITY Irvine STATE CA ZIP 92612 STATE PHONE 833.949.1930 949.833.1140 calc@ccarchitects.com EMAIL C14388 CITY BUS. LICK, Mo suanie.el; (Sec. 7031.5 Business and Professions Code: Any City or County wtiich requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance,elso 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 tnat 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)). WORKERS' COMPENSATION Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: I 11 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 woric for which this pemiit is issued. \ I have and will maintain workers' compensation, as required bv Section 3700 of Ihe Labor Code, for the performance of the work for which this pemiit is issued. My workers' compensation insurance canier and policy number are: Insurance Co.^^f*,p\ot,J^.^C fnUJl^Aj Policy No. S D^M^*^3> Expiration Date ~2.0lS Bted if trre perrttt i; This seciion need nol be completed if tffe perrrtt is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the perfonnance of the work for whteh this pemnil is issued, I shall not employ any person in any manner so as to become subject lo the Workers' Compensalion 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, darn^es as orowled for in^^artion 3706 of the Labor code, interest and attomey's fees. / I SIGNATURE l) } g^Q^NT "^^E /O//G/<V CONTRACTORS f:0: WHS R-BU 1,1. D E R . 0 E C I. A,R A„T I.:0:N. / hereby affinn that I am exempt from Contractor's License Law for the following reason: I I I, as owner of the property or my empbyees with wages as their sole compensatkin, will do the work and the stnicture is not intended or offered for sale (Sec. 7044, Business and Professtons Code: The Contractor's Ucense Law does not apply to an owner of property who builds or improves thereon, and who does such work himsert or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder vnll have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively conlrxting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Lk»nse Law does not apply to an owner of property who builds or improves thereon, and contrxts for such projects with contr3ctor(s) licensed pursuant to the Contractor's License Law). I I I am exempt under Section Business and Professions Code for this reason: i 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. QYes I INO 2.1 (have / have not) signed an application for a buikling permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed constmction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major vroht (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contrxted (hired) the following persons to provide the vmrk indicated (include name / address / phone / type of work): ^1 PROPERTY OWNER SIGNATURE QAGENT DATE tETE THIS SECTION FOR N O N . » E S i O E N TIA L BUILDING PERMITS ONtYS Is the applicant or future buikjing occupant required to submit a business plan, xutely 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 Is the applicant or future building occupant required to obtain a pemiit from the air pollutkin control district or air quality management district? Yes / No Is the fxility to be conslnicled wilhin 1,000 feet of the outer boundary of a school site? Yes / 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. CONSTRU C.mi O H t.MM tfiHM A G B.N.C. I hereby affirm ttiat ttiere 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 APPLICANT CERTIFICATION I certity that I have read the application and state that the above infonnation is conect and that the information on the plans is accurate. I agree to comply with all Ci^ ordinances and State laws relating to buikling constmctnn. I hereby authorize representative ofthe City of Carlsbad to enter upon the above mentbned property for inspecfion purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY 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 constiuctbn of shjctures over 3 stories in heighL EXPIRATION: Every permit issued by the Building OfScial under the provisions of this Code shall expire by limltaSon and become null and void if the building or work authorized by such pennit is not commenced within 180 days from Ihe date of such permit or if toe bujding or vwk authorized by such pemit is suspended or abandoned at any time after the viork is commenced for a period of 180 days (Section 106.4.4 Unifomi BuikJing Code). ygS"APPUCANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildina(5)carlsbaclca.aov or Mall the completed fomi to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Califomia 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS STATE CITY STATE Carlsbad CA PHONE FAX OCCUPANT'S BUS. LIC. No. DELIVERY OPnONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) IVIAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg 1) MAIL / FAX TO OTHER: ASSOCIATED CB*- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >eS'APPLICANT'S SltSNATURE DATE Inspection List Permit#: CB142178 Type: Tl COMM JOS. A. BANK: 440 SF Tl TO EXIST. RETAIL. Date Inspection Item Inspector Act Comments 01/21/2015 89 Final Combo - Rl AM PLEASE/CDF 01/21/2015 89 Final Combo PY AP 01/07/2015 17 Interior Lath/Drywall PY AP 01/07/2015 44 Rough/Ducts/Dampers PY AP Friday, January 23, 2015 Page 1 of 1 geCORD ^^^^^^ CB142178 139 JOS A BANK 440 «ir EXIST RETAIL " Tl COmA L0t# CHRiS i-Trt RECORD COPY •Jl^^iin'lIE GROUT f«rHfW!3L. - WBSSTWS .flQrLt'vPiJTH 'JH.I)ira».RUTH&DimLl #41 UNDERGROUND DUCTS & HPIHt i44 • OUCT & PIEMUM C Rff • #49 RHAL coc«» COMBO INSP #81 UNDERGROUND {n,\lJ%Ml_ fXiSJFIWl PLUMBING , .-^KWBiBL-XO PI/CO #83 ROOF SHEATING, EXT SHIAR (13,1S| '"kT FRAME ROUGH COMBO fl*a4,34,M) |] (8 ii«TEsr_QaAspjpii,Q •i^'Sp-— EsGil Corporation In (PartnersHip witfi government for (BuiCrfing Safety DATE: 10/9/14 • APPLICANT • JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLANCHECKNO.: 14-2178 SET: II PROJECT ADDRESS: 1923 Calle Barcelona Suite 139 PROJECT NAME: Jos. A Bank - TI Xl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I 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. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mall Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • MB • PC 10/2/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (PartnersRip witR government for (Buifdtng Safety DATE: 9/8/14 •APPLICANT .^.a^URIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLANCHECKNO.: 14-2178 SET: I PROJECT ADDRESS: 1923 Calle Barcelona Suite 139 PROJECT NAME: Jos. A Bank - TI I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to fonward to the applicant contact person. I I The applicant's copy of the check list has been sent to: Carlie Coatsworth Architects 2495 Campus Drive 2"'' Floor Irvine, CA 92612 I I 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: Chris Paxton Telephone #: 949-833-1930 ^ate contacted: (by:p^ Email: chrisp(%ccarchitects.com Fax #: 949-833-1140 tZi^ail Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • MB • PC 8/28/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 City of Carlsbad 14-2178 9/8/14 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLANCHECKNO.: 14-2178 JURISDICTION: City of Carlsbad OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VB ACTUAL AREA: 440sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 2 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/26/14 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/28/14 DATE INITIAL PLAN REVIEW COMPLETED: 9/8/14 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. City of Carlsbad 14-2178 9/8/14 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 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. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support and lateral bracing of the storage shelving. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Please provide and complete the required LTI forms. 3. Please provide the required LTI -02- E part 2 of 3 form. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 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 in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes • No • 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 14-2178 9/8/14 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLANCHECKNO.: 14-2178 PREPARED BY: Doug Moody DATE: 9/8/14 BUILDING ADDRESS: 1923 Calle Barcelona Suite 139 BUILDING OCCUPANCY: M BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 440 City Valuation 49,000 Air Conditioning Fire Sprinklers TOTAL VALUE 49,000 Jurisdbtion Code cb By Ordinance Bldg. Permit Fee by Ordhanoe Plan Check Fee by Ordinance • Type of Review: 0 Complete Review I ^Repetitive Fee ^ Repeats • Other |—j Hourly EsGil Fee • Structural Only Hr. @ $443.55 $288.31 $248.39 Comments: Sheet 1 of 1 macvalue.doc + PLAN CHECK Community & Economic ^ CiTY OF REVIEW Development Department 1635 Faraday Avenue A D1 CD A n TRANSMITTAL Carlsbad CA 92008 www/.carlsbadca.gov DATE: 9/02/14 PROJECT NAME: Jos. A. Bank tenant imp at The Forum PROJECT ID: PLAN CHECK NO: CB142178 SET#: I ADDRESS: ^923 Calle Barcelona APN: VALUATION: $49,000 APPLICANT CONTACT: chrisp@ccarchitects.com This plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes No X ["or status from a division .not tnarked below, please call 760-602-2719 This plan check review is NOTCOMPLETE Items missing or incorrect are listed on the attache d checklist. Please resubmit amended plans as required. LAND DEVELOPMENT ENG. 760-602-2750 \/ linda Ontiveros 760-602-2773 Linda.On tiveros@carlsbadca.gov 1 Remarks: ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov DATE: 8-27-14 PROJECT NAME: PROJECT ID: PLAN CHECK NO: CB 14-2178 SET#: 1 ADDRESS: 1923 Calle Barcelona APN: ^ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required • Yes No You may aiso have corrections from one or more of the divisions iisted beiow. Approval from these divisions may be required prior to the issuance of a buiiding permit Resubmitted plans should include corrections from all divisions. [[] 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: chrlsp@ccarchitects.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 X Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.fiov 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.fiov I 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.fiov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 Dominic Fieri 760-602-4664 Dominic.Fierl@carlsbadca.gov Remarks: CITY OF CARLSBAD PLAN CHECK community & Economic ppw|p|>| . Development Department S/ysc 1635 Faraday Avenue TRANSMITTAL ^<^0 carisbad CA 92OO8 * <JJ^^ www.carlsbadca.gov DATE: 09/30/14 PROJECT NAME: Jos. A. bank, clothiers PROJECT ID: PLAN CHECK NO: cbl42178 SET#: I ADDRESS: 1923 calle Barcelona bldg. 3 APN: • This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required |^ Yes • No This pian check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Pian Check Comments have been sent to ^ ^v^: 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: I I Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov I I Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov I I Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov I I Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov I I Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ^ Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov • • I I Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: 9/30/14 **APPROVED: Page 1 of 2 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 VIOLATION OF THE LAW. Page 2 of2 Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 09-30-2014 Reviewed by Name: Address; CHRIS PAXTON STE 200 2495 CAMPUS DR IRVINE CA 92612-8567 Permit #: CBI42178 Job Name: JOS. A. BANK: 440 SF TI TO Job Address: 1923 CALLE BARCELONA CBAD St: 139 INCUiSll'LlL"f'ft ^ihiritea^MiJiai^£,i^ubi^ for review is incomplete. At this time, this office caimot adequately conduct a review tn detRjjyi^|||||(iiiMiMi^iri|[f^^ iil iiiiliii iL Please review carefully all cnvtm^x)^ iiitiii"l'lff<1"Tlpase resubmit the necessary plans and/or •[ r"""^tiwi , j^jy^jU ,^i,or,^^o "clouded", Conditions: Cond: CON0007725 [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 VIOLATION OF THE LAW. Entry: 09/30/2014 By: cwong Action: AP rage loiz CORRECTION LIST BLDG. DEPT COPY Daryl K. James & Associates, Inc. Checked by: ROBERT SCOTT Date: Septembers, 2014 APPLICANT: Chris Paxton JURISDICTION: Carlsbad Fire Department PROJECT NAME: Jos A Banks PROJECT ADDRESS: 1923 Calle Barcelona ste139 PROJECT DESCRIPTION: CB14-2178, Interior T.l. of 440\^ addition/expansion into existing storage area in existing sprinklered retail store. Work includes create opening, add flooring, wall and floor finishes, electrical and hvac. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS FOR EXPEDITED PLAN REVIEW SERVICE • CORRECTIONS OR MODIFICATIONS TO THE PLANS MUST BE CLOUDED AND PROVIDED WITH NUMBERED DELTAS AND REVISION DATES ALONG WITH A DESCRIPTIVE NARRATIVE OF CORRECTIONS ADDRESSING ALL COMMENTS. PLEASE BE SURE TO PUT FIRE REVISIONS ON THE BUILDING DEPT. PLAN CHECK SET. - PLEASE DIRECT ANY QUESTIONS REGARDING THIS REVIEW TO: ROBERT SCOTT 760- 402-3976 OR FYRWISE07@GMAIL.COM • CORRECTED PLANS, DESCRIPTIVE NARRATIVE OF REVISIONS FOLLOWING EACH COMMENT ON THIS FORM, AND A COPY OF BUILDING DEPARTMENT (ESGIL) - ONE COMPLETE PLAN CHECK SET (initial or revised) MUST BE DELIVERED DIRECTLY TO THE FOLLOWING ADDRESS TO AVOID DELAY: ROBERT SCOTT 4906 CHAUCER AVE SAN DIEGO, CA. 92120 COMMENTS - Additional comments made shall be generated by response on revised set and Clouded G-001 -Add the following 'Deferred Submittals' in new section on title sheet: -Fire Sprinkler System - 2013 CFC 903 and 2013 NFPA 13 -Fire Alarm System - 2013 CFC 907 and 2013 NFPA 72 rage zoiz GOOI-cont. -Remove Fire Sprinkler System and Fire Alarm notes shown in fire department notes. Fire sprinkler and fire alarm are deferred submittal only. -Revise note # 38 to read: All finish materials, including wall coverings shall be in compliance with 2013 CBC Chapter 8. -Revise note # 40 to read; the type, rating and number of fire extinguishers shall comply with 2013 CFC, section 906.3. A minimum of one (or more) properly spaced fire extinguishers rated at 2A-10BC are required within 75 feet travel distance to Cosmetics area. All fire extinguishers shall be mounted in accessible and visible location, not to exceed 5 feet above finished floor to top of extinguisher. CFC 906. - Add note: Demolition work shall comply with CFC chapter 14. - Add note: fire sprinkler systems out of service overnight may require a fire watch. Contact Carlsbad Fire Department prior to taking fire sprinkler system out of service for relocation of any fire sprinklers. - Add note that reads: Suspended acoustical ceilings shall comply with section 808.1 of 2013 CBC and meet flame spread and smoke developed ratings. A-110 -Denote common paths and lengths of travel distance to exit discharge. CBC 1016 5^ECL1PSE ENGINEERING ECLIPSE-ENGINEERING.COM Structural Calculations steel Storage Racks By Excalibur Shelving Jos. A. Bank The Forum at Carlsbad 1923 Calle Barcelona - Suite #139 Carlsbad, California 92009 Rolf Armstrong, PE, SE 2014.09.29 09:42:04-07'00' Prepared For: Carlile Coatsworth Architects, Inc 2495 Campus Drive - 2""^ Floor Irvine, California 92612 Please note: The calculations contained within justify the seismic resistance ofthe shelving racks for both lateral and overturning forces as required by the 2013 California Building Code, ASCE 7, and RMI - MH16.1 (2008). These storage racks are not accessible to the general public. MISSOULA 113 Man. Suite B, Missoula MT mm Ptione: (408) 721-6733 • Fax: (106) mJOHi WHITEFISH IIKS Bakst Ave, a«e E, WI***, MT 59937 Phone: (406) MM715 • Fax 406-88M7ia SPOKANE m West RivosMe Am. Suie m SfKtam, WA 9920] PtMle: (509) 921-7731 • FilX (509) 321-5704 BEND 2014^ ^7BSWUDnve,SllitltB,Eknd.O^Z7n Eclipse Engineering, Inc. Jos. A. Bank 9/25/2014 Consulting Engineers Carlsbad, CA RVC EXCALIBUR STEEL STORAGE RACK DESIGN 2012 IBC & 2013 CBC & ASCE 7 - 15.5.3 kips := 1000-lb Design Vertical Steel Posts at Each Corner : ,^ ,^ ^_ i ^ pif := Ibft Shelving Dimensions: ^-1 Total Height of Shelving Unit - ht := 9.75 ft _ ^- 3 Width of Shelving Unit - w := 4 ft • lu - 2 psi := Ib in Depth of Shelving Unit - d:=18in , . . in„r,,. .-2 ^ ksi := lOOOIbin Number of Shelves - N := 10 Worst Case Vertical Shelf Spacing - S := 12 in Shelving Loads: Maximum Live Load on each 18" shelf is 60 lbs - Note on placards fastened to shelving units: Wtj Weight per shelf - W^j := 60!b = 601b Load in psf- LLj :=—^ = lOpsf Design Live ,, ,, . n e Dead Load _, . , I ^-^Ar^ cv.^\f LL := LL = lO psf ch^if DL := l.SO psf Load on Shelf - \ *^ on Shelf - ^ Section Properties of 3/4" x 1 1/2" x 17 Gauge Steel Channel : Modulus of Elasticity of Steel - E := 29000 ksi Steel Yield Stress - Fy := 33 • ksi Physical Dimensions of Channel: Channel Width - out-to-out - b := l.SO in Channel Depth - out-to-out - h := 0.75 in Radius at Corners - := O.lSS in Channel Thickness - t := 0.0538 in 17 Gauge Channel Width - CL - to - CL - bj := b - 0.5 t = 1.4731in Channel Height - CL - to - CL - h^ := h -1 = 0.6962 in Radius of Gyration in x and y - Px := 0.480-in Ty := 0.326-in Section Modulus in X and y - Sx ~ 0.051-in'^ Moment of Inertia in x and y - := 0.0452-in'' Full Cross Sectional Area - Ap := 0.196-in^ Assumed: Shelves are evenly spaced across height of shelving unit. Length of Unbraced Post - Lx:=S=12-in Ly:= 36-in Lt:=S = 12 in Effective Length Factor - := 1.0 Ky := 1.0 Kf := 1.0 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Section Properties Continued: Density of Steel - Weight of Post - Vertical DL on Post - Vertical LL on Post - Total Vertical Load on Post - Floor Load Calculations : Weight of Mobile Carriage: Total Load on Each Unit: Area of Each Shelf Unit: Floor Load under Shelf: psteel := 490-pcf Wp := psteel Ap -ht Pd := DL-w-.25d-N + Wp P|:= LL-W-.25d-N Pp := Pd + P| Wc := O lb W:=4-Pp-fW(- Au := w-(d •+- 6-in) PSF:= W-A,""^ Wp = 6.5027-lb Pd = 29.00271b P| = 1501b Pp = 179.0027-Ib W = 716.0111b Au = 8ft^ PSF = 90 psf NOTE: SHELVING LIVE LOAD IS LESS THAN 100 PSF ALLOWABLE FOR FLOOR SLAB LOADING Find the Seismic Load using Full Design Live Load : ASCE-7 Seismic Design „ „ ^ ^^^^ attained from 'USGS' "Seismic Procedure for Shelves s' i' a v that are "NOT OPEN TO Hazard Curves & Uniform Hazard Response Spertra Program - Version THE GENERAL PUBLIC" ^-l-O - 02/10/2011 - Set for ASCE 7-05 Criteria. Importance Factor -IE := 1.0 Determine Sg and S^ from maps -Ss:= 1.088 Si := 0.420 Determine the Site Class -Class D Determine Fg and Fy -Fa := 1.064 Fv:= 1.579 Determine S,^s ^""^ -SMS := Fa-Sg = 1.158 SMI := Fv-Sj = 0.663 Determine S^g and S^i. SDS :=-^ SMS = 0.772 2 SDI := "^ 'SMI = = 0.442 Structural System - Section 15.5.3 ASCE-7: 4. Steel Storage Racks R := 4.0 CH := 3.5 ap := 2.5 1.0 Total Vertical DL Load on Shelf - Total Vertical LL Load on Shelf - Wd := DL-w-d + 4- Wn W|:= LL-w-d = 60lb Seismic Analysis Procedure per ASCE-7 Section 13.3.1: Wd = 11.60111b W| = 60lb Average Roof Height - h. := 20.0-ft Height of Rack Attachment - z := O ft (O'-O" For Ground floor) Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Seismic Base Shear Factor Vr.= 0.4-ap-SDs 1 + 2-Vt = 0.1929 Shear Factor Boundaries - Seismic Loads Continued : For ASD, Shear may be reduced Seismic DL Base Shear - DL Force per Shelf: Seismic LL Base Shear - LL Force per Shelf: 0.67 * LL Force per Shelf: Vtmin := 0.3 SDs Ip Vtmax:= l-SSos-Ip Vt:= if(Vt>Vt^ax,Vt„,ax,Vt) Vt:= if{Vt<Vtn,in,Vtmjn,Vt) Vn := = 0.1654 1.4 Vtd:= Vp-Wd-N = 19.191b Fd:=Vp-Wd = 1.921b Va:= Vp-W|-N = 99.231b F, := Vp-W| = 9.921b F|.67:= 0.67-Vp-W| = 6.651b Vtmin = 0.2315 Vtmax = 1-2348 Vt = 0.232 Force Distribution per ASCE-7 Section 15.5.3.3: Operating Weight is one of Two Loading Conditions : Condition #1: Each Shelf Loaded to 57% of Uve Weight Cumulative Heights of Shelves - Hi := 0.0-S + 1.0-S + 2.0-S + 3.0-S + 4.0-S + 5.0-S + 6.0-S -f 7.0 S + 8.0-S + 9.0-S H:= Hi = 45ft Total Moment at Shelf Base - Mt:= H-Wd + H-0.67-W| Mt = 2331ft-lb Vertical Distribution Factors for Each Shelf - Total Base Shear - Cl := Vtotal := Vtd + 0.67.Vti Wd-0.0-S+W,-0.67 0.0-S Mt 0 C5:= Fi:= Ci-(Vtotai) = 0 Wd-2.0-S+ W,-0.67-2.0-S M. = 0.044 C, := C4:= F3:=C3-(Vtotai) = 3.811b Wd-4.0-S-f W,-0.67-4.0-S M. : 0.089 C7.= F5:= C5-(Vtotai) = 7.611b Wd-6.0S +W|-0.67-6.0S M. = 0.133 Vtotal = 85.671b Wd-1.0-S +W|-0.67-1.0-S M; F2:=C2-(Vtotai) = 1.91b Wd-3.0S+ W|-0.67-3.0-S M^ F4:=C4-(Vtotai) = 5.711b Wd-5.0-S +W|-0.67-5.0S M^ F6:=C6-(Vtotai)= 9.521b Wd-7.0S + W|-0.67-7.0-S M^ = 0.022 = 0.067 : 0.111 = 0.156 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Cq:= -11 Ci3:= F7:=C7-(Vtotai) = 11.421b Wd-8.0-S +W,-0.67-8.0-S F9:=C9(Vtotal) = 15.231b Wd-10.0-S+ W|-0.67-10.0-S Fii:= Cii-(Vtotai) = 19.041b Wd-12.0-S +W|-0.67-12.0-S = 0.178 = 0.222 = 0.267 Cio := Fi3:= Ci3-(Vtotai) = 22.841b Cl + C2 -f C3 + C4 -t- C5 + Cg + C7 + Cg + Cg + Clo = 1 Coefficients Should total 1.0 F8:=C8-(Vtotai) = 13.331b Wd-9.0-S +W|-0.67-9.0-S M. = 0.2 Ci2:= Fio:= Cio-(Vtotai) = 17.131b Wd-11.0-S +W|-0.6711.0-S M. = 0.244 Ci4 := Fi2:= Ci2-(Vtotai) = 20.941b Wd-13.0-S+W|-0.67-13.0S M, = 0.289 Fi4:= Ci4-(Vtotai) = 24.751b Condition #2: Top Shelf Only Loaded to 100% of Live Weight Total Moment at Base of Shelf • Total Base Shear - Wd-O.OS + 0-W|-0.0-S Mta := (N - 1) -S-Wd -f (N - 1) -S W| = 644ft-lb Vtotal2:=Vtd+F, Vtotai2 = 29.11 Ib -la : M. -la • ta Wd-(N - 1)-S+ W|-(N - 1)-S -lla •-M Ciia=l ta Fia := Cia -(Vtotal2) Fiia := Ciia-(Vtotai2) la 0 Fiia = 29.111b Condition #1 Conb-ols for Total Base Shear By Inspection, Force Distribution for intermediate shelves without LL are negligible. Moment calculation for each column is based on total seismic base shear. Column at center of rack is the worst case for this shelving rack system. Brace Spacing in Short Direction of Shelving System: Maximum Offset at the Bottom: Zb := J..25-in Height of Brace: Maximum Dist to Rivet/Screw: z^ := 0.375-in Spacing of RiveVScrew: Number of Braces Used in Shelving System: Nb := if[ht < (5-ft), 2, if[ht < (7 ft), 3, if[ht < (12-ft), 4, if[ht < (16-ft), 5, "NG" [ht-(zb + Nb-hb)]' hb := 4.75-in Ss:= 4.00in = 4 Sh: + 2-Zs = 33-in Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Column Design in Short Direction Bending Stress on Column - Allowable Bending Stress - Ms:=^^Sb-(Vtd + Vt,) fbx:= Ms-Sx"^ Fb := 0.6-Fy Ms = 40.7038 ft-lb fbx = 9.5774-ksi Fb = 19.8ksi Bending at the Base of Each Column is Adequate Deflection of Shelving Bays - worst case is at the bottom bay (Vtd + Vti)-Sb^ A := = 0.2705-in 12E-L = 44.3573 At := A-(Nb - l) = 0.8116-in Ag := 0.05-ht = 5.85 in if (At < Ag, "Deflection is Adequate", "No Good") = "Deflection is Adequate" Note: The deflection shall not exceed L/180, so shelving deflection is adequate. Moment at Rivet Connection: Shear on each rivet - dr := 0.25-in Steel Sb-ess on Rivet - Ms Vr := — = 122.11 lb Ss Vr L:= — = 2.49-ksi 58 Ar:= dr^-3.14 = 0.0491in^ Fvr := 0.563 ksi = 16.33-ksi vr 2 Allowable Stress on Rivet - RIVET CONNECTION IS ADEQUATE FOR MOMENT CONNECTION FROM BEAM TO POST Seismic Uplift on Shelves : Seismic Vertical Component: Vertical Dead Load of Shelf: Ev:= 0.2-SDS(DL+ LL)-w-d Ev= 10.65021b D = 69lb D:= (DL+ LL)-W-d Note: since the shelf LL is used to generate the seismic uplift force, it may also be used to calculate the net uplift load. For an empty shelf, only the DL would be used, but the ratio of seismic uplift will be the same. Net Uplift Load on Shelf: 0.6 D -30.74981b Note: This uplift load is for the full shelf. Each shelf will be connected at each corner. Number of Shelf Connections: Uplift Force per Corner: Nc :=4 F„.:= Fuc =-7.68741b IMOTE: Since the uplift force is negative, a mechanical connection is not required. Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Find Allowable Axial Load for Column Allowable Buckling Stresses - '^Kx'-x^^ 457.9496-ksi ••ex •- "ex.x CTpy = 457.9496-ksi Distance from Shear Center to CL of Web via X-axis t he be 4-L er = 0.313-in Distance From CL Web to Cenb-oid - Xc := 0.649-in - 0.5-t Distance From Shear Center x,, := x^ + e^ to Centroid - Polar Radius of Gyration - Torsion Constant - Warping Constant - Shear Modulus - J:=^-(2-b-t3 + h.t^) 3 tb^-h^ f3bt+2ht 12 G := 11300-ksi 6bt+ h-t Xc = 0.6221-in Xo = 0.9351in ro= 1.1005-in J = 0.00019-in'* Cw = 0.00524-in^ CTt: Ap-ro TT^E-Cu, G-J + (Kt-g^ CTt = 53.1258-ksi (3:= 1- ret-2-(3 (o-ex + 0"t) - 7 {o-ex+ c^t)^ -4-(3-CTex CTt Elastic Flexural Buckling Stress Fe := if(Fet < CTex- Fgt, CTgx) Allowable Compressive Stress - Fp := if] Fe > y - Fy Factor of Safety for Axial Comp. - fi^ -.= 1.80 1 - (3 = 0.278 ,Fe Fet = 48.9043 ksi Fe = 48.9043-ksi Fn = 27.433-ksi Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Find Effective Area - Determine the Effective Width of Flange Flat width of Flange - Flange Plate Buckling Coefficient • Flange Slenderness Factor - Effective Flange Width - Determine Effective Width of Web - FlatwidtfiofWeb- Web Plate Buckling Coefficient - Web Slenderness Factor - Wf := b-0.5t kf := 0.43 1.052 Wf f 0.22'] 1 Pf:= 1- — [ Xf J Xf be := if(Xf > 0.673, pf-Wf, Wf) Ww := h - t kw := 0.43 1.052 Ww t Xw :— Pw := 1 0.22 Effective Web Widtii -he:= -- if(Xw > Effective Column Area -Ae:= = t-(he + Nominal Column Capacity -Pn := - Ae-Fn Allowable Column Capacity -Pa:= Pn Vw) Wf = 1.4731-in Xf = 1.351 Pf = 0.6196 be = 0.9128-in Ww = 0.6962-in Xw = 0.6385 Pw = 1.0265 he = 0.6962-in Ae = 0.0866-in^ Pn = 23751b Pa = 13191b Check Combined Stresses p — "crx Per '•— Pcrx Magnification Factor - Combined Stress: Per^ = 898411b Per = 898411b a:= 1 - -P ^ Jtg rp p a = 0.9964 Cm := 0.85 Pp ^m'^bx + = 0.548 Pa Fb-a MUST BE LESS THAN 1.0 Final Design: 3/4" X 1 1/2" X 17 ga. CHANNEL POSTS ARE ADEQUATE FOR REQD COMBINED AXIAL AND BENDING LOADS Eclipse Engineering, Inc. Jos. A. Bank 9/25/2014 Consulting Engineers Carlsbad, CA RVC STEEL STORAGE RACK DESIGN - Cont... Find Overturning Forces : Total Height of Shelving Unit - Ht := ht = 9.75ft Widtii of Shelving Unit - w = 4ft Depth of Shelving Unit - d = 1.5ft WORST CASE Number of Shelves - N = 10 Vertical Shelf Spacing - S = 12-in Height to Top Shelf Center of G - htop := Ht htop = 9.75 ft Height to Shelf Center of G - he := -S he = 5.5-ft From Vertical Distribution of Seismic Force previously calculated - Conti-olling Load Cases - Weight of Rack and 67% of LL - W := (Wd + 0.67 W|)-N W = 518.01081b Seismic Rack and 67% of LL - V := Vtd + 0.67-Vy V = 85.6666 Ib Ma:= F1O.O-S+ F2-I.O-S+ F3-2.O-S+ F4-3.O-S+ F5-4.0-S-f Fe-S.O-S-t- F7-6.0-S+ F8-7.0-S Mb := F9-8.O-S+ F10-9.O-S Overturning Rack and 67% of LL - M := Ma = 267ft-lb Weight of Rack and 100% Top Shelf - Wg := Wd - N + W| Wa = 176.0108 Ib Seismic Rack and 100% Top Shelf - Vg := Vtd + F| Va = 29.1081b Overturning Rack and 100% Top Shelf - Ma := Vfd-hc + F| htop Ma = 202.3ft-lb Conti-olling Weight - Wc:= if(W >Wa,W,Wa) Wc = 518.0111b Conti-olling Shear - Vj := if(V > Va, V, Vg) Vc = 85.667 Ib Conti-olling Moment - Mot := > Mg, M, Ma) Mot = 266.52ft-lb l^ot , , Wc Tension Force on Column Anchor - T := (0.60 - 0.7-0.2 Snc) T = 50.261b ..... £, V ub; 2 per side of shelving unit Shear Force on Column Anchor Tniax- max(O lb,T) =50lb Vc USE: HILTI KWIK BOLT TZ ANCHOR (or equivalent) - USE 3/8"0 X 2" embed installed per the requirements of Hiiti Allowable Tension Force - Ta := 1107-lb For 2500psi Concrete Allowable Shear Force - Vg := 1156-lb Combined Loading ^ p-l.OTmax^ 0.7Ta y + ("p-LO^x^ 0.7 Va 0 118 P-=l-0 For Concrete MUST BE LESS THAN 1.0 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Strap Bracing on Backside of Shelving Units : Total Seismic Base Shear - Vc = 85.66661b 1 Ve Shear Force on Backside into Braces - Vi, := -2 Every Otiier Unit Vh = 42.8333 lb 2 2 ° Number of Shelf Racks Supported by Brace - Nb := 1 Set of Back to Back Units Tb = 112.851b Tension Force into Brace TK:= NK- Vh" + ^Vb-ht^2 V w ; USE 0.75" X 18ga STRAPS Widtii of Sti-ap - Thickness of Strap - Area of Strap - Tension Stress in Strap - Allowable Tension Stress - bs:= 0.75-in ts:= 0.0478-in As:= bs-ts Ft:= 0.6-33-ksi :_2 As = 0.0358-in ft = 3.15-ksi Ft= 19.8-ksi USE #10 SCREWS or RIVETS TO CONNECT STRAP TO FRAME per scafco Shear Capacity of #10 Screw Connecting to 18ga metal Number of Screws Required • Ve:= 263 lb Tb Ns:= — Ve N.; = 0.4291 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Connection from Steel Racks to Wall Seismic Analysis Procedure per ASCE-7 Section 13.3.1 Average Roof Height - hr = 20 ft Height of Rack Attachments - Zb := z + ht = 9.75ft 0.4-ap-SDs Seismic Base Shear Factor • Shear Factor Boundaries Vt:= 1 + 2— ID Seismic Coefficient - Number of Shelves - Weight per Shelf - Total Weight on Rack - Seismic Force at top and bottom • Connection at Top: standard Stud Spacing - Widtii of Rack - Number of Connection Points - on each rack Force on each connection point - Capacity per inch of embedment • Vtmln '•= 0-3-SDs-Ip Vtmax := l-S Sos Ip Vt:= if{Vt>Vtmax>Vt,„ax>Vt) Vt:= if(Vt<Vtmjn,Vtn,in,Vt) Vt = 0.3811 N = 10 Wtf := 50-lb WT:= 0.667-4-Pp 0.7-Vt-WT Sstud := 16-in w = 4ft Ne := floor W Sstud Fe:= W, Ne lb 135 — in (Mean Height of Roof) (At Top for fixed racks connected to walls) Vt = 0.3811 Vtn,in = 0.2315 Vtn,ax= 1.2348 Vt = 0.381 WT = 477.57921b Tv = 63.69421b :21.23141b Required Embedment - For Steel Studs: Pullout Capacity in 20 ga studs - Per Scafco Ws T20 := 76-lb d,; = 0.1573-in For #10 Screw -Screw Values in Ught Gauge Steel Members MIN #10 SCREW ATTACHED TO EXISTING WALL STUD IS ADEQUATE TO RESIST SEISMIC FORCES ON SHELVING UNITS. EXPANSION BOLT IS ADEQUATE BY INSPECTION AT THE BASE 10 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC LIGHT GAUGE STEEL WALL FRAMING k:= 1000-lb ksi := k in ^ psi := Ib in ^ psf := Ib-ft Wall Studs @ 16" O.C. (assume simple span): Interior Non-bearing Wall Stijds: Height of Wall Stijd: Components & Cladding Wind Pressure on Stud Wall N/A during Seismic Event Loading: Horizontal Force from Seismic Load at top of shelving units: pif := lb-ft~ hs:= 16.00-ft Pw := O PSf PE := Fc = 21lb Location of Horizontal Force: Modulus of Elasticity: hF:= Ht = 9.75 ft hb := hg - hF = 6.25 ft E := 29000ksi Steel Yield Sti-engtii: Fy := 33ksi 20Ga Stud Design Data (LOOK AT: 3628125 - 30): Spacing of Studs supporting Roof Loads: Sj := 16-in Area of Stud: Section Modulus: Moment of Inertia: Effective Width of Element: Thickness of Element: Effective Length Factor: Axial Load on Stud Wall: Transverse Pressure on Studs: Unbraced Length, y: Capacity of Studs: A:= 0.194in'' Sx := 0.210in-^ I := 0.375in'* Radius of Gyration, y: Radius of Gyration, x: Allowable Bending Stress: ry := 0.415in 1.402in Fb := 0.66Fy = 21.78-ksi w := 1.25in t := 0.0312in Number of Studs: K := 1.0 (7-psOhsSs N:= 1 Pv:= aj„ :- Pw -Ss Ly := 1.00ft Unbraced Length, x: Pv = 75-lb = 0-plf Lx := 16.00ft Buckling Stresses: Fey:- TT^E K-Ly^ = 342.3193-ksi TT^E K-L \2 15.2613-ksi V 'y y 11 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Capacity of Studs - cont'd: Allowable Sti-ess: Effective Area: Nominal Axial Strength: Pn2:= Allowable Axial Load: Maximum Design Moment: Maximum Design Shear: Actual Bending Stress: Fe := if(Fey < Fgx, Fgy, Fgx) = 15.2613-ksi ,Fe Fn := If] Fe > Y , Fy 1 = 15.2613ksi A-:= AN =0.194in^ p„ := Ae-Fn = 2961lb = 1346-lb A-7T^-E 25.7 Pa:= fir 1542-lb Factor of Safety: fi^ := 1.92 Pa — = 20.652 M:= V:= r 2 V 8 y ( PE-hphb V "s J = 81-ft-lb V ^ y rPE^hp^ 13-lb M fb := — =4.6207-ksi Actual Shear Stress: L = - =0.0667-ksi A Combined Axial and Bending Stresses: fb Pv — + — =0.261 Fb Pa 362S125-30 STUDS @ 16" ox. ARE SUFFICIENT FOR WALL FRAMING. 12 Eclipse Engineering, Inc. Jos. A. Bank 9/25/2014 Consulting Engineers Carlsbad, CA RVC STEEL STORAGE RACK DESIGN STEEL CHANNEL SECTION PROPERTIES W/0 LIPS Channel Dimensions 3/4 x 1 1/2 x 17 gauge - Channel Flange Length - df := 1.50-in Channel Web Widtii - b„ := 0.75-in Channel Thickness - t := 0.0538-in 17 gauge material Radius at Corners - R := 0.188-in Area of one Flange - Af := (df -1) -t Af = 0.0778-in 2 Area of Web - A^ := b^-t A^ = 0.0404-in^ Total Area of Channel - At := 2 /Kf + A^ At = 0.196-in^ X-X Section Properties: df-t Distance to Flange CL - yf^-- t+ —— = 0.7769-in Distance to Web CL y^ := y^ = 0.0269-in 2Af-yfx + A,^-yy^ Centroid of Channel - y,. := y^, = 0.6225-in 2-Af + Ay^ Dist - Flange CL to Centroid - yxi:=yfx-yc yxi = 0.1544 in Dist - Web CL to Centi-oid - Vx2 -=Vc-Vmc yx2 = 0.5956 in t-(df-t)^ 4 Moment of Inertia of one Flange • l,x := —— Ifx = 0.0136-in Moment of Inertia of Web - I^^ := —^ I,^ = 9.7326 x 10" ° \rr Using Parallel Axis Theorem - Moment of Inertia of Channel - Ix := 2-(lfx + Af -yxi^) + (l^x + Aw-yx2^) Ix = 0.0452 in'^ Distance from Centi-oid to edge - Cx := if(ye > df - ye, ye, df - ye) Cx = 0.8775-in Section Modulus of Channel - Sx := — Sx = 0.0515-in'^ c •X Ix Radius of Gyration - rx:= /— rx = 0.48-in At 13 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC Y - Y Section Properties : Distance to Outer Flange CL - Centi-oid of Channel - Dist - Flanges to Centroid • Moment of Inertia of Web - := byj - — 2 t Xf2 := — Xf2 2 t>w Xc: = Xc: 2 Xi:= Xfi-Xc Moment of Inertia of Flange - l,y := lyyy (df-t)t^ 12 tV 12 Xfi = 0.7231-in Xf2 = 0.0269-in Xc = 0.375-in Xi = 0.3481-in :_4 Ify = 0.000019-in Ivvy = 0.00189-in^ Using Parallel Axis Theorem Moment of Inertia of Channel - ly := l^ -f 2-(lfy -t- Af-Xi^) Distance from Centroid to edge - Cw := — Iy = 0.0208-in^ Cy = 0.375-in Section Modulus of Channel - Sy := Radius of Gyration rv:= — Sy = 0.0554-in'' ry = 0.3257-in 14 Eclipse Engineering, Inc. Consulting Engineers Jos. A. Bank Carlsbad, CA 9/25/2014 RVC SECTION PROPERTIES FOR A STEEL CHANNEL Considering Reduced Section with 1/2" Diam Holes Widtii & Height of Steel Post - Thickness of 17 Gage Post - Length of Members - Diameter of Hole in each leg b:= l.SO-in t:= 0.0538-in bc:= b - 0.5-t = 1.4731-in d := 0.75-in Values of Full Section Properties Used in Calc's. hr := h-t = 0.6962-in dh:=0.5-in A := Ap = 0.196-in^ S := Sx = 0.051-in^ Distance from corner of angle to the center of hole - Length of Pieces 1 & 2 Area of piece near corner - Area of piece at end of leg - Ih := 0.5-(b-t) =0.7231-in Li:= lh-0.5 dh -t = 0.4193-in L2:= b-0.5-dh-lh = 0.5269-in I:= L = 0.045-in'' Length of Piece 3 - L3:= d-2-t = 0.6424-in Ai:= Li-t = 0.0226in^ A2:= L2-t = 0.0283-in^ A3 := Ai = 0.0226-in^ A, - A2 = 0.0283-in^ A5:= L3-t = 0.0346-in^ Total Area of Angle - Ax := Ai + A2 + A3 + A, + A5 = 0.1364-in I4- l2 = 0.0007-in"* Moments of Inertia of four leg pieces - I,:={t.L,3)-(l2-l) l2:=(t.L2^).(l2-^) 13:= I, Il = 0.0003-in'* I2 = 0.0007-in'* I3 = 0.0003-in'' I5 := (L3-t^)-(l2~ ^) = 0.00001-in'* Distance to Centroid of Each Piece from the Top of Angle : Xi:=t+0.5-Li X2:=b-0.5L2 X3:=Xi X4 := X2 = 1.237-in Xi = 0.263-in X2= 1.237-in X3 = 0.263-in X5:= 0.5-t = 0.027-in Distance to centi-oid ,^ ^ . . . \/.-l\ ^ ^no. -ofchannel: Xc := (Ai-Xj + A2-X2 + A3-X3+A4-X4+As-Xgj-^Ax j = 0.6081-in Distance from centroid of piece to centroid of angle & Moment of Inertia : Xcl := |xc - Xl| Xc2 := |xc - X2I Xe3 := Xei = 0.3446-in Xcs := |Xc - Xj] = 0.5812-in Xci = 0.34-in Xe2 = 0.63-in Xe4 := Xe2 = 0.6285-in Ix := (AI-XCI^ + II) + (A2-Xe2^ + I2) + (A3>^^ + I3) + (A4Xe4^ + I4) + (AS-XCS^ + I5) = 0.0414-in Section Modulus for Height -Sx:= I = 0.0464-in^ b - Xc Ay ly — = 0.696 — = 0.902 — = 0.917 A S I if if ^m'fbx = "Checks OK" rpp^ , "Checks OK", "Use Larger Posts" Checks OK", "Use Larger Posts" = "Checks OK" Post is OK considering holes evenly spaced along lengtii of post 15 Design M^ps Sumjnary Report http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php7templa.. BIKGS Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.07187°N, 117.26525°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1%. JUL 2ini I 5000m USGS-Provided Output Solana Beach 820141 6 HaiiQuist S = s S = 1 1.088 g 0.420 g S = 1.158 g MS ^ S = Ml 0.663 g S = 0.772 g S = 0.442 g Dl For information on how the SS and SI values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions In the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEK Response Spectrum Design Response Spectrum o.m 0.00 0.20 0.40 0.£0 O.SO 1.00 1.20 HO LCD 1.30 2.00 Period, T (sec) n 0.00 0.00 0.20 0.40 a.£0 D.SO 1.00 1.20 1.4Q l.SO l.SO 2.00 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. 1 ofl 9/25/2014 9:35 AM www.hilti.us Profis Anchor 2.4.7 Company: Specifier: Address: Phone I Fax: E-Mail: Eclipse Engineering, Inc Page: Project: Sub-Project I Pos. No.: Date: 1 HIIti KB-TZ Anchor Anchor Capacity 5/30/2014 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off Installation: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [ib, in.ib] Kwil< Bolt TZ - CS 3/8 (2) hef = 2.000 in., hnom = 2.313 in. Carbon Steel ESR-1917 5/1/2013 I 5/1/2015 design method ACI 318 / AC193 - (Recommended plate thickness: not calculated) no profile cracked concrete, 2500,1^ = 2500 psi; h = 4.000 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar yes (D.3.3.5) Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 HiIti AG, FL-9494 Schaan Hiiti is a registered Trademark of HiIti AG. Schaan www.hiiti.us Profis Anchor 2.4.7 Company: Specifier: Address: Phone I Fax: E-Mail: Eclipse Engineering, Inc Page: Project: Sub-Project I Pos. No.: Date: HiIti KB-TZ Anchor Anchor Capacity 5/30/2014 2 Proof I Utilization (Governing Cases) Loading Proof Tension Shear Loading Design values [ib] Utilization Load Capacity PN ' Pv [%] Status Pullout strength Concrete edge failure in direction y+ 300 100 Jv_ 28/- -/9 OK OK tJtiiization p^y r/»l Status Combined tension and shear loads 0.271 0.087 14 OK 3 Warnings Convert to ASD Multiply by 0.7 Please consider all details and hints/warnings given in the detailed report! Fastening meets the ciesign criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Softw/are concem solely the use of HIIti products and are based on the principles, formulas and security regulations in accordance with Hiltl's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant HiIti product. The results ofthe calculations carried out by means ofthe Software are based essentially on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particulariy with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and. If applicable, carry out the updates of the Software offered by HiIti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the HIIti Website. Hiltl will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement witti ttie existing conditions and for plausibility! PROFIS Anctior (c) 2003-2009 HiIti AG, FL-9494 Sctiaan HiIti is a registered Trademar1< of HiIti AG, Sctiaan BUILDING ENERGY ANALYSIS REPORT PROJECT: Jos. A. Bank 1923 Calle Barcelona Carlsbad, CA 92009 Project Designer: Report Prepared by: Gregory R. Schnackel P.E. Schnackel Engineers 3035 South 72nd Street Omaha, NE 68124 402.391.7680 Job Number: 140769 Date: 9/15/2014 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 6.3 by Energy Soft User Number: 20491 ID: 140769 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form LTI-01-E Indoor Lighting 3 Form LTI-02-E Lighting Controls 9 Form LTI-03-E Indoor Lighting Power Allowance 13 EnergyPro 6.3 by EnergySoft Job Number 10:140769 User Number: 20491 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NF!CC-LTI-01-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION ^^wP^ CERTIFICATE OF COMPLIANCE - USER INSTRUaiONS NRCC-LTI-Ol-E Indoor Lighting (Page lof 5) Project Name: JQS. A. Bank Date Prepared: 9/15/2014 Climate Zone: "7 Conditioned Floor Area : 484 1 Unconditioned Floor Area : Q General Information Building Type: • Nonresidential • High-Rise Residential • Hotel/Motel • Schools • Relocatable Public Schools • Conditioned Spaces • Unconditioned Spaces Phase of Construction: • New Construction • Addition • Alteration Method of Compliance: • Complete Building • Area Category • Tailored LIGHTING COMPLIANCE DOCUMENTS (select yes for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO FORM TITLE YES NRCC-LIT-Ol-E Certificate of Compliance. All Pages required on plans for all submittals. YES NRCC-UT-02-E Lighting Controls, Certificate of Compliance, and PAR Calculation. All Pages required on plans for all submittals. YES NRCC-LIT-03-E Indoor Lighting Power Allowance NO NRCC-LIT-04-E Tailored Method Worksheets NO NRCC-UT-05-E Line Voltage Track Lighting Worksheets Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces 1. Installed Lighting NRCC-LTI-Ol-E, page 4 Watts Installed Lighting NRCC-LTI-Ol-E, page 4 Watts 1. Installed Lighting NRCC-LTI-Ol-E, page 4 248 Installed Lighting NRCC-LTI-Ol-E, page 4 + 0 2. PORTABLE ONLY FOR OFFICES NRCC-LTI-Ol-E, page 3 + 3. Minus Lighting Control Credits NRCC-LTI-02-E, page 2 -0 Minus Lighting Control Credits NRCC-LTI-02-E, page 2 -0 4. Adjusted Installed Lighting Power (row 1 plus row 2 minus row 3) = 248 Adjusted Installed Lighting Power (row 1 minus row 3) = 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING MR CEC-NRCC-LTi-01-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION '^i^ CERTIFICATE OF COMPLIANCE - USER INSTRUaiONS NRCC-LTI-Ol-E Indoor Lighting (Page 2 of 5) Project Name: JQS. A. Bank Date Prepared: 9/15/2014 5. Complies ONLY if Installed < Allowed ' Complies ONLY if Installed < Allowed t 6. Allowed Lighting Power Conditioned NRCC-LTI-03-E, page 1 290 Allowed Lighting Power Unconditioned NRCC-LTI-03-E, page 1 0 Declaration of Required Installation Certificates - Declare by selecting yes for all Installation Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title Yes NRCI-LTI-Ol-E - Must be submitted for all buildings • Field Inspector Yes NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), to be recognized for compliance. • Field Inspector No NRCI-LTI-03-E - Must be submitted for a line-voltage track lighting integral current limiter, or for a supplementary overcurrent protection panel used to energize only line-voltage track lighting, to be recognized for compliance. • Field Inspector No NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a conference room, a multipurpose room, or a theater to be recognized for compliance. • Field Inspector No NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. • Field Inspector No NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for compliance. • Field Inspector Declaration of Required Certificates of Acceptance - Declare by checking all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title Yes NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. • Field Inspector Yes NRCA-LTI-03-A - Must be submitted for automatic daylight controls. • Field Inspector No NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. • Field Inspector CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 3 of 5) Project Name: jQg Bgnk Date Prepared: 9/15/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: • CONDITIONED SPACE • UNCONDITIONED SPACE A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST El The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. • When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. El When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines • Also include track lighting in schedule, and submit the track lighting compliance form (NRCC-LTI-05-E) when line-voltage track lighting is installed. B. Installed Portable Luminaires in Offices - Exception to Section 140.6(a) • This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. • This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office • Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot Office Location Field Inspector A B C D E F G 1 J Complete Luminaire Description (i.e., LED, under cabinet, furniture mounted direct/indirect) Watts per Luminaire Number of Luminaires Installed portable luminaire watts in this office (BxC) Square feet of this office Watts per square foot (D/E) If F < 0.3, enter zero; if F>0.3, (F-0.3) ExG Identify Office area In which these portable luminaires are installed TJ 0) V) -n • • • • • • • • • • Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: Enter sum total of all pages into NRCC- LTI-Ol-E; Page 1 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION *^mf* CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 3 of 5) Project Name: jog A. Bank Date Prepared: 9/15/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: • CONDITIONED SPACE • UNCONDITIONED SPACE A, INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST B The actual indoor lighting power listed on this page and on the next page includes all installed permanent and planned portable lighting systems. • When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. El When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines • Also include track lighting in schedule, and submit the track lighting compliance form (NRCC-LTI-05-E) when line-voltage track lighting is installed. B. Installed Portable Luminaires in Offices - Exception to Section 140.6(a) • This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. • This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office • Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot 1 Accountable 1 1 Watts 1 Office Location Field Inspector Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot Office Location Field Inspector A B C D E F G H 1 J Complete Luminaire Description (i.e., LED, under cabinet, furniture mounted direct/Indirect) Watts per Luminaire Number of Luminaires Installed portable luminaire watts in this office (BxC) Square feet of this office Watts per square foot (D/E) If F < 0.3, enter zero; if F > 0.3, (F-0.3) ExG Identify Office area in which these portable luminaires are installed TJ EU V -n • • • • • • • • • • Total Installed portable luminaire watts that are greater than 0.3 watts per square foot per office: Enter sum total of all pages into NRCC- LTI-Ol-E; Page 1 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION "^^^^ CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 4 of 5) Project Name; JQS. A. Bank Date Prepared: 9/15/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: • CONDITIONED SPACE • UNCONDITIONED SPACE C. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Luminaire Schedule Installed Watts Location Field Inspector ^ A B C D E F G H Name or Item Tag Complete Luminaire Description (I.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballast) Watts per Luminaire How wattage was determined Number Luminaires Total Installed Watts in this area (CxE) Primary Function area in which these luminaires are Installed Pass Fail Name or Item Tag Complete Luminaire Description (I.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballast) Watts per Luminaire CEC Default from NAS According to §130.0(c) Number Luminaires Total Installed Watts in this area (CxE) Primary Function area in which these luminaires are Installed Pass Fail C 2 Lamp 4 ft 18 Rapid Start Elec 62.0 m • 3 186 Commercial, Industrial Storage • • C/NL 2 Lamp 4 ft T8 Rapid Start Elec 62.0 • 1 62 Commercial, Industrial Storage • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • INSTALLED WATTS PAGE TOTAL: 248 Enter sum total of all pages into NRCC-LTI-Ol-E; Page 2 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 5 of 5) Project Name: Jog. A. Bank Date Prepared: 9/15/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Q^^^^^ ^ Schnacksl P.E. Documentation Author Signature: ^^^^^^^ Schnackel Engineers Signature Date: g/^g^2014 ^""'"'^ 3035 South 72nd Street CEA/HERS Certification Identification (if applicable): _ . .^o- b-14bo1 City/State/Zip: Omaha, NE 68124 "'""^ 402.391.7680 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, underthe laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. lam eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 ofthe California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) Issued for the building, and made available to the enforcement agency for all applicable inspections. 1 understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Q^QQQ^ R. SchnSCkel P.E. Responsible Designer Signature: /^.^^^ Company: Schnackel Engineers, Inc. 9/15/2014 3035 South 72nd Street License: ^^^^^^^ city/state/zip: Omaha, NE 68124 402.391.7680 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 1 of 3) Project Nan,e: JQS. A. Bank Date Prepared: 9/15/2014 The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements Yes Lighting shall be controlled by self-contained lighting control devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordance with Section 110.9. Yes Lighting shall be controlled by a lighting control a system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in accordance with Section 130.4(b). No One or more Track Lighting Integral Current Limiters shall be installed which have been certified to the Energy Commission in accordance with §110.9 and §130.0. Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). No A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.0. Additionally, an Installation Certificate shall be installed in accordance with Section 130.4(b). Yes All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's instructions in accordance with Section 130.1. Yes All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). Yes General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental, and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. Yes The general lighting of any enclosed area 100 square feet or larger, with a connected lighting load that exceeds 0.5 watts per square foot shall meet the multi-level lighting control requirements in accordance with Section 130.1(b). Yes All installed indoor lighting shall be equipped with controls that meet the applicable Shut-OFF control requirements in Section 130.1(c). Yes Lighting in all Daylit Zones shall be controlled in accordance with the requirements in Section 130.1(d) and daylit zones are shown on the plans. No Lighting power in buildings larger than 10,000 square feet shall be capable of being automatically reduced in response to a Demand Responsive Signal in accordance with Section 130.1(e). Yes Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut-OFF controls, and demand responsive controls. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) ProieCNan^e: Jog. A. Bank Date Prepared: 9/-I5/2OI4 A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: m CONDITIONED SPACES • UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST PAF Credit Calculation ^ Lighting Control Schedule Standards Complying With ^ all that apply, or enter 'E' if Exempted) Watts of Controlled Lighting -0 > -n Control Credit (KxL) if Acceptance Test Required -ield Inspector A B C D E F G H 1 J K L M N 0 Location in Building Type/ Description of Lighting Control (i.e.: occupancy sensor, automatic time switch, dimmer, automatic daylight, etc..) # of Units §130.1(a) §130.0(b) §130.1(c) §130.1(d) §130.1(e) §140.6(a)2 §140.6{d) -a BJ V> Ln Si. Storage Occupancy Sensor 1 X • • Storage Dimming Switches 1 X X • • • • • • • • • • • • Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCC-LTI-Ol-E; Page 1. 1. §130.1(a) = Manual area controls; §130.0(b) = Multi Level; §130.1(c) = Auto Shut-Off; §130.1(d) = Mandatory Daylight; §130.1(e) = Demand Responsive; §140.6(d) = Additional lighting controls installed to earn a PAF; §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-Afor correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. As a condition to earn a PAF, an Installation Certificate is also required to be filled out, signed, and submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) Pro,ec,Na„,e: j^g^ Q^^^ Date Prepared: 2n5l20^4 A separate docunnent must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: • CONDITIONED SPACES E3 UNCONDITIONED SPACES MANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST Lighting Control Schedule Standards Complying With ^ all that apply, or enter 'E' if Exempted) PAF Credit Calculation ^ if Acceptance Test Required Field Inspector Lighting Control Schedule Standards Complying With ^ all that apply, or enter 'E' if Exempted) Watts of Controlled Lighting > -n Control Credit (KxL) if Acceptance Test Required Field Inspector A B C D E F G H 1 J K L M N 0 Location in Building Type/ Description of Lighting Control (i.e.: occupancy sensor, automatic time switch, dimmer, automatic daylight, etc..) # of Units §130.1(a) §130.0(b) §130.1(c) §130.1(d) §130.1(e) §140.6(a)2 §140.6(d) T3 tu -n • • • • • • • • • • • • • • Control Credit PAGE TOTAL (Sum of Column M): 0 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): 0 Enter Control Credit total into NRCC-LTI-Ol-E; Page 1. 1. §130.1(a) = Manual area controls; §130.0(b> = Multi Level; §130.1(c) = Auto Shut-Off; §130.1(d) = Mandatory Daylight; §130.1(e) = Demand Responsive; §140.6(d) = Additional lighting controls installed to earn a PAF; §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-Afor correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. As a condition to earn a PAF, an Installation Certificate is also required to be filled out, signed, and submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION "^^^ CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 3 of 3) PrciecName: j^g^ gg^,^ Date Prepared: 0/15/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEIVIENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Q^^g^^ p Schnackel P.E. Documentation Author Signature: ^^/^y^/^.^^^ Schnackel Engineers Signature Date: 9/^5/2014 3035 South 72nd Street CEA/ HERS Certification Identification (if applicable): _ . .^^^ citv/state/zip: Omaha, NE 68124 Phone: 402.39I 768O RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. lam eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 ofthe California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available tothe enforcement agency for all applicable inspections. 1 understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: ^ r-» r% i_ i i i-» r- Gregory R. Schnackel P.E. Responsible Designer Signature: /^.^^^ Company: Schpackel Engineers, Inc. 9/15/2014 3035 South 72nd Street License: ^^^^gg., city/state/zip: Omsha, NE 68124 ''^""'^ 402.391.7680 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 1 of 4) ProjeCNa™: j^^^ Qg^^ Date Prepared: g/-) 5/2014 ALLOWED LIGHTING POWER A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: • CONDITIONED spaces • UNCONDITIONED spaces A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES • If using Complete Building Method for compliance, use only the total in column (a) as total allowed building watts. 0 If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, use only the total in column (b) as the total allowed building watts (a) (b) 1. Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) 2. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page) 290 3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E 0 TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 • Check here if building contains both conditioned and unconditioned areas. 290 TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 • Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE A B C D TYPE OF BUILDING (From §140.6 Table 140.6-B) WATTS PER (ft^) X COMPLETE BLDG.AREA = ALLOWED WATTS X = Total Area: Total Watts. Enter Total Watts into section A, row 1 (Above on this page) C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES (C-2 plus C-3) Watts Total from section C-2 . 290 Total from section C-3 . 0 Total Watts. Enter Total Watts into section A, row 2 (Above on this page) . 290 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-C3-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION '^^^ CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 2 of 4) PrcieCName: j^^ ^ gg^,^ Date Prepared: 9/15/2014 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: 13 CONDITIONED spaces • UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE • Do not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-Ol-E. • Separately list lighting for each primary function area as defined in §100.1 of the Standards. A B X c = D AREA CATEGORY (From §140.6 Table 140.6-C) WATTS PER (ft^) X AREA (ft^) = ALLOWED WATTS Location in Building Primary Function Area per Table 140.6-C WATTS PER (ft^) X AREA (ft^) = ALLOWED WATTS Storage Commercial, Industrial Storage 0.60 X 484 = 290 X X X X X X X X X X X X X X X TOTALS 484 Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) 290 WATTS CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 STATEalF CAUFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION "^^^ CSOIHCATEGF COMPUANCE NRDC-LT1-03-E certificate of Cbmpliance - Indoor Ughting Ftiwer Allowance {F&ge3of4) Rcieor*™ Jos. A. Bank 1 MeRepared: 9/.,5/.,4 A separate page must befilled out for Conditioned and Unconditioned ^Dacea Tbispageis onlyfor: • OONDITIONBD spaces • UNCONDITIONBD spaces G-3 AF!B\CftTB30Ry'METHOD Additional UghtingWattageAllowance(fromTable 140.6-CFootnotes) A B C^ D E F G Fyimary Function StiRor linear ft Additional Watts Allowed Wattage Allowance (BxQ Description(s) and Quantity of Speail UjminaireTypesin each Rimary Rinction Area Total Design Vtetts' AUJCWHD WATTS Snallerof DorF TCTAlS--BTterintoTCTALAf©VG^TH30F?»'MEn-iaDADaT10NlALAliJDW^^ . 1. Use linear feet only for additional allowanoe for white board or chalk board. All other additional Area Category allowanoes shall use watts per square foot. 2. Additional wattsare available only when allowed aooording to the footnotes on bottom of Table 146-C which indude: ^3eciali2Ed task work; Ornamental lighting; Reason commercial and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing audio lighting.. 3. Luminaire classification and wattage shall be determined inaxordancewith §130.0(c)of the3andards CA Building Biergy Bfidency Sandards- 2013 Nonresidential Complianoe June 2014 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTl-03-E (Revised 06/14) CALIFORNIA ENERGY COMMISSION '^^^ CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 4 of 4) Prciec,Na.e: j^g ^ gg^,^ Date Prepared: 9/-|5/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: _ i-, r> i i i r- Gregory R. Schnackel P.E. Documentation Author Signature: y^^/^/^.^^^^ Schnackel Engineers Signature Date: g/^g/2014 """''"^ 3035 South 72nd Street CEA/HERS Certification Identification (if applicable): ^ ^ E-14631 citv/state/zip: Omaha, NE 68124 402.391.7680 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, under the laws ofthe State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 ofthe Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. 1 understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name. Q^^g^^ ^ Schnacksl P.E. Responsible Designer Signature: y/^/^y^.^^^ Schnackel Engineers, Inc. Date Signed: 9/15/2014 3035 South 72nd Street License: ^_^^g3^ citv/state/zip: Omaha, NE 68124 '"''""^^ 402.391.7680 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2014 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / / Business Name Business Contact Telephone # f4H3 ^ 621 -- 13^^? Project Address City state CA Zip Code^ APN# Mailing Address ' City state Zip Code 2107 4 Plan File* Project Contact Telephone # (MMI> ^ StJ - The following questions represent the facility's activities, NOT the specific project description. PART i: FiRE DEPARTiWENT - HAZARDOUS iWATERIALS 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. Facility's Square Footage (including proposed project): OIZ, SF Occupancy Rating: (^M') 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6 Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials CIS. None nf l'hR5«j~^ 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART li: SAN DIEGO COUNTY DEPARTIWENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DiVISIONS (HiWD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: JO lZ*1 / I'j Expected Date of Occupancy: JO I Z1 111 Date Initials • CalARP Required I Date Initials • CalARP Complete (for new construction or remodeling projects) 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 10)? Will your business store petroleum in tanks or containers al your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: 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 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. • 2. • m 3. • n 4. • 5. • 6. • 7. • • CalARP Exempt / Date Initials YES • • • • • NO 1^ 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 httD://www.sdaPCd.orq/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). (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)? (Search the California School Directory at http://www.ode.ca aov/re/sd/ for public and private schools or contact the appropriate school district). Has a survey been performed to determine the presence of Asbestos Containing Materials? Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities:^ ^, - . ,L Briefly describe proposed project: - _^ ^ o I declare underjienalty of perjury that to the best of my knowledge and belief tbe re Date EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (02/11) County ofSan Diego-DEH-Hazardous Materials Division ^ PLUMBING, Development Services <^r0^ ELECTRICAL, Building Division C.TY OF MECHANICAL '"''TeX-zns /"•A PI CDAPJ WORKSHEET yyww.carlsbadca.eov V-./»i\l—«3D#\L/ B-18 Buildine(S)carlsbadca.eov Project Address: Permit No.: Information provided below refers to worb being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ^ New building sewer line? Ves No ^ Number of new roof drains? Q Install/alter water line? 0 Number of new water heaters? 0 Number of new, relocated or replaced gas outlets? 0_ Number of new hose bibs? 0 Residential Pennits: New/expanded service: Number of new amps: Minor Remodel on/y: Ves No Commerdai/lndustrlai: poo Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: 2 New Construction: Amps per Panel: Single Phase Number of new amperes N/A Three Phase Number of new amperes Three Phase 480 Number of new amperes Number of new furnaces, A/C, or heat pumps? ^ New or relocated duct worb? Ves X No Number of new fireplaces? ^ Number of new exhaust fans? ^ Relocate/install vent? ^ Number of new exhaust hoods? 2_ Number of new boilers or compressors? Number of HP 2_ B-18 Page 1 of 1 Rev. 03/09 CB142178 1923 CALLE BARCELONA 139 Final Inspection required by: • Plan a CM&I ire SW QissuED acv. Approved Date By BUILDING PLANNING <Lt> ENGINEERING AO FIRE Expedite7|(^Yj^ N DIGfTAL FILES Required? Y N HazMat APCD Health Forms/Fees Sent Reed Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M Y N School 1 ' J Y N Sewer Y N Stormwater Y N Special Inspection Y N CFD: Y N LandUse: Density: ImpArea: FY: Annex: Factor: PFF: Y N Comments Date Date Date Date Building Planning Engineering Fire Need7 \/\ / • Done / • Done • Done