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HomeMy WebLinkAbout1911 CALLE BARCELONA; 150; CB141720; Permit01-09-2015 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No: Building Inspection Request Line (760) 602-2725 CB141720 Job Address; Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 1911 CALLE BARCELONA CBADSt: 150 Tl Sub Type: COMM 2550120400 Lot#: 0 $355,869.00 Construction Type: 5B Reference # TILLY'S - REMODEL 9,587 SF RETAIL TO RETAIL Status: ISSUED Applied: 07/18/2014 Entered By: SKS Plan Approved: 01/09/2015 Issued: 01/09/2015 Inspect Area Plan Check #: Applicant: GALLARDO CONRADO/BARNHART RACHEL STE D207 3954 MURPHY CANYON RD SAN DIEGO CA 92123-4420 619-269-4288 Owner: T-C FORUM AT CARLSBAD LLC C/O TIAA-CREF 4675 MACARTHUR CT#1100 NEWPORT BEACH CA 92660 Building Permit $1,699.14 Meter Size Add'l Building Permit Fee $0.00 Add'l Reel. Water Con. Fee $0.00 Plan Check $1,189.40 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $74.73 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 $96.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $351.00 Other Building Fee $0.00 MECHANICAL TOTAL $112.81 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 $12.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $3,535.08 Total Fees: $3,535.08 TotaJfPayments To Date: $3,535.08 Balance Due: $0.00 Inspector: FINAL App Date: i]0 Clearance: NOTICE: Please take NOTICE fl at approval of your project includes the "Impofcition'lof fees, dedications, reservations, or other exactions hereafter collectively refen-ed to as "fees/exactions." have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City IVlanager for processing in accordance with Carisbad 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 othenwise expired. THE FOLLOWING APPROVALS REQUIRED PRiOR TO PERMIT ISSUANCE: ^y:^LAmm Cj^i^ERiNG (gj^DiNG {^^[plge' • HEALTH • HAZMAT/APCD CITY OF CARLSBAD T Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: buildingtgcarisbadca.gov www.carlsbadca.gov IIT# , Plan Check No. C^f^j 2^ Est. Value SCf; Plan Ck.peposit W^*^ Date SWPPP JOB ADDRESS 1911 CALLE BARCELONA, CARLSBAD CA 92009 SUITE#/SPACE#/UNr CT/PROJECT # LOT# PHASE # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. Tl'PE occ. GROUP TILLY'S V-B IVI DESCRIPTION OF WORK: Include Sqiuare Feet of Affected Area(s) TENANT IMPROVEMENT REMODEL - EXISTING SPACE / EXISTING TENANT • 9,587 SQ. FT, EXISTING USE MERCANTILE PROPOSED USE MERCANTILE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESr~|# NoTTI AIR CONDITIONING YESr/lNoj I FlRESPRINKLERS YESfTlNOl I APPLICANT NAME Primary Contact )0/^ •ED20 . .x.^. r PROPERTYOWNER NAME CONRADO GALLARDO/^/i^gi. gy^t |4ft<ar Jones Lang LaSalle - Retail ADDRESS ADDRESS 3954 MURPHY CANYON RD SUITE D207 1125 Sanctuary Parkway, SUITE 170 CITY SAN DIEGO STATE ZIP CITY CA 92123 ALPHARETA STATE ZIP GA 30009 PHONE 619-269-4288 FAX PHONE 678-226-5301 FAX EMAIL EMAIL ann.nance@am.jll.com DESItSN PROFESSIONAL CONRADO GALLARDO CONTJ ADDRESS ADDRESS^ I f CITY » , STATE ZIP 954 MURPHY CANYON RD SUITE D207 CITY STATE SAN DIEGO CA ZIP 92123 PHONE STATE PHONE 619-269-4288 FAX MA FAX EMAIL CONRADO@RE-AL.NET EMAIL 29223 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a perrnit to construcL alter, improve, demolish or repair any structure, priorto its issu3():e,»also requires the applicantfor such permit to file a signed statement that he is licensed pursuantto the provisions ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civii penalty of not more than five hundred dollars ($500)). WORKERS' COIVIPENSATION Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of Vie following declarations: • I have and will maintain a ceitificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which tliis permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the perfonnance of the wori< for which this permit is issued. My wort<ers' compensation insurance canier and policy {2^0(nn/7 'Ji/O'^ ^'^^A 1:^'^ 't^Ol'I'-B^ttr Expiration Date "7// \^ Ane hundred dollars ($100) or less. number are: Insurance Co,_ Dsection need not be completed if the permit is forgone hundred dollars ($100) or less. Certificate of Exemption: i certify that in the performance of the work for which this permit is issued, I shall not employ any person inanymannersoasto become subject to the Workers' Compensation Laws of Califomia. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employerto criminai penalties and civil flnes up to one hundred thousand doiiars (&100,000), in addition to the cost of compensation, damages as.pmyicted for in Section 3706 of tlie Labor code, interest and attorney's fees. xfiS" CONTRACTOR SIGNATURE •AGENT DATE OWNER-BUILDER DECLARATION / hereby affim) that I am exempt from Contractor's License Law for the following reason: I [ I, as owner of the property or my empioyees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own empioyees, provided that such improvements are not intended or offered for sale. If, however, the building or improvemenl is sold within one year of completion, the owner-builder will have the burden of proving that he did not buiid or improve for the purpose of sale), I I i, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I [ i am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement, •Yes I INO 2,1 (have / have not) signed an application for a building pennit for the proposed work, 3.1 have contracted with the following person (firni) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the foiiowing person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): yCfpROPERTY OWNER SIGNATURE QAGENT DATE COmPLETB THIS SECTION F O R N O N • R E S i O E N T I A L BUIIDING P E R Mi T S O N t Y Is the applicant or future building occupant required to submit a business plan, acuteiy hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Acr? Yes No Is the applicant or future building occupant required to obtain a pennit from the air pollution control district or air quality management district? Yes / No Is the fxility to be constnjcted within 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. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work this permit Is issued (Sec. 3097 (1) Civil Code). Lender's Name Lender's Address APPLICANT CERTIFICATION I certily that I have read the applkatnn and state thatthe above infomiation is conect and that the infoimation on the plans is accurate. I agree to compiywith all City ordinances and State laws relating to building constnictton. I hereby authorize representative of the City of Cailsbad to enter upon the above mentkmed property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, OSHA: An OSHA pemiit is required for excavations ovgtH)' deep and demolition or constmctfon of staictures over 3 stories in height, EXPIRATION: Every permit issued by the Buildingpffiaa/nder the provisfons of this Code shall expire by limitation and become null and vokl if the buikling or vwrk authorized by such permit B not oommenced within 180 days from the date of such pemiit or if the ^aiiding_pr wrk authorized by such pennit is suspended or abandoned at any time after the work s commenced for a period of 180 days (Sectbn 106.4,4 Unifomi BuikJing Code), > APPLICANT'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 buildinq(5)carlsbadca.aov or Mail the completed form to City of Carisbad, Building Division 1635 Faraday Avenue, Carisbad, Califomia 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) IVlAlLTO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) MAIL / FAX TO OTHER: ASSOCIATED C8#- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION >ef APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB141720 Type: Tl COMM Date Inspection Item 04/02/2015 89 Final Combo 04/02/2015 89 Final CorTibo 03/11/2015 17 Interior Lath/Drywall 03/11/2015 17 Interior Lath/Drywall 03/10/2015 14 Frame/Steel/Bolting/Weldin 03/06/2015 84 Rough Combo 02/19/2015 14 Frame/Steel/Bolting/Weldin 02/06/2015 17 Interior Lath/Drywall 02/03/2015 14 Frame/Steel/Bolting/Weldin 02/03/2015 14 Frame/Steel/Bolting/Weldin 02/03/2015 34 Rough Electric 01/30/2015 21 Underground/Under Floor Inspector PY PY PY PY MC PY MC 24 PY 24 PY Act Rl AP AP AP AP PA PA AP AP AP AP AP TILLY'S - REMODEL 9,587 SF RETAIL TO RETAIL Comments FIRE IN AM/ SEE APPROVED PLANS, CARD 1ST PHASE, SEE CARD Tuesday, April 07, 2015 Page 1 of 1 \L City of Carlsbad PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. ^Original Plan Check No. Project Address | ^ / \ Cc\ \ \ e ^ha rc^l Jjt, Date i " ^CP- /^ Contact GcKrc^ iSende.r^f^QT— ph 5fQ -PD'7<^ Fax EmailA/6^o/LPg^S .toerr— Contact Address l-^c^r^LOi-ic- M-f ^200 City rr Zip ^ Z,S^c^2^ General Scope of Work '£)a.'M-> /"00m | cXS^^'^ c^fQ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: ^ Plans • Calculations • Soiis O Energy • Other 2. Describe revisions in detail List page(s) where each revision is shown 4. List revised sheets that replace existing sheets Ad E- 100 l/g'p-l- -f^Ng ^Xi i- cUo^ c^lpr^tr. , / f No 5. Does this revision, in any way, alter the exterior of the project? • Yes 6. Does this revision add ANY new floor area(s)? Q Yes ^ No 7. Does this revision affect any fire related issues? DYes ^ No 8. Is this a comD/lQ^^jl^ • Yes ^ No ^Signature)^ 1635 Faraday Avenue, Carlsbad, CA 92008 PI3: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGII Corporation In Partnership with government for (BuiCtfing Safety DATE: 11/14/14 • APPLICANT • JURIS. JURISDICTION: City of Carlsbad • PLAN REVIEWER • FILE PLANCHECKNO.: 14-1720 SET: II PROJECT ADDRESS: 1911 Calle Barcelona Suite 150 PROJECT NAME: Tilly's - TI ^ 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: IXI 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 #: Mail Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • MB • PC 11/6/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnership with government for (BuiCcCing Safety DATE: 7/28/14 • APPLICANT •<JURIS. JURISDICTION: City of Carlsbad 'Ti PLANREVIEWER • FILE PLANCHECKNO.: 14-1720 SET: I PROJECT ADDRESS: 1911 Calle Barcelona Suite 150 PROJECT NAME: Tilly's - TI r~| 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 forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Rachel Burnhart Telephone #: 619-269-4288 X)ate contacied:~^^yjqjO^ (byy^^^ Email: Rachel@re-al.net Fax #: •^^^ Mail %/Telephone Fax In Person • REMARKS: By: Doug Moody Enclosures: EsGil Corporation • GA • EJ • MB • PC 7/21/14 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 14-1720 7/28/14 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLANCHECKNO.: 14-1720 JURISDICTION: City of Carlsbad OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VB ACTUAL AREA: 9587sf ALLOWABLE FLOOR AREA: STORIES: 1 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 281 REMARKS; DATE PLANS RECEIVED BY JURISDICTION: 7/18/14 DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/21/14 DATE INITIAL PLAN REVIEW COMPLETED: 7/28/14 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 priorto 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 ofthe 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 copv) 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 14-1720 7/28/14 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 of the rooftop air handler units and support and lateral bracing of all shelving both sales and stockroom. 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 the referenced details for the attachment of the interior partitions details 2 and 5 on sheet A600. • NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to nonresidential additions of 1,000 sq. ft. or larger or alterations (tenant improvements) with a value of $200.000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 3. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. City of Carlsbad 14-1720 7/28/14 4. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 5. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 6. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 7. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 8. Pollutant control. Note on the plans that VOCs must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. 9. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 10. Water reduction. Show on the plans the following maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. For additions or alterations, this only applies to new fixtures. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Lavatory faucets- nonresidential 0.5 gpm @60 psi Metering faucets 0.2 gallons/cycle Water closets 1.28 gallons/flush Urinals 0.5 gallons/flush 11. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge ofthe overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. City of Carlsbad 14-1720 7/28/14 12. The disaggregation of electrical loads (separation of panelboards by branch circuit load types) per Table 130.5-B energy standards is required. Review and submit a revised electrical system design for panel B. 13. Please have the document author of the MECH-1 C form sign the imprinted document. 14. Hot water supplied to a public use lavatory is limited to a maximum temperature potential of 120 degrees by a device that conforms to ASSE 1070 or CSA B125.3; please provide the manufacturer's listing showing compliance. Detail how this temperature limitation is achieved. The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 15. Please clarify the finish schedule to show how the plywood finish will comply with, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.9." 16. Per Section 11 B-603.5, show on the plans <40" height for item 19 shown on sheet A502: a) The operable parts of at least one: i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. 17. Please clarify the elevation the 30" shown is not from the finished floor? Sales and service counters shall have a portion ofthe counter which is at least 36" in length with a maximum height of 34 inches. Section 11 B-904.4.1 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 • City of Carlsbad 14-1720 7/28/14 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 14-1720 7/28/14 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLANCHECKNO.: 14-1720 PREPARED BY: Doug Moody DATE: 7/28/14 BUILDING ADDRESS: 1911 Calle Barcelona Suite 150 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VB BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Tl 9587 37.12 355,869 Air Conditioning Fire Sprinklers TOTAL VALUE 355,869 Jurisdiction Code cb By Ordinance Bldg. Permt Fee by OrdhancE Plan Check Fee by Ordinance • Type of Review: 0 Complete Review [^Repetitive Fee ^ Repeats • Other r—I Hourly EsGil Fee • Structural Only Hr. @ $1,699.14 $1,104.44 $951.52 Comments; Sheet 1 of 1 macvalue.doc + PLAN CHECK Community & Economic CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 vi/ww.carlsbadca.gov DATE: 7/18/14 PROJECT NAME: Carlsbad Forum _ Tilly's PROJECTID: PLAN CHECK NO: CB 14-1720 SET#: I ADDRESS: Calle Barcelona #150 APN: 255-012-04 VALUATION: $355,869 APPUCANT CONTACT: rachel@re-al.net X Ths 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 r^or status from a division not marked 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 DEVELOPIVIENT ENG. 760-602-2750 \/ linda Ontiveros XX 760-602-2773 Linda.Qntiveros@carlsbadca.gov Remarks: Retail to retail CARLSBAD CITY OF PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 ww/w.carlsbadca.eov DATE: 11/6/14 PROJECTNAME: T.l. PROJECTID: PLAN CHECK NO: CB141720 SET#: ADDRESS: 1911 CALLE BARCELONA #150 APN: ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required • Yes ^ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. • 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: RACHEL@RE-AL.NET For questions or clarifications on the attached checklist please contact the following reviewer as marked: PUNNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov X Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov I 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov 1 Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Plan Check No. CB141720 Address 1911 CALLE BARCELONA #150 Date 11/6/14 Review # 2 Planner GINA RUIZ Phone (760) 602- 4675 Type of Project & Use: TL Net Project Density: DU/AC Zoning: P-C General Plan: R/O/RMH Facilities Management Zone: IJ. CFD (in/out) # 1 Date of participation: 5/14/1996 Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action 1^ • • Environmental Review Required: YES • NO I3 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ^ • • Discretionary Action Required: YES • NO |E1 TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES JEl NO • CA Coastal Commission Authority? YES Q NO JEl If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): T.l. EXEMPT Q D Habitat Management Plan Data Entry Completed? YES • NO JEI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) • • Inclusionary Housing Fee required: YES • NO ^ (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NO • N/A^ p-28 Page 2 of 3 07/11 Site Plan: man City Council Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES • NO El K • • 2. Project complies: YES • NOQ • • • • ^ • • • El • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required Required. Required. Required. 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: Required. Required. Required. Required. Required. Required. Shown Shown Shown. Shown Shown Shown Shown Shown Shown Shown Shown Screening of Equipment: Required YES SECTIONS ADDED TO SHEET A006 Shown SECTIONS NOT SHOWH S • • • El • Spaces Required. Shown 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments #1. PLEASE ADD SECTIONS TQ THE PLANS SHOWING HOW THE NEW ROOF MOUNTED EQUIPMENT SHOWN ON SHEET M100 WILL BE SCREENED FROM VIEW FROM STREETS AND ADJACENT PROPERTIES. THE POLICY AND EXAMPLE ARE ATTACHED FQR YOUR REFERENCE OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 11/6/14 P-28 Page 3 of 3 07/11 CITY OF CAR LSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 ww/w.carlsbadca.eov DATE: 7/22/14 PROJECT NAIVIE: T.l. PROJECTID: PLAN CHECK NO: CB141720 SET#: ADDRESS: 1911 CALLE BARCELONA #150 APN: []] This plan check review is complete and has been APPROVED by the Division. By: A Final Inspection by the PLANNING Division is required • Yes ^ No Vou 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. ^ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: RACHEL@RE-AL.NET 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 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov I 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov X Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov \~] Cindy Wong 760-602-4662 Cvnthla.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fleri@carlsbadca.gov Plan Check No. CBI41720 Address 1911 CALLE BARCELONA #150 Date 7/22/14 Review # 1 Planner GINA RUIZ Phone (760) 602- 4675 Type of Project & Use: LL Net Project Density: DU/AC Zoning: P-C General Plan: R/O/RMH Facilities Management Zone: H CFD (in/out) # 1 Date of participation: 5/14/1996 Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) REVIEW #: 12 3 Legend: El Item Complete • Item Incomplete - Needs your action S • • Environmental Review Required; YES • NO ^ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Kl • • Discretionary Action Required: YES • NO |EI TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES JEl NO • CA Coastal Commission Authority? YES • NO JEl If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): T.l. EXEMPT • • Habitat Management Plan Data Entry Completed? YES • NO [El If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) • • Inclusionary Housing Fee required: YES • NO E! (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NQ • N/A |3 P-28 Page 2 of 3 07/11 Site Plan: S • • City Council Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES • NO S S • • 2. Project complies; YES • NOn • • Zoning; 1. Setbacks: Front: Interior Side; Street Side: Rear: Top of slope: Required Required, Required Required. Required, Shown Shown, Shown, Shown Shown • • K • • • • • K • • • • • 2. Accessory structure setbacks: Front: Required. Interior Side; Required. Street Side: Required. Rear: Required. Structure separation: Required. 3. Lot Coverage: Required Shown. Shown Shown. Shown Shown. Shown 4. Screening of Equipment: Required YES Shown SECTIONS NOT SHOWN Spaces Required, Shown 5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additionat Comments #1. PLEASE ADD SECTIONS TO THE PLANS SHOWING HOW THE NEW ROOF MOUNTED EQUIPMENT SHOWN ON SHEET M100 WILL BE SCREENED FROM VIEW FROM STREETS AND ADJACENT PROPERTIES. THE POLICY AND EXAMPLE ARE ATTACHED FOR YOUR REFERENCE. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE p-28 Page 3 of 3 07/11 ^ CITY OF CARLSBAD PLAN CHECKBLDG. REVIEW TRANSMITTAL iity,& Economic rnVoepartment 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 8-14-14 PROJECTNAME: Tilly's T.l. PROJECTID: PLAN CHECK NO: CB141720 SET#: I ADDRESS: 1911 Cale Barcelona Ste: 150 APN: This plan check review is complete and has been APPROVED by the Fire Division. By: D. Fieri A Final Inspection by the Fire Division is required ves • No This pian check review Is NOT COiVIPLETE. items missing or incorrect are iisted on the attached checklist. Piease resubmit amended plans as required. Pian Check Comments have been sent to: You may also have corrections from one or more ofthe 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: PLANNING 76(>«02-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760^02-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.fiov 1 1 Gina Ruiz 760-602-4675 Gina.Rulz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Llnda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cynthla.Wong@carlsbadca.gov • • X Dominic Fieri 760-602-4664 Domlnic.Fieri@carlsbadca.fiov Remarks: Carlsbad Fire Department BLDG. DEPT CQPy Plan Review Requirements Category: TI, COMM Date of Report: 08-14-2014 Reviewed by: Name: Address: GALLARDO CONRADO/BARNHART RACHEL STE D207 3954 MURPHY CANYON RD SAN DIEGO CA 92123-4420 Permit #: CB141720 Job Name: TILLY'S - REMODEL 9,587 SF Job Address: 1911 CALLE BARCELONA CBAD St: 150 Cond: CON0007583 [MET! THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 08/14/2014 By: df Action: AP Job No. 14-842 Sheet No. 1 By Richard Dahlmann, P.E. Date 8-14 CLIENT: RE-AL 1737 Chalmers Street Suite 301 San Diego, CA 92103 PROJECT: Tilly's Stockroom Shelf Support And RTU Support The Forum at Carlsbad Carlsbad. CA GENERAL INFORMATION: ^7 CARUSO TURLEY SCOTT, INC. structural 1215 W. RioSalado Tempe, Arizona 85281 480/774-1700 480/774-1701 (FAX) File: T:\ENG\FORMS\CALC COVER SHEET.OOC Date: SEP 1999 Design Maps Summary Report Page 1 of 1 SUSGS 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 33.07146°N, 117.26672°W Site Soii Classification Site Class D - "Stiff Soil" Risk Category I/II/III _ 2iiii 3 soaom. Q mapquest K USGS-Provided Output noinita^ Solana Beach S2014I @ MapQuest Ss = 1.092 g Sl = 0.421 g SMS — SMI — 1.161 g 0.665 g SDS — SDI — 0.774 g 0.443 g For infomnation on how the SS and Sl 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. MCEit Response Spectrum n 0.00 0.20 0.40 0.60 O.SO 1.00 1.20 1.40 l.SO 1.80 2.00 Period, T (sec) O.BST Design Response Spectrum n (A 0.00 0.20 0.40 O.eo 0.80 1.00 1.20 1.40 l.SO l.SO 2.00 Period, T (sec) Although this information is a product ofthe 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. http://ehp2-earthqiiake.wr.usgs.gov/desigrmiaps/us/summajy .php?template=rninimal& 8/6/2014 CARUSO TURLEY SCOTT INC. consulting sLrucluraJ engineers Rls Salado Execufive Cenler •130 SBUHI Pries 1 Drive Tsrnya,. i.iiia.n.a 'uW W0-'-7?4-t70& FAX.430--rrfirOi .lit . 1 O''-^' . 1. /S .01 0 i'>'^ r J - - S 1 - - '>--.V;.S^i,' Job Name Job No. 3hee[ No. - •H 15 ^{> zip I'i-1205061 1'-ni P.DOS/Olii. f-00-9 j-1 ii/n-— 1 i/z- L i> j. ' i/"r" TT 1 *• 'Li-f JWZ^ 3 sET-or-roo<! mm fmHRaiim vUl I -III. I'-IU P.0-O6/DI4 H fJX) HO,' a. l>jsi£_gn5r HavY PUTT 1 7/1- -0 1 J/!' tTO 'iio'. 17^ 11/lS- (I 1/31-n To specify your liUe block on Ihese five iines, use the SETT-INGS mam menu •seleciion, choose Lhe Prifitlpig & Tifle Block lab, arid enl your litle block information. Title: Dsgnr: DescripHon : Scope: R« 5EO0O2 Uar KW-0S^74. V;; 5.8.0, I -DM-ZCIOS {sfi-sss-aetH. a>;s.i?c.<.!=c SBsisiiuBs SOINKSH Job* Dale: 9:13,ivM, 3 SEP O'l Pane 1 •Description beam General Infcrmation #1 #2 (TTI OTTiM Type... Reclangular Reclangular Height Hsighl Summary 0.D750 in 2.5000 in Widlh Widlh 1.2060 in .0.0750 in Total Area Xcg Dist. Y cg Dijsl. 0.27BO in2 0.3B18in 0.6«2 in Ixx lyy Edge Dislances (rom CG.. 0.193 lO't 0.031 in'l 0.2217 in ••Q.98'ia in 0 OS07 in -1.6,563 in X cg D.OOOO in 0.5660 in rxx ryy S left E right S lop S Iwlloin Vcg O.0OOQ in -1.2500 in 0.B334 in • 0.3318 in 0.0311 in3 0.1380 in3 0.21 S2 in3 0.1165 in3 To specif).-youf tiu-e -bloc^k on thesefivelines, use the SETTINGS main menu selection, choose the Prinfing & Title Block tab, and ent your lltle-block information. .1 H B-/. j j0003 uss'r. mmsmi. vu 5.a.Q, i ^oac-Toca W1-SI2-2002. Smc.'Jt.Z Sf:3ip.:,.ri.jsSb*a,!. Description Zo\^-cr^ Tille: Dsgnr: Descriplion : Scope: John Dale: 10:.15.iW, 9 SEP 04 #1 •#2 Type... ReclangHJiar Reclangular Symmary it.. Tola! Area X eg Disl. Vcg Disl, Heiglil Helghl 0.2756 in2 1.3783 in 1.3733 in 0.0750 in 1.8750 in Widlh Widlh 1.8000 in 0.0750 i'n l»c • iw Edge Dislances from CG.. •>X •X 0.097 in'l 0.097 m4 0.A951 in -1.3703 in 0 -1967 in -1.3783 in Xcg 0.900C in 1.8375 in rxx ryy Slen •t' rtghl 3 lop S l>3llorn Ycg 1.8375 in 0.937 5'in 0.5934 in 0.593^ in U.070^ in3 O.I9&'lin3 0.195^in3 0.0704 in3 3 SHELF LOADING-SEISMIC LOAD CASES PER RMI 2.1 BASED ON RMI SECTION 2 LOAD CASES INTERIOR CONDITIONS - NO WIND LOAD, ROOF LOAD, SNOW LOAD OR RAIN LOAD 1. DL 2. DL+PL 3. (0.6 - 0.11Sds)DL + .75 (0.6 - 0.14Sds)PLapp - .75 (.67 X EL) 0.44 DL + 0.30 PL - 0.50 EL 4. (1 + 0.11Sds)DL + .75 (1 + 0.14Sds)PL + .75 (.67 X EL) 1.16 DL+ 0.90 PL + For load support beams and their connections only: 5. DL + .88PL + IL Seismic loads: Sds= 1.415 Sd1= R= 4 (worst case) Cs= Sds/R= Cs min= .044 Sds= Cs= 0.35 0.35 0.06 or .5S1/R= 0.832 ip= 0.10 0.50 EL 1.0 Number of Shelves= DL per shelf= PL per shelf= 30 Ibs 100 Ibs Shelf depth= Total DL= Total PL= 180 Ibs 600 Ibs 24 inches Pallet Loading Criteria: A. .67 PL (all shelves) B. PL (top shelf only) Ws= DL+.67 PL= Ws= DL+ PL top shelf only= 582 Ibs 280 Ibs EL Case A= Cs Ip Ws= EL Case B= Cs Ip Ws= 206 Ibs 99 Ibs Seismic Load Distribution Loading Criteria A: .67 PL (all shelves) DL= 30 Ibs per shelf PL= 100 Ibs per shelf EL= 206 lbs Load Case #1 DL DL per shel1= 30 Ibs PL per shel^= 0 ibs EL= 0 Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 30 0.25 7.5 1% 0.0 0.0 2 30 2.41 72.3 8% 0.0 0.0 3 30 4.3 129 14% 0.0 0.0 4 30 6.2 186 20% 0.0 0.0 5 30 7.66 229.8 25% 0.0 0.0 6 30 9.5 285 31% 0.0 0.0 180 909.6 100% 0.0 0.0 Mot= 0 •lbs Mr= 180.0 'lbs -90 Ibs Load Case #2 DL+PL DL per shelf= 30 Ibs PLpersheif= 100 Ibs EL= 0 Ibs level wi hi wiXhi % Fi MiC Ibs) 1 130 • 0.25 32.5 1% 0.0 0.0 2 130 2.41 313.3 8% 0.0 0.0 3 130 4.3 559 14% 0.0 0.0 4 130 6.2 806 20% 0.0 0.0 5 130 7.66 995.8 25% 0.0 0.0 6 130 9.5 1235 31% 0.0 0.0 780 3941.6 100% 0.0 0.0 Mot= 0 •lbs Mr= 780.0 •lbs T= -390 Ibs Load Criteria A: Load Case #3 (0.6 - 0.11Sds)DL + .75 (0.6 - 0.14Sds)PLapp - .75 (.67 X EL) 0.44 DL + 0.30 PL - 0.50 EL DL per shelf^ PL per shelf= EL= 13.3 Ibs 30.1 Ibs 103.5 Ibs level wi hi wiXhi % Fi Mi(' Ibs) 1 43 0.25 10.9 1% 0.9 0.2 2 43 2.41 104.8 8% 8.2 19.8 3 43 4.3 186.9 14% 14.7 63.1 4 43 6.2 269.5 20% 21.2 131.2 5 43 7.66 333.0 25% 26.1 200.2 6 43 9.5 413.0 31% 32.4 307.9 261 1318.1 100% 103.5 722.4 Mot= 722 •lbs Mr= 260.8 •lbs T= 231 lbs Load Case #4 (1 + 0.11Sds)DL + .75 (1 + 0.14Sds)PL + .75 (.67 X EL) 1.16 DL + 0.90 PL + 0.50 EL DL per shelf= PL per shelf= EL= 34.7 Ibs 89.9 Ibs 103.5 Ibs level wi hi wiXhi % Fi MiC Ibs) 1 125 0.25 31.1 1% 0.9 0.2 2 125 2.41 300.1 8% 8.2 19.8 3 125 4.3 535.5 14% 14.7 63.1 4 125 6.2 772.1 20% 21.2 131.2 5 125 7.66 953.9 25% 26.1 200.2 6 125 9.5 1183.0 31% 32.4 307.9 747 3775.7 100% 103.5 722.4 Mot= 722 •lbs Mr= 747.2 •lbs T= -12 lbs Seismic Load Distribution Loading Criteria B: PL (top shelf only) DL= 30 Ibs per shelf PL= 100 lbs on top shelf only EL= 99 lbs Load Case #1 DL per shelf= PL per shelf= EL= DL 30 Ibs 0 Ibs 0 Ibs level wi hi wiXhi % Fi MiC Ibs) 1 30 0.25 7.5 1% 0.0 0.0 2 30 2.41 72.3 8% 0.0 0.0 3 30 4.3 129 14% 0.0 0.0 4 30 6.2 186 20% 0.0 0.0 5 30 7.66 229.8 25% 0.0 0.0 6 30 9.5 285 31% 0.0 0.0 180 909.6 100% 0.0 0.0 Mot= 0 •lbs Mr= 180.0 •lbs T= -90 lbs Load Case #2 DL per shelf= PL per shelf= EL= DL+PL 30 lbs 100 Ibs 0 Ibs level wi hi wiXhi % Fi MIC Ibs) 1 30 0.25 7.5 0% 0.0 0.0 2 30 2.41 72.3 4% 0.0 0.0 3 30 4.3 129 7% 0.0 0.0 4 30 6.2 186 10% 0.0 0.0 5 30 7.66 229.8 12% 0.0 0.0 6 130 9.5 1235 66% 0.0 0.0 280 1859.6 100% 0.0 0.0 Mot= 0 •lbs Mr= 280.0 •lbs T= -140 Ibs \1 Load Criteria B: Load Case #3 (0.6 - 0.11Sds)DL + .75 (0.6 - 0.14Sds)PLapp - .75 (.67 X EL) 0.44 DL + 0.30 PL - 0.50 EL DL per sheI1= PL per shelf= EL= 13.3 lbs 30.1 Ibs 49.8 Ibs level wi hi wiXhi % Fi MiC Ibs) 1 13 0.25 3.3 0% 0.2 0.1 2 13 2.41 32.1 5% 2.3 5.6 3 13 4.3 57.3 8% 4.1 17.8 4 13 6.2 82.6 12% 6.0 36.9 5 13 7.66 102.1 15% 7.4 56.4 6 43 9.5 413.0 60% 29.8 282.8 110 690.5 100% 49.8 399.5 Mot= 400 •lbs Mr= 110.1 •lbs T= 145 lbs Load Case #4 (1 + 0.11Sds)DL + .75 (1 + 0.14Sds)PL + .75 (.67 X EL) 1.16 DL + 0.90 PL + 0.50 EL DL per shelf= PL per shelf= EL= 34.7 Ibs 89.9 Ibs 49.8 lbs level wi hi wiXhi % Fi MiC Ibs) 1 35 0.25 8.7 0% 0.2 0.1 2 35 2.41 83.6 4% 2.2 5.3 3 35 4.3 149.1 8% 3.9 16.8 4 35 6.2 215.0 11% 5.6 34.8 5 35 7.66 265.6 14% 6.9 53.2 6 125 9.5 1183.0 62% 30.9 293.7 298 1904.8 100% 49.8 403.7 Mot= 404 •lbs Mr= 297.9 •lbs T= T max= Vmax= 53 Ibs 231 lbs per shelving unit/ 2 columns= 103.5 Ibs per shelving unit/4 columns= v^- 115 Ibs per column 26 lbs per column www.hilti.us Profis Anchor 2.4.6 Company: Specifier Address: Phone I Fax: E-Mail: Caruso Turley .Scott, Inc. 1215 W. Rio Salado Partway, #200 Tempe, AZ 85281 (480) 774-1700 | (480) 774-1701 Page: Project: Sub-Project I Pos. No.: Date; 3/18/2014 Specifier's comments: 11nput data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued 1 Valid: Proof: Stand-off installation: Profile: Base material: Reinforcement: Seismic loads {cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.ib] KwikBoltT2-CS3/8(2) hef = 2.000 in., hnom = 2.313 in. Cart)on Steel ESR-1917 5/1/2013 I 5/1/2015 design method ACI 318 / ACI 93 - (Recommended plate thickness: not calculated) no profile cracked concrete, 3000, fc' = 3000 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.3.3.6) Input data and results must be checked for agreement with the e»sting condrtions and for plausibilrtyj PROFIS Anchor {c) 2003-2009 HiIti AG, FL-9494 Schaan HiIti is a registered Trademark of Hitti AG. Schaan www.hilti.us Profis Anchor 2.4.6 Company: Camso Turley Scott, Inc. Page: 2 Specifier 1215 W. Rio Salado Parkway, #200 Project: Address: Tempe, AZ 85281 Sub-Project 1 Pos. No.: Phone I Fax: (480) 774-17001 (480) 774-1701 Date: 3/18/2014 E-Mail: (480) 774-17001 (480) 774-1701 2 Load case/Resulting anclior forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force 1 222 50 Shear force x Shear force y 50 max. concrete compressive strain: - [%o] max. concrete compressive stress: - [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load N„. [Ib] Capacity fN„ [Ib] Utilization bu = tijffin Status Steel Strength* Pullout Strength* Concrete Breakout Strength** * anchor having the highest loading 222 4875 222 485 222 514 *anchor group (anchors in tension) 5 46 44 OK OK OK 3.1 Steel Strength Nsa = ESR value Variables n 1 Calculations Nsa [lb] 6500 Results Nsa [lb] 6500 refer to ICC-ES ESR-1917 ACI 318-08 Eq. (D-1) Ase,N Dn.1 futatPSi] 0.05 125000 'steel ' Nsa [lb] 0.750 4875 Nua Pb] 222 3.2 Pullout Strength '2500 N, ^N, P.2500 fNpn,f.^N„a Variables 3000 Calculations ^2500 1.095 Results Non t [lb] referto ICC-ES ESR-1917 ACI 318-08 Eq. (D-1) N, lp.2500 1 2270 NuaPb] 2487 0.650 0.750 0.400 485 222 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 Hilf is a registered Trademarit of HiIti AG, Schaan I I IS v/ww.hilti.us Profis Anchor 2.4.6 Company: Specifier Address: Phone I Fax: E-Mail: Caoiso Turiey Scott, Inc. 1215 W. Rio Salado Parkway, #200 Tempe, AZ 85281 (480) 774-1700 | (480) 774-1701 Page: Project:. Sub-Project 1 Pos. No.: Date: y y N C.N cp,N Nb 3.3 Concrete Breakout Strength ANC see ACl 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANCO = 9 h^ ye. = (,,k)--° ' e*N0.7.0.3(^j.1.0 y ,^^MAxf^,^)^1.0 Nb =kc|-^h;i= Variables ^hefpn.] 2.000 Cac pn.] eci,N pn ] 0.000 kc ACI 318-08 Eq. (D-4) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACl 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACl 318-08 Eq. (D-13) ACl 318-08 Eq. (D-7) ec2,N pn.] 0.000 Ca.mln P"-] fc [psi] 1.000 3/18/2014 4.375 17 3000 Calculations ANC pn.^] ANCO pn.^] 'cp.N NbPb] 36.00 Results NcbPbl 2634 36.00 0.650 1.000 1.000 nonductila 0.750 0.400 1.000 ' Ncb Pb] 1.000 NuaPb] 2634 514 222 Input data and results must be checked for agreement with the existing conditions and fbr piausibilityl PROFIS Anchor {c) 2003-2009 Hiltl AG, R-9494 Schaan HiIti is a registered Tradema[1< of Hilti AG, Schaan www.hilti.us Profis Anchor 2.4.6 Company: Specifier Address: Phone I Fax: E-Mail: Canjso Turley Scott, Inc. 1215 W. Rio Salado Parkway, #200 Tempe, AZ 85281 (480) 774-1700 | (480) 774-1701 Page: Project: Sut3-Project I Pos. No.: Date: 3/18/2014 4 Shear load Load V„, [lb] Capacity fV„ [lb] Utilization bv = VJiV„ Status Steel Strength* Steel failure (wnth lever arm)* Pryout Strength** Concrete edge failure in direction" 50 N/A 50 N/A * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa.eq = ESR value fVsieei^Vua Variables n referto ICC-ES ESR-1917 ACI 318-08 Eq. (D-2) Ase,vpn.^] futa [psi] 1 Calculations VsaPb] 2255 Results Vsa [lb] 0.05 125000 steel 'Vsa [lb] 2255 0.650 1466 4.2 Pryout Strength ^'^ [(^) ^ ^ ^ •'•'l^'' f Vcp a Vua ANC see ACI 318-08, Part D.5.2.1, Rg. RD.5.2.1(b) ANCO = 9 hif Yec. y Nb =kclV4hi= VuaPb] 50 ACl 318-08 Eq. (D-30) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACl 318-08 Eq (D-9) ACl 318-08 Eq. (D-11) ACl 318-08 Eq (D-13) ACI 318-08 Eq (D-7) Variables hefpn.] eci,N pn.] ec2.N pn.] 1466 N/A 553 N/A Ca.mln P"-] 4 N/A 10 N/A OK N/A OK N/A 2.000 0.000 • 0.000 Cac pn.] Ic [psi] 1.000 4.375 17 3000 Calculations ANCPH.^] ANCO pn.^] 'ecl.N 'cp.N Nb Pb] 36.00 Results VcpPb] 2634 36.00 concrete 0.700 1.000 1.000 seismic 0.750 0.400 1.000 ^VcpPb] 553 1.000 VuaPb] 2634 50 Input data and results must be checked for agreement with the existing conditions and for piausibilityl PROFIS Anchor {o) 2003-2009 Hilti AG, R.-9494 Schaan HilH is a registered Trademark of Hilti AG, Schaan wvinv.hilti.us Profis Anchor 2.4.6 Company: Specifler Address: Phone I Fax: E-Mail: • Canjso Turiey Scott, Inc. 1215 W. Rio Salado Parkway, #200 Tempe,85281 (480) 774-1700 j (480) 774-1701 Page: 5 Project: Sub-Project I Pos. No.: Date: 3/18/2014 5 Combined tension and shear loads utilization bN.v [%] Stahjs 0.458 bNv = bu + t)v <= 1 0.090 5/3 30 OK 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re-distributions on the anchors due to elastic deformations ofthe anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Slrength and Pryout Strength. Refer to your local slandard. • Refer lo the manufacturer's product Itterature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant slandard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-08 Appendix D, Part D.3.3.4 that requires the governing design slrength of an anchor or group of anchors be limited by ductile slael failure. If this is NOT the case, Part D.3.3.5 requires that the attachment that the anchor is connecting lo the struciure shall be designed so tinal the attachment will undergo ductile yielding al a load level corresponding lo anchor forces no greaier than the controlling design strength. In lieu of D.3.3.4 and D.3.3.5, the minimum design strength of the anchors shall be multiplied by a reduction factor per D.3.3.6. An alternative anchor design approach lo ACl 318-08, Part b.3.3 is given in IBC 2009, Seciion 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "non-structural components" as deflned in ASCE 7, Section 13.4.2. An aitemative anchor design approach to ACI 318-08, Part D.3.3 is given in IBC 2009, Section 1908.1.9. This approach contains "Exceptions" that may be applied in lieu of D.3.3 for applications involving "wall out-of-plane forces" as defined in ASCE 7, Equation 12.11-1 or Equation 12.14-10. • 11 is the responsibility ofthe user when inputting values for brittle reduction factors (fnoniiuaiie) different than those noled in ACl 318-08, Part D.3.3.6 to determine if tiiey are consistent with the design provisions of ACl 318-08, ASCE 7 and the goveming building code. Selection of fnonduciiie = 1.0 as a means of satisfying ACl 318-08, Part D.3.3.5 assumes the user has designed the attachment lhal the anchor is connecting to undergo ductile yielding al a force level <= the design sti-engths calculated per ACI 318-08, Part D.3.3.3. Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for piausibilityl PROFIS Anchor (c) 2003-2009 Hilti AG. FL-9494 Schaan HilS is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.4.6 Company: Spedfier Address: Phone I Fax: E-Mail: Camso Turiey Scott, Inc. 1215 W. Rio Salado Parkway, #200 Tempe, AZ. 85281 (480) 774-1700 j (480) 774-1701 Page: Project: Sub-Project I Pos. No.: Date: 3/18/2014 7 Installation data Anchor plate, steel: - Profile: - Hole diameter in ttie fixture: Plate tiiickness (input): - Recommended plate thickness: - /Anchor type and diameter Kv^rik Bolt TZ - CS, 3/8 (2) installation torque: 300.000 in.ib Hole diameter in tiie base maierial: 0.375 in. Hole depth in the base material: 2.625 in. Minimum thickness ofttie base maierial: 4.000 in. Cleaning: Manual cleaning ofttie drilled hole according to instaictions for use is required. Coordinates Anchor in. Anchor x 1 0.000 0.000 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance wnth Hilti's technical directions and operating, mounting and assembly instructions, etc., ttial must be strictly complied with by the user All figures contained therein are average figures, and therefore use-speciflc tests are lo be conducted prior to using Uie relevant Hilti product. The results of the calculations carried oul by means of the 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 lo 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 lo compliance with applicable nomis and permits, prior to using them for your spedfic facility. The Software serves only as an aid lo interpret norms and permits without any guarantee as lo the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must lake 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 oul the updates of the Software offered by Hilti on a regular basis. Ifyou do not use ttie AutoUpdate fljnction of the Software, you must ensure that you are using tiie cun'ent and thus up-to-date version of the Softvrare in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duly by you. Input data and results must be checked for agreement with the existing conditions and for piausibilityl PROFIS /Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a rsgistered Trademark of Hilt' AG, Schaan Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Joint Coordinates and Temperatures 1 Nl 0 0 0 0 2 N2 0 .5 0 0 3 N3 0 2.42 0 0 4 N4 0 4.3 0 0 5 N5 0 6.16 0 0 6 N6 0 7.66 0 0 7 N7 0 9.5 0 0 8 N8 0 0 -2 0 9 N9 0 .5 -2 0 10 NIO 0 2.42 -2 0 11 Nil 0 4.3 -2 0 12 N12 0 6.16 -2 0 13 N13 • 0 7.66 -2 0 14 N14 0 9.5 -2 0 15 N15 6 0 0 0 16 N16 6 .5 0 0 17 N17 6 2.42 0 0 18 N18 6 4.3 0 -0 19 N19 6 6.16 0 0 20 N20 6 7.66 0 0 21 N21 6 9.5 0 0 22 N22 6 0 -2 0 23 N23 6 .5 -2 0 24 N24 6 2.42 -2 0 25 N25 6 4.3 -2 0 26 N26 6 6.16 -2 0 27 N27 6 7.66 -2 0 28 N28 6 9.5 -2 0^ Joint Boundary Conditions Joint Label Y [k/in] Z[k/in] X Rottk-fl/rad1 Y Rot.[k-ft/rad] Z Rotfk-ft/rad] Footing 2 4 Nl N8_ Reaction Reaction Reaction Reaction . R.eaction_ Reaction Reaction .ReactiorL Reaction N22 Reaction Reaction Reaction Member Primarv Data Label Ml I Joint J Joint K Joint Rotate(d Nl N2 Section/Sha. 17/8X1 71.. Column Type Design List Wide Flanqe Material A572 Gr.50 Design R.. Typical Typical M2 N2 N3 17/8X1 71.: Column Wide Flange A572 Gr.50 M3 N3 N4 17/8X1 71.. Column Wide Flanqe A572 Gr.5Q Typical M4 N4 N5 17/8X1 71.. Column Wide Flange A572 Gr.50 Typical M5 N5 N6 17/8X1 71... Column M6 N6 N7 17/8X1 7/;. Wide Flanqe Column Wide Flange A572 Gr.50 A572 Gr.50 Typical Typical M7 N8 N9 17/8X1 71. Column Wide Flanqe MS N9 NIO 17/8X1 71. Column Wide Flange A572 Gr.50 A572 Gr.50 Typical Typical 10 M9 N10 Nil MIO Nil N12 1 7/8 X 1 71.. 1 7/8X1 71.. Column Wide Flanqe Column Wide Flange A572 Gr.50 A572 Gr.50 Typical Typical 11 M11 N12 N13 17/8X1 71.. Column Wide Flanqe A572 Gr.50 Typical 12 M12 NT3 N14 1 7/8X17/... Column Wide Flange A572 Gr.50 Typical 13_ 14 15 16 MIS N15 N16 M14 N16 N17 1_7/8XJ[7L i 7/8 X 1 71. Column Wide Flanqe Column M15_ M16 N17 N1{ 17/8X1 71. Column Wide Flanqe Wide Flanqe N18 N19 17/8X1 71.. Column Wide Fiange A572 Gr.50 A572 A572 A572" Gr.50 Gr.5d (3r.50 Typical Typical Typical jfypical RiSA-3D Version 11.0.1 [T:\RAD\tillys tejon ranch\sheif.r3d] Page 1 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Member Primary Data (Continued) 17 .Label M17 I Joint J Joint K Joint Rotate(d N19 N20 Section/Sha... Type 17/8X1 71.. Column Design List Wide Flange Material Desiqn R.. A572 Gr.50 Typical 18 19 IVI18 M19 N20 N21 17/8X1 71.. Column N22 N23 17/8X1 71.. Column Wide Flange A572 Gr.50 Wide Flanqe Typical A572 Gr.50 Typical 20 21 M20_ M21 N23 N24 17/8X1 71.. Column N24 N25 17/8X1 71.. Column Wide Flanqe A572 Gr.50 Wide Flanqe A572 Gr.50 Typical Typical 22 M22^ N25 N26 17/8X1 71.. Column Wide Flanqe A572 Gr.50 Typical 23 M23 N26 N27 7/8 X 1 71.. Column Wide Flanqe A572 Gr.50 Typical 24 25 M24 M25 N27 N28 N2 N9 1_7/8X 1 7/.. 21.2xi"9/.'.' Column Beam Wide Flanqe Wide Flanqe A572 Gr.50 A572 Gr.50 Jy.picaL. typical 26_ 27 M26.. M27 N9 N23 N23 N16 21;2x1 9/... Beam 21.2x1 9/... Wide Flanqe A572 Gr.5Q Beam Wide Flanqe A572 Gr.50 Typical Typical 28 29 M28 M29 N16 N3 _N2 NIO 21.2x1 9/.. Beam 21.2x1 9/... Beam Wide Flanqe Wide Flanqe A572 A572 Gr.50 Gr.50 .TypicaL Typical 3.0 31 M30 M31 NIO N24 N24 N17 21.2x1 9/.. 21.2x1 9/.. Beam Beam Wide Flange A572 Gr.50 Wide Flanqe A572 Gr.50 Typical Typical 32 33' M32 M'33 N17 N4 _N3 Nil 21.2x19/.. 212 x~1 9L .Beam Beam Wide Flanqe Wide Flanqe A57_2 A572" Gr.50 Gr.50 Typical Typical 34 35 M34 M35 N11 N25 21.2x1 9/... Beam N25 N18 21.2x1 9/.. Beam Wide Flanqe Wide Flanqe A572 A572 Gr.50 Gr.50 Typjcal. Typical _36 37 M36 M37 N18 N4 2 1.2x1 9/.. Beam N5 N12 2 1.2x1 9/... Beam Wide Flange Wide Flanqe A572 Gr.50 A572 Gr.Sb Typical typical 38 39 M38 M39 N12 N26 2 1.2 X 1 9/.. Beam N26 N19 21.2x1 9/... Wide Flanqe A572 Gr.50 Beam Wide Flanqe A572 Gr.50 Typical Typical 40 41 _M4Q:. M41 N19 N5 21.2x1 9/.. Beam N6 N13 21.2x1 9/.. Beam Wide Flanqe A572 Gr.50 Wide Flanqe A572 Gr.50 ..lypicaL Typical 42 43 M42 M43 N13 N27 21.2x1 9/... Beam N27 N20 2 1.2x1 9/. Wide Flanqe A572 Gr.50 Beam Wide Flanqe A572 Gr.5Q Typical Typical 44 45 M44 M45 N20 N6 N7 N14 2 1.2x 1 9/.. 2I .2 X 1 9/.. Beam Beam Wide Flanqe Wide Flanqe A572 Gr.50 A572 Gr.50 Typical Typical 46 M46 N14 N28 21.2 x l 9/.. Beam Wide Flanqe A572 Gr.50 Typical 47 M47 N28 N21 21.2x1 9/., Beam Wide Flanqe A572 Gr.50 Typical 48 M48 N21 N7 21.2x1 9/... Beam Wide Flanqe A572 Gr.50 Typical Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravitv Joint Point Distribut... AreafMe.. Surface(.. 1 load case 1A None 12 2 load case 2A None 12 3 load case 3A Z None 24 4. load case 4A Z None 24 5 load case 1B None 12 6 load case 2B None 12 7 load case 3B Z None 24 8 load case 48 Z None 24 9 load case 3A X None 24 10 load case 4A X None 24 11 load case 3B X None... 24 12 load case 4B X None [ 24 Member Distributed Loads (BLC 1: load case 1A) Member Label Direction Start Ma_gnitude[lb/ft,F] End Maaniludetlb/ft,fl Start Localion[ft.%] End Location[ft.%] 1 M28 Y -2.5 -2.5 0 0 2 M26 Y -2.5 -2.5 .0 0 3 M32 Y -2.5 -2.5 0 0 4 M30 Y -2.5 -2.5 0 0 5 M36 Y -2.5 -2.5 0 0 R1SA-3D Version 11.0.1 |T:\RAD\tillys tejon ranch\shelf.r3d] Page 2 Company Maris, 2014 Designer 7:39 PM Job Number : Checked By: Member Distributed Loads (BLC 1: load case 1A) (Continued) Member Label Direction Start Maanituderib/fl.n End Maanituderib/ft.n Start Locationrft.%1 End Locationrft.%1 6 M34 Y -2.5 -2.5 0 0 7 M40 Y -2.5 -2.5 0 0 8 M38 Y -2.5 -2.5 0 0 9 M48 Y -2.5 -2.5 0 0 10 M46 Y -2.5 -2.5 0 0 11 M44 Y -2,5 -2.5 0 0 12 M42 Y -2.5 -2.5 0 0 Member Distributed Loads (BLC 2: load case 2A) Member Label Direction start Maanltude[Ib/ft.F] End Maqnitude[lb/ft.Fl start Locationrfl.%] End Location[ft.%l 1 M28 Y -11 -11 0 0 2 M26 Y -i'l -11 0 0 3 M32 Y -11 -11 0 0 4 M30 Y . -11 -11 0 0 5 IV136 Y -11 -11 0 0 6 M34 Y -11 -11 0 d 7 M40 Y -11 -11 0 0 8 M38 Y -11 -11 0 0 . 9 10 M44 M42 Y Y -11 -il -11 -11 i oi'o 0 0 11 M48 Y -11 -11 0 0 12 IVI46 Y -11 -11 0 0 Member Distributed Loads (BLC 3. load case 3A Z) Member Label Direction start Maanituderib/ft.F| End Maqnitudeflb/ft.fT start Location[ft.%] End Location[ft.%] 1 M28 Y -3.7 -3.7 0 0 2 : M26 Y -3.7 -3.7 0 0 3 M32 Y -3.7 - -3.7 0 0 4 M30 Y -3:7 -3.7 0 0 5 M36 Y -3.7 -3.7 0 0 6 M34 Y -3.7 -3.7 0 0 7 M40 Y -3.7 -3.7 0 0 8 M38 Y -3.7 -3.7 0 0 9 M44 Y -3.7 -3.7 0 0 10 M42 Y--3.7 -3.7 0 0 11 M48 Y -3.7 -3.7 0 0 12 M46 Y -3.7 -3,7 0 0 13 M28 Z .08 .08 0 0 14 M26 Z .08. .08 0 •• 0 15 M32 Z .7 .7 0 0 16 M30 Z .7 .7 0 0 17 M36 z 1.23 1.23 0 0 18 M34 z 1.23 1.23 0 0 19 M40 z 1.8 1.8 0 0 20 M38 z 1.8 1.8 0 0 21 M44 z 2.2 2.2 0 0 22 M42 z 2.2 2.2 0 0 23 M48 z 2.7 2.7 0 0 24 M46 z 2.7 . 2.7 0 0 Member Distributed Loads (BLC 4: load case 4A Z) Member Label M28 Di.rectipn._ Start Magnltudepb/ft.F] End Magnitude[lb/fl.F| M26 M32 Y Y Y -10.4 -10.4 -10.4 -10.4 -10.4 -10.4 Start Localion[ft.%]. 0 EDd_LocatioD[ft.%l_ L. _ 0 0 b M30 -10.4 -10.4 0 RISA-3D Version 11.0.1 |T:\RAD\tillys tejon ranch\shelf.r3d] Page 3 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Member Distributed Loads (BLC 4: load case 4A Z) (Continued) Member Label Direction Start Magnitude[Ib/ft.F] End Magnilude[lb/fLF| Start Locationfft.%] End Location[ft,%1 5 M36 Y -10.4 -10.4 0 0 6 M34 Y -10.4 -10.4 0 0 7 M40 Y -10.4 -10.4 0 0 8 M38 Y -10.4 -10.4 0 0 9 M44 Y -10.4 -10.4 0 0 10 M42 Y -10.4 . -10.4 0 0 11 M48 Y -10.4 -10.4 0 0 12 13 M46 Y Z -10.4 -10.4 0 0 b 12 13 M28 Y Z .08 .08 0 0 b 14 M26 z • .08 .08 0 0 15 M32 Z .7 .7 0 0 16 MSO z z .7 .7 0 0 17 M36 z z 1.23 1.23 0 0 18 M34 z 1.23 1.23 0 0 19 M40 z 1.8 1;8 0 0 20 21 : . M38 M44 z z 1.8 2.2 18 0 0 0 20 21 : . M38 M44 z z 1.8 2.2 2.2 0 0 0 22 M42 z 2.2 2.2 0 0 23 M48 z 2.7 2.7 0 0 24 M46 z 2.7 2.7 0 0 Member Distributed Loads (BLC 5. • load case 1B) Member Label • Direction start MagnitudefIb/ft.Fl End Magnitude[lb/ft.F] start Locationfft.%1 End Locatlon[ft.%] 1 M28 Y -2.5 -2.5 0 0 2 M26 Y -2.5 -2.5 0 0 3 M32 Y -2.5 -2.5 0 0 4 M30 Y -2.5 -2.5 0 0 0 0 5 M36 Y -2.5 -2.5 0 0 0 0 6 M34 Y -2.5 -2.5 0 0 7 M40 Y -2.5 -2.5 0 0 1 • M38 Y -2.5 -2.5 0 0 b 1 • M44 Y -2.5 -2.5 0 0 b 10 M42 Y -2.5 -2.5 0 0 11 M48 Y -2.5 -2.5 0 0 12 M46 Y .-2.5_....___ -2.5 0 J 0 Member Distributed Loads (BLC 6. • load case 26) Member Label Direction start Maaniludeflb/ft.Fl End Magnitude[lb/fLF] Start Location[fl.%] End Locationfft.%] 1 M28 Y -2.5 -2.5 0 0 2 M26 Y Y -2.5 -2.5 0 0 3 M32 Y Y -2.5 -2.5 0 0 4 5 M30 Y Y -2.5 -2.5 -2.5 0 0 0 b 4 5 M36 Y Y -2.5 -2.5 -2.5 0 0 0 b 6 M34 Y -2.5 -2.5 0 0 7 M40 Y -2.5 -2.5 0 0 8 9 M38 Y Y -2.5 -2.5 -2;5 0 0 8 9 M44 Y Y -2.5 -2.5 -2.5 0 0 10 M42 Y -2.5 -2.5 0 0 0 11 M48 Y -10.8 -10.8 0 0 0 12 M46 Y -10.8 -10.8 0 :,.p..,: Member Distributed Loads (BLC 7 • load case 3B Z) Member Label Direction start Maaniluderib/ft.n End Maanitudenb/ft,n Start Location[ft.%] End Loc:ation[ft,%] i M28 Y -1.1 -1.1 0 b 2 M26 Y -1.1 -1.1 0 0 3 M32 Y" -1.1 -1.1 0 0 RISA-3D Version 11.0.1 [T:\RAD\tillys tejon ranch\shelf.r3d] Page 4 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Member Distributed Loads (BLC 7: load case 3B Z) (Continued) Member Label Direction Start Maan-|ludeTlb/ft,F1 End Maanituderib/ft.n start Locationfft.%1 End Locationlft.%1 4 M30 Y -1.1 -1.1 0 0 5 M36 Y -11 -1.1 0 0 6 M34 Y -1.1 -1.1 0 .0 7 M40 Y -11 -1.1 0 0 8 IV138 Y -11 . -1.1 0 0 9 M44 Y -1.1 -1.1 0 0 10 M42 Y -1.1 -1.1 0 0 11 M48 Y -3.7 -3.7 0 0 12 . M46 Y -3.7 -3.7 0 0 13 M28 z .02 .02 0 0 14 M26 Z .02 .02 0 0 15 M32 Z .2 .2 0 0 16 M30 z .2 .2 0 0 17 M36 z .35 ,35 0 0 18 M34 z .35 .35 .0 0 19 M40 z • .5 :5 0 0 20 M38 z .5 .5: 0 0 21 M44 z .63 .63 0 0 22 M42 z .63 .63 0 0 23 M48 z 2.1 2.5 0 0 24 M46 z 2.5 : 2.5 0 0 Member Distributed Loads (BLC 8 . • load case 4B Z) Member Label Direction start Maonlludeflb/fl.Fl End Maqnitude[lb/ft.F] start Location[ft.%] End Locationfft,%] 1 M28 Y -3 -3 0 0 2 M26 Y -3 -3 0 0 3 M32 Y -3 -3 0 0 4 M30 Y -3 -3 0 0 5 M36 Y -3 -3 0 0 6 M34 Y -3 -3 0 0 7 M40 Y -3 -3 0 0 8 M38 . Y -3 -3 0 b 9 M44 Y -3 -3 0 0 10 M42 Y -3 -3 0 0 11 M48 Y -10.4 -10.4 0 0 12 M46 Y -10.4 -10.4 0 0 13 M28 z .02 .02 0 0 14 M26 Z .02 .02 0 0 15 M32 z .2 .2 0 0 16 M30 z .2 .2 0 0 17 M36 z .33 .33 0 0 18 M34 z .33 .33. 0 0 19 M40 z .5 .5 0 0 20 M38 z .5 ,5 0 0 21 M44 z .6 .6 0 0 22 M42 z .6 .6 0 0 23 M48 z 2.6 2.6 0 0 24 M46 z 2;6 2.6 b 0 Member Distributed Loads (BLC 9 : load case 3A X) 1 2 Member Label M28 M26 Direction ___Y_ _ Y ... Sta.r1..M.agnitiide[lb/ft.Fl -3.7 -3.7 End Magnitude[lb/fl.F] -3.7 -3.7 Start Locationfft.%] 0 End Loc:ation[ft,%l b 3 4 5_ 6 M32 M30 Y Y -3.7 -3.7 M36_ M34 Y__ Y -3J -3.7 -3J -3,1 -3.7 -3.7 0. 0 0 _0 b 0 RISA-3D Version 11.0.1 [T:\RAD\tillys tejon ranch\shelf.r3d] Page 5 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Member Distributed Loads (BLC 9: load case 3A X) (Continued) Member Label Direction start Maanitudenb/ft.R End MaqnittJdeJIb/ftfl start Location[ft.%I End LDcation[ftJ'/ol 7 M40 Y -3.7 -3.7 0 0 8 M38 Y -3.7 : -3.7 0 0 9 M44 Y -3.7 -3.7 0 0 10 M42 L Y -3.7 -3.7 0 L 0 ' 11 M48 ^ Y -3.7 -3.7 0 b 12 M46 Y -3.7 -3.7 0 0 13 M28 X .08 .08 0 0 14 M26 X .08 .08 0 0 15 M32 X .7 .7 0 0 .16 MSO X .7 .7 0 0 17 M36 X 1.23 1.23 0 0 18 M34 X 1.23 123 0 0 19 M40 X 1.8 1.8 0 0 20 M38: X 1.8 ' 1.8 0 0 21 M44 X 2.2 2.2 0 0 22 M42: X 2.2 2.2 0 0 23 M48 X 2.7 2.7 0 0 24 M46. X 2.7 2.7 0 0 Member Distributed Loads (BLC 10: load case 4A X) Member Label Direction start Magnitude[lb/ft.Fl End Magnitudeflb/ft.Fl Start Locationfft.%1 End Locationtft.%] 1 M28 Y -10.4 -10.4 0 0 2 . M26 Y -10.4 -10.4 0 0 3 M32 Y -10.4 -10.4 b 0 4 M30 Y -10.4 -10.4 0 0 5 M36 Y -10.4 -10.4 0 0 6 M34 Y -10.4 -10.4 0 0 7 M40 Y -10.4 -10.4 0 0 8 M38 Y -10.4 -10.4 0 0 9 M44 Y -10.4 -10.4 0 0 10 M42 Y -10.4 -10.4 0 0 11 M48 Y -ib.4 -10.4 0 0 12 IVI46 Y -10.4 -10.4 0 0 13 ms X .08 .08 0 0 14 M26 .. _x .08 .08 0 0 15" M32 X .7 .7 0 b 16 M30 X .7 .7 0 0 17 IVI36 X 1.23 1.23 0 0 .18 M34 X 1.23 123 0 0 19 M40 X 1.8 1.8 0 b 20 M38 X 1.8 1.8 0 0 21 M44 X 2.2 2.2 0 0 22 M42 ; .X_ 2.2 2.2 0 0 23 M48 X 2.7 2.7 b b 24 M46 X 2.7 2.7 .o_._ _._ o..._ Member Distributed Loads (BLC 11 ; load case 3B X) Member Label Direction start Magnitude[lb/ft£I End Magnitude[lb/ft.F] start Locationfft.%] End Locationfft.%) 1 M2Q Y -1.1 -1.1 0 0 2 M26 Y -11 -11 0 0 3 M32" Y -1.1 -1.1 0 b 4 MSO Y -1.1 -1.1 0 0 5 M36 Y -1.1 -1.1 0 0 6 M34 Y -1.1 -1.1 0 0 7 M40 7 -11 -1.1 0 0 8 MSB Y -11. -11 _.. 0 0 9 M44 Y -^IJ _ b b RISA-3D Version 11.0.1 |T:\RAD\tillys tejon ranch\shelf.r3d] Page 6 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Member Distributed Loads (BLC 11: load case 3B X) (Continued) Member Label Direction start Maanituderib/fl.R End Maanituderib/ft.Fl Start Locationrft.%1 End Locati-onrfl.%1 10 M42 . Y -1.1 -1.1 0 0 : 11 M48 Y -3.7 -3.7 0 0 12 M46 Y -3.7 -3.7 • 0 0 13 M28 X .02 .02 0 0 14 M26 : X .02 .02 0 0 • 15 M32 X .2 .2 0 0 16 MSO X .2 .2 0 0 17 M36 X .35 .35 0 0 18 M34 X .35 .35 0 0 19 M40 X .5 .5 0 0 20 M38 X .5 .5 0 0 21 M44 X .63 .63 0 0 22 . M42 X .63 .63 0 0 23 M48 X 2.1 2.5 0 0 24 M46 X 2.5 2.5 0 0 Member Distributed Loads (BLC 12 : load case 4B X) Member Label Direction Start Magnilude[!b/ft,F] End Magnitudeflb/ft.F] Start Location[ft,%] End Locationfft,%] 1 2 M28 M26 Y Y -3 -3 -3 -3 0 b 0 0 3 M32 Y -3 -3 0 0 4 M30 Y -3 -3 0 0 5 M36 Y -S -S 0 0 6 "M34 Y -3 -3 0 b 7 M40 Y -3 -3 0 0 8 MSS Y -S -3 0 0 9 M44 Y -3 -3 0 0 10 M42 Y -3 -3 0 0 11 M48 Y -10.4 -10.4 0 0 12 M46 Y -10.4 -10.4 0 0 13 M28 X .02 .02 0 0 14 M26 X .02 .02 0 b 15 MS2 X .2 .2 0 0 16 MSO X .2 .2 0 0 17 MS6 X .33 .33 0 0 18 M34 X .33 .33 0 0 19 M40 X .5 .5 0 0 20 MSS X .5 .5 0 0 21 M44 . X_ . .. ._ .6 .6 0 0 22 M42 X .6 .6 0 b 23 M48 .X 2.6 2.6 0 0 24 M46 X 2.6 2.6 0 0 Load Combinations Description Solve PD. load case IA Yes .SR.. Y BLC 1 FactorB_LC FactorBLC 1 FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 2 3 - load case 2A load case SA Z Yes Yes 4 5 . load case 4A Z load case 1B Yes Yes 6 7 ioad case2B load case SB Z Ye_s Yes 8 9 load .case 4.B,Z load case 3A X Yes Yes 10 11 load .case 4A._X. load case 3B X Yes Yes 10 li RISA-3D Version 11.0.1 |T:\RAD\tillys tejon ranch\shelf.rSd] Page 7 Company r^esigner Job Number Mar 18, 2014 7:39 PM Checd<ed By:_ ^1 Load Combinations (Continued) Description Solve PD.. SR...BLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC FactorBLC Factor 12 load case 48 X I Yes I Y 12 I 1 Envelope Joint Reactions Joint Xfkl LC Yfkl LC -ZLK] LC MX fk-ftl LC MY fk-ftl LC MZ [k-ft] LC 1 Nl max .036 2 .369 4 .007 10 0 1 0 1 0 1 2 ...niin.. .003 11 .01 11 -.025 3 0 1 0 1 0 1 3 N8 max .037 2 .222 10 .008 9 0 0 1 0 1 4 min 0 11 -.115 3 -.027 4 0 1 0 1 0 1 5" N15 max -.001 11 .374 4 0 2 0 1 0 1 0 1 6 .niln -.037 2 .046 11 -.026 3 0 1 0 1 0 1 7 max -.003 7 .195 2 0 1 b 1 b .... b i" 8 min -.036 2 -.117 3 -.027 4 0 . 1 0 1 0 1 9 Totals: max 0 3 .792 2 0 2 10 min -.001 11 . .11 J JL... .....-,105 -3... Envelope Joint Displacements Joint Xfinl LC Yfinl LC Zfin] LC X Rotation... LC Y Rotation... LC Z Rotation f.. LC 1 Nl max 0 11 0 11 0 3 1.26e-3 4 1.75Se-4 9 3.644e-4 10 2 min 0 2 0 4 0 10 -2.213e-4 9 -8.808e-4 4 1.279e-5 6 3 N2 max 0 2 0 11 .007 4 6.801 e-4 4 1.753e-4 9 2.096e-4 9 4 min -.002 9 0 4 -.001 9 -2:4066-4 9 -8.808e-4 4 -3.886e-4 4 5 NS max .002 2 0 11 .048 4 8.47e-4 4 -7.256e-6 6 1.968e-4 9 6 min -.011 3 -.001 4 -.01 9 -3.S42e-4 9 -lOSe-3 4 -5.238e^ 2 7 N4 max .003 2 0 11 .089 4 8.176e-4 4 1.11Se-4 2 1.167e-4 9 8 min -.021 3 -.002 4 -.018 9 -S.S89e-4 9 -9.794e-4 3 -5.12e-4 2 9 N5 max .005 2 0 11 .125 4 6.874e-4 4 2.697e~4 2 4.228e-5 11 10 min -.029 3 -.003 4 -.025 9 -2.93Se-4 9 -1.4176-3 9 -4.765e-4 2 11 N6 max .006 2 0 11 .145 4 5.677e-4 4 3.7866-4 2 8.821 e-5 12 12 min -.031 3 -.003 4 -.029 9 -2.265e-4 9 -1.681 e-3 9 -4.0526-4 4 13 N7 max .008 2 0 11 .168 4 3.958e-4 4 3.792e-4 2 -2.179e-4 1 14 min -.033 3 -.003 4 -.031 9 -1.925e-4 9 -1.866e-3 9 -lOlle-S 8 15 N8 max 0 11 0 3 0 4 1.26e-3 4 2.2946-4 10 3.222e-4 4 16 min 0 2 0 10 0 9 -2.469e-4 9 -7.067e^ 3 -3.0616-4 9 . 17 N9 max .002 9 0 3 .007 4 6.7S4e-4 4 2.294e-4 10 -3.196e-5 7 18 min 0 4 0 10 -.001 9 -1.849e-4 10 -7.067e-4 3 -4.999e4 10 19 NIO max .01 9 0 3 .048 4 8.55e-4 3 S.248e-4 2 -1.511 e-5 7 20 min -.014 4 0 10 -.01 9 -2.S89e-4 10 -9.484e^ 3 -5.64e-4 10 21 Nil max .018 9 0 3 .089 4 8.2S5e-4 3 4.5S5e-4 2 -1.49e-5 7 22 min -.025 4 -.001 10 -.018 9 -2.S48e-4 10 -9.8546-4 9 -4.996e-4 10 23 N12 max .024 9 0 3 .125 4 6.9G4e-4 S 5.85e-^ 2 -2.685e-5 7 24 min -.035 4 -.002 10 -.025 9 -2.103e-4 10 -1.4566-3 9 -4.013e-4 10 25 NIS max .027 9 0 3 .145 4 5.749e-4 4 6.22e-4 2 6.271 e-5 6 26 min -.04 4 -.002 10 -.029 9 -1.469e-4 9 -1.701 e-3 9 -2.877e-4 2 27 N14 max .027 9 0 3 .168 4 3.835e-4 3 1.0916-3 2 -1.7246-4 9 28 min -.044 4 -.002 10 : -.031 9 -1.99e-4 10 -1.7386-3 9 -9.994e-4 6 29 N15 max 0 2 0 11 0 3 8.9S7e-4 3 8.817e-4 4 3.0616-4 9 30 min 0 11 0 4 0 2 -2.819e-4 2 2.944e-5 6 -1.5276-4 2 31 N16 max 0 2 0 11 .005 3 6.8e-4 4 8.8176-4 4 4.999e-4 10 32 min -.002 9 0 4 -.001 2 8.542e-7 6 2.9446-5 6 2.862e-5 7 33 N17 max .002 2 0 11 .04 3 9.0896-4 4 1.369e-3 4 5.64e-4 10 34 min -.011 3 -.001 4 -.007 2 8.2816-6 1 ^.196e-4 9 7.218e-5 7 35 N18 max .003 2 0 11 .073 3 8.673e-4 4 1.4946-3 4 4.996e-4 10 36 min -.021 3 -.002 4 -.013 2 4.95e-6 6 -9.8546-4 9 6.31 Se-5 7 37 N19 max .005 2 0 11 .101 3 7.274e-4 4 1.526e-3 4 4.013e-4 10 38 min -.029 3 -.003 4 -.018 2 5.991 e-6 1 -1.4566-3 9 5.7986-5 7 RiSA-3D Version 110.1 [T:\RAD\tillys tejon ranch\shelf.r3d] Page 8 Company Maris, 2014 Designer 7:39 PM Job Number Checked By: Envelope Joint Displacements (Continued) Joint Xpn] LC Ypnl LC ZjDl—, LC X Rotation... LC Y Rotation... LC Z Rotation f.. LC 39 N20 -max .006 2 0 11 .116 3 5.452e-4 3 1.437e-3 4 2.877e-4 2 40 min -.031 3 -.003 4 -.022 2 -7.56Se-5 6 -1701 e-3 9 -6.271 e-5 6 41 N21 max .008 2 0 1 .129 3 5.1836-4 4 1.797e-3 4 1.003e-3 8 .42 min -.033 3 -.003 4 . -.03 2 2.376e-5 1 -1738e-3 9 1.7246-4 9 43 N22 max 0 2 0 3 0 4 9.044e-4 3 7.249e-4 3 1.62e-4 3 44 min 0 7 0 2 0 1 -2.733e-4 2 -1.202e-4 2 -3.644e-4 10 45 N2S max .002 9 0 3 .005 3 6.511e-4 3 7.249e-4 3 3.791 e-4 2 46 min -.001 4 0 2 -.001 2 -2.018e-5 2 -1.202e-4 2 -2.0966-4 9 47 N24 max .01 9 0 3 .04 3 8.296e-4 3 9.763e-4 3 5.2S8e-4 2 48 min -.014 4 0 2 -.007 2 -1.1e-5 2 -3.591 e-4 10 -1.968e-4 9 49 N25 max .018 9 0 3 .073 3 7.976e-4 3 1.114e-S 4 5.12e-4 2 50 min -.025 4 -.001 2 -.013 2 -1.S69e-5 2 -9.088e-4 9 -1.184e-4 11 51 N26 max .024 9 0 3 .101 3 6.69e-4 3 1.193e-3 4 4.765e-4 2 52 min -.035 4 -.002 2 -.018. 2 -1.S27e-5 2 -1.417e-S 9 -8.227e-5 11 53 N27 max .027 9 0 3 .116 3 5.183e-4 3 1.198e-3 4 4.029e-4 2 54 min -.04 4 -.002 2 -.022 2 -5.857e-5 6 -1.681e-S 9 -1.093e-4 11 55 N28 max .027 9 0 3 .129 3 3.895e-4 3 llSle-S 4 1.004e-3 6 56 min -.044 4 -.002 2 -.03 2 -4.529e-6 2 -1.866e-3 9 2.179e-4 1 Envelope Member Section Forces Member Sec Axialfkl LC y Shearfk] LC z Shearfk] LC Torquefk-fl] LC v-y Momen.. LC Z-Z Momen.. LC 1 Ml .1. max. .369 4 -.003 11 .007 10 0 1 0 1 0 1 2 min .01 li" -.036 2 -.026 3 0 1 0 i 0 1 3 2 max .369 4 -.003 11 .007 10 0 1 0 11 .004 10 4 min .01 11 -.036 2 -.025 3 0 1 -.005 4 -.001 3 5 _3._ max .369 4 -.003 11 .007 10 0 1 0 11 .007 10 6 min .01 11 -.036 2 -.026 3 0 1 -.011 4 -.002 3 7 4 max .369 4 -.003 11 .007 10 0 1 0 11 .011 10 8 min .01 11 -.036 2 -.026 3 0 1 -.016 4 -.003 3 9 .__5._ max .369 4 -.003 11 .007 10 0 1 0 11 .015 10 10 min .01 11 -.036 2 -.026 3 0 1 -.021 4 -.004 3 11 M2 1 max .298 4 -.002 7 .009 10 0 9 .027 4 .016 3 12 min .011 11 -.018 10 -.026 4 0 2 0 11 -.018 10 13 _2_. max. .298 4 -.002 7 .009 10 0 9 .013 4 .009 3 14 min .011 11 -.018 10 -.026 4 0 2 0 11 -.009 10 15 3 max .298 4 -.002 7 .009 10 0 9 0 3 .003 4 16 min .011 11 -.018 10 -.026 4 0 2 0 10 0 9 17 __4.-max .298 4 -.002 7 .009 10 0 9 0 11 .009 10 18 min .011 11 -.018 10 -.026 4 L 0 2 -.013 4 -.005 3 19 5 max .298 4 -.002 7 .009 10 0 9 0 11 .018 10 20 min .011 11 -.018 10 -.026 4 . b 2 -.026 4 -.012 3 21 M3______ _.1 _ ID.a.x. .221 4 -.002 7 .008 10 0 9 .026 4 .011 3 22 min .013 11 -.02 10 -.024 3 0 2 0 11 -.017 10 23 2 max .221 4 -.002 7 .008 10 0 9 .013 4 .005 3 24 min .013 11 -.02 10 -.024 3 0 2 0 11 -.008 10 25 3 .rnax .221 4 -.002 7 .008 10 0 9 0 2 0 9 26 min .bl3 il -.02 10 -.024 3 b 2 0 9 0 4 27 _4_.. max .221 4 -.002 7 .008 10 0 9 0 11 .01 10 28 min .013 11 -.02 10 -.024 3 b 2 -.013 4 -.006 3 29 ...5_. rnax .221 4 -.002 7 .008 10 0 9 0 11 .019 10 30 jnin. .ois 11 -.02 10 -.024 3 0 2 -.026 4 -.012 3 si ~."~.M4 TZ 'l~ max .15 4 -.002 7 .006 10 0 9 .022 4 .008 3 32 min .014 11 -.02 10 -.02 3 0 4 0 11 -.016 ib SS .2. max .15 4 -.002 7-.006 10 0 9 .011 4 .003 3 34 min. .014 11 -.02 10 -.02 3 0 4 b ii -.007 10 35 "s max .15 _.4. -.002 7 .006 io 0 9_. 0 2 .002 9 RISA-3D Version 11.0.1 [T:\RAD\tillys tejon ranch\shelf.r3d] Page 9 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Envelope Member Section Forces (Continued) 36 min .014 11 -.02 10 -.02 3 0 4 0 3 -.001 4 37 4 max .15 4 -.002 7 .006 10 0 9 0 11 .01 10 38 min .014 11 -.02 10 -.02 3 0 4 -.012 4 -.006 3 39 5 max .15 4 -.002 7 .006 10 0 9 0 11 .019 10 40 min .014 11 -.02 10 -.02 3 0 4 -.023 4 -.01 3 41 M5 1 max .089 4 -.002 7 .004 10 0 9 .018 4 .003 7 42 min .014 11 -.023 10 -.014 S 0 4 .001 11 -.013 10 43 2 max .089 4 -.002 7 .004 10 0 9 .009 4 .001 7 44 min .014 11 -.023 10 -.014 3 0 4 0 11 -.006 2 45 3 max .089 4 -.002 7 .004 10 0 9 0 6 .002 9 46 min .014 11 -.023 10 -.014 3 0 4 0 3 -.002 4 47 4 max .089 4 -.002 7 .004 10 0 9 0 6 .009 10 48 min .014 11 -.023 10 -.014 3 0 4 -.009 4 -.004 3 49 5 max .089 4 -.002 7 .004 10 0 9 0 6 .016 10 50 -min .014 11 -.023 10 -.014 3 0 4 -.018 4 -.005 3 51 M6 1 max .037 4 -.005 1 .003 10 0 8 .017 4 .003 7 52 min .007 1 -.024 10 -.007. 3 0 4 .003 1 -.011 10 53 2 max .037 4 -.005 1 .003 10 0 8 .008 4 .005 8 54 min .007 1 -.024 10 -.007 S 0 4 .001 1 -.002 10 55 3 max .037 4 -.005 1 .003 10 0 8 0 1 .009 12 56 min .007 1 -.024 10 -.007 3 0 4 -.003 12 0 3 57 4 max .037 4 -.005 1 .003 10 0 8 -.002 1 .017 12 58 min .007 1 -.024 10 -.007 3 0 4 -.011 4 .001 3 59 5 max .037 4 -.005 1 .003 10 0 8 -.003 1 .024 12 60 min .007 1 -.024 10 -.007 3 0 4 -.02 4 .002 3 61 M7 1 max .222 10 0 11 .009 9 0 1 0 1 0 1 62 min -.115 3 -.037 2 -.027 4 0 1 0 1 0 1 63 2 max .222 10 0 11 .009 9 0 1 0 11 .003 10 64 min -.115 3 -.037 2 -.027 4 0 1 -.005 4 -.001 3 65 3 max .222 10 0 11 .009 9 0 1 0 11 .006 10 66 min -.115 3 -.037 2 -.027 4 0 . 1 -.011 4 -.003 3 67 4 max .222 10 0 11 .009 9 0 1 0 11 .009 10 68 min -.115 3 -.037 2 -.027 4 0 1 -.016 4 -.004 3 69 5 max .222 10 0 11 .009 9 0 1 .001 11 .013 10 70 min -.115 3 -.037 2 -.027 4 0 1 -.021 4 -.006 3 71 M8 1 max .181 10 0 11 .006 9 0 9 .027 4 .017 3 72 min -.086 3 -.014 2 -.027 4 0 2 -.003 9 -.011 10 73 2 max .181 10 0 11 .006 9 0 9 .013 4 .009 3 74 min -.086 3 -.014 2 -.027 4 0 2 -.002 9 -.005 10 75 3 max .181 10 0 11 .006 9 0 9 0 3 .002 4 76 min -.086 3 -.014 2 : -.027 4 0 2 0 2. 0 9 77 4 max .181 10 0 11 .006 9 0 9 .002 9 .006 2 78 min -.086 3 -.014 2 -.027 4 0 2 -.013 4 -.006 3 79 5 max .181 10 0 11 .006 9 0 9 .003 9 .011 10 80 min -.086 3 -.014 2 -.027 4 0 2 -.026 4 -.014 3 81 M9 1 max .14 10 0 11 .005 9 0 9 .026 4 .013 3 82 min -.052 S -.016 2 -.024 4 0. 2 -.003 9 -.011 10 83 2 max .14 10 0 11 .005 9 0 9 .013 4 .006 3 84 min -.052 3 -.016 2 -.024 4 0 2 -.001 9 -.006 10 85 3 max .14 10 0 11 .005 9 0 9 0 10 0 7 86 min -.052 3 -.016 2 -.024 4 0 2 0 3 0 10 87 4 max .14 10 0 11 .005 9 0 9 .002 9 .005 2 88 min -.052 3 -.016 2 -.024 4 0 2 -.013 4 -.007 3 89 5 max .14 10 0 11 .005 9 0 9 .003 9 .01 2 90 min -.052 3 -.016 2 -.024 4 0 2 -.026 4 -.014 3 91 MIO 1 max .101 10 0 11 .004 9 0 9 .022 4 .009 3 L92 JOlfL -.023 3 -.016 2 P^.021 4 0 4 -.002 9 I -.011 2 RISA-3D Version 11.0.1 [T:\RAD\tillys tejon ranch\shelf.r3d] Page 10 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ ^1 Envelope Member Section Forces (Continued) Member Sec Axialfk] LC v Sheartk] LC z Shearfk] LC Torquefk-fl] LC v-v Momen.. LC Z-Z Momen.. LC 93 2 max .101 10 0 11 .004 9 0 9 .011 4 .004 3 94 min -.023 3 -.016 2 -.021 4 0 4. . 0 11 -.005 : 2 95 3 max .101 10 0 11 .004 9 0 9 0 10 0 12 96 min -.023 3 -.016 2 -.021 4 0 4 0 3 -.001 4 97 4 max .101 10 0 11 .004 9 0 9 .001 9 .005 2 98 min -.023 3 -.016 2 -.021 4 0 4 -.012 4 -.007 S 99" 5 max .101 10 0 11 .004 9 0 9 .003 9 .01 2 100 min -.023 3 -.016 2 -.021 4 0 4 -.023 4 -.012 3 101 Mil 1 max .066 2 .002 11 .003 9 0 12 .017 4 .004 7 102 min -;oo6 7 -.02 2 -.015 4 0 4 -.002 11 -.011 2 103 2 max .066 2 .002 11 .003 9 0 12 .009 4 .002 7 104 min -.006 7 -.02 2 -.015 4 0 4 0 11 -.006 2 105 3 max .066 2 .002 11 .003 9 0 12 0 6 0 11 106 min -.006 7 -.02. 2 -.015 4 0 4 0 3 -.002 4 107 4 max .066 2 .002 11 .003 9 0 12 .001 11 .005 2 108 min -.006 7 -.02 2 -.015 • 4 0 4 -.009 4 -.004 3 109 5 max .066 2 .002 11 .003 9 0 12 .002 11 .01 2 110 min -.006 7 -.02 2 -.015 4 0 4 -.018 4 -.007 3 111 M12 1 max .036 6 -.002 11 0 9 0 7 .017 4 .004 7 112 min .003 3 -.022 2 -.009 . 4 0 6 0 11 -.009 2 113 2 max .036 6 -.002 11 0 9 0 7 .007 4 .005 8 114 min .003 3 -.022 2 -.009 4 0 6 0 11 -.002 2 115 3 max .036 6 -.002 11 0 9 0 7 0 9 .008 6 116 min .003 3 -.022 2 -.009 4 0 6 -.003 6 . 0 S 117 4 max .036 6 -.002 11 0 9 0 7 -.001 9 .013 6 118 min .003 3 -.022 2 -.009 4 0 6 -.011 4 0 3 119 5 max .036 6 -.002 11 0 9 0 7 -.002 11 .018 6 120 min .003 3 -.022; 2 -.009 4 0 6 -.021 4 -.002 3 121 MIS 1 max .374 4 .037 2 0 2 0 1 0 1 0 1 122 min .046 11 .001 11 -.026 3. 0 1 . 0 1 0 1 123 2 max .374 4 .037 2 0 2 0 1 .003 2 0 11 124 min .046 11 .001 11 -.026 3 0 i -.001 3 -.005 4 125 3 max .374 4 .037 2 0 2 0 1 .007 2 0 11 126 mm .046 11 .001 11 -.026 3 0 1 -.002 3 -.011 4 127 4 max .374 4 .037 2 0 2 0 1 .01 2 -.001 11 128 min .046 11 .001 11 -.026 3 0 1 -.003 3 -.016 4 129 5 max .374 4 .037 2 0 2 0 1 .013 2 -.002 11 130 min .046 11 .001 11 -.026 3 0 1 -.004 3 -.022 : 4 131 M14 1 max .303 4 .014 4 0 2 0 9 .015 3 .028 4 132 min .037 11 0 11 -.026 4 0 4 -.009 2 . .002 1 133 2 max .303 4 .014 4 0 2 0 9 .008 3 .014 4 134 min .037 11 0 11 -.026 4 0 4 -.004 2 0 1 135 3 max .303 4 .014 4 0 2 0 9 0 4 0 3 136 min .037 11 0 11 -.026 4 0 4 0 11 0 2 137 4 max .303 4 .014 4 0 2 0 9 .005 2 -.001 11 138 min .037 11 0 11 -.026 4 0 4 -.006 3 -.013 4 139 5 max .303 4 .014 4 0 2 0 9 .01 2 -.002 11 140 min .037 11 0 11 -.026 4 . 0 4 -.013 3 -.027 4 141 MIS"^"" 1 max .224 4 .017 4 0 2 0 9 .011 3 .027 4 142 min .029 11 0 11 -.024 4 0 2 -.011 2 .002 11 143 2 max .224 4 .017 4 0 2 0 9 .006 3 .013 4 144 min .029 11 0 11 -.024 4 0 2 -.006 2 .001 11 145 "3 max .224 4 .017 4 0 2 b 9 0 11 0 10 146 min .029 11 0 11 -.024 4 0 2 0 4 0 3 147 4 max .224 4 .017 4 0 2 0 9 .005 2 -.001 11 148 min .029 11 0 11 -.024 4 0 2 -.006 3 -.013 4 i49 .5' max .224 4 .017 4 0 2 b 9 .011 2 -.002 11 RISA-3D Version 11.0.1 |T:\RAD\tillys tejon ranch\shelf.rSd] Page 11 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Envelope Member Section Forces (Continued) 150 min .029 11 0 11 -.024 4 0 2 -.012 3 -.027 4 151 M16 1 max .152 4 .016 4 0 2 0 9 .009 3 .023 4 152 min .021 11 0 11 -.02 4 Q 2 -.011 2 .001 11 153 2 max .152 4 .016 4 0 2 0 9 .004 3 .011 4 154 min .021^ 11 0 11 -.02 4 0 2 -.005 2 0 11 155 3 max .152 4 .016 4 0 2 0 9 0 6 0 10 156 min .021 11 0 11 -.02 4 0 2. 0 4 -.001 3 157 4 max .152 4 .016 4 0 2 0 9 .005 2 0 11 158 min .021 11 0 11 -.02 4 0 2 -.005 3 -.013 4 159 5 max .152 4 .016 4 0 2 0 9 .01 2 -.002 11 160 min .021 11 0 11 -.02 4 . 0 2 -.01 3 -.025 4 161 Mi7 1 max .091 4 .021 4 0 2 0 12 .003 7 .018 4 162 min .015 1 -.001 11 -.015 3 0 2 -.011 2 0 11 163 2 max .091 4 .021 4 0 2 0 12 .002 7 .008 4 164 min .015 1 -.001 11 -.015 . 3 • 0 : 2 -.006 2 0 11 165 S max .091 4 .021 4 ' 0 2 0 12 0 1 0 6 166 min .015 1 -.001 11 -.015 3 0 2 0 4 . -.001 3 167 4 max .091 4 .021 4 0 2 0 12 .005 2 0 6 168 min .015 1 -.001 11 -.015 3 0 2 -.002 3 -.01 4 169 5 max .091 4 .021 4 0 2 0 12 .011 2 0 11 170 min .015 1 -.001 11 -.015 3 0 2 -.004 7 -.02 4 171 M18 1 max .042 8 .022 4 0 6 0 11 .001 7 .014 4 172 min .008 1 .002 11 -.008 3 0 8 -.013 2 0 11 173 2 max .042 8 .022 4 0 6 0 11 .001 7 .004 4 174 min .008 1 .002 11 -.008 3 0 8 -.006 2 -.003 12 175 3 max .042 8 .022 4 0 6 0 11 .003 6 0 9 176 min .008 1 .002 11 -.008 3 0 8 0 9 -.008 6 177 4 max .042 8 .022 4 0 6 0 11 .009 2 -.002 9 178 min .008 1 .002 11 -.008 3 0 8 0 3 -.016 8 179 5 max .042 8 .022 4 0 6 0 11 .017 2 -.004 11 180 min .008 1 .002 11 -.008 3 : 0 8 0 3 -.025 4 181 M19 1 max .195 2 .036 2 0 6 0 1 0 1 0 1 182 min -.117 3 .003 7 -.027 4 0 1 0 1 0 1 183 • 2 max .195 2 .036 2 0 6 0 1 .003 2 0 11 184 min -.117 3 .003 7 -.027: 4 0 1 -.001 3 -.005 4 185 3 max .195 2 .036 2 0 6 0 1 .006 2 -.001 11 186 min -.117 3 .003 7 -.027 4 0 1 -.003 3 -.01 4 187 4 max .195 2 .036 2 0 6 0 1 .009 2 -.002 11 188 min -.117 3 .003 7 -.027 4 0 1 -.004 3 -.016 4 189 5 max .195 2 .036 2 0 6 0 1 .012 2 -.003 11 190 min -.117 3 .003 7 -.027 4 0 1 -.006 3 -.021 4 191 M20 1 max .162 2 .018 10 0 6 0 9 .016 3 .026 4 192 min -.089 3 0 7 -.026 4 0 4 -.008 2 .002 6 193 2 max .162 2 .018 10 0 6 0 9 .008 3 .013 4 194 min -.089 3 0 7 -.026 4 0 4 -.004 2 0 6 195 3 max .162 2 .018 10 0 6 0 9 0 4 0 3 196 min -.089 3 0 7 -.026 4 0 4 0 11 -:001 2 197 4 max .162 2 .018 10 0 6 0 9 .005 2 -.001 1 198 min -.089 3 0 7 -.026 4 0 4 -.007 3 -.013 4 199 5 max .162 2 .018 10 0 6 0 9 .009 2 -.002 1 200 min -.089 3 0 • 7 -.026 4 0 4 -.015 3 -.025 4 201 M21 1 max .13 2 .02 10 0 6 0 9 .013 3 .025 4 202 min -.054 3 0 7 -.024 4 0 4 -.01 2 .002 6 203 2 max .13 2 .02 10 0 6 0 9 .007 3 .012 4 204 min -.054 3 0 7 -.024 4 0 4 -.005 2 .001 6 205 3 max .13 2 .02 10 0 6 0 9 0 9 0 2 206 min -.054 3 0 7 -.024 1 4 1 0 4 0 1 4 0 9 RISA-3D Version 11.0.1 [T:\RAD\tillys tejon ranch\shelf.rSd] Page 12 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Envelope Member Section Forces (Continued) Member Sec Axialfkl LC y Shearfk] LC z Shearfk] LC Torquefk-ft] LC . y-y Momen.. LC Z-Z Momen.. LC 207 4 max .13 2 .02 10 0 6 0 9 .005 2 -.001 6 208 min -.054 3 0 7 -.024 4 0 4 -.007 3 -.013 4 209 max .13 2 .02 10 0 6 0 9 .01 2 -.002 6 210 min -.054 3 . 0 . 7 -.024 4 0 4 -.013 3 -.025 4: 211 M22 1 max .098 2 .02 10 0 1 0 9 .011 3 .021 4 212 min -.024 3 0 7 -.021 4 0 2 -.009 2 .002 6 213 2 max .098 2 .02 10 0 1 0 9 .005 3 .01 4 214 min -.024 3 0 7 -.021 4 0 2 -.005 2 .001 6 215 3 max .098 2 .02 10 0 i 0 9 0 9 0 2 216 min -.024 3 0 7 -.021 4 0 2 0 4 -.002 9 217 4 max .098 2 .02 10 0 1 0 9 .005 2 -.001 1 218 min -.024 3 0 7 -.021 4 0 2 -.006 3 -.012 4 219 5 max .098 2 .02 10 0 1 0 9 .009 2 -.002 1 .220 min -.024 3 . 0 7 -.021 4 0 2 -.011 3 -.023 4 221 M23 1 max .066 2 .023 10 0 6 0 9 .005 3 .016 4 222 min -:006 7 0 7 -.015 4 0 2 -.01 2 .002 6 223 2 max .066 2 .023 10 0 6 0 9 .002 3 .007 4 224 min -.006 7 0 7 -.015 4 0 2 -.005 2 .001 1 225 max .066 2 .023 10 0 6 0 9 0 9 0 6 226 min -.006 7 0 7 -.015 4 0 2 0 4 -.002 9 227 max .066 2 .023 10 0 6 0 9 .005 10 0 6 228 mm -.006 7 0 7 -.015 4 0 2 -.003 3 -.01 4 229 5 max .066 2 .023 10 0 6 0 9 .01 10 0 6 230 min -.006 7 0 7 -.015 4 0 2 -.006 3 -.018 4 231 M24 1 max .031 2 .024 10 0 1 0 12 .002 7 .012 4 232 min .002 3 .005 7 -.009 4 0 7 -.012 10 .002 1 233 2 max .031 2 .024 10 0 1 0 12 .001 7 .003 4 234 min .002 3 .005 7 -.009 4 0 7 -.005 10 -.003 6 235 max .031 2 .024 10 0 1 0 12 .003 12 -.001 1 236 min .002 3 .005 7 -.009 4 0 7 0 3 -.009 12 237 4 max .031 2 .024 10 0 1 0 12 .008 12 -.003 1 238 min .002 3 .005 7 -:009 4 0 7 0 3 -.017 12 239 5 max . .031 2 .024 10 0 1 0 12 .015 10 -.004 1 240 min .002 3 .005 7 -.009 4 0 7 -.001 3 -.024 12 241 M25 1 max .002 9 .04 4 0 2 0 4 .004 9 .038 4 242 ..mjn. 0 2 -.011 9 -.001 3 0 9 -.01 4 -.012 10 243 max .002 9 .04 4 0 2 0 4 .002 i 9 .019 3 244 min 0 2 -.011 9 -.001 3 0 9 -.005 4 -.006 10 245 max .002 9 .04 4 0 2 0 4 0 9 0 6 246 min 0 2 -.011 9 -.001 3 0 9 0 2 -.001 10 247 "4" max .002 9 .04 4 0 2 0 4 .005 3 .004 9 248 min 0 2 -.011 9 -.001 3 0 9 -.002 10 -.02 4 249 max .002 9 .04 4 0 2 0 4 .01 3 .01 9 250 .min. 0 2 -.011 9 -.001 3 0. 9 -.004 10 -.04 4 25i M26"~' - 1 max .023 2 .033 2 0 9 0 4 0 11 .029 2 252 min 0 11 .002 11 0 4 0 9 -.009 4 0 11 253 - 2 -max .023 2 .017 2 0 9 0 4 .002 10 -.002 6 254 mi.n. 0 11 0 11 0 4 0 9 0 3 -.009 10 255 •'3 max .023 2 0 2 0 9 0 4 .005 2 -.002 11 256 .min. 0 11 -.002 9 0 2 0 9 0 7 -.02 4 257 "4 max .023 2 -.002 7 0 9 0 4 .001 2 .001 9 258 .mi.n 0 11 -.018 10 0 2 0 9 0 3 -.009 4 259" 5 max .023 2 -.003 7 b 9 b 4 -.001 7 .033 10 260 min 0 11 -.033 10 0 2 0 9 -.009 10 .002 7 '261 '""M27 " 1 ' max .002 9 b 2 .001 4 0 2 .01 3 0 6 262 mjn. 0 2 -.039 4 0 9 0 9 0 2 -.039 4 263 2 max .002 9 0 2 .001 4. 0 2 .005 3 0" 6 RISA-3D Version 11.0.1 [T:\RAD\tillys tejon ranch\shelf.rSd] Page 13 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Envelope Member Section Forces (Continued) 264 min 0 2 -.039 4 0 9 0 9 0 2 -.02 4 265 3 max .002 9 0 2 .001 4 0 2 0 11 0 7 266 min 0 2 -.039 4 0 9 0 9 0 2 -.001 10 267 4 max .002 9 0 2 .001 4 0 2 0 6 .019 3 268 min 0 2 -.039 4 0 9 0 9 -.005 4 0 2 269 5 max .002 9 0 2 .001 4 0 2 0 6 .038 3 270 min 0 2 -.039 4 0 9 0 9 -.01 4 -.001 2 271 M28 1 max .024 4 .033 2 0 9 0 2 0 11 .03 4 272 min 0 11 .003 11 0 2 0 9 -.009 2 .001 11 273 2 max .024 4 .017 2 0 9 0 2 .002 4 0 7 274 min 0 11 0 11 0 2 0 9 0 11 -.009 10 275 3 max .024 4 0 4 0 9 0 2 .006 4 0 7 276 min 0 11 -.002 9 0 4 0 9 0. 11 -.019 2 277 4 max .024 4 -.002 7 0 9 0 2 .002 4 .001 9 278 min 0 11 -.018 10 0 4 0 9 0 9 -.008 2 279 5 max .024 4 -.003 7 0 9 0 2 0 7 .033 10 280 min 0 11 -.033 10 0 4 0 9 -.009 10 .003 7 281 M29 1 max 0 2 .046 3 0 4 0 4 .006 9 .043 3 282 min 0 9 -.013 10 -.003 9 0 9 -.013 4 -.014 10 283 2 max 0 2 .046 3 0 4 0 4 .003 9 .021 3 284 min 0 9 -.013 10 -.003 9 0 9 -.007 4 -.008 10 285 3 max 0 2 .046 3 0 4 0 4 0 9 0 6 286 min 0 9 -.013 10 -.003 9 0 9 0 2 -.002 10 287 4 max 0 2 .046 3 0 4 0 4 .006 3 .004 9 288 min 0 9 -.013 10 -.003 9 0 9 -.003 10 -.023 4 289 5 max 0 2 .046 3 0 4 0 4 .013 3 .01 10 290 min 0 9 -.013 10 -.003 9 0 9 -.006 10 -.045 4 291 MSO 1 max 0 3 .033 2 0 9 0 3 0 11 .028 2 292 min -.003 10 .002 11 -.002 4 0 10 -.009 2 0 11 293 2 max 0 11 .017 2 0 9 0 3 .001 2 -.002 6 294 min -.002 2 0 11 -.001 4 0 10 -.001 3 -.011 10 295 3 max 0 11 0 4 0 9 0 3 .005 2 -.002 11 296 min -.002 2 -.003 9 0 4 0 10 0 3 -.022 4 297 4 max .001 9 -.002 7 .001 3 0 3 .002 2 .002 9 298 min -.002 2 -.018 10 0 2 0 10 0 3 -.012 4 299 5 max .002 9 -.003 7 .002 3 0 3 0 7 .035 10 300 min -.002 2 -.034 10 0 2 0 10 -.009 2 •.001 7 301 M31 1 max 0 2 0 1 0 8 0 2 .013 3 0 1 302 min 0 9 -.047 4 -.003 9 0 9 0 2 -.046 4 303 2 max 0 2 0 1 0 8 0 2 .006 3 0 6 304 min 0 9 -.047 4 -.003 9 0 9 0 2 -.023 4 305 3 max 0 2 0 1 0 8 0 2 0 9 0 7 306 min 0 9 -.047 4 -.003 9 0 9 0 4 -.002 10 307 4 max 0 2 0 1 0 8 0 2 0 6 .022 3 308 min 0 9 -.047 4 -.003 9 0 9 -.007 4 0 2 309 5 max 0 2 0 1 0 8 0 2 0 6 .045 4 310 min 0 9 -.047 4 -.003 9 0 9 -.014 4 0 2 311 MS2 1 max 0 7 .033 2 .002 3 0 6 0 7 .028 2 312 min -.003 10 .002 11 0 2 0 10 -.009 4 0 11 313 2 max 0 11 .017 2 .001 3 0 6 .003 4 0 7 314 min -.003 4 0 11 • 0 2 0 10 0 11 -.011 10 315 3 max 0 11 0 2 0 9 0 6 .007 4 0 7 316 317 min -.003 4 9 -.003 9 0 2 0 10 0 11 -.02 2 316 317 4 max .001 4 9 -.002 7 0 9 0 6 .003 4 .002 9 318 min -.003 4 -.018 10 -.001 4 0 10 0 11 -.009 2 319 5 max .002 9 -.003 7 0 9 0 6 0 7 .035 10 320 .min. -.003 4 -.034 10 -.002 4 0 10 -.009 4 .004 7 RISA-SD Version 11.0.1 |T:\RAD\tillys tejon ranchXshelf.rSd] Page 14 Company Designer Job Number Maria. 2014 7:39 PM Checked By:_ Envelope Member Section Forces (Continued) 321 Member Sec MSS max Axialfk] 0 LC__^t 9 Slie_arLkl LC z Shearfk] LC .04 VA^ .002 Torquefk-ft] 0 LC y-y Momen... LC z-z Momen.. LC .007 .038 S 10_ 3 322 323 mm .011 10 .004 -.013 -.011 max .04 .002 .004 .019 324 325 mm .011 max .04 10 4 -.004 .002 -.007 .007 0 1P_ 6 10 326 mm .011 10 .004 -.002 327 max .04 .002 .006 .003 32_8 329 mm max =.0.11. .04 10 4 -.004 .004 10 -.02 .002 .013 .007 330 331 MS4 mm -.011 10 -.004 9: .007 10 .039 max .002 .033 .001 0 .029 332 333 mm -.004 max .002 .002 .017 11 .004 10 .001 .001 10 -.002 -.002 11 334 335 mm -.002 0 11 -.002 10 .001 .012 max .002 0 .001 .005 .002 10 11 336. 337 mm max .002 12 10" •.003_ •.002 10 -.001 -.022 .002 .002 10 .003 9 4 10 338 339 mm -.018 10 10 .001 -.011 max .004 10 -.003 .004 .036 340 341 MSS mm max -.034 10 10 -.008 .001 .013 _7_ 6__ A. _6_ 4_ X 10 342 mm -.041 -.004 -.04 343 max 0 .006 344 345 mm max •.041. 0 -.004 -.02 0 346 mm -.041 -.004 0 -.002 347 max 0 .019 3 2_ 3 2 2 1±. 7 10 7 2 9 2 10 348 mm -.041 .004 .007 349 max .039 350 mm -.041 ••004 .014 351 M36 max .033 .004 .001 .029 352 353 mm .004 .002 11 10 -.011 max .017 .002 .003 354 mm .002 11 10 .012 355 max 0 .001 .008 356 mm -.001 -.003 10 11 -.02 357 max .002 10 -.002 .001 .003 .003 358 mm -.001 -.018 10 .002 10 11 .009 359 max .004 10 -.003 .001 11 .036 360 361 mm -.001 MS7 max -XI34 .029 10 4 -.004 .004 0. 0 10 .01 .007 .004 .027 7 _3__ 10 3 362 mm -.007 10 -.005 10 .012 .007 363 max .029 •004 .003 .013 364 365 mm max 1-Q.07 .029 10 4 -.005 .004 10 3 -.006 •.005 0 10_ 6 366 mm 367 max -J007 .029 10 .005 10 -.002 •004 .006 •001 10 368. 369 mm max -•007 •b29 10 4 •005 .004 10 3 .004 10 .011 -.01_5 .004 370 mm 0 371 MSS max .002 -MI^ •033 10 •005 10 .007 10 -.028 •002 10 •029 4_ 2_ 11 JL 1_0_ li 4_ 9 3J2 373 mm max :^09_ •002 10 3 .002 •017 11 2 v005_ •002 10 _0 b 10 -;011 .001 10 2 •003 ••002 374 375 mm -•006 max •002 10 3 0 0 11 4 =.003 •002 10 .0 0 10 •001 •005 =J12 -•002 376 377 .m.m. max -.005 .002 -.003 -.002 0 •bbs 0 b 10 3 -.002 .003 3 ib -.022 .b02 RISA-SD Version 110.1 IT-.\RAD\tillys tejon ranch\shelf.rSd] Page 15 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ Envelope Member Section Forces (Continued) 378 min -.005 2 -.018 10 0 6 0 10 -.001 3 -.011 4 379 5 max .004 9 -.003 7 •005 4 0 3 .001 3 .035 10 380 min -.005 2 -.034 10 0 6 0 10 -.008 2 .002 7 381 MSO 1 max 0 2 0 1 0 6 0 2 .011 3 0 1 382 min . 0 9 -.03 4 -.005 10 0 9 0 2 -.028 4 383 2 max 0 2 0 1 0 6 0 2 .006 3 0 1 384 min. 0 9 -.03 4 -.005 10 0 9 0 2 -.014 4 385 3 max 0 2 0 1 0 6 0 2 0 11 0 7 386 min 0 9 -.03 4 -.005 10 0 9: 0 4 -.002 10 387 4 max 0 2 0 1 0 6 0 2 0 1 .014 3 388 min 0 9 -.03 4 -.005 10 0 9 -.006 4 0 2 389 5 max 0 2 0 1 0 6 0 2 0 1 .027 3 390 min 0 9 -.03 4 -•005 10 0 9 -.012 4 0 2 391 M40 1 max .001 6 .033 2 :005 4 0 1 -.002 11 .029 2 392 min -.009 10 .002 11 0 6 0 10 -.013 4 -.001 11 393 2 max .001 6 .017 2 •003 4 0 1 .003 4 0 7 394 min -.008 4 0 11 0 6 0 10 0 9 -.012 10 395 3 max .001 6 0 2 •002 10 0 1 .008 4 0 7 396 min -.008 4 -.003 9 0 6 0 10 0 11 -.02 2 397 4 max .002 12 -.002 7 •002 10 0 1 .003 4 .002 9 398 min -.008 4 -.018 10 -•003 3 0 10 0 1 -.008 2 399 5 max .004 9 -.003 7 •002 10 0 1 0 11 .035 10 400 min -.008 4 -.034 10 -.005 3 0 10 -.012 4 .003 7 401 M41 1 max .002 12 .021 4 .005 3 0 4 .006 9 .018 4 402 min 0 1 -.003 9 -.005 10 0 11 -.011 4 -.003 9 403 2 max .002 12 .021 4 •005 3 0 4 .003 9 .009 8 404 min 0 1 -.003 9 -.005 10 0 11 -.006 4 -.002 9 405 3 max .002 12 .021 4 .005 3 0 4 0 12 0 6 406 min 0 1 -.003 9 -.005 10 0 11 0 2 -.002 10 407 4 max .002 12 .021 4 .005 3 0 4 .005 3 0 9 408 min 0 1 -.003 9 -.005 10 0 11 -.003 10 -.011 4 409 5 max .002 12 .021 4 .005 3 0 4 .01 3 0 9 410 min 0 1 -.003 9 -.005 10 : 0 11 -.006 10 -.02 4 411 M42 1 max .004 3 .033 2 .002 10 0 6 .002 3 .029 2 412 min -.015 12 .001 11 -.007 3 0 9 -.012 10 -.003 11 413 2 max .004 3 .017 2 .002 10 0 6 .001 2 0 6 414 min -.014 6 0 11 -.003 3 0 9 -.001 3 -.01 10 415 S max .004 3 0 2 .002 10 0 6 .005 2 -.002 11 416 min -.014 6 -.002 9 0 1 0 9 -.003 3 -.021 4 417 4 max .004 3 -.002 7 .003 4 0 6 .003 10 .003 11 418 min -.014 6 -•018 10 0 1 0 9 -.001 3 -.01 4 419 5 max .006 9 -•003 7 .007 4 0 6 .003 3 .035 10 420 min -.014 6 -•033 10 0 1 0 9 -.008 2 .003 7 421 M4S 1 max .002 12 •004 6 0 1 0 2 .01 3 .004 6 422 min 0 7 -•018 3 -.005 10 0 11 0 6 -.016 3 423 2 max .002 12 •004 6 0 1 0 2 .005 3 .002 6 424 min 0 7 -.018 3 -.005 10 0 11 0 2 -.008 3 425 3 max .002 12 .004 6 0 1 0 2 0 11 0 7 426 min 0 7 -.018 3 -.005 10 0 11 0 4 -.002 10 427 4 max .002 12 •004 6 0 1 0 2 0 6 .008 3 428 min 0 7 -.018 3 -.005 10 0 11 -.005 4 -.002 6 429 5 max .002 12 .004 6 0 1 0 2 .001 6 .016 3 430 min 0 7 -.018 3 -.005 10 0 11 -.01 4 -.004 6 431 M44 1 max 0 1 .033 2 .007 4 0 6 -.002 1 .029 2 432 min -.015 12 •002 11 0 1 0 9 -.014 4 -.002 11 433 2 max 0 1 •017 2 .003 4 0 6 .003 4 0 7 434 min -.014 8 0 Lil 0 1. ... .0 . 9 -.001 9 -.01 10 RISA-SD Version 11.0.1 |T:\RAD\tillys tejon ranch\shelf.rSd] Page 16 Company Designer Job Number Maris, 2014 7:39 PM Checked By:_ IT Envelope Member Section Forces (Continued) Member Sec Axiairkl LC vShearfkl LC z Shearfk! LC Torauelk-ftl LC v-v Momen... LC z-z Momen... LC 435 3 max 0 1 0 4 .002 10 0 6 .009 4 0 7 436 min -.014 8 -.002 9 7 0 3 0 9 0 11 -.019 2 437 4 max .003 9 -.002 9 7 .002 10 0 6 .003 4 .002 11 438 439 —-min -.014 8 -.018 10 . -.003 3 0 9 0 6 11 -.008 .b35 2 10 438 439 —-5 max .006 9 -.003 7 .002 10 0 6 0 6 11 -.008 .b35 2 10 440 min -.014 8 -.033 10 -.007 3 • 0 9 -.013 4 .004 7 441 M45 1 max 0 1 .008 3 .007 3 0 10 .005 9 .005 3 442 min -.002 12 -.005 12 -.005 10 0 12 -.009 4 -.007 12 443 2 max 0 1 .008 3 .007 3 0 10 .002 9 .002 3 444 min -•002 12 -.005 12 -.005 10 r 0 12 -.005 4 -.005 12 445 3 max 0 1 .008 3 .007 3 0 10 0 9 0 1 446 min -•002 12 -.005 12 -.005 10 0 12 -.001 6 -.003 12 6 447 4 max 0 1 .008 3 .007 3 0 10 .004 3 0 12 6 448 min -.002 12 -.005 12 -.005 10 0 12 -.004 10 -.004 4 449 5 max 0 1 .008 3 .007 3 0 10 .008 3 .002 6 450 451 min -.002 12 -.005 12 -.005 10 0 12 -.007 10 -.007 3 450 451 M46 1 max .026 4 .033 2 .002 10 0 3 .004 3 .023 2 452 min -.002 11 .008 1 -.008 3 0 : 10 -.012 10 .002 11 453 2 max .026 4 .017 2 .002 10 0 3 .002 6 -.003 1 454 455 min .002 11 .004 1 -.004 3 0 10 -.001 3 -.015 12 454 455 3 max .026 4 0 2 .002 10 0 3 .005 2 -.b06"' 1 456 min .005 1 -.002 12 0 6 0 10 -.003 3 -.027 8 457 4 max .026 4 -.004 1 .004 4 0 3 .003 10 -.001 9 458 min .005 1 -.017 12 1 0 6 0 10 -.001 3 -.014 8 459 5 max .029 10 -.007 12 1 .008 4 0 3 .004 3 .027 10 460 min .005 1 -.033 2 0 6 0 10 -.008 6 .005 1 461 M47 1 max 0 7 0 1 0 6 0 10 .009 3 0 1 462 min -.002 12 -.011 8 -.007 4 .0 8 0 2 -.01 8 463 2 max 0 7 0 1 0 6 0 10 .004 3 0 1 464 min -.002 12 -.011 8 -.007 4 0 8 0 2 -.006 8 465 3 max 0 7 0 1 0 6 0 10 0 9 0 7 466 min -.002 12 -.011 8 -.007 4 0 8 -.001 6 -.003 12 467 4 max 0 7 0 1 0 6 0 10 0 1 .004 3 468 min -.002 12 -.011 8 -.007 4 0 : 8 -.006 4 -.001 10 469 5 max 0 7 0 1 0 6 0 10 0 1 .008 8 470 min -.002 12 -.011 8 -.007 4 0 8 -.011 4 0 9 2 471 M48 1 max .022 2 .033 2 .008 4 0 1 -.002 1 .023 9 2 472 min -.001 11 .008 1 0 6 0 10 -.015 4 .003 9 473 2 max .022 2 .017 2 .004 4 0 1 .004 8 -.002 3 474 475 min 0 7 .004 1 0 . 6 0 10 -.001 9 -.015 12 474 475 3 max .022 2 0 4 .002 10 0 1 .01 4 -.005 3 476 min 0 7 -.002 12 0 3 0 10 .001 1 -.025 6 477 4 max .025 10 -.004 1 .002 10 0 1 .004 4 -.001 9 478 479 — 5 min 0 7 -.017 12 1 -.004 .002 3 0 10 0 1 9 -.013 .027 6 10 478 479 — 5 max .029 10 -.007 12 1 -.004 .002 10 0 1 0 1 9 -.013 .027 6 10 480 min 0 7 -.033 2 -.008 3 0 10 -.014 8 .005 1 RISA-SD Version 110.1 [T:\RAD\tillys tejon ranch\shelf.rSd] Page 17 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Solado Parkway, Suite 200 Tempe, Arizona 85281 1:480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name Job No. Sheet No. By Date ©'-'y -'O/z. ^ P'F f 7, V p' F CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 T: 480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name Job No. ^s- ev^ By. .Sheet No. Date '>'7 •4 V J 0 W7 CFS Version 8.0.3 Section: Section 1 .set Angle 1.875x1.875-14 Gage Rev. Date: 3/18/2014 8:04:11 PM By: eng 15 Printed: 3/18/2014 8:05:19 PM eng 15 Caruso Turiey Scott, Inc. Page 1 6 Member Check - 2012 North American Specification - US (ASD) Material Type: A653 SS Grade 33, Fy=36 ksi Design Parameters: Lx 2.1600 ft Ly 2.1600 ft Kx 1.0000 Ky 1.0000 Cbx 1.0000 Cby 1.0000 Cmx 1.0000 Cmy 1.0000 Braced Flange: None k(j) Ok Red. Factor, R: 0 Lm 10.0000 ft Lt Kt ex ey 2.1600 ft 1.0000 0.0000 in 0.0000 in Loads: Entered Applied Strength P (k) 0.3030 0.3030 1.8175 Mx (k-in) 0.3360 0.3360 1.2908 Vy (k) 0.0360 0.0360 2.3098 My (k-in) 0.0000 0.0079 0.9035 Vx (k) 0.0000 0.0000 2.3098 Effective section properties at applied loads: Ae 0.25793 in'^2 Ixe 0.14794 in^4 lye Sxe(t) 0.11159 in'^B Sye(l) Sxe(b) 0.11159 in'^3 Sye(r) 0.03503 in'^4 0.05488 in'^3 0.05275 in'^S Interaction Ecjuations NAS Eq. C5.2.1-1 (P, Mx, My) NAS Eq. C5.2.1-2 (P, Mx, My) NAS Eq. C3.3.1-1 (Mx, Vy) NAS Eq. C3.3.1-1 (My, Vx) 0.167 + 0.263 -1- 0.009 = 0.438 <= 1.0 0.090 + 0.260 + 0.009 = 0.359 <= 1.0 Sqrt(0.066 + 0.000)= 0.257 <= 1.0 Sqrt(0.000 + 0.000)= 0.007 <= 1.0 CFS Version 8.0.3 Section: beam.sct Angle 2.5x2.5-14 Gage Rev. Date: 3/18/2014 8:31:16 PM By: engi 5 Printed: 3/18/2014 8:33:35 PM eng 15 Caruso Turley Scott, Inc. Page 1 Section Inputs Material: A588 No strength increase from cold work of forming. Modulus of Elasticity, E 29500. ksi Yield Strength, Fy 50 ksi Tensile.Strength, Fu 70 ksi Warping Constant Override, Cw 0 in"6 Torsion Constant Override, J 0 in'^4 Angle, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions. Open shape Length Angle Radius liJeb k (in) (deg) (in) Coef. 1 2.5000 90.000 0.10690 Single 0.000 2 1.2800 0.000 0.10690 Single 0.000 Hole 0 0 Size (in) OOOO OOOO Distance (in) 1.2500 0.6400 CFS Version 8.0.3 Section: beam.sct Angle 2.5x2.5-14 Gage Rev. Date: 3/18/2014 8:31:16 PM By: engi5 Printed: 3/18/2014 8:33:35 PM eng 15 Caruso Turley Scott, inc. Member Check - 2012 North American Specification - US (ASD) Material Type: A588, Fy=50 ksi Design Parameters: Lx 0.0000 ft Ly 6.0000 ft Kx 1.0000 Ky 1.0000 Cbx 1.0000 Cby 1.0000 Cmx 1.0000 Cmy 1.0000 Braced Flange: None Ok Red. Factor, R: 0 Lm 6.0000 ft Lt Kt ex ey Page 2 0.0000 ft 1.0000 0.0000 in 0.0000 in Ho Loads: Entered Applied Strength P (k) 0.0000 0.0000 0.8893 Mx (k-in) 0.0000 0.0000 3.1936 Vy (k) 0.0000 0.0000 3.1040 My (k-in) 0.6480 0.6480 0.6723 Vx (k) 0.0000 0.0000 1.4730 Effective section properties at applied loads: Ae 0.26007 in'^2 Ixe 0.17538 in''4 lye Sxe(t) 0.20195 in"3 Sye(l) Sxe(b) 0.10749 in"3 Sye(r) Interaction Ecjuations NAS Eq. C5.2.1-1 (P, Mx, My) NAS Eq. 05.2.1-2 (P, Mx, My) NAS Eq. C3.3.1-1 (Mx, Vy) NAS Eq. 03.3.1-1 (My, Vx) 0.03412 in"4 0.13749 in'^S 0.03307 in-^3 0.000 + 0.000 + 0.964 = 0.964 <= 1.0 0.000 + 0.000 -I- 0.964 = 0.964 <= 1.0 Sqrt(0.000 -I- 0.000)= 0.000 <= 1.0 Sqrt(0.929 + 0.000)= 0.964 <= 1.0 eng15 Caruso Turiey Scott, Inc. CFS Version 8.0.3 Section: beam.sct Angle 2.5x2.5-14 Gage Rev. Date: 3/18/2014 8:31:16 PM By: engi 5 Printed: 3/18/2014 8:34:51 PM Member Check - 2012 North American Specification - US (ASD) Page 1 HI Material Type: A588, Fy=50 ksi Design Parameters: Lx 0.0000 ft Ly Kx 1.0000 Ky Obx 1.0000 Cby Omx 1.0000 Cmy Braced Flange: None k(j) Red. Factor, R: 0 Lm 2.0000 ft 1.0000 1.0000 1.0000 0 k 2.0000 ft Lt Kt ex ey 0.0000 ft 1.0000 0.0000 in 0.0000 in Loads: Entered Applied Strength P (k) 0.0020 0.0020 3.2959 Mx (k-in) 0.0000 0.0000 3.1936 Vy (k) 0.0000 0.0000 3.1040 My (k-in) 0.5520 0.5520 0.6723 Vx (k) 0.0470 0.0470 1.4730 Effective section properties at applied loads: Ae 0.26007 in'^2 Ixe 0.17538 in'^4 lye Sxe(t) 0.20195 in-^S Sye(l) Sxe{b) 0.10749 in^3 Sye{r) Interaction Equations NAS Eq. C5.2.1-1 (P, Mx, My) NAS Eq. C5.2.1-2 (P, Mx, My) NAS Eq. C3.3.1-1 (Mx, Vy) NAS Eq. C3.3.1-1 (My, Vx) 0.03412 in'^4 0.13749 ±n^3 0.03307 in^3 0.001 -1- 0.000 + 0.821 = 0.822 <= 1.0 0.000 + 0.000 + 0.821 = 0.822 <= 1.0 Sqrt{0.000 + 0.000)= 0.000 <= 1.0 Sqrt(0.674 + 0.001)= 0.822 <= 1.0 eng15 Caruso Turiey Scott, Inc. CFS Version 8.0.3 Section: beam.sct Angle 2.5x2.5-14 Gage Rev. Date: 3/18/2014 8:31:16 PM By: eng 15 Printed: 3/18/2014 8:35:53 PM Member Check - 2012 North American Specification - US (ASD) Page 1 6) Material Type: A588, Fy=50 ksi Design Parameters: Lx 0.0000 ft Ly 2.0000 ft Lt 0.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Cbx 1.0000 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None k<j) 0 k Red. Factor, R: 0 Lm 2.0000 ft Loads: P Mx Vy My Vx (k) (k-in) (k) (k-in) (k) Entered 0.0290 0.0000 0.0000 0.4320 0.0340 Applied 0.0290 0.0000 0.0000 0.4320 0.0340 Strength 3.2959 3.1936 3.1040 0.6723 1.4730 Effective section properties at applied loads: Ae 0.26007 in"2 Ixe 0.17538 in'-4 lye 0.03412 in Sxe(t) 0.20195 in'-S Sye(l) 0.13749 in Sxe(b) 0.10749 in'^3 Sye(r) 0.03307 in Interaction Equations NAS Eq. 05.2.1-1 (P, Mx, My) 0.009 + 0.000 -f 0.644 = 0 .653 <= 1 .0 NAS Eq. 05.2.1-2 (P, Mx, My) 0.007 + 0.000 -1-0.643 = 0 .650 <= 1 .0 NAS Eq. 03.3.1-1 (Mx, Vy) Sqrt(0.000 + 0.000)= 0 .000 <= 1 .0 NAS Eq. C3.3.1-1 (My, Vx) Sqrt{0.413 + 0.001)= 0 .643 <= 1 .0 Search Results for Map Page 1 of 1 M3' W/NDSPEED BY LOCATION Home About This Site Lat/Long Finder Related Resources Sponsors About ATC Contact Search Results Latitude: 33.0715 Longitude: -117.2667 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category 1:100 Risk Category II: 110 Risk Category IIMV: 115 MRI** 10 Year: 72 MRI" 25 Year: 79 MRI** 50 Year: 85 MRI** 100 Year: 91 ASCE 7-05: 85 ASCE 7-93: 70 *MPH(Miie8 per hour) **MRI Mean Recurrence Interval (years) Users should consult with local buildrng offldals to determine If there are corTHminity.«pecificwjnd speed requirements ttiat govem. >3S4.Google: INEGI Download a PDF of vour results Print vour results WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be txinrect, ATC assumes no responsibility or liability for its accuracy, "rhe material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising irom such use. Use of the output of this web site does not imply approval by the goveming building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored Ijy the ATC Endowment Fund • Applied Technology Council«201 Redwood Shores Paricway, Suite 240 • Redwood City, Califbmia 94065 • (650) 595-1542 http://windspeed.atcoxmcil.org/index.php?option=com_content&vie\\^article&id=10&dec^ 8/6/2014 reiaL §38 5 m d 5 UJ < ^ -H m yj s; o MECHANICAL PLAN IV1100 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 1:480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name Job No. Sheet No. By Date ^"'^ New T^TU 4f WT WEIGHTS & DIMENSIONS (cont.) Vertical Oinnections / Economizer NOTES: 1. DIMENSIONS ARE IN INCHES, DIMENSIONS IN [ ] ARE IN MILLIMETERS. 2. ® CENTER OF GRAVITV DIRECTION OF AIR FLOW 18 16 \k> " I I ' , ' 12791 40-3/8 (10261 VERTICAL ECONOMIZER HOOD (OPTIONAL! 20-3/4 (527J 12-5/8 (3211 RETURN AIR 37-5/8 40-3/8 19551 (10271 3-1/4 (833 SUPPLY AIR A 1 6-1/4 11591 CONDENSER COIL 59-1/2 (15101 •D -ELECTRICAL DISCONNECT LOCATION 27-7/8 [7091 6-5/8 (1631 2-5/8-1671 TTP CURB mi OTH CONTROL BOX ACCESS PANEL OPTIONAL FACIORT INSTALLED DISCONNECT joo u — 88-1/8 (22381 FRONT INDOOR BLOWER ACCESS : OOg LEFT suppir *'« • RIGHT 8AR0HETRIC RELIEF FLOW FILTER ACCESS PANEL (TOOL-LESS) INDOOR COIL ACCESS PANEL CONDENSER COIL Fig. 5 - Dimensions 50TCQ 08-09 BACK 27 WEIGHTS & DIMENSIONS (cont.) M7 RTU-1,3,4,5 UNIT STD. UNIT WEIGHT CORNER WEIGHT (A) CORNER WEIGHT (B) CORNER WEIGHT (C) CORNER WEIGHT (D) C.G. UNIT LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. X Y Z 50TCOD08 885 401 187 85 158 72 247 112 293 133 39 15/16 [10141 35 1/4 [8951 23 1/2 (5971 50TCOD09 910 413 200 91 166 75 247 112 297 135 39 5/8 [10061 34 1/2 [876] 23 1/2 15971 C08678 Fig. 7 - Dimensions SOTCQ 08-09 Fig. 8 - Service Clearance LOC DIMENSION CONDITION A 48-in. (1219 mm) 18-in. (457 mm) 18-in. (457 mm) 12-in. (305 mm) Unit disconnect is mounted on panel No disconnect, convenience outlet option Recommended service clearance Minimum clearance B 42-in. (1067 mm) 36-in. (914 mm) Special Surface behind servicer is grounded (e.g., metal, masonry wall) Surface behind servicer is electrically non-conductive (e.g., wood, fiberglass) Check for sources of flue products within 10-ft of unit fresh air intake hood C 36-in. (914 mm) 18-in. (457 mm) Side condensate drain is used Minimum clearance D 42-in. (1067 mm) 36-in. (914 mm) Surface behind servicer is grounded (e.g., metal, masonry wall, another unit) Surface behind sen/icer is electrically non-conductive (e.g., wood, fiberglass) NOTE: Unit not designed to have overhead obstruction. Contact Application Engineering for guidance on any application planning overhead obstruction or for vertical clearances. 29 WEIGHTS & DIMENSIONS NOTES: 1. DIMENSIONS ARE IN INCHES. DIMENSIONS IN [ 1 ARE IN MILLIMETERS. 2. ^ CENTER OF GRAVITY 3. DIRECTION OF AIR FLOW 44 [11171 33-3/8 (8481 RETURN AIR OOg 2-5/8 —1 1671 TIP CUR8W1DTH UNIT J K 50TCOA04 33 3/8 (847! 18 5/8 [ 4721 50TCOA05 33 3/8 [847 1 14 7/8 ( 3771 50TCOA06 41 3/8 110511 14 7/8 (3771 50TCOA07 41 3/8 11051) 14 7/8 (377! CONNECTION SUES A 1 3/8- 135) DIA FIELD POWER SUPPLY HOLE B 2" (511 DIA POWER SUPPLY KNOCKOUT C 1 3/4" [44] DIA GAUGE ACCESS PLUG D 7/8" 1221 DIA FIELD CONTROL WIRING HOLE E 3/4--14 NPT CONDENSATE DRAIN G 2 1/2" (641 DIA POWER SUPPLY KNOCK-OUT THRU-THE-BASE CHART THESE HOLES REOUIRED POR USE CRBTMPWROOlAOl THREADED CONDUIT SIZE WIRE USE REO'O HOLE SIZES (MAX.1 W 1/2-ACC. 7/8" [22.21 X 1/2" 24V 7/8" (22.2) f • 3/4- (001) POUER 1 1/8- (28.41 FOR -IHRU-THE-BASEPAN" FACTORY OPTION, FITTINGS FOR ONLY X 4 Y ARE PROVIDED 1 SELECT EITHER 3/4- OR 1/2" FOB POWER, DEPENDING ON WIRE SIZE Fig. 1 - Dimensions SOTCQ 04-07 24 WEIGHTS & DIMENSIONS (cont.) RTU-2,6 UNIT STD. UNIT WEIGHT CORNER WEIGHT (A) CORNER WEIGHT (B) CORNER WEIGHT (C) CORNER WEIGHT (01 C.G. HEIGHT UNIT LBS. KG. LBS. KG. LBS. KG-LBS. KG. LBS. KG. X Y Z 50TCQA04 505 229 136 62 130 59 117 53 123 56 36 1/4 [9211 22 1/8 (5621 16 3/8 (4161 50TC0A05 510 231 138 63 131 59 118 54 124 56 36 1/4 [921 I 22 1/8 [5621 16 1/2 [4191 50TCOA06 590 268 159 72 146 66 137 62 149 68 35 5/8 (905) 22 5/8 (5751 20 1/8 (5111 50TCQA07 630 286 166 75 166 75 149 68 149 68 37 1/4 (9461 22 1/8 (5621 20 3/4 (5271 FRONT 009017 Fig. 2 - Dimensions SOTCQ 04-07 Fig. 3 - Service Clearance LOC DIMENSION CONDITION A 48-in. (1219 mm) 18-in. (457 mm) 18-in. (457 mm) 12-in. (305 mm) Unit disconnect is mounted on panel No disconnect, convenience outlet option Recommended service clearance Minimum clearance B 42-in. (1067 mm) 36-in. (914 mm) Special Surface behind servicer is grounded (e.g., metal, masonry wall) Surface behind sen/icer is electrically non-conducrtive (e.g., wood, fiberglass) Check for sources of flue products within 10-ft of unit fresh air intake hood C 36-in. (914 mm) 18-in. (457 mm) Side condensate drain is used Minimum clearance D 42-in. (1067 mm) 36-in. (914 mm) Surface behind servicer is grounded (e.g., metal, masonry wall, another unit) Surface behind sen/icer is electrically non-conductive (e.g., wood, fiberglass) NOTE: Unit not designed to have overhead obstruction. Contact Application Engineering for guidance on any application planning overhead obstruction or for vertical clearances. 25 OPTION / ACCESSORY WEIGHTS V OPTION / ACCESSORY WEIGHTS OPTION / ACCESSORY 04 05 06 07 08 09 12 14 OPTION / ACCESSORY lb kg tb kg Ib kg lb kg lb kg lb kg lb kg lb kg Power Exhaust - vertical 50 23 50 23 50 23 50 23 75 34 75 34 75 34 85 39 Power Exhaust - horizontal 30 30 14 10 14 30 14 30 14 30 14 30 14 75 34 EconoMi$er (IV or 2) 50 50 23 iO 23 50 23 75 34 75 34 75 34 115 52 Two Position damper 39 ^t 39 18 39 18 39 18 58 26 58 26 58 26 65 29 Manual Dampers 12 5 12 5 12 5 12 5 18 8 18 8 18 8 25 11 Hail Guard (louvered) 16 7 16 7 16 7 16 7 34 15 34 15 34 15 45 20 Cu/Cu Condenser Coil 35 1(1 35 16 35 16 95 43 95 43 95 43 170 77 160 73 Cu/Cu Cond. & Evaporator Coils 60 2 • 60 27 }0 41 165 75 140 64 95 88 270 122 280 127 Roof Curb (14-in. curb) 115 5;! 115 52 15 52 115 52 143 65 43 65 143 65 180 82 Roof Curb (24-in. curb) 197 89 19/" 89 9/ 89 197 89 245 111 ^?45 111 245 111 235 107 CO2 sensor 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 Electric Heater 30 14 30 14 30 14 30 14 45 20 45 20 45 20 25 11 Single Point Kit 10 5 10 5 10 5 10 5 12 5 12 5 12 5 25 11 Optional Indoor Motor / Drive 10 5 10 5 10 5 10 5 15 7 15 7 15 7 45 20 Motormaster Controller 35 16 35 16 35 16 35 16 35 16 35 16 35 16 25 11 Return Smoke Detector 5 2 5 2 5 2 5 2 5 2 5 2 5 2 5 2 Supply Smoke Detector 5 2 b •2" o 2 5 2 5 2 5 2 5 2 5 2 Non-Fused Disconnect 15 7 15 7 15 7 15 7 15 7 15 7 15 7 10 5 Powered Convenience outlet 35 16 35 16 35 16 35 16 35 16 35 16 35 16 32 15 Non-Powered Convenience outlet 5 2 5 2 5 2 5 2 5 2 5 2 5 2 4 2 Enthalpy Sensor 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 Differential Enthalpy Sensor 3 1 3 1 3 1 3 1 3 1 3 1 3 1 3 1 SAV System with VFD 20 9 20 9 20 9 20 9 NOTE: Where multiple variations are available, the heaviest combination is listed. - Not Available RTU-2,6 Total Approx Weight 950lbs RTU-1,3,4,5 Total Approx Weight 1500lbs 39 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 1:480 774-1700 • F: 480 774-1701 www.ctsaz.com Job Name Job No. Sheet No. *"S'^ By /-^^ Date ^^'^ > X., V New mechanical unit on existing roof Joist: Existing Joist= Existing Span= Existing Spacing= Existing Dead Load= Existing Live Load= 11 7/8" 27.5 feet 1.33 feet 15 psf 20 psf New Mechanical unit wt= Wtx 1.2 = 1500 lbs. 1800 Ibs joists load is spread over = Load per joist = 600 Ibs distance from load to end of joist = 4 ft wdl= wll= w total= 19.95 plf 26.6 plf 46.55 plf Vall= 1749 Ibs Mall= 7389 " Ibs V existing= 640.0625 lbs V new= 513 Ibs Total = 1153 Ibs < 1749 OK M existing= 4400 ' Ibs M new= 2051 ' Ibs Total= 6451 ' Ibs < 7389 OK Existing Joists are OK New mechanical unit on existing roof Joist: Existing Joist= 14 Existing Span= 27.5 feet Existing Spacing= 2 feet Existing Dead Load= 15 psf Existing Live Load= 20 psf New Mechanical unit wt= Wtx 1.2 = 1500 lbs. 1800 Ibs joists load is spread over = Load per joist = 600 Ibs distance from load to end of joist = 4 ft wdl= wll= w total= 30 plf 40 plf 70 plf VaIN Mall= 2060 Ibs 8946 • Ibs V existing= V new= Total = 962.5 Ibs 513 Ibs 1475 Ibs 2060 OK M existing= M new= TotaN 6617 'lbs 2051 ' Ibs 8668 " Ibs 8946 OK Existing Joists are OK Mechanical Unit Overturning ASCE7-2010 Unit info: Weight= Length= Width= Height= Curb height = RTU 1,3,4,5 1500 lbs X 1.2= 88.125 in 59.5 in 49.375 in 14 in Seismic: Per ASCE 7 Chapter 13 Sds= 0.774 ap= 2.5 lp= Rp= 6 z/h= FD= f.4*aD*Sds*W) *(^+2*zJh) Rp/lp 1800 Ibs. 1 1 (conservative) 0.387 W Governs Fp max= 1.6*Sds*lp*W = Fp min= .3*Sds*lp*W = 1.2384 W 0.2322 W Fp= 697 Ib @ 38.6875 in Mot(base)= 26950 Ibs*.7= 18864.8 "Ibs Mot(tocurb)x.7= Mr= Wtxl .2* width/2= 53550 'lbs * .6= 32130 "Ibs Tr base= -223 Ibs Tr to curb= 12038 "Ibs -338 Ibs Sliding: V= 697 Ibs Wind: 110 mph 3- sec gust wind speed Exposure C Risk Category Af= h/d= 39 ft'^2 0.72 Kz= 0.85 qz= .00256 Kz Kzt Kd ^^2 = Fh= qh(GCr)AfX.6= Fv=qv(GCr)AvX.6= Mot(base)= 60101 "Ibs Mr= Wt* width/2= Tr= 560 Ibs Av= 36 r2 Af<. 1 Bh therefore GCr (h)= 1.9 GCr(v)= 1.5 Kzt= 1.0 Kd= 0.85 22.4 psf ASCE-7 eqn. 30.3-1 990 Ibs 733 Ibs 44625 'lbs * .6= ASCE-7 eqn. 29.5-2 ASC&-7 eqn 29.5-3 Mot(to curb) = 26775 "lbs Tr to curb= 46248 "lbs 327 Ibs Sliding: V= 990 Ibs Attachment: Screw spacing unit to curb: #12 screw spacing = N= 22 V all/screw (20 gage material)= Vall= 4136 Ibs vs. 12 " 188 Ibs 990 Ibs OK T all/screw (20 gage material)= Tall= 665 lbs 95 Ibs N= 7 Unity: V + T Vall+ Tall unity seismic= 0.17 unity wind= 0.73 Curb to joists/blocking in roof: #12X2 1/2" wood screws @ 20 " o.c. (min 2 per side) from curb to support Shear: N= V all/screw= VaIN 12 3372 Ibs vs. 281 Ibs 990 Ibs OK Tension T all/screw= Tall= 1216 Ibs 304 Ibs N= 4 Unity: V + T Vall+ Tall unity seismic= 0.21 unity wind= 0.75 Mechanical Unit Overturning ASCE7-2010 Unit info: Weight= Length= Width= Height= Curb height = 950 Ibs X 1.2= 74.375 in 46.75 in 33.375 in 14 in RTU 2,6 1140 lbs. Seismic: Per ASCE 7 Chapter 13 Sds= 0.774 ap= 2.5 lp= Rp= 6 z/h= Fp= (.4*aP*Sds*W) *n+2*zJh) Rp/lp 1 1 (conservative) 0.387 W <— Governs Fp max=1.6*Sds*lp*W = Fp min= .3*Sds*lp*W = 1.2384 W 0.2322 W Fp= 441 lb @ 30.6875 in Mot(base)= 13539 Ibs*.7= 9477.1 "Ibs Mot(tocurb)x.7= Mr= Wtxl .2* width/2= 26647.5 'lbs * .6= 15989 "Ibs Trbase= -139 Ibs Trtocurb= 5154 "Ibs -232 Ibs Sliding: V= 441 Ibs Wind: 110 mph 3- sec gust wind speed Exposure C Risk Category Af= h/d= 24 ft'^2 0.64 Kz= 0.85 qz= .00256 Kz Kzt Kd ^^2 = Fh= qh(GCr)AfX.6= Fv= qv(GCr)AvX.6= Av= 24 ft'^2 Af<. 1 Bh therefore GCr (h)= 1.9 GCr(v)= 1.5 Kzt= 1.0 Kd=0.85 22.4 psf ASCE-7 eqn. 30.3-1 624 Ibs 486 Ibs Mot (base)= 30526 "Ibs Mr= Wt* width/2= 22206.25 'lbs * .6= Tr= 368 Ibs ASCE-7 eqn. 29.5-2 ASC&-7 eqn 29.5-3 Mot(to curb) = 13324 "Ibs Tr to curb= 21786 "lbs 181 Ibs Sliding: V= 624 Ibs Attachment: Screw spacing unit to curb: #12 screw spacing = N= 18 V all/screw (20 gage material)= Vall= 3384 Ibs vs. 12 " 188 Ibs 624 Ibs OK T all/screw (20 gage material)= Tall= 570 Ibs 95 Ibs N= 6 Unity: V + T Vall+ Tall unity seismic= 0.13 unity wind= 0.50 Curb to joists/bjocking in roof: #12X2 1/2" wood screws @ 20 " o.c. (min 2 per side) from curb to support Shear: N= V all/screw= Vall= 10 2810 Ibs vs. 281 Ibs 624 Ibs OK Tension T all/screw= Tall= 912 Ibs 304 Ibs N= 3 Unity: V + T Vall+ Tall unity seismic= 0.16 unity wind= 0.63 BUILDING ENERGY ANALYSIS REPORT PROJECT: Tilly's - Forum at Carlsbad 1911 Calle Barcelona Carlsbad, CA 92009 Project Designer: Report Prepared by: KLH Engineers 1538 Alexandria Pike Ste. 11 Ft. Thomas, KY 41075 859-442-8050 RECEIVED JUL 18 2014 CITY OF CARLSBAD BUILDING DIVISION Job Number: 15765 Date: 7/16/2014 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, LLG-www.energysoft.com. EnergyPro 6.0 by EnergySoft User Number 4910 ID: 15765 Q STATE OF CALIFORNIA f INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/13) ' \ * i t CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPUANCE-USER INSTRUCTIONS ' NRCC-LTI-Ol-E Indoor Lighting (Page lof 5) 4 Project Name: TjHy-g. Forum at Carlsbad Date Prepared: 7/16/2014 % 4 Climate Zone: Conditioned Floor Area : 9,148 .... 7 Unconditioned Floor Area : o General Information Building Type: 13 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-LIT-02-E Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. YES NRCC-LIT-03-E Indoor Lighting Power Allowance YES NRCC-LIT-04-E Tailored Method Worksheets YES NRCC-LIT-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 + 16,392 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-Ol-E, page 2 -0 Minus Lighting Control Credits NRCC-LTI-Ol-E, page 2 -0 4. Adjusted Installed Lighting Power (row 1 plus row 2 minus row 3) = 16,392 Adjusted Installed Lighting Power (row 1 minus row 3) = 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING 'A CEC-NRCC-LTI-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 2 of 5) Project Name: jilly's - Forum at Carlsbad Date Prepared: 7/16/2014 5. Complies ONLY if Installed < Allowed ^ Complies ONLY if Installed < Allowed t 6. Allowed Lighting Power Conditioned NRCC-LTI-03-E, page 1 18,066 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 X NRCI-LTI-Ol-E - Must be submitted for all buildings • Field Inspector X 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 X NRCI-LTI-03-E - Must be submitted for a line-voltage track lighting integral current limiter, orfor a supplementary overcurrent protection panel used to energize only line-voltage track lighting, to be recognized for compliance. • Field Inspector X 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 X NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. • Field Inspector X 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 X NRCA-LTI-02-E - Must be submitted for occupancy sensors and automatic time switch controls. • Field Inspector X NRCA-LTI-03-E - Must be submitted for automatic daylight controls. • Field Inspector X NRCA-LTI-04-E - Must be submitted for demand responsive lighting controls. • Field Inspector CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING H CEC-NRCC-LTI-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - USER INSTRUaiONS NRCC-LTI-Ol-E Indoor Lighting (Page 3 of 5) Project Name: jj||y's. Forum at Carlsbsd Date Prepared: 7/16/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is onlyfor: m CONDITIONED SPACE • UNCONDITIONED SPACE A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST • 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. • 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 (LTG-5C) 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 AccountabI e Watts 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 -0 QJ (/> -n —. • • • • • • • • • • Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: Enter sum total ofall pages into NRCC- LTI-Ol-E; Page 2 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION *«P^ CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 3 of 5) Project Name: jjHy'g . Porum at Carlsbad Date Prepared: 7/16/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is onlyfor: • CONDITIONED SPACE Q UNCONDITIONED SPACE A. INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST • 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. • 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 (LTG-5C) 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 D 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 AccountabI e Watts Office Location Field Inspector A B C D E F G H i J Complete Luminaire Description (i.e., LED, under cabinet, furniture mounted direct/indirect) Watts per Luminaire Numberof Luminaires Installed portable luminaire watts in this office (BxC) Square feet of this office Watts per square foot (D/E) If F S 0.3, enter zero; if F>0.3, (F-0.3) ExG Identify Office area in which these portable luminaires are installed TJ QJ (/I -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 2 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CAUFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-01-E Indoor Lighting (Page 4 of 5) Project Name: jilly's - Forum at Carlsbad Date Prepared: 7/16/2014 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is onlyfor: a 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 A/A-EM 4 Lamp 42 Watt CFL 118.0 • EZI 33 3,894 Retail Sales, Wholesale • • BB 70w Metal Halide Mag 95.0 121 • 65 6,175 Commercial, Industrial Storage • • BBB-C 1 Lamp 42w CFL 0.0 • 6 0 Retail Sales, Wholesale • • B-FL 1 Lamp 42 Watt CFL 30.0 • 11 330 Locker/Dressing Room • • D/D-EM 2 Lamp 4 ft T8 Rapid Start Elec 62.0 a • 5 310 Corridor/Restroom/Support • • D/D-EM 2 Lamp 4 ft T8 Rapid Start Elec 62.0 a • 2 124 Office <= 250 sqft • • G 2 Lamp 4 ft T8 Rapid Start Elec 62.0 m • 8 496 Retail Sales, Wholesale • • 4 Lamp 4 ft T8 Rapid Start Elec 114.0 EZI • 2 228 Retail Sales, Wholesale • • E 1 Lamp 2 ft T8 Elec 22.0 a • 1 22 Retail Sales, Wholesale • • INSTALLEO WATTS PAGE TOTAL: 11,579 Enter sum total of all pages into NRCC-LTI-Ol-E; Page 2 16,392 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING w CEC-NRCC-LTI-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 4 of 5) Project Name: jjHy's. Porum at Carlsbad Date Prepared: 7/16/2014 A separate Ughting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Ughting Power listed on this Ughting Schedule is only for: m 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 J 4 Lamp 4 ft T8 Rapid Start Elec 114.0 121 • 25 2,850 Retail Sales, Wholesale • • JJ 4 Lamp 4 ft T8 Rapid Start Elec 114.0 • 9 1,026 Commercial, Industrial Storage • • Track Lie 300w Current Limiter 300.0 • 2 600 Retail Sales, Wholesale • • Track Lie 900w Current Limiter 900.0 • 2 1,800 Retail Sales, Wholesale • • • • • • • • • • • • • • • • • • • • • • INSTALLED WATTS PAGE TOTAL: 6,276 Enter sum total of all pages into NRCC-LTI-Ol-E; Page 2 16,392 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION '^F*^ CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-Ol-E Indoor Lighting (Page 5 of 5) Project Name: jilly's - Forum at Carlsbad Date Prepared: 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ^^^^ HolthaUS Documentation Author KLH Engineers Signature Date: .j,^^g^2014 ' 1538 Alexandria Pike Ste. 11 CEA/ HERS Certification Identification (ifapplicable): City/State/Zip: Ft. Thomas, KY 41075 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify thefollowing 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 ProfessionsCode 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: Jeffrey A. Millard Responsi5^2^^'«^^{^5e=^ companv: Engineers DateSigned:- / ^^^^ ^""'"'^ 1538 Alexandria Pike License: E18016 City/State/Zip: Fort Thomas , KY 41075 ''''""^^ 859-442-8050 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 1 of 3) Project Name: J•^^^^.^ _ p^^j^^ gj CaMsbad Date Prepared: 7/16/2014 The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the project. A. IViandatory Lighting Control Declaration Statements Indicate ifthe measure applies: YES NO Control Requirements X 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. X 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). X 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. An Installation Additionally, an Installation Certificate shall be submitted in accordance with Section 130.4(b). X A Track Lighting Supplementary Overcurrent Protection Panel shall be installed in accordance with Section 110.9 and Section 130.3. Additionally, an Installation Certificate shall be installed in accordance with Section 130.4(b). X 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. X All luminaires shall be functionally controlled with manually switched ON and OFF lighting controls in accordance with Section 130.1(a). X 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 130.0(a)4. X 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). X All installed indoor lighting shall be equipped with controls that meet the applicable Shut-OFF control requirements in Section 130.1(c). X 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. X 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). X 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. Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance HERS Provider: June 2013 STATE OF CALIFORNIA INDOOR LIGHTING - LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Ughting - Lighting Controls (Page 3 of 3) ProiectName: jj|,y,g . pQ|.jj^ g{ CaHsbad Date Prepared: 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. ^ Documentation Author Name: ^^^y HolthaUS Documentation Author Signature: ^^^^^^^^V KLH Engineers Signature Date: 7/16/2014 1538 Alexandria Pike Ste. 11 CE/V HERS Certification Identification (ifapplicable): citv/state/zip: Ft. Thomas, KY 41075 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify thefollowing 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. 1 am eligible under Division 3 ofthe Business and ProfessionsCode to accept responsibility forthe 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 forthe 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: Jeffrey A. Millard Responsible Dey^^^^aturgfyg^^^^^^^^ companv: KLH Engineers DateSignedH,/^gY^Q^4 '^''''^"^ 1538 Alexandria Pike Ucense: ^18 016 city/state/zip: Thomas , KY 41075 '""""^ 859-442-8050 Registration Number: Registration DateAime: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance HERS Provider: June 2013 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION ^•"^ CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 1 of 4) ProiectName: -pj||y.g _ p^^.^^ gj CaMsbad Date Prepared: 7/10/2014 ALLOWED LIGHTING POWER (Chose Method) A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is onlyfor: B 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. • 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-l of NRCC-LTI-03-E (below on this page) 327 3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E 17,739 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. 18,066 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 = 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 . 327 Total from section C-3 . 0 Total Watts. Enter Total Watts into section A, row 2 (Above on this page) 327 Registration Number: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Registration Date/Time: HERS Provider: June 2013 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 2 of 4) ProiectName: j.^^^^,^ _ ^^^^^ gj CaMsbad Date Prepared: 7/16/2014 fXseparatepagemu^^ 12 CONDITIONED spaces • UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL UGHTING 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 Display Commercial, Industrial Storage 0.60 X 95 57 X X X X X X X X X X X X X X X X X TOTALS 95 57 Enter sum total Area Category allowed watts into section C-l of NRCC-LTI-03-E (this compliance form) 327 Registration Number: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Registration Date/Time: HERS Provider: June 2013 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 4 of 4) Proiea Name: -pj||y,g _ p^^^^^ gj QarlSbad Date Prepared: 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. ^ ^ Documentation Author Name: Qody" HolttlHUS Documentation Author Signature: ^^y^ ^^P^ ""^"'"^^ KLH Engineers Signature Date: .7^^g/2014 ^""'""^ 1538 Alexandria Pike Ste. 11 CEA/ HERS Certification Identification (ifapplicable): city/state/zip: Ft. Thomss, KY 41075 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify thefollowing 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 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 forthe 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: j^ff^ey A. Millard Responsible Designei^igjftlure: \A k J KLH Engineers Date Signed: ^ ^ fOs^ 14 1538 Alexandria Pike Ucense: £18 016 City/State/Zip: Fort Thomas , KY 41075 ""^""'^ 859-442-8050 Registration Number: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Registration Date/Time: HERS Provider: June 2013 STATE OF CALIFORNIA TAILORED METHOD n CEC-NRCC-LTI-04-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-04-E Indoor Lighting - Tailored Method (Page 1 of 7) Proiect Name: jj„y.g . f:^^^J.^ g^ CarlSbad Date prepared: 7/.,e/2014 Complete separate documents for Conditioned and Unconditioned Spaces. This page is used to document: tZI CONDITIONED SPACES • UNCONDITIONED SPACES A. TAILORED METHOD LIGHTING POWER ALLOWANCE SUMMARY 1. General lighting power (Building Total from Section B of NRCC-LTI-04-E) 12,358 2. General lighting power special function areas (Building Total from Section C of NRCC-LTI-04-E) 270 3. Additional "use it or lose It" lighting power (Watts listed in each of these cells shall be identical to total allowed watts determined in Section D of NRCC-LTI-04-E. Wall Display from Section D-1 2,280 Combined Floor Display and Task Lighting from Section D-2 3,101 Combined Ornamental and Special Effects Lighting from Section D-3 0 Very Valuable Merchandise from Section D-4 5,381 4. Total Allowed Watts using Tailored Method (add lines 1, 2 and 3) 18,009 B. TAILORED METHOD ALLOWED GENERAL UGHTING POWER FROM TABLE 140.6-D A B ROOM NUMBER PRIMARY FUNaiON AREA Retail Sales, Wholesale Retail Sales, Wholesale Retail Sales, Wholesale Retail Sales, Wholesale Retail Sales, Wholesale C D E F 1 <3 ILLUMINANCE VALUE (LUX) ROOM CAVITY RATIO ALLOWED LPD FLOOR AREA ALLOWED WATTS (ExF) 400 10.00 2.20 648 1,426 400 10.00 2.20 700 1,540 400 0.06 0.90 2,100 1,890 400 10.00 2.20 1,600 3,520 400 5.79 1.50 2,655 3,983 PAGE TOTAL If multiple pages are used, enter building total here 12,358 PAGE TOTAL If multiple pages are used, enter building total here 12,358 C. TAILORED METHOD ALLOWED GENERAL UGHTING POWER FOR SPECIAL FUNCTION AREAS ACCORDING TO § 140.6(c)3H • This section shall be used to determine allowed general lighting power ONLY for the following primary function areas: Exercise Center, Gymnasium; IVIedical and Clinical Care; Police Stations and Fire Stations; Public rest areas along state and federal roadways; other primary function areas that are not listed in Table 140.6-D A 8 C D E F 1 G ROOM NUMBER PRIMARY FUNCTION AREA ILLUMINANCE VALUE (LUX) ROOM CAVITY RATIO ALLOWED LPD FLOOR AREA ALLOWED WATTS (ExF) Commercial, Industrial Storage 0 0.00 0.20 95 19 Commercial, Industrial Storage 0 0.00 0.20 76 15 Locker/Dressing Room 0 0.00 0.20 203 41 Commercial, Industrial Storage 0 0.00 0.20 76 15 Commercial, Industrial Storage 0 0.00 0.20 260 52 Commercial, Industrial Storage 0 0.00 0.20 304 61 PAGE TOTAL If multiple pages are used, enter building total here 12,561 PAGE TOTAL If multiple pages are used, enter building total here 270 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance HERS Provider: June 2013 STATE OF CALIFORNIA ^^^^ TAILORED METHOD CEC-NRCC-LTI-04-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-04-E Indoor Lighting - Tailored Method (Page 1 of 7) ProiectName: jj||y,g . pQ|.^j^ gj CaMsbad Date Prepared: 7/^6/2014 Complete separate documents for Conditioned and Unconditioned Spaces. This page is used to document: 13 CONDITIONED SPACES • UNCONDITIONED SPACES A. TAILORED METHOD LIGHTING POWER ALLOWANCE SUMMARY 1. General lighting power (BuildingTotal from Section B of NRCC-LTI-04-E) 12,358 2. General lighting power special function areas (Building Total from Section C of NRCC-LTI-04-E) 270 3. Additional "use It or lose it" lighting power (Watts listed in each of these cells shall be identical to total allowed watts determined in Section D of NRCC-LTI-04-E. Wall Display from Section D-1 2,280 Combined Floor Display and Task Lighting from Section D-2 3,101 Combined Ornamental and Special Effects Lighting from Section D-3 Very Valuable Merchandise from Section D-4 5,381 4. Total Allowed Watts using Tailored Method (add lines 1, 2 and 3) 18,009 B. TAILORED METHOD ALLOWED GENERAL UGHTING POWER FROM TABLE 140.6-D B ROOM NUMBER PRIMARY FUNaiON AREA ILLUMINANCE VALUE (LUX) ROOM CAVITY RATIO ALLOWED LPD FLOOR AREA PAGE TOTAL If multiple pages are used, enter building total here ALLOWED WATTS (ExF) 12,358 C. TAILORED METHOD ALLOWED GENERAL UGHTING POWER FOR SPECIAL FUNCTION AREAS ACCORDING TO § 140.6(c)3H • This section shall be used to determine allowed general lighting power ONLY for the following primary function areas: Exercise Center, Gymnasium; Medical and Clinical Care; Police Stations and Fire Stations; Public rest areas along state and federal roadways; other primary function areas that are not listed in Table 140.6-D ROOM NUMBER PRIMARY FUNaiON AREA Office <= 250 sqft Corridor/Restroom/Support Corridor/Restroom/Support Corridor/Restroom/Support ILLUMINANCE VALUE (LUX) 0 ROOM CAVITY RATIO 0.00 0.00 0.00 0.00 ALLOWED LPD 0.20 0.20 0.20 0.20 FLOOR AREA 88 144 52 52 PAGE TOTAL If multiple pages are used, enter building total here ALLOWED WATTS (ExF) 18 29 10 10 67 270 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance HERS Provider: June 2013 CERTIFICATE OF COMPLIANCE NRCC-LTI-04-E Indoor Lighting-Tailored Method (Page 2 of 7) ProiectName: J•^^^^,^ _ p^j.^^^ gj Qarlsbad Date Prepared: 7/16/2014 Complete separate documents for Conditioned and Unconditioned Spaces. This page is used to document: IZ CONDITIONED SPACES • UNCONDITIONED SPACES TAILORED METHOD ADDITIONAL "USE IT OR LOSE IT" UGHTING POWER ALLOWANCES • Use this section to document and calculate additional lighting power for wall display, floor display, task, ornamental, special effects, or very valuable display case lighting. • The additional lighting power allowance shall be the smaller of the allowed lighting power or the actual lighting power used. • These additional lighting power allowances shall not be available when using §140.6(c)3H to determine the general lighting power allowance, when using the Complete Building Method, or for any areas using the Area Category Method. D-1. Additional allowed lighting power for wall display lighting • Floor displays shall not qualify for the wall display lighting power allowance. • Qualifying wall lighting complies with the applicable requirements in §140.6(c)3l. B H Primary Function Area ALLOTTED WATTS DESIGN WATTS Wall Display Length in (Unear Feet) Wall Display Power (W/lin foot) Allotted Watts (BxC) Luminaire Code Mounting Height Mounting height factor Watts per luminaire # luminaires Design Watts (GxHxl) Allowed Watts (smaller of D or J) Sales Sales Sales Sales < 12 feet 1.00 130 14.00 1,820 12 feet to < 16 feet 0.87 114.0 17 1,685 16 feet or higher 0.77 Total for this Primary Function Area 130 14.00 1,820 < 12 feet 12 feet to < 16 feet 16 feet or higher 0.77 1.00 0.87 22.0 19 Total for this Primary Function Area: 130 14.00 1,820 <12 feet 12 feet to < 16 feet 16 feet or higher 1.00 0.87 0.77 62.0 54 Total for this Primary Function Area: 250 14.00 3,500 Track Lightir < 12 feet 12 feet to < 16 feet 16 feet or higher 1.00 0.87 0.77 300.0 522 Total for this Primary Function Area: Sum total power for wall display lighting for all function areas: Registration Number: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Registration Date/Time: HERS Provider: June 2013 CERTIFICATE OF COMPLIANCE NRCC-LTI-04-E Indoor Lighting - Tailored Method (Page 3 of 7) ProiectName: -pj,|y,g _ p^^^^ g^ CsNsbad DatePrepared: 7/15/2914 Complete separate documents for Conditioned and Unconditioned Spaces. This page is used to document: Si CONDITIONED SPACES • UNCONDITIONED SPACES D-2. Additional allowed lighting power for combined floor display and task lighting • • • • • Displays that are installed against a wall shall not qualify for the floor display lighting power allowances. Lighting internal to display cases shall be counted EITHER as floor display lighting in accordance with §140.6(c)3J; or as very valuable display case lighting in accordance with §140.6(c)3Liii and iv. Additional allowed power for floor display lighting, and additional allowed power for task lighting, may be used by qualifying floor display lighting systems, qualifying task lighting systems, or a combination of both. For floor areas qualifying for both floor display and task lighting power allowances, the additional allowed power shall be used only once for the same floor area, so that the allowance shall not be additive. Qualifying floor display lighting complies with the applicable provision in §140.6(c)3J(v and vi). Additional allowed power for a combination of floor display lighting and task lighting shall be available onlyfor (I) floors having floor displays; or (II) floors not having floor displays but having tasks having illuminance recommendations that appear in the Tenth Edition ofthe IES Lighting Handbook and that are higher than the general lighting level in column 2 of TABLE 140.6-D. The square footage of floor display or the square footage of task areas shall be determined in accordance with §140.6(c)3C and D, except that any floor area designed to not have floor displays or tasks, such as floor areas designated as a path of egress, shall not be included for the floor display allowance. B H J ALLOTTED WATTS DESIGN WATTS Primary Function Area Square feet of area Lighting Power (W per sq ft) Allotted Watts (BxC) Luminaire Code Mounting Height Mounting height factor Watts per luminaire # luminaires Design Watts (GxHxl) Allowed Watts (smaller of Dor J) WL < 12 feet 1.00 Sales 648 1.00 648 12 feet to < 16 feet 0.87 114.0 198 16 feet or higher 0.77 Total for this Primary Function Area: ^5^ Sales 648 1.00 648 BBB-C <12 feet 12 feet to < 16 feet 16 feet or higher 1.00 0.87 0.77 0.0 Total for this Primary Function Area: Sales 648 1.00 648 < 12 feet 12 feet to < 16 feet 16 feet or higher 1.00 0.87 0.77 62.0 54 Total for this Primary Function Area: 252 display lighting:| 3,101 Sum total power for wall Registration Number: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Registration Date/Time: HERS Provider: June 2013 CERTIFICATE OF COMPUANCE NRCC-LTI-04-E Indoor Lighting-Tailored Method (Page 3 of 7) Proiect Name: J•^^y^ _ ^^^^^^^ g^ CaMSbad DatePrepared: 7/^6/2014 Complete separate documents for Conditioned and Unconditioned Spaces. This page is used to document: 0 CONDITIONED SPACES • UNCONDITIONED SPACES D-2. Additional allowed lighting power for combined floor display and task lighting • Displays that are installed against a wall shall not qualify for the floor display lighting power allowances. Ughting internal to display cases shall be counted EITHER as floor display lighting in accordance with §140.6(c)3J; or as very valuable display case lighting in accordance with §140.6(c)3Uii and iv. Additional allowed power for floor display lighting, and additional allowed power for task lighting, may be used by qualifying floor display lighting systems, qualifying task lighting systems, or a combination of both. For floor areas qualifying for both floor display and task lighting power allowances, the additional allowed power shall be used only once for the same floor area, so that the allowance shall not be additive. Qualifying floor display lighting complies with the applicable provision in §140.6(c)3J(v and vi). Additional allowed power for a combination of floor display lighting and task lighting shall be available only for (I) floors having floor displays; or (II) floors not having floor displays but having tasks having illuminance recommendations that appear in the Tenth Edition of the IES Ughting Handbook and that are higher than the general lighting level in column 2 of TABLE 140.6-D. The square footage of floor display or the square footage of task areas shall be determined in accordance with §140.6(c)3C and D, except that any floor area designed to not have floor displays or tasks, such as floor areas designated as a path of egress, shall not be included for the floor display allowance. • • • • B H I J ALLOTTED WATTS DESIGN WATTS Primary Function Area Square feet of area Sales 2,100 Sales 2,655 Sales 2,655 Lighting Power (W per sq ft) 1.00 1.00 1.00 Allotted Watts (BxC) Luminaire Code 2,100 Track Lightin Mounting Height < 12 feet 12 feet to < 16 feet 16 feet or higher Mounting height factor 1.00 0.87 0.77 Watts per luminaire 900.0 # luminaires Design Watts (GxHxl) Allowed Watts (smaller of Dor J) Total for this Primary Function Area 2,655 < 12 feet 12 feet to < 16 feet 16 feet or higher 1.00 0.87 0.77 62.0 Total for this Primary Function Area: 2,655 < 12 feet 12 feet to < 16 feet 16 feet or higher 1.00 0.87 0.77 114.0 8 Total for this Primary Function Area: Sum total power for wall display lighting: Registration Number: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance Registration Date/Time: HERS Provider: June 2013 CERTIFICATE OF COMPUANCE - USER INSTRUCTIONS NRCC-LTI-04-E Indoor Lighting-Tailored Method (Page 6 of 7) ROOM CAVITY RATIO (RCR) WORKSHEET RECTANGULAR SPACES A B c D E F Room Number Task/Activity Description Room Length (L) (ft) Room Width (W) (ft) Room Cavity Height (H) (ft) RCR 5 X H X (L+W) /(LxW) Sales Retail Sales, Wholesale 9.5 9.5 9.5 10.00 Display Commercial, Industrial Store 0.0 5.5 0.00 Sales Retail Sales, Wholesale 9.5 9.5 9.5 10.00 Sales Retail Sales, Wholesale 9.5 9.5 9.5 10.00 Display Commercial, Industrial Stors 0.0 0.0 5.5 0.00 Sales Retail Sales, Wholesale 9.5 9.5 5.5 5.79 Fitting Rooms Locker/Dressing Room 0.0 0.0 5.5 0.00 Display Commercial, Industrial Storj 0.0 0.0 5.5 0.00 Shoe Storage Commercial, Industrial Storj 0.0 0.0 5.5 0.00 Stock Commercial, Industrial Store 0.0 0.0 5.5 0.00 Office Office <= 250 sqft 0.0 0.0 5.5 0.00 NON-RECTANGULAR SPACES A B c D E F Room Number Task/Activity Description Room Area (A) (ft^) Room Perimeter (P) (ft) Room Cavity Height (H) (ft) RCR 2.5xHxP/A Sales Retail Sales, Wholesale 2,100.0 9.5 5.5 0.06 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 CERTIFICATE OF COMPLIANCE - USER INSTRUCTIONS NRCC-LTI-04-E Indoor Lighting-Tailored Method (Page 6 of 7) ROOM CAVITY RATIO (RCR) WORKSHEET REaANGULAR SPACES A B c D E f Room Number Task/Activity Description Room Length (L) (ft) Room Width (W) (ft) Room Cavity Height (H) (ft) RCR 5 x H X (L+W) /(LxW) Corridor Corridor/Restroom/Support 0.0 0.0 5.5 0.00 Restroom Corridor/Restroom/Support 0.0 5.5 0.00 Restroom Corridor/Restroom/Support 0.0 0.0 5.5 0.00 NON-REaANGULAR SPACES A B c D E F Room Number Task/Activity Description Room Area (A) (ft^) Room Perimeter (P) (ft) Room Cavity Height (H) (ft) RCR 2.5xHxP/A DOCUMENTATION AUTHOR'S DECLARATION STATEMENT CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 CERTIFICATE OF COMPUANCE - USER INSTRUCTIONS NRCC-LTI-04-E Indoor Lighting - Tailored Method (Page 7 of 7) 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. _ Documentation Author Name: ^^^^ HolthaUS Documentation Author '^"'""^"^ KLH Engineers Signature Date: 7/1g/2014 1538 Alexandria Pike Ste. 11 CE/V HERS Certification Identification (if applicable): City/State/Zip: R. Thomas, KY 41075 Phone: 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify thefollowing 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 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 toJ^tS'BiJilding owner at occupancy. Responsible Designer Name: , „ . ,, Jeffrey A. Millard Responsible Desig^j^i^i^l&^^ire: ^^^^j^^^^^^y^ Company: i^i i i i- • KLH Engineers Date Signed: 7 / j^ g jlg^ 4 1538 Alexandria Pike Ucense: £18 016 City/State/Zip: Fort Thomas , KY 41075 '"•'""'^ 859-442-8050 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA LINE-VOLTAGE TRACK LIGHTING WORKSHEET CEC-NRCC-LTI-05-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-05-E Indoor Lighting - Line-Voltage Track Ughting Worksheet (Page 1 of 2) ProiectName: J^^^y^ _ f^^y^j^ gt Carlsbad DatePrepared: 7/16/2014 • There are four different methods available for determining how many watts of line-voltage track or line-voltage busway has been installed. One or more methods may be used to determine how many watts of line-voltage track or line-voltage busway has been installed. Use this worksheet to separately calculate the input wattage for each system. • Separately enter each row of this worksheet into the Luminaire Schedule in section C of NRCC-LTI-Ol-E • Method 1 is the only option available for determining wattage for track or busway rated for more than 20 amperes • METHOD 1 - VOLT-AMPERE (VA) RATING OF THE BRANCH CIRCUIT(S) A B BRANCH CIRCUIT NAME OR ID VOLT-AMPERE (VA) RATING OF THE BRANCH CIRCUIT • METHOD 2 - USE THE HIGHER OF 45 WATTS PER UNEAR FOOT OF TRACK OR TOTAL RATED WATTAGE OF ALL LUMINAIRES A B c D E F Track or Name # Linear Feet of Track (W/LF) BxC (W) TOTAL RATED WATTAGE OF ALL LUMINAIRES LARGER OF (Dor E) 45 45 45 ^ METHOD 3 - USE THE HIGHER OF: 12.S WATTS / UNEAR FOOT OF TRACK - OR VA RATING OF INTEGRAL CURRENT UMITER • Only integral current limiters which are certified to the Energy Commission shall be recognized by the Standards. • This method shall not be recognized if an Installation Certificate is not submitted. A B c D E F Track or Name # Linear Feet of Track (W/LF) BxC (W) VA Rating of Integral Current Limiter Larger of (Dor E) K 88 12.5 1100 (2) 2.5A = 600W 1100 L 148 12.5 1850 (2)7.5= 1800W 1850 12.5 • METHOD 4 - DEDICATED TRACK UGHTING SUPPUMENTARY OVERCURRENT PROTECTION PANEL • This method shall not be recognized if an Installation Certificate is not submitted. • This method shall be used only for line-voltage track lighting, and shall not be recognized for any other lighting systems. If any other lighting systems or devices are installed, the supplementary overcurrent protection panel shall not be recognized for compliance with the Standards A B C D NAME OR ID Voltage of the Branch Circuit Sum of the Ampere Rating of all Devices installed in the Panel Wattage = Sum of the Ampere Ratings of all of the Devices Times The Branch Circuit Voltage (B x C) Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance HERS Provider: June 2013 STATE OF CALIFORNIA LINE-VOLTAGE TRACK LIGHTING WORKSHEET CEC-NRCC-LTI-05-E (Revised 06/13) A' CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-05-E Indoor Lighting - Line-Voltage Track Ughting Worksheet (Page 2 of 2) ProiectName: -p.||y,g _ p^^^^^ ^^ Catlsbad DatePrepared: 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. __ ^. Documentation Author Name: „ j TT n Cody Holthaus Documentation Author Signature^^^^^^^^^^^^^^^^^^^'^ Company: ixi i i i- KLH Engineers Signature Date: 7/16/2014 1538 Alexandria Pike Ste. 11 CEA/ HERS Certification Identification (ifapplicable): City/State/Zip: R. Thomas, KY 41075 859-442-8050 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 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 pro\^id€st3)the building owner at occupancy. Responsible Designer Name: , „ . , Jeffrey A. Millard Responsib^a^eyt^er SigpatAJrei^rA^ / '^"""^"^ KLH Engineers DateSignId: C=fJ// 2Q1A 1538 Alexandria Pike License: £18 016 city/state/zip: Fort Thomas , KY 41075 859-442-8050 Registration Number: Registration Date/Time: CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance HERS Provider: June 2013 STATE OF CALIFORNIA MECHANICAL SYSTEMS CEC-NRCC-MCH-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION**^!*^ CERTIFICATE OF COMPLIANCE NRCC-MCH-Ol-E Mechanical Systems (Page 1 of 4) ProiectName: _ p^^.^^ g^ ^arlsbad DatePrepared: 7/16/2014 MECHANICAL COMPUANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. YES NO Form/Worksheet # Title El • NRCC-MCH-OIE (Part 1 of 3) Certificate of Compliance, Declaration. Required on plans for all submittals. El • NRCC-MCH-OIE (Part 2 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-02Ato llA). Required on plans for all submittals. m • NRCC-MCH-OIE (Part 3 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-12A to 18A). Required on plans where applicable. Ei • NRCC-MCH-02E (Part 1 of 2) Mechanical Dry Equipment Summary is required for all submittals with Central Air Systems. It is optional on plans. m • NRCC-MCH-02E (Part 2 of 2) Mechanical Wet Equipment Summary is required for all submittals with chilled water, hot water or condenser water systems. It is optional on plans. m • NRCC-MCH-03E Mechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is optional on plans. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required forms) Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment ofthe same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test them self or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck - The NRCC-MCH-C Inspector - Before occupancy 3J-f form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked, permit is granted all newly installed process systems must be tested to ensure proper operations. Test Description MCH-02A MCH-03A MCH-04A MCH-OSA MCH-06A MCH-07A MCH-08A MCH-09A MCH-lOA MCH-llA Equipment Requiring Testing or Verification #of units Outdoor Ventilation Single Zone Unitary Air Distribution Ducts Economizer Controls Demand Control Ventilation (DCV) Supply Fan VAV Valve Leakage Test Supply Water Temp. Reset Hydronic System Variable Flow Control Automatic Demand Shed Control Carrier 50TCQE 4 m • • m • • • • • Carrier 50TCQ/ 1 • a • • • • • Carrier SOTCQ/ 1 m • m • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA MECHANICAL SYSTEMS CEC-NRCC-MCH-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION***^ CERTIFICATE OF COMPUANCE NRCC-MCH-Ol-E Mechanical Systems (Page 2 of 4) Proiect Name: Jj,|y.g . p^^^^ g( QgrlSbad DatePrepared: 7/16/2014 MECHANICAL HVAC ACCEPTANCE FORMS (check box for required forms) Designer: This form is to be used by the designer and attached to the plans. Usted below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment ofthe same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test them self or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. The following tests require a Enforcement Agency: Plancheck - The NRCC-MCH-C Inspector - Before occupancy U-E form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked, permit is granted all newly installed process systems must be tested to ensure proper operations. Test Description MCH-12A MCH-13A MCH-14A MCH-15A MCH-16A MCH-17A MCH-18A Equipment Requiring Testing or Verification #of units Fault Detection & Diagnostics for DX Units Automatic Fault Detection & Diagnostics for Air & Zone Distributed Energy Storage DX AC Systems Thermal Energy Storage (TES) Systems Supply Air Temperature Reset Controls Condenser Water Reset Controls ECMS Carrier 50TCQC 4 • • • • • • • Carrier 50TCQ/! 1 • • • • • • • Carrier 50TCQ/ 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA MECHANICAL SYSTEMS IIR CEC-NRCC-MCH-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION***^ CERTIFICATE OF COMPUANCE NRCC-MCH-Ol-E Mechanical Systems (Page 3 of 4) Proiect Name: ^jjjy.g _ ^^^^^ CaDsbad D=teP«^,«i. 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. y Documentation Author Name: » • • r% i_ ix Michael Schulte Documentation Author Signature: ^^''^•"^ KLH Engineers Signature Date: 7/16/2014 1538 Alexandria Pike Ste. 11 CEA/ HERS Certifvcatton Identification (if applicable)'. citv/state/zip: Ft. Thomas, KY 41075 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, underthe 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 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 forthe 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. //l/l /i\ a i/i J — Responsible Designer Name: ^/ig^hew C. DebeveC Responsible Designer Sigmturey^// U j ril 1 ]/ 1 f ILfnUfl A _-.^'^ company: KLH Engineers DateSigned: 7/.,g/2ok ^ ^""'"'^ 1538 Alexandria Pike M35990 City/State/Zip: Fort Thomas , KY 41075 '"""'^ 859-442-8050 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS m CEC-NRCC-MCH-02-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION ""^ CERTIFICATE OF COMPUANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page lof 3) Proiect Name: -pj||y,g _ ^^^^^^ gj Qarlsbad DatePrepared: 7/16/2014 Equipment Tags and System Description^ RTU-1 RTU-2 RTU-3 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents^ Heating Equipment Efficiency^ 110.1 or 110.2(a) Cooling Equipment Efficiency 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AHUs 110.2(f) Ventilation'' 120.1(b) Demand Control Ventilation^ 120.1(c)4 Occupant Sensor Ventilation Control 120.1(c)5,120.2(e)3 Shutoff and Reset Controls^ 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(1) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4 (a & b) 140.4(a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool^ 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating' 140.4(g) Duct Leakage Sealing and Testing.^" 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" ifthe requirement is not applicable to this system. 3. The referenced plans and specifications must include all ofthe following information: equipment tag, equipment nominal capacity. Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. Ifthe system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (ifapplicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification ofthe zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. Ifthe system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS w CEC-NRCC-MCH-02-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry System Requirements (Page 1 of 3) ProiectName: -^j„y,g _ p^^^^ g^ CatlSbad DatePrepared: 7/16/2014 7 Equipment Tags and System Description RTU-4 RTU-5 RTU-6 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents^ Heating Equipment Efficiency^ 110.1 or 110.2(a) Cooling Equipment Efficiency^ 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) Low leakage AHUs 110.2(f) Ventilation 120.1(b) Demand Control Ventilation^ 120.1(c)4 Occupant Sensor Ventilation Control^ 120.1(c)5,120.2(e)3 Shutoff and Reset Controls^ 120.2(e) Outdoor Air and Exhaust Damper Control 120.2(f) Isolation Zones 120.2(g) Automatic Demand Shed Controls 120.2(h) Economizer FDD 120.2(1) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4 (a & b) 140.4(a & b) Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool^ 140.4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) Electric Resistance Heating' 140.4(g) Duct Leakage Sealing and Testing.^" 140.4(1) Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" ifthe requirement is not applicable to this system. 3. The referenced plans and specifications must include all ofthe following information: equipment tag, equipment nominal capacity. Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part-load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more space is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E form. 5. If one or more space has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. Ifthe system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (ifapplicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification ofthe zone controls. Provide a MCH-03-E form. 9. Enter N/A if there is no electric heating. Ifthe system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPUANCE NRCC-MCH-02-E HVAC Wet System Requirements (Page 3 of 3) ProiectName: J•^^y^ _ ^^^^ gj CaMsbad DatePrepared: 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ^jchaei SchuitB Documentation Author Signatur^^^^^^ ^^^^^^^^^^^| KLH Engineers Signature Date: jj.^ 6/201 4 1538 Alexandria Pike Ste. 11 CEA/ HERS Certification Identification (ifapplicable): City/State/Zip: Ft. Thomas, KY 41075 Phone: 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify thefollowing 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. 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 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 forthe 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 provi^^o ^IfequiJfiipg/tjwner at occupancy^__- Responsible Designer Name: ^g^hew C. DebeVeC Responsible Designer Signati^/i^ V1/V/1 1/^ f iliflthtt j, '^"^"""^^ KLH Engineers DateSigned: / 7/16/2014 1538 Alexandria Pike Ucense: , M35990 City/State/Zip: Fort Thomas , KY 41075 859-442-8050 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E (Revised 06/13) HI CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page lof 2) Proiect Name: Jj||y,g . pQ^^^^ gf CaMsbad DatePrepared: 7/16/2014 ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS OCCUPANCY BASIS MINIMUM VAV Reheated Primary Air CFM VAVD Primar eadband /Air CFM A B c D E F G H 1 J K L M N 0 P Q R S T ZONE/SYSTEM/ VAV BOX TAG DESIGN PRIMARY COOUNG AIRFLOW (CFM) DESIGN PRIMARY DEAD-BAND AIRFLOW (CFM) DESIGN PRIMARY HEATING AIRFLOW (CFM) CNTRL TYPE DDC (Y/N) TRANSFER AIRFLOW (CFM) CONDI-TIONED AREA (ft') MIN CFM PER AREA MIN CFM BY AREA NUM. OF PEOPLE CFM PER PERSON MIN CFM BY OCCU-PANT REQ'D VENT AIRFLOW (MAX OFIORL) (CFM) COM-PUES PRIMARY COOUNG AIR (50% DDC,30% NON-DDC) (CFM) MAXIMUM REHEAT CFM (MAX OF M ORO) COM-PLIES? (20% DDC, N/A NON-DDC) (CFM) (larger of M or R, N/A for NON-DDC) (CFM) COM-PLIES Sales 648 0.20 130 21.4 6.1 130 130 Y Total 130 Displa 95 0.15 14 0.3 50.0 14 14 Y Sales 700 0.20 140 23.1 6.1 140 140 Y Total 154 Displa 95 0.15 14 0.3 50.0 14 14 Y Sales 2,100 0.20 420 69.3 6.1 420 420 Y Total 434 Sales 1,600 0.20 320 52.8 6.1 320 320 Y Displa 76 0.15 11 0.2 50.0 11 11 Y Total 331 Sales 2,655 0.20 531 87.6 6.1 531 531 Y Fitting 203 0.15 30 4.1 7.5 30 30 Y Total 561 Storac 640 0.15 96 1.9 50.0 96 96 Y Office 88 0.15 13 0.9 15.0 13 13 Y Corrid 248 0.15 37 2.5 15.0 37 37 Y Total 146 Yellow shaded cells require user input. Remaining cells are protected and automatic B. The largest amount of primary air supplied by the terminal unit when it's operating in the cooling mode. C. The smallest amount of primary air supplied by the terminal unit in the deadband mode. D. The largest amount of primary air supplied by the terminal unit when it's operating in the heating mode. E. A terminal unit can be controlled with DDC controls, or non-DDC controls. Each control category has different reheat limitations in code. F. Transfer Air must be provided where Required Ventilation Airflow (Column M) is greater than the Design Primary Deadband Airflow (Column C). CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-03-E Mechanical Ventilation & Reheat (Page 2 of 2) ProiectName: J•^^^^.^ _ p^^^^^ gj CaNsbad DatePrepared: 7/16/2014 H. Minimum ventilation rate per Section §120.1. Table 120.1-A. J. Based on number offixed seats where applicable or the greater ofthe expected number of occupants and 50% ofthe CBC occupant load for egress purposes for spaces without fixed seating. M. Required Ventilation Airflow (Req'd Ventilation Airflow) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column I or L) N. This column identifies whether or not the Design Primary Deadband Airflow complies or not. It compares the value in column M to the value in column C and column F. 0. Design Primary Cooling Airflow •* 0.50 for DDC, Design Primary Cooling Airflow * 0.30 for Non-DDC. Ifthe Design Primary Cooling Airflow is less than 300 cfm, then this is not applicable. P. Maximum of Column M and Column 0. If the Design Primary Cooling Airflow is 300 cfm or less, then this is not applicable. Q. This column identifies whether or not the Design Primary Reheat Airflow at the zone level, complies or not. It compares the value in column P to the value in column D. R. Design Primary Cooling Airflow * 0.20 for DDC. Not applicable for Non-DDC zones or zones where Design Primary Cooling Airflow is is 300 cfm or less. S. Maximum of Column M and Column R. Not applicable if the Design Primary Cooling Airflow is 300 cfm or less. T. This column identifies whether or not the Design Primary Deadband Airflow at the zone level, complies or not. It compares the value in column S to the value in column C. DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael SchultB Documentation Author Signature: Company: KLH Engineers Signature Date: 7/^6/2014 1538 Alexandria Pike Ste. 11 CEA/ HERS Certification Identification (ifapplicable): City/State/Zip: Ft. Thomas, KY 41075 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify thefollowing 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. I 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 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. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued forthe building, and made available tothe enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included vvith the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Matthew C. Debevec Responsible Designer Signature: Company : KLH Engineers Date Signed: 7/^ 6/2 Address: 1538 Alexandria Pike License: M35990 City/State/Zip: Fort Thomas , KY 41075 Phone: 859-442-8050 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION ""^ ' CERTIFICATE OF COMPLIANCE NRCC-MCH-04-E Required Acceptance Tests (Page 1 of 3) Project Name: jj||y,g _ ^^^^^^ ^^ Catlsbad DatePrepared: 7/16/2014 MECHANICAL COMPLIANCE FORMS & WORKSHEETS (indicate if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2013 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. Forms NRCC-MCH-04-E and NRCC-MECH-05-E are alternative forms to NRCC-MCH-Ol-E, NRCC-MCH-02-E and NRCC- MCH-03-E for projects using only single zone packaged HVAC systems. YES NO Form Title / NRCC-MCH-04-E(lof 3) Certificate of Compliance. Required on plans when used. / NRCC-MCH-04-E (2 of 3) Mechanical Acceptance Tests. Required on plans when used. / NRCC-MCH-05-E (1 of 2) HVAC Prescriptive Requirements. It is required on plans when used. / NRCC-MCH-05-E (2 of 2) Mechanical SWH Equipment Summary is required for all submittals with service water heating, pools or spas. It is required on plans where applicable. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPUANCE NRCC-MCH-04-E Required Acceptance Tests (Page 2 of 3) Proiect Name: jjHy.g . p^^^p^ g, Qarlsbad DatePrepared: 7/10/2014 Designer: This form is to be used by the designer and attached to the plans. Usted below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part ofthe plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance. Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements.. The NRCC-MCH-04-E form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. Thefollowing checked-off forms are required for ALL newly installed and replaced equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. Test Description MCH-02A MCH-03A MCH-04A MCH-OSA MCH-06A MCH-07A MCH-llA MCH-12A MCH-14A MCH-18A Test Performed By: Equipment Requiring Testing or Verification #of units Outdoor Ventilation Single Zone Unitary Air Distribution Ducts Economizer Controls Demand Control Ventilation (DCV) Supply Fan VAV Valve Leakage Test Supply Water Temp. Reset Hydronic System Variable Flow Control Automatic Demand Shed Control Carrier 50T 4 / / / / / Carrier 50T 1 / / / / Carrier 507 1 / / / CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPUANCE NRCC-MCH-04-E Required Acceptance Tests (Page 3 of 3) Proiect Name: -pj||y,g . p^^^^^ gj CaMsfaad DatePrepared: 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael Schulte Documentation Author Signature; ^ - ^^^no-"^^^,^ KLH Engineers Signature Date: ^^^g^2014 """'""^ 1538 Alexandria Pike Ste. 11 CEA/ HERS Certification Identification (ifapplicable): City/State/Zip: Ft. Thomas, KY 41075 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, underthe 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 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. ^ /f, . Responsible Designer Name: . - .., ^ , Matthew C. Debevec Responsible DesignerSignature:^^!^!^^;/;^^,,,.--^ """""""^ KLH Engineers DateSigned: J/^Q/2Q'\^ ^VY^ i^J^'^ i 1538 Alexandria Pike M35990 City/State/Zip: p^^^ Thomas , KY 41075 859-442-8050 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION '^•^ CERTIFICATE OF COMPUANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page lof 2) Project Name: .^j|,y,g _ p^^^^^ gj CaNsbad DatePrepared: 7/16/2014 Equipment Tag(s)' RTU-1 RTU-2 RTU-3 MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation T-24 Sections Requirement^ As Scheduled^ Requirement As Schedulec^ Requirement As Scheduled^ MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.1 or 110.2(a) 3.30 COP 3.40 COP 7.70 HSPF 7.70 HSPF 3.30 COP 3.40 COP MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.1 or 110.2(a) 11.0 EER 12.5 EER 13 SEER 13.1 SEER/11 11.0 EER 12.5 EER MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.2(d) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.1(b) 130 130 154 154 434 434 MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.1(c)4 Req Yes Req Yes Req Yes MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.1(c)5,120.2(e)3 MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(e) Req Programmable Req Programmable Req Programmable S MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(f) Req Auto Req Auto Req Auto MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(h) NR none NR none NR none MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(i) Req Yes NR No Req Yes MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats^ Furnace Standby Loss Control* Ventilation^ Demand Control Ventilation Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(a & b) 53,671 Btu/hr 65,789 Btu/hr 23,488 Btu/hr 34,807 Btu/hr 41,795 Btu/hr 65,789 Btu/hr Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(a & b) 102,818 Btu/h 71,414 Btu/hr 73,132 Btu/hr 37,936 Btu/hr 91,513 Btu/hr 68,487 Btu/hr Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(e) Req Diff. Temp (Inte NR Diff. Temp (lnte( Req Diff. Temp (Integ Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(g) No No No No No No Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(1) NR No NR No NR No Notes: 2. Provide equipment tags (e.g. ACl or ACl to 10). Multiple units ofthe same make and model with the same application and accessories can be grouped together 2. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description of the unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). 3. For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. 4. Where there is more than one requirement (e.g. full and part load efficiency) enter both with the appropriate labels (e.g. COP and lEER). 5. In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. 6. If the unit has a furnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. IID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "N/A". 7. In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "N/A" in the left column and "the space is naturally ventilated" in the right column. 8. If the space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). 10. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 11. If duct leakage sealing and testing is required, a MCH-04-Aform must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION ^W** CERTIFICATE OF COMPUANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 1 of 2) Project Name: J.^^^^.^ _ ^^^^^ gj Carjsbad DatePrepared: 7/16/2014 Equipment Tag(s)^ RTU-4 RTU-5 RTU-6 MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation T-24 Sections Requirement^ As Scheduled^ Requirement As Scheduled^ Requirement As Scheduled^ MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.1 or 110.2(a) 3.30 COP 3.40 COP 3.30 COP 3.40 COP 7.70 HSPF 7.70 HSPF MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.1 or 110.2(a) 11.0 EER 12.5 EER 11.0 EER 12.5 EER 13 SEER 13.1 SEER/11.: MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.2(b), 110.2(c) Setback Setback Setback Setback Setback Setback MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 110.2(d) n/a n/a n/a MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.1(b) 331 331 561 561 146 269 MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.1(c)4 Req Yes Req Yes NR No MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.1(c)5,120.2(e)3 MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(e) Req Programmable Req Programmable Req Programmable S MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(f) Req Auto Req Auto Req Auto MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(h) NR none NR none NR none MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.2(i) Req Yes Req Yes NR No MANDATORY MEASURES Heating Equipment Efficiency" Cooling Equipment Efficiency" Thermostats Furnace Standby Loss Control* Ventilation Demand Control Ventilation^ Occupant Sensor Ventilation Control^ Shutoff and Reset Controls' Outdoor Air and Exhaust Damper Control Automatic Demand Shed Controls Economizer FDD Duct Insulation 120.4 R-8 R-8.0 R-8 R-8.0 R-8 R-8.0 PRESCRIPTIVE MEASURES Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(a & b) 57,100 Btu/hr 65,789 Btu/hr 33,447 Btu/hr 65,789 Btu/hr 49,015 Btu/hr 34,807 Btu/hr Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(a & b) 113,931 Btu/h 69,142 Btu/hr 74,831 Btu/hr 66,400 Btu/hr 65,726 Btu/hr 38,301 Btu/hr Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(e) Req Diff. Temp (Intf Req Diff. Temp (Intei NR Diff. Temp (Integ Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(g) No No No No No No Equipment is sized in conformance with 140.4 (a & b) Economizer Electric Resistance Heating" Duct Leakage Sealing and Testing. 140.4(1) NR No NR No NR No Notes: 1. Provide equipment tags (e.g. ACl or ACl to 10). Multiple units ofthe same make and model with the same application and accessories can be grouped together 2. Enter the following information as appropriate: Unit Manufacturer; Unit Model Number (including all accessories); Description ofthe unit (e.g. gas-pack or heat pump; rated heating capacity (enter "N/A" if no heating); and, rated cooling capacity (enter "N/A" if no cooling). For unit capacities include the units (e.g. kBtuh or tons). 3. For each requirement, enter the minimum requirement from the Standard In the left column (under "Standard Requirement"). In the right column (under "As Scheduled") enter the value for the units as specified. 4. Where there is more than one requirement (e.g. full and part load efficiency) enter both with the appropriate labels (e.g. COP and lEER). 5. In the left column identify the thermostatic requirements from the standard (e.g. programmable setback thermostat or heatpump with electric heat),. In the right column indicate the capabilities of the thermostat as scheduled. 6. Ifthe unit has a furnace which is rated at >=225,000 Btuh of capacity, indicate the rated standby loss and ignition source (e.g. IID). If there is no furnace or the unit is rated for <225,000 Btuh indicate "N/A". 7. In the left column, enter both the required ventilation value from Table 120.1A and for the number of occupants times 15 cfm/person. In the right column enter the actual minimum ventilation as scheduled. If the space is naturally ventilated enter "N/A" in the left column and "the space is naturally ventilated" in the right column. 8. Ifthe space is required to have either DCV or Occupant Sensor Ventilation Control indicate "required" in the left column (otherwise indicate "N/A" in the left column). If either DCV or Occupant Sensor Ventilation Control is provided indicate "provided" in the right column (otherwise indicate "N/A" in the right column) 9. In the left column indicate the required time controls from the standard. In the right column identify the device that provides this functionality (e.g. EMCS or programmable timeclock). 10. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 11. If duct leakage sealing and testing is required, a MCH-04-A form must be submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 STATE OF CALIFORNIA REQUIREMENTS FOR PACKAGED SINGLE ZONE UNITS CEC-NRCC-MCH-05-E (Revised 06/13) • CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPUANCE NRCC-MCH-05-E Requirements for Packaged Single-Zone Units (Page 2 of 2) Project Name: .p.,|y,g _ p^^.^^ g^ CatlSbad DatePrepared: 7/16/2014 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Mjchgei SchuitS Documentation Author Signature: ^^^^^1^^^^^^ Company: ixi i i i- KLH Engineers Signature Date: 7/16/2014 1538 Alexandria Pike Ste. 11 CEA/ HERS Certification Identification (if applicable): City/State/Zip: Ft. Thomas, KY 41075 '•*«'"^^ 859-442-8050 RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify thefollowing 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 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 forthe 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 refluired toie included with the documentation the builder provides to the building owner at occupancy. zwf^ fi, \/9irl/ Responsible Designer Name: .. ... ^ ...^ . Matthew C. Debevec Responsible Designer Signatursx^' ^"\,jlJif^\Mi/^^"^^""^^ KLH Engineers DateSigned: 7/16/2014 1538 Alexandria Pike M35990 city/state/zip: Fopt Thomas , KY 41075 "'""^ 859-442-8050 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance June 2013 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE J_ Business Name Business Contact TILLYS INC JEFF DODGE Telephone # ( 949 ^ 609-599 Project Address City State 1911 CALLE BARCELONA CARLSBAD CA Zip Code 92009 APN# Mailing Address 3954 MURPHY CANYON RD ^"^SAN DIEGO CA Zio Code ^ 92123 Plan File# Project Contact CONRADO GALLARDO e-mail:conrado@re-al.net Telephone # f 619 ^ 269.4288 ext 202 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISiON: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction priorto plan submittal. Facility's Square Footage (including proposed project): 9.587 Occupancy Rating: 291 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 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS tHMDI: If the answer to anv of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, GA 92123. (iail (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. YES NO 1. • 13 2. • El 3. • 13 4. • El 5. • m 6. • m 7. • H Project Completion Date: _/_ _/_ Expected Date of Occupancy: _/_ _/_ • CalARP Exempt L Date Initials • CalARP Required L Date Initials • CalARP Complete L Date Initials (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 at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART lil: 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 al 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. Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.ora/info/facts/Dermits.Ddf, 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 httD://www.cde.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? YES NO 1. • m 2. • • 3. • Ixl 4. • 5. • m Briefly describe business activities: retail - clothes & accessories Briefly describe proposed project: same : retail - clothes & accessories I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and correct. Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: FOR OFFICIAL USE ONLY: 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 onlv exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division CITY OF CARLSBAD PLUMBING, ELECTRICAL, MECHANICAL WORKSHEET B-18 Development Services Building Division 1635 Faraday Avenue 760-602-2719 wvi/w.carlsbadca.gov Building@carlsbadca.gov Project Address: Permit No.: 1911 CALLE BARCELONA, CARLSBAD, CA 92009 Infonridtion provided below refers to worb being done on the above mentioned permit only. This form must be completed and returned to the Buildinq Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains 6 New building sewer line? Ves No X Number of new roof drains? fl Install/alter water line? YES Number of new water heaters? 2 Number of new, relocated or replaced gas outlets? 0 Number of new hose bibs? 0 Residential Permits: New/expanded service: Number of new amps: Minor Remodel on/y: Ves No Commercial/industrial: Tenant Improvement: Number of existing amps invo/vedin ttiis project: 600 A Number of new amps invo/vedin this project: N / A New Construction: Amps per Panel: Single Phase Number of new amperes Three Phase Number of new amperes 600 A Three Phase 480 Number of new amperes Number of new furnaces, A/C, or heat pumps? 2_ New or relocated duct worb? Ves X No Number of new fireplaces? Q Number of new exhaust fans? 2_ Relocate/install vent? Q_ Number of new exhaust hoods? Q_ Number of new boilers or compressors? Number of HP Q_ B-18 Page 1 of 1 Rev. 03/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date CTT'n-t^ Business Name Ttuus^ Street Address Email Address r^^Ar^iQ .0.1. rw.-*- PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT; (ON REVERSE SIDE CHECK TYPE OF BUSINESS) K7' Check all below that are present at your facility: ''^^ Acid Cleaning Ink Manufacturing Nutritional Supplement/ Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting / Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting / Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Phannaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film / X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap / Detergent Manufacturing Industrial Laundry Waste Treatment/Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):, Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal / day): List hazardous wastes generated (type/volume):. Date operation began/or will begin at this location- Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact Title Signature, Phone No. ENCINA WASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 City of Carlsbad Permit No: Address Valuation Worksheet Assessor Parcel No. Date Building Division By Type of Work Area of Work Multiplier VALUE SFD and Duplexes $110.17 $0.00 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices 9,587 $37.12 $355,869.44 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System $3.11 $0.00 Air Conditioning - commercial $5.03 $0.00 Air Conditioning - residential $4.19 $0.00 Fireplace/ concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL Valuation: $355,869 Comm/Res (C/R): C Building Fee $1,699.14 Plan Check Fee $1,189.40 Strong Motion Fee $75.00 Green Bldg. Stand. Fee $12.00 Green Bldg PC Fee $150.00 License Tax/PFF $12,455.43 License Tax/PFF (in CFD) $6,476.82 CFD 1st hour of Plan CheckFire Expedite Plumbing TBD Mechanical TBD Electrical TBD $355,869.44 CFD 0 Yes {PFF= 1.82%) 0 No (PFF = 3.5%) Land Use: Density: improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS PFF and/or CFD Explanation: CB141720 1911 CALLE BARCELONA 150 Final Inspection required by: • Plan a CM&I BIre SW •ISSUED •cv. Approved Date By BUILDING PLANNING IL/ {AIN ENGINEERING FIRE Expedite? Y/N ?il^/i^ DIGrrAL FILES Require3f^ Y N HazMat APCD Health Foms/Fees Serrt Rec'd Due? By Encina Y N Fire •'•Of ' Y N HazHealthAPCD Y N <^ PE&M 1/ I Kf^/W Y N School Y N Sewer Y ti stonnwater Y N Special Inspectjon Y N CFD: (5 LandUse: •Density: ImpArea; FY: Annex: Factor PFF: Y (tij Comments Date Date Date Date Building Planning Engineering Fire Need7 ^ • Done • Done • Done