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HomeMy WebLinkAbout1925 CALLE BARCELONA; 164; CB152246; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-18-2015 Commercial/Industrial Permit Permit No: CB152246 Building Inspection Request Line (760) 602-2725 Job Address: 1925 CALLE BARCE:LONA CBADSt: 164 Permit Type: TI Sub Type: COMM Status: ISSUED Parcel No: 2550120400 Lot #: 0 Applied: 07/17/2015 Valuation: $63,594.00 Construction Type: 5B Entered By: RMA Occupancy Group: Reference # Plan Approved: 08/18/2015 Issued: 08/18/2015 Inspect Area Plan Check #: Project Title: MULLOY'S JEWEI-RY-1468 SF RETAIL TO RETAIL Applicant: Owner: PHIL MULLOY T-C FORUM AT CARLSBAD L L C C/O TIAA-CREF 3542 JASMINE CREST 4675 MACARTHUR CT #1100 ENCINITAS CA 92024 NEWPORT BEACH CA 92660 760 803-3132 Building Permit $467.58 Meter Size Add'I Building Permit Fee $0.00 Add] Recl. Water Con. Fee $0.00 Plan Check $327.31 Meter Fee $0.00 Add'I Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $17.81 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 $75.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL $89.00 Other Building Fee $0.00 MECHANICAL TOTAL $56.71 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Recl. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $3.00 HMP Fee ?? Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $1,036.41 Total Fees: $1,036.41 Total Payments To Date: $1,036.41 Balance Due: $0.00 FINAL APP OVA 44Date: _ 3� �1S Inspector:-fZ Clearance: NOTICE: Please take NJTICFfhat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: P JPLANNING DENGINEERING OBUILDING DFIRE DHEALTH OHAZMATIAPCD AltOf� Building Permit Application �% 1635 Faraday Ave., Carlsbad, CA 92008 Carlsbad Ph: 760-602-2719 Fax 760-602-8558 email: building@carlsbadca.govIf www.carisbadca.gov Plan Check No. 0&5 Est. Value L Plan Ck. Deposit ate swPPP JOB ADDRESS 1925 Calle Barcelona, Carlsbad , Ca. 92009 s1&4ACE#/UNIT N 255-012-04 811 - 2 CT/PROJECT # Phil Mulloy DESCRIPTION OF WORK- Include LOT # I 1 760-803-311MI .Cnunr- Fe-f ..f eff--r-d PHASE # # OF UNITS 1 A---r-r I # BEDROOMS # BATHROOMS ME Mulloys Fine Jewelry Inc. CONSTR. TYPE OCC. GROUP Retail Jewelry store in469ftquare foot space. Front and rear doors, Unisex Bathroom, Workshop, Corridor, Showroom. l TV -••••� v—... UMNAut tJr1 r'AI lub (Sr) utcK5 (Sr) rIHLPLACE AIR CONDITIONING FIRE SPRINKLERS Mercantile Mercantile/Retail I YES[D# NOO YES [Z]NO[::] YESMNO❑ APPLICANT NAME- Phil Mullo PROPERTY OWNER NAME y ADDRESS Global Real Estate Asset Manager tc Forup ADDRESS 3542 Jasmine Crest 730 3rd ave 14th floor CITY STATE ZIP CITY STATE ZIP Encinitas ca 92024 New York NX 10017 PHONE FAX PHONE FAX _ 760-803-3132 760-729-6557 805-390-7136 760-479-0170 EMAIL EMAIL phil@mulloysjewelry.com rai.chandani@amJll.com DESIGN PROFESSIONAL C TRA TO B S. NAME �- Design Shop Company - Felipe Lana U, d a rns ADDRESS S-" _ 6610 Michaeliohn dr. ADDRE�j 4 CITY STATE ZIP CITY La Jolla Ca 92037�Zl l PHONIE IFAX PHONE AX 858-243--3.8.60 r� g� `�-^ EMAIL felipelana@hotmail.com EMAIL c — bo tS n n e,_M,5 Uri STATE LIC. # STAT IC.# CLAPCITY BU LIC.# Rhett Savoie 46423 r� .�� I1 c°? �7 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to thprovisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the e Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: l hereby affirm under penalty of perjury one of the following declarations: Q✓ I have and will maintain a certificate of consent to self -insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workeers�compensation, s�,rygq�uirreed by Section 3700 of the Labor Code, for the perform a eQf th TVs h is permitt issued. My workers' compensation i sura ce carrier and policy number are. Insurance Co, 1 `� 1 1_( {�__ Policy No. �� T I J Expiration Date t This section need not be completed if the permit is for one hundreil 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 in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. )K CONTRACTOR SIGNATU __;_ ' AGENT DATE S/b /?/I I hereby affirm that I am exempt from Contractor's Lice a Law r the following reason: EJ I, as owner of the property or my employees withV2WAs their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale, If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale), I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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 QNo 2. 1(have / have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5, 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): )KPROPERTY OWNER SIGNATURE AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505. 25533 or 25534 of the Presley -Tanner Hazardous Substance Account Act? Yes ✓ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes ✓ No Is the facility to be constructed 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. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I oertifythat I have read the application and state thatthe above information is conectand that the irdormation on the plans is accurate. I agree to complywith all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINSTALL LIABILITIES, JUDGMENTS, COS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT, OSHA: An OSHA permit is required for excav ns r 5'0' deep and demolition or construction of structures over 3 stones in height. EXPIRATION: Every permit issued by the ing al under the provisions of this Code shall expire by limitation and become null and void if the building or work au razed by s h permit not commenced within 180 days from the date of such permit or' a buikiin or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a of 180 ys (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE ( DATE I� STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Comniercial Projects Ortly) Fax (760) 602-8560, Email bulldingp CarlsbadCaQOOV or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) Cdl saog� CONTACT NAME OCCUPANT NAME Phil Mulloy Mulloys Fine Jewelry Inc. ADDRESS BUILDING ADDRESS 3542 Jasmine Crest 1925 Calle Barcelona Suite 164 CITY STATE ZIP CITY STATE ZIP Encinitas Ca 92024 Carlsbad CA 92009 PHONE FAX 760-803-3132 760-729-6557 EMAIL OCCUPANT'S BUS. LIC. No. ptiil(cpryiulloysjCWk'Iry.t',c)n7 1196611 DELIVERY OPTIONS PICK UP: ✓ CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# 2 2V4 MAIL TO: ✓ CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE / NO CONSTRUCTION VVi1l F �`"If UP MAIL/ FAX TO OTHER: CHANGE OF USE / NO CONSTRUCTION ,eAP (CANT' IG ATURE DATE ry 117 e5 Inspection List Permit#: CB152246 Type: TI COMM MULLOY'S JEWELRY-1468 SF RETAIL TO RETAIL Date Inspection Item Inspector Act Comments 10/29/2015 89 Final Combo - RI LATE PM PLEASE/DROPPING CARD OFF TODAY 10/29/2015 89 Final Combo PY AP 10/15/2015 85 T-Bar PY AP 09/29/2015 17 Interior Lath/Drywall PY AP 09/28/201514 Frame/Steel/Bolting/Weldin PB AP 09/28/2015 34 Rough Electric PB AP 09/21/201514 Frame/Steel/Bolting/Weldin PY PA 09/16/2015 21 Underground/Under Floor PY AP 09/16/2015 24 Rough/Topout PY AP 09/16/2015 31 Underground/Conduit-Wrin PY AP Monday, November 02, 2015 Page 1 of 1 t C I T Y O F CARLSBAD INSPECTION RECORD Building Division 0 INSPECTION RECORD CARD WITH APPROVED 'LANS MUST BE KEPT ON THE JOB Z CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION ❑✓ FOR BUILDING INSPECTION CALL• 760-602-2725 OR GO TO: www.Carlsbadca.goyLBuiI ng AND CLICK ON 11Requeest IInsppe tion- DATE: ,(% / hY 115 CB152246 1925 CALLE BARCELONA 164 MULLOY'S JEWELRY-1468 SF RETAIL TO RETAIL TI COMM LOW PHIL MULLOY �JW(Vtl<J IVl�IVIC COPY IF YOU ALL BRING AT Im®Required IF "YES" HAVE REQUIRED IN A 760-602-2700 IS CHECKED BELOW THAT DIVISION'S APPROVAL IS REQUIRED PRIOR TO ANY QUESTIONS PLEASE CALL THE APPLICABLE DIVISIONS AT THE APPROVALS ARE SIGNED OFF- FAX TO 760-602-8560, EMAIL COPY OF THIS CARD TO: 1 635 FARADAY AVE., CARLSBAD. CA 92003. BETWEEN 7:30 AM - 8:00 AM THE DAY OF YOUR INSPECTION. Prior to Requesting Building Final If Checked YES REQUESTING PHONE NUMBERS TO BLDG]NSPECTIONSnCARLSBADCA.GOV BUILDING Date A FINAL BUILDING INSPECTION. PROVIDED BELOW. AFTER OR INSPECTORS CAN BE REACHED I Inspector ®m 0, mm ®� -© Fire Prevention 760-602-4660 Allow 48 hours Type of Inspection Type of Inspection BUILDING Date #11 FOUNDATION Inspector Date #31 ❑ ELECTRIC UNDERGROUND ❑ UFER Inspector #12 REINFORCED STEEL _ #34 ROUGH ELECTRIC r #66 MASONRY PRE GROUT _ #33 ❑ ELECTRIC SERVICE ❑ TEMPORARY ❑ GROUT ❑ WALL DRAINS #35 PHOTO VOLTAIC #10 TILTPANELS #39 FINAL #11 POUR STRIPS #11 COLUMN FOOTINGS #41 UNDERGROUND DUCTS &PIPING #14 SUBFRAME ❑ FLOOR ❑ CEILING #44 ❑ DUCT & PLENUM ❑ REF. PIPING #15 ROOFSHEATHING #43 HEAT-AiRCOND. SYSTEMS _ #13 EXT. SHEAR PANELS #49 FINAL #16 INSULATION • c • - • #18 EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL �` ," J #82 DRYWALL,EXTLATH, GAS TES (17,18,23) #51 POOLEXCA/STEEL/BOND/FENCE #83 ROOF SHEATING, EXT SHEAR (13,15) #55 PREPLASTER/FINAL #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #85 T- Bar (14,24,34,44) PLUMBING'CODE tt #22 ❑ SEWER & 3L/CO ❑ PL/CO Date Inspector #89 FINAL OCCUPANCY (19,29,39,49) - Date Inspector #21 UNDERGROUND ❑WASTE ❑ WTR A #24 TOP OUT . ❑ WASTE ❑ WTR /(� '` A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 ❑ GASTEST ❑ GAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC, #29 FINAL A/S FINAL CODE $t • - - F/A ROUGH -IN \ #600 PRE -CONSTRUCTION MEETING F/A FINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH -IN _Y #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL `. #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURETEST #610 VERBAL WARNING MEDICAL GAS FINAL Ilk i REV 10/2012 SEE BAOK FOR SPECIAL NOTES EsGil Corporation In Partnership with Government for Building Safety DATE: 08/ 12/2015 ❑ gPPLICANT JURIS. JURISDICTION: Carlsbad ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: CB15-2246 SET: II PROJECT ADDRESS: 1925 Calle Barcelona Suite 164 PROJECT NAME: Mulloys Fine Jewelry TI ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ 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. ❑ 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. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ® EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Mail Telephone Fax In Person ❑ REMARKS: By: John Le Vey EsGil Corporation ❑ GA ❑ EJ ❑ MB ❑ PC Telephone #: Email: Enclosures: 08/05/2015 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Bui(ding Safety DATE: 07/28/2015 PLICANT JURIS. JURISDICTION: Carlsbad ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: CB15-2246 SET: I PROJECT ADDRESS: 1925 Calle Barcelona Suite 164 PROJECT NAME: Mulloys Fine Jewelry TI ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ❑ 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. ❑ 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. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil Corporation staff did not advise the applicant that the plan check has been completed. ® EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Design Shop Company Telephone #: 858-243-3860 ate co acte�1,� (by }--Email: felipelana@hotmail.com ail ho Fax In Person ❑ REMA V `�, By: John Le Vey Enclosures: EsGil Corporation ❑ GA ❑ EJ ❑ MB ❑ PC 07/20/2015 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CB 15-2246 07/28/2015 PLAN REVIEW CORRECTION LIST TENANTIMPROVEMENTS PLAN CHECK NO.: CB15-2246 OCCUPANCY: M TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 07/16/2015 DATE INITIAL PLAN REVIEW COMPLETED: 07/28/2015 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Jewelry ACTUAL AREA: 1468 STORIES: 1 HEIGHT: 35 OCCUPANT LOAD: 49 DATE PLANS RECEIVED BY ESGIL CORPORATION: 07/20/2015 PLAN REVIEWER: John Le Vey This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CB 15-2246 07/28/2015 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. California State Law. 2. Provide a note on the site plan indicating the previous use of the tenant space or building being remodeled. Section 107.2. If this is an occupancy change a service or utility sink will be required per the CPC table 422.1 3. Please provide a statement on the plans that the area above the restroom and the work shop will not be used as storage at any time 4. Provide a section view of all new interior partitions. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICC approved". b) Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). c) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 5. Please clarify I do not see the detail on sheet S-2 #7 with the engineer calcs for the box cloud to wall connections 6. Please complete the NRCC-LTI-02-E page 2 of 4 (locations 7. The electrical service metering capability must comply with Table 130.5-A in the Energy Standards. Describe on the electrical plans how these requirements will be satisfied. For addition and alternation applicability see ES 141.0(a) (Additions) or 141.0(b) Alternations. Carlsbad CB 15-2246 07/28/2015 8. The disaggregation of electrical loads (separation of panelboards by branch circuit load types) per Table 130.5-13 energy standards is required. Review and submit a revised electrical system design. 9. Voltage drop is limited to 2% on feeders and 3% on branch circuits. Provide worst case voltage drop calculations (feeders<2% and branch circuits<3%) per ES 130.5(c). 10. Please clarify the 200 amp sub panel is shown as new and is also stated as existing on sheet E1.0 show the new panel location on the plans 11. When new rooms or spaces are constructed and the existing mechanical system is not to be altered other than relocation of existing duct work; please note or show mechanical ventilation will be provided capable of supplying the minimum rate of outside air required per minute per occupant as shown in scetion 402.1 of the UMC. 12. 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. 13. 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 Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle Water closets 1.28 gallons/flush 14. Please correct: the trap primer details to be consistent on sheet P1.0 it appears to be correct and on sheet A0.2 it appears to not be correct the trap primer does not connect into the trap assembly under the sink 15. Please correct the water calculations on sheet P1.0 it states a flush tank and the floor plan shows it as a flush meter type 16. Please clarify the vent legend on P1.1 shows a 2 inch vent underground Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 11 B-202.4: Carlsbad CB 15-2246 07/28/2015 • The area of specific alteration, repair or addition must comply as "new" construction. • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. • Please address the following comments that are the result of the alterations. 17. It is obvious from the plans the restroom servicing the tenant improvement is not disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. Show that the water closet is located in a space which provides: a) A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11 B-604.3.1. Seethe following figures. i) Please notice that the 28" clearance required in the previous code (between the water closet and the lavatory) has been changed to a 60" clearance as shown in the figure. --- 0" MIN_. G CENTERLINE CENTERLINE OF OF FIXTURE FIXTURE N1IN. `x 28"MIN z FLUSH OF WATER ACTIVATOR -P-tBS-ET ON WIDELn } � SIDE !� K ly X 1 Uj vt 18" 32� MIN MIN. I \,,CLEAR Carlsbad CB 15-2246 07/28/2015 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: ❑ Yes ❑ No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact John Le Vey at Esgil Corporation. Thank you. Carlsbad CB 15-2246 07/28/2015 QUO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: CB15-2246 PREPARED BY: John Le Vey DATE: 07/28/2015 BUILDING ADDRESS: 1925 Calle Barcelona Suite 164 BUILDING OCCUPANCY: M BUILDING PORTION AREA, ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) TI 1468 per city 63,594 Air Conditioning Fire Sprinklers TOTAL VALUE 63,594 Jurisdiction Code Icb IBy Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: F--] Complete Review ❑ Structural Only ❑ Repetitive Fee ❑ Other „ _WI Repeats ❑ Hourly Hr. @ - --i EsGil Fee Comments: Sheet of $463.12 �- $3 1173 $259.35 macvalue.doc + �kl C I TY OF tC- A RL S B A D PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carisbadca.gov DATE: 07/27/2015 PROJECT NAME: MULLOYS FINEJEWELRY PROJECT ID: CB152246 PLAN CHECK NO: 1 SET#: I ADDRESS: 1925 CALLS BARCELONA STE 164 APN: 2550120400 VALUATION: $ 33,594 This plan check review is complete and has been APPROVED by the ENGINEERING Division. By: VALRAY NELSON A Final Inspection by the ENGINEERiNG Division is required Yes v' No 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: PHIL@MULLOYSJEWELIIY.COM v For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 760-602-2741 760-602-4663 CInris.Sexton@carlsbadca.gov KathIeen.Lawrence@carlsbadca.gov G rego ry. Ry a n C(Pca �rls b a d �caov Gina Ruiz Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz c Linda.Ontiveros@carisbadca.gov v Cynthia.Wong@carlsb�a. m ValRay Marshall Dominic Fieri 760-602-2741 760-602-4664 ValRay,Marshall@carlsbadca.gov D m ic.Fieri@carlsbadca. oI ....;Wv. ....... - i-----n--- Remarks: Development Services BUILDING PLANCHECK Land Development Engineering 17 Y 0 F CHECKLIST 1635 Faraday Avenue 760-602-2750 QUICK-CHECK/APPROVAL CARLSBAD www.carlsbadca.gov ENGINEERING Plan Check for CB1 52246 Project Address: 1925 CALLE BARCELONA STE 164 Project Description: 1468 SF T1 OF RETAIL STORE ENGINEERING Contact: VALRAY NELSON Phone: 760-602-2741 RESIDENTIAL INTERIOR RESIDENTIAL ADDITION MINOR (<$20,000.00) CARLSBAD PREMIER OUTLETS OTHER: GYM Date:07/2712015 APN:2550120400 Valuation: $ 61594 Email: VALRAY, MARSHALL,@CARLSBADCA. GOV Fax: 760-602-1052 V TENANT IMPROVEMENT PLAZA CAMINO REAL COMPLETE OFFICE BUILDING r OFFICIAL USE ONLY - — -- — -- — - ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: VALRAY NELSON DATE:07/27/2015 REMARKS: NO FEES NO CHANGE IN USE TI RETAIL TO RETAIL Notification of Engineering APPROVAL has been sent to PHIL@MULLOYSJEWELRY.COM via VALRAY,MARSHALL @CARLSBADCA,GOV on 07/2712015 . .. . .. . .. . .. . .. . .. . .. . .. E-36 Page 1 of 1 REV 4/30/11 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: 071 712015 GEO DATA: LFMZ: 1 B&T: Address: 1025 CALLS BARCELONA STE 164 Bldg. Permit #: CB152246 Fees Update by: Date: 07127/2015 Fees Update by: Date: 0712712016 EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD: YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) 1. PARK -IN -LIEU FEE: NW QUADRANT ,, NE QUADRANT SE QUADARANT ADT'S/UNITS: X FEE/ADT: =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: X FEE/ADT: =$ 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 DIST.#2 ADT'S/UNITS:( FEE/ADT: _$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: =$ 5. SEWER FEE EDU's BENEFIT AREA: EDU's 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: UNITS I CODE X FEE/EDU: I =$ X FEE/EDU: I =$ PLDA: HIGH MEDIUM X FEE/AC: I =$ NO SW QUADRANT DIST.#3 1-1 LOW CONN. FEE I METER FEE I SDCWA FEE TOTAL 0 PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.2ov DATE: 7/20/15 PROJECT NAME: T.I. PROJECT ID: PLAN CHECK NO: CB152246 SET#: ADDRESS: 1925 CALLE BARCELONA #164 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. C] 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: PHIL@MULLOYSJEWELRY.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 [� Chris Sexton Chris Glasser E_ I Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christop.he,,,r.Cla°sencc rlsbadca. ov Cre ory_Ft -yan,' rls do _ ov Gina Ruiz �__.� ValRay Marshall Cindy Wong 760-602-4675 760-602-2741 760-602-4662 Gina.Ruiz@carlsbadca.gov VpIRay.Mars h ilr� ca_rlsbadca gnv. Cynthia Wan C carlsta dca,gov Linda Ontiveros F7 Dominic Fieri 760-602-2773 760-602-4664 Linda.Ontiveros,' ntiverc:s, capisbadca. ov Dominic, F1eriCq'carlsbad_ca.,goy Remarks: <tz V CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08/17/15 PROJECT NAME: mulloys fine jewelry PROJECT ID: , PLAN CHECK NO: 0152246 SET#: II ADDRESS: 1925 calle barcelona #164 APN: ® This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required ® Yes ❑ No ❑ This 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: philgmulloysiewelry.com &USPS You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: Ups. k . W ❑ Chris Sexton ❑ Kathleen Lawrence ❑ Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov ❑ Gina Ruiz ❑ Linda Ontiveros ® Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ❑ ❑ ❑ Dominic Fieri 760-602-4664 Dominic.Fieri@carisbadca.gov Remarks: 8/17/15 "APPROVED: Page 1 of 2 THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. 8/3/15 ***Bubble All Changes*** 1. Sheet T0.1 General Notes #2: Replace City of San Diego with City of Carlsbad. 2. Sheet A1.3 jewelry's bench area: Please state if any compressed/flammable, combustible gases be in stored, used or dispensed. State any open flame use too. 3. Sheet MILL: Show DD locations per note 2a. Add the additional to the 2a note: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CIVIC, 2013 edition, section 608 and NFPA 72. Page 2 of 2 Carlsbad Fire Department Plan Review Requiroments Category., TI, COMM Date of Reporl.,08-17-201 5 Name: Address: Permit #: CB 152246 PHIL MULLOY 3542 JASMINE CREST ENCINITAS CA 9202114 Job Name: MULLOY'S JEWELRY-1468 SF Job Address: 1925 CALLE BARCELONA CBAD St: 164 Reviewed by: INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately MfItIUVA a lVVIVW ds. Please review carefully a attached. Please resubmit the necessary plans `anM?Mwjrw4Q,4ions, with changes "clouded", to this office for review and approval..• Cond: CON0008465 [NOT MET] -***Bubble All Changes*** 1. Sheet TO. 1 General Notes #2: Replace City of San Diego with City of Carlsbad. 2. Sheet AI.3 jewelry's bench area: Please state if any compressed/flammable,combustible gases be in stored, used or dispensed. State any open flame use too. 3, Sheet MI. 0: Show DD locations per note 2a. Add the additional to the 2a note: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CMC, 2013 edition, section 608 and NFPA 72. Entry: 08/03/2015 By: cwong Action: CO Cond: CON0008509 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF IS$UEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND 'REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 08/17/2015 By: cwong Action: AP X,V V CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMIT rh. Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08/3/15 PROJECT NAME: mulloys fine jewelry PROJECT ID: Ly PLAN CHECK NO: 0152246 SET#: I ADDRESS: 1925 calle barcelona #164 APN: /1 This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required ® Yes ❑ No This 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: phil2mulloysjewelry com &LISPS You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: trc„ k +, c 4+ 2F ❑ Chris Sexton ❑ Kathleen Lawrence ❑ Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Greggy.Ryan@carlsbadca.gov ❑ Gina Ruiz ❑ Linda Ontiveros ® Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ❑ ❑ ❑ Dominic Fieri 760-602-4664 Dom inic.Fieri@carlsbadca.gov Remarks: 8/3/15 ***Bubble All Changes*** Page 1 of 2 1. Sheet T0.1 General Notes #2: Replace City of San Diego with City of Carlsbad. 2. Sheet A1.3 jewelry's bench area: Please state if any compressed/flammable, combustible gases be in stored, used or dispensed. State any open flame use too. 3. Sheet M1.0: Show DD locations per note 2a. Add the additional to the 2a note: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CIVIC, 2013 edition, section 608 and NFPA 72. Page 2 of 2 Carlsbad Fire Department Plan Review Requirements Category Date of Report: 08-03-2015 Name: Address: Permit #: CB 152246 PHIL MULLOY 3542 JASMINE CREST ENCINITAS CA 92024 TI , COMM Reviewed by: Job Name: MULLOY'S JEWELRY-1468 SF Job Address: 1925 CALLE BARCELONA CBAD St: 164 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to detennine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0008465 [NOT MET] ***Bubble All Changes*** 1. Sheet TO.1 General Notes #2: Replace City of San Diego with City of Carlsbad. 2. Sheet A1.3 jewelry's bench area: Please state if any compressed/flammable,combustible gases be in stored, used or dispensed. State any open flame use too. 3. Sheet M1.0: Show DD locations per note 2a. Add the additional to the 2a note: Air moving systems supplying air in excess of 2000 cubic feet/minute shall be equipped with smoke duct detectors and be tied in to the building fire alarm system. If no fire alarm is present, then an audible, local alarm shall be required. CMC, 2013 edition, section 608 and NFPA 72. Entry: 08/03/2015 By: cwong Action: CO DUNN t AVOIE INC STRUCTURAL ENGINEERING FOR Mulloys Jewelry TI 2015 1925 Calle Barcelona Carlsbad, CA 92009 (D51 JOB NO.15-160.00) JULY 165 2015 TABLE OF CONTENTS ITEM DESIGN CRITERIA DESIGN LOADS KEY PLAN LATERAL ANALYSIS GRAVITY DESIGN 9 U, S CLLvLLAr L) S (. I� PAGE 1 2 3 4-5 6-14 DUNN SAVOIE INC. JOB STRUCTURAL ENGINEERING SHEET NO. 909 S. CLEVELAND ST. CALCULATED BY AK OCEANSIDE, CA. 92054 CHECKED BY PH: (760) 966-6355 SCALE FAX: (760) 965-6260 CODE: 2012 International Building Code (IBC) 2013 California Building Code (CBC) SMIC: 11 D le = 1.00 Fa = 1.0 Fv = 1.58 SDS = 0.774 SD1 = 0.444 T = 0.164 sec R = 6.50 00 = 3.00 Cd = 4.00 ND: Basic Wind Speed = Exposure = D: NDS 2012 (MASONRY: MSJC 2011 (CONCRETE: ACI 318-11 (STEEL: AISC 14TH EDITION 110 MPH (3-sec Gust) C CLASS 5 SOILS PER CBC TABLE 1806.2 ALLOWABLE SOIL PRESSURE FOR D+L CLASS 4 SOILS PER CBC TABLE 1806.2 LATERAL BEARING PRESSURE COEFFICIENT OF FRICTION SHORT TERM INCREASE elry TI 2015 OF DATE DATE 1500 PSF 150 PSFIFT 0.26 1.33 3115 OUNN SAVOIE ING. JOB Mullo s Jewelry TI 2015 STRUCTURAL ENGINEERING SHEET NO. OF 909 S. CLEVELAND ST. CALCULATED AK DATE 7/15 � OCEANSIDE, CA. 92054 CHECKED BY DATE PH: (760) 966-6355 - FAX: (760) 966-6360 SCALE DESIGN LOADS E ROOF CEILING DEAD LOADS (psf) (0.6+2.31)x(2+2+2) 1.5x2.5 NEW SOFFIT 75" WIDE DEAD LOADS sf BUR + Roofing 4.0 3/4" Plywood Sheathing 2.3 14" I Joist (32" o.c.) 1.4 Insul. 1.0 MEB�P 2.0 Misc 1.3 E Dead Load 12A Live Load 20.0 NEW SOFFIT 30"x24" DEAD LOADS If Studs + 1/2" G pB 17.4 2 Brace 48" o.c 1.0 (2) 4x6 Beam 10.0 Li ht/Elect 4.1 E Dead Load 33 1 Dead Load 13A psf DEAD LOADS If Studs + 1/2" G B 15.7 2.3x6.25+2x.67 Joist 10.6 4x6 Beam 0.7 Li ht/Elect 9.0 Y.Dead Load 36.0 E Dead Load 5.8 psf WALLS DEAD LOADS Interior (psf) 1/2" G 4.4 6005137-33 16"0. c. 0.8 Batt Insulation - Miscellaneous .8 E Dead Loads 6.0 _ 600S137-33 16" o.c 0.8 1/2" G pB 2.2 Insul. 1.0 Li htlElect 1.0 E Dead Load 5 DEAD LOADS sf BUR + Roofing 4.0 3/4" Plywood Sheathing 2.3 14" I Joist (32" o.c.) 1.4 Insul. 1.0 MEB�P 2.0 Misc 1.3 E Dead Load 12A Live Load 20.0 NEW SOFFIT 30"x24" DEAD LOADS If Studs + 1/2" G pB 17.4 2 Brace 48" o.c 1.0 (2) 4x6 Beam 10.0 Li ht/Elect 4.1 E Dead Load 33 1 Dead Load 13A psf DEAD LOADS If Studs + 1/2" G B 15.7 2.3x6.25+2x.67 Joist 10.6 4x6 Beam 0.7 Li ht/Elect 9.0 Y.Dead Load 36.0 E Dead Load 5.8 psf WALLS DEAD LOADS Interior (psf) 1/2" G 4.4 6005137-33 16"0. c. 0.8 Batt Insulation - Miscellaneous .8 E Dead Loads 6.0 _ 600S137-33 16" o.c 0.8 1/2" G pB 2.2 Insul. 1.0 Li htlElect 1.0 E Dead Load 5 H mar (E) 14* TJI L65 PYi,40CD keB ROOF Ja(,5T5 32, O.C, ati CE) WTA L65 PLYIaOOD WEB ROOF JCi575 0,0, CKT 4k— P;'rfa �71` 7�— , -Na . . . ..... . . .................... . . ... . ... . ....... . , 7/9/2015 Design Maps Summary Report WIN Design Maps Summary Report User -Specified Input Report Title Mulloys Jewelry TI 2015 Thu July 9, 2015 21:51:55 U TC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.072130N, 117.26746°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III = 2mi pan Mai' miapquest USGS-Provided Output @2015 ncinitas 'ten I E R I C A SS = 1.093 g Ss = 1.161 g Sus = 0.774 g S1 = 0.422 g SM1 = 0.665 g Spl = 0.444 g For information on how the SS and S1 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. MCEA Response Spectrum 1.20 1.08 0.56 0.84 0.72 !n 0.60 0, 48 0.36 O.24 0.12 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec:) Design Response Spectrum 0.99 0.20 0.72 0.6d 0.56 r.. O 0.42 y 0.40 0.32 0.24 0.16 0.08 0,00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) For PGAM, TL, Cgs, and CR, values, please view the detailed reporfi. Dunn Savoie Inc. Structural Engineering 908 S. Cleveland St., Oceanside, Ca 92054 Ph: (760) 966-6355 Fax: (760) 966-6360 E-mail: dsi@surfdsi.com jOB SHEET NO. ........ . ....... OF CALCULATED BY tj L<- DATE CHECKED BY- DATE SCALE a C> F gOs IP IPI P X ( + s 'P L'JP 7 0.3sps 1p we ap Tpu! I., RP 16.5-1 h z 16'.s- SP5 z 0. rf q BE 31-2 WF '� 1. 2,31 k.)F> u4e- Fp x 0.3-7Z We > o-*2-33, WP or f;yvLo_e_ O AA *,-A be..- ; (1-:4 G 9, IT: i5ts, 0 MWI V/51AACe (e,6zi)-4P '51/2 12- =Cjo -p pW <aij1e_LAi*v% ............. . . I (E) ROCP f5ENT iE W4' x --",< 3'- RLY'A00:11 k/ �1/61 C111A Ma- ( li4' - - f_K '11'"t-) h - 0' La a_KFA !�4PE Fv (5) :,mod --iN. ,E) 14* T. l 'Io,5 f,L.yki00D iEb vnr .10, 5T * 32 ' O_G. n PROWCT 207, Dunn Savoie Inc. Structural Engineering 908 S. Cleveland St., Oceanside, Ca 92054 Ph: (760) 966-6355 Fax. (760) 966-6360 E-mail: dsi@surfdsi.com o vi p4' LL 2a X 2 _b:� P If JOB SHEET NO_ OF— CALCULATED BY..._.__A_ .".�_— ....... DATE CHECKED BY ..._—__. DATE SCALE ,. _ ' C Da 1.2S Kk-L.. SA 1 t.2S '�: q,3.2 pie t3o LT Imo_ 5- t 3 012 u6 ct � 5o L't �� c��2 t .Z5/2� /2 x 3 + � '/Z 'I2 ' 3 �"�Z i �D 2 ` S Wei 6"3! tvlw AAIt:> V T) T LED p,[a, + y.12s ) x-31-66 4 ( jj q )x333 /2 z IY3 -9 $�a�%2 M r 7-5I fl _f f- L IA a 8Ci3 a v -94 It 10 q V0 Z t 2S o A a•q�•9 i� 1S=t-�4 = fz� in o1c 5o#-,r U t Z g6('T(@l2- # R x 0-1 t3r-�-- 2'�0ti----f �=qz- log-- �-------f V iv4 2S x o.9` ;J- i $A n vannrrrr;m Trus Joist K TJI' Joist Commercial Design Guide 1062 W June 2005 -4 _. roes I EIM x 101 EI{3l X 106 cnu ncaasrwi loaf - ! �r�cuncura�c nco�wv.t•� - Bearing Length Beann Len h Joist ' � Joist Resistive Yerticat El 10 6 TJI�" Joist with TJI�% Joist with 1 9 9t E Depth Weight, lbs ft ' ) Momenttif ft-lbs ( ) Shear{zl lbs ( ) x tn' tbs { ) Nailed Floor Gtue-Nailed Sheathing Floor Sheathing � 1a' 3ih"mm 3ilx' 5'la" 63 _ _. r rr, _ !°� f Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners ({ / i 9 i .. _ ..1 -- - {' ) (in.'-lbs { ) es No Yes I No Yes No Yes l No i Yes 117/a" 3.3 6,750 1,925 450 1 512 I 561 1,375 1 1,745 1 1,885 1 1,925 1 2,745 3,120 1 3,365 13,735 14' 3 6 8 030 2 125 666 752 821 ', 1 375 1 750 [ 1 885 2,125 2,745 3,365 3 365 .3,985 16 3 9 9,210 2 330 C 913 1,025 1,116 - _..... 1 1,375 i 1,750 ; i 885 2,330 2,745 1 3,490 1 3,365 14,105 l_... 18' 4 2 10,380 2,53-5 1,205 34 1 8 1462 1 1,375 1,750 1,885 2,535 , 2,745 3,615 3,365 =4,230 20" 4.4 _ 11,540 2,74p 1,545 1,722 1,864 = N.A. 1,750 N.A. 1 2,740 1 N.A.1 3,740 1 N.A. 4,355 22" 4.7 12 690 2 935 1,434 2,149 2 322 N.A.- 3 1 750 N A 2,935 N.A 3,860 j N.A. ' 5 0 13,830 3,060 ..;. 2,374 2,632 I 2 838 j NA 1,750 . N.A. 3,060 I N.A.1 3,875 N.A. 14,605 5.3 14,960 2,900 { 2,868 3,172 ! 3,416 N.A. 1,750 N A 2,900 N.A 4,725"'� N.A 5 345(` 28" 5.5 16,085 1 2,900 3,417 3,772 4,056 N.A. 1,750 ; N.A. f 2,900 N.A ,4,850t'1 N.A 5 470 1, 5.8 17,205 2,-- 4,D25 4,434 4,762 N.A. 1,750_1 N.A. 1 2,900 N.A. 14,975' N.A. 5,590's' I'llit 1; pigl •r , 117/a 1 4.2 9,605 i 1,925 621 687 741 i 1400 } 1,715 . 1,885 1 1,925 1 3,350 1 3,665 1 3,965 14,285 I 14" 4,5 11,436 t 2 125 913 1,005 1,079 1,400 1,875 ; 1,885 i 2,125 3,350 i 3 825 1 3 965 14,440 16" 4.7 13,115 2,330 1,246 1,366 1 1,462 i 1,400 2,030 1,885 ! 2,330 1 3,350 1 3,980 ; 3,965 4,600 i 18 5.0 14 785 2,535 1,635 1,786 1,908 1 1,406 2,036t 1,885 ( 2,515 : 3,350 i 3,980 3,965 .4,600 20" _ 5.3 16,435 2,740 2,085 1 2,272 2,422 1 N A. 2,190 ! N.A. ; TV-5 N.A. 1 4,140 N.A. 4,755 22 5.6 97 ,4 ; N.A. 2_345 N.A. 2,830NA5 090 N.A. 5 70.5.. S.8 19,700 _-_ -3,060 3,172 --28,05 _3,006 3,442 ( 3,659 N.A. NA24_._ N.A. 16,020 26 " 6.1 21,315 2,900 { 3,814 4,132 1 4,387 1 N.A. 2,450 WA, 2,900 N.A. 5 8001')i N.A. 5 8001" 28 6.4 22,915 2,900 4,525 4,845 5 191 N. A 2,450 l N.A. 2,900 ' N.A 5 800")N.A. l5 800ix'! 30' 6.6 24,510 2,900 5,306 € 5,732 6,073 N.A. 1 2,450 N A. 2,900 N,A. 5,800i'1; N.A. 5,800'e} •r . 117/s" 4.6 i 10,960 1,925 687 - 755 J.... _810 1 1,400 1 1,715 1,885 1,925 1 3,495 3,810 4,100 4,420 1 14 4 9 13 D90 2 125 1 D15 1,109 1 185 1,885 L 2,125 3,445 3,970 1 4,100 14,575 _ 16 5 2 15,065 a _i 2 330 1,384 1,512 - _ 1,610 1 400 - 2 030 1,885 2,330 3,495 4,13.0 1 4,100 14,735 18" 5.4 ! 17,410 2,535 1,827 1,982 2,106 1,400 - -- 030 i 1,885 ; 2,515 _ 3,495 4,130 4,100 14,735 - .. 20" 5.7 18,945 2,740 2,331 2,522 2,676 N.A. 2,190 ' N.A. 2,675 N.A. 4,285 N.A. ;4,890 - - -- - 22" 6.0 20.855 r 2 935 2,904 3,136 3,321N.A. - - 2,830 1 N.A. 5,235 N.A.5,840 24" 6.3 - 22,755 1 3,060 _- 3,549 3,825 4,046 _ N.A. 2,345 N.A. 2,830 N.A- 5,425 ; N.A. 16,155 26" 6.5 24,645 % 2,900 4,266 4,590 4,850 j N.A. 2,450 i N.A. 2,900 s N.A. ,5,80011' N.A. ;5,80011ir 2$" 6.8 26,520 ' 2,900 5,059 5,436 i 5,737 1 N A. 2,450 i N.A. 2,900 ; N.A.15,800i"' N.A.S 800'0' 30" 7.1 I 2$380 2,900 5,930 6,363 6,710 _. _ N.A.N A. 2 450 : N.A. 2,900 N.A.-5,800 j: N.A.-5,800'' The stated allowable design properties are for loads of normal duration. Adjustments (4) Interpolation between bearing lengths is permitted for allowable design to the allowable design values shad be in accordance with the applicabte code. reactions. (1) Caution: Joist resistive moment properties reflect the latest ASTM standards and (5) Allowable bearing lengths have been determined based on Trus Joist products. should not be increased by a repetitive -member use factor. Allowable bearing on supporting members shall be checked. (2) For possible increases in sheaf capacity see be.ow. (6) Refer to page 10 for web stiffener details. (3) For deflection calculation only. Assumes 12" joist spacing with a 24" span -rated (7) A 51/4" bearing length is required at intermediate reactions. panel. (8) A 7' bearing length is required at intermediate reactions. THS Joist Shear Design When joists are used as simple -span members, the design shear is equal to the shear at the face of the support. When joists up to 24" in depth are used as multiple -span members, the design shear is the calculated shear at the interior support reduced by the Following: R= - W- <18% 19.25 4_ Where: R is the percent reduction W is uniform load in plf Buitding Codes and Product Acceptance: ICC ESR-1153, HUD SEB No. 689 Rev.9, L.A. City RR #25538, DSA PA-048 t ()o I 516': VIA TIE Klor-) z(o FT C.C. N/ NUT 4 NASHEK7"� TOf-1 A BOTT 4• 20 CsfiCxE 7R.ACK k1t Pt; 5Ma EA 5CE EA T-:'D It 0 r-, (3) o x 2 1/2, WC -OD 5CREH6 EA ST�C 2 4"NETAL 5TZ) ICE 1* 48, 0. S. f M% (3) 4`5M5 FPS END 5 2' z FER ARCH1 'IV 4x,b 6'rRICNG '.Z GA -GE rRACK H,,, `8 t�f"S v 12' O.C. TO CA -:iGHT't; C, FE f R A RC; H I LCL�-SQ aws,'OF= I : P.- Roo" 6CALE, DUNN SAVOIE INC. Project Title: STRUCTURAL. ENGINEERING Engineer: Proiect ID: 908 S. CLEVELAND ST. Project Descr: DCCANSIDE, CA. 92054 PH: (760) 965-6255 FAX: (760) 966-6260 Pr3nte0 14 JUL 2015. 4.53PM WOCiC1 'Beam File = U:takadhemtbared12015115.160.00-Mulbys Jewry T1201%NGtf.Al C15-lmo0.ec6-i ENERCALC, INC. IN3.2015, Buiki:6,15.7.8, Ver:6.15.7.8 Description : 46 beam CODE REFERENCES _..._ .......... _ ..._ _. . . .... ....... — Calculations per NDS 2012, BC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties __..._.._._.. _ ......... _ . _.._.. � ._.. _._..._ Analysis Method: Allowable Stress Design Fb - Tension 1350 psi E : Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1350 psi Ebend- xx 1600 ksi Fc - Prll 925 psi Eminbend - xx 580 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625 psi Wood Grade No-1 Fv 170 psi Ft 675 psi Density 31.2 pcf Beam Bracing : Completely Unbraced 4XD 4X0 4X4 Span =11.Oft Applied Loads Loads on all spans... Uniform Load on ALL spans : D = 0.0130 ksf, Tributary Width =1.250 f DESIGN SUMMARY..... _ Maximum Bending Stress Ratio - 0.08s 1 Section used for this span 4x6 fb : Actual = 132.83psi FB : Allowable 1,567.43psi Load Combination +D+H Location of maximum on span - 11,000h Span # where maximum occurs - Span # 1 Maximum Deflection Span = &0 ft Span = 1.0 ft Service loads entered. Load Factors wiil be applied for calculations. Maximum Shear Stress Ratio - 0.052 :1 Section used for this span 4x6 fv, : Actual 7.88 psi FV : Allowable _ 153.00 psi Load Combination +D+H Location of maximum on span = 10.630 ft Span # where maximum occurs = Span # 1 Max Downward Transient Deflection 0,000 in Ratio = 0 <360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.037 in Ratio = 3546 Max Upward Total Deflection -0.001 in Ratio = 17238 Vertical Reactions Support notation Far left is #1 Values in KIPS Load Combination Support 1 - Support ....._..... -- _ _._.... Support Support4 OverallMAXimum 0.072 0,196 _. -- . _..... -- — _____ _ _ 0.0m Overall MINimum 0.072 0.196 0,058 +O+H 0,072 0,196 0.058 +D+L+H 0.072 0.196 0.058 D Only 0.072 0.196 0.058 Dunn Savoie Inc. Structural Engineering 908 S. Cleveland St., Oceanside, Ca 92054 Ph: (760) 966-6355 Fax: (760) 966-6360 E-mail: dsi@surfdsi.com cos i/l<lA 5 �e-E _...__... __....._......_.. ZI SHEET NO. CALCULATED BY A DA<E�S�'� I CHECKED BY MATE SCALE_.._._.._ .-_____..... -... ___...... ....... _____.__..__..._...._........_-___--.. [)'j 'q f0K ? ri W !o'i e T t `T l PwJ iir PP r w of s+ cpbe, Cr TY�b. #,Jr�•tf c P 2� i -- -3 P5 f "- `f Ga - o•u Lc1p�,=,ZS p�' I /t� = C . {' q kip- r ri < Moak ^ (2. 3 k c v-- t vt K C" tt1 + 0.'2q3 rs _ 2-0iby use F3cxo 5 J -3 -+ --,,a Genf A14 Zd,S;r Psi xi •'33 ^ 6', p! y' . w�"Z%$ a � C #-�� ` a• 96' �- #�iP-`t�" �, 13.98 W-w— i ^ o. 3 2 d l Usk Goo5I3�--33 Dunn Savoie Inc. Structural Engineering 908 S. Cleveland St., Oceanside, Ca 92054 Ph: (760) 966-6355 Fax: (760) 966-6360 E-mail: dsi@surfdsi.com INTrR1OR METAL 5fiO>5 WAI,L.s Asp HEAb K t� 4P? trrsut-+M�kP ,/lit w.�'�ft3 _ 2-— z 3•n$ k_�n M«tl - I�-°Cd't�-r� WoL Lj36b �rtrwYY'Y'Y'M - f------. g ---- v+c = o. 2142 t hK Supra = -3• 0q q USE C2') 6700 5 rry��l .Snip in►ALL 8 Goo'SI3gr33 i9le C,.c ?N1LRtioR w►Nt� PRussvt�� 2 � P5� L= 1'4!.ptr q X 16'1)~i 2. 9 6 -# ge, 085 K� M,,4 ki-/r = ON. lv = t3.2 Ksi 'ac k1�� � 6• S�- pry' �- S 570 SAL '57,4�>- W4111 3C*X- 13�_33 W(,,\/P ppwssorE.2 ai ps•p 0 Rxo vnck U5L` 62 5 43 3 3 X!0.C. CrH +&J wat d #i L* Roy- t, t"J Promsvyr— X. y F'St Section Design FyGross Thicknessi s on) ) Area (10 Wei ht (1 ) Properties Ix Sx Rx On') (1n') (in) ly (In') Ry (in) Ixe I (W) Effective Properties Sxe Mai Mad V 00 (in-k) in-k) i�j Vanet (Ib) MOM (In'j Torsional Properties Cw Xa m Ro (1n1 (in) (in) (in) 8 lu (in) 60OS200-33 0.0346 33 0,379 1.29 2.076 0,692 2,340 0.209 0.743 1 2.058 0.621 12.28 10,77 638 638 0.151 1,593 -1A57 0,901 2.855 0,740 : 51.6 600520043 U451 33 OA92 1V 2.683 0.894 2A35 0.268 0.739 ` 2,683 0.873 17.24 15.39 1416 1240 0,334 2,033 -1.446 0.894 2.844 0,742 51.4 60OS200-54 0.0566 33 0.613 2.09 3,319 1.106 2.327 0,328 0.732 3.319 1.106 24.072 22.07 2739 1890 . 0,655 2.493 -1.432 0,887 2.829 0.744 48.9 6005200-54 0.0566 50 0.613 2.09 3.319 1.106 2,327 0,328 0.732 3.319 1,015 30.40 27,38 2823 1947 0.655 2.493 .1,432 0.887 2,829 0,744 41.6 60OS200.68 0,0713 33 ' 0.764 2.60 4101 1.367 2,316 0,400 04723 4101 1.367 30.422 29.97 4347 2339 U95 3.047 .1.415 0,878 2.809 0.746 48.2 60OS200-68 0.0713 50 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1,317 43,712 39.69 5350 2879 1,295 3,047 -1415 0.878 2.809 0746 39.3 60DS200-97 0.1017 33 1,067 3.63 5.612 1,871 2293 0.530 0.705 5.612 1,871 43.492 43.49 6911 2512 3.679 4.080 -1.378 0.859 2.767 0.752 46.9 60DS200-97 0.1017 50 1.067 3.63 5.612 1.871 2,293 0.530 0.705 5,612 1.871 64.532 63.67 10472 3805 3,679 4,080 -1,378 0.859 2.767 0.752 38.3 6DOS200-118 0.1242 33 1.283 4.36 6.641 2.214 2,275 0.611 0.690 6.641 2.214 53,052 53.05 8267 2391 , 6.595 4.753 -1,351 0,845 2.735 0.756 46.1 6008200.118 0.1242 50 1.283 436 6.641 2.214 2275 0.611 0.690 6.641 2.214 78.442 78.44 12526 3622E 6.595 4,753 -1.351 0.845 2,735 0.756 376 60OS250.43 0,0451 33 0.537 1.63 3.082 1-D27 2.396 0.458 0.923 3,082 0.918 18.14 16,21 1416 1240 0.364 3,411 -1.874 1.136 3,179 0.652 62.4 60OS250.54 0.0566 33 0.670 128 3.819 1.273 2.388 0.562 0.917 3.819 1.159 22.90 21.90 2739 1890 0.715 4,194 -1.860 1.129 3.163 0.654 62.3 60OS250.54 0.0566 50 0,670 2.28 3,819 1.273 2.388 OS62 0.917 3.766 1.069 32.00 28.71 2823 1947 0.715 4,194 -1,860 1,129 3.163 D.654 50,5 60OS250-68 0.0713 33 0.836 2.84 4327 1.576 2,378 0,688 0.908 4.727 1.508 32.822 31.50 4347 2339 1,416 5.145 -1.842 1.119 3.142 0.656 59.2 60OS250.68 0,0713 50 0.836 2.84 4.727 1.576 2.378 0,688 0,908 : 4.723 1.386 41.49 39.07 5350 2879 1A16 5.145 -1.842 1.119 3.142 0.656 50.4 60OS250.97 0.1017 33 1.169 3.98 6.496 2.165 2,357 0,923 0.889 6.496 2,161 48.812 48,91 6911 2512 4,030 6.947 -1.803 1.100 1098 0,661 j 5&0 60OS250-97 0,1017 50 1.169 3.98 6.496 2.165 2.357 0.923 0.889 6.496 2.063 69,38 2 66.81 10472 3805 4.030 6.947 -1.803 1.100 3.098 0.661 ' 47.3 60OS250-118 0.1242 33 1.407 4.79 7.713 2.571 2,342 1.075 0.874 7,713 2.571 59.582 59.59 8267 2391 7,234 8.142 .1775 1.085 3.066 0.655 57.3 60OS250-118 0.1242 50 1.407 4.79 7.713 2.571 2.342 1.075 0.874 T713 2A98 85,922 86,83 12526 3622 7,234 8,142 -1.775 1,085 3,066 0.665 46.6 60CS300-54 0.0566 33 0.726 2A7 4.319 IA40 2.439 0,875 1.098 4.269 1.211 2193 22.80 2739 1890 0.775 6.452 -2.299 1.372 3,527 0.575 72,8 6DOS300-54 0.0566 50 0,726 2.47 4.319 1.440 2,439 0.875 1.098 4.014 1.106 33,13 29.62 2823 1947 0.775 6.452 -2.299 1.372 3,527 0.575 59.1 60OS300.68 0.0713 33 0.907 3.09 5,354 1.785 2.430 1,075 1,089 5.344 1,581 31.23 30.88 4347 2339 1,537 7.937 -2.280 1.363 3.505 0,577 1 72.8 6ODS300-68 0.0713 50 0,907 3.09 5.354 1,785 2,430 1.075 1,089 ( 5.221 1.446 43.30 40.53 5350 2879 j 1.537 7.937 -2.280 1.363 3,505 0.577 59.0 6GOS300.97 0.1017 33 1,271 4.32 7.381 2.460 2A1O 1,454 1.070 7.381 2.352 52.072 52.40 6911 2512 4.381 10.776 -2,241 1.343 3.461 0.581 68.8 600S300-97 0.1D17 50 1.271 4.32 7.381 2.460 2.410 1,454 1,070 7,280 2.247 67.28 64.67 10472 3805 4.381 10.776 -2.241 1.343 3.461 0.581 58.6 6005300.118 0,1242 33 ` 1.531 5.21 8.785 2.928 2.395 1.704 1,055 8.785 2.840 64,292 66.28 8267 2391 7.872 12,683 2.212 1.328 3.427 0,583 681 60OS300-118 01242 50 1.531 5.21 8.785 2.928 2.395 1,704 1.055 8.713 2,797 94.242 90.37 12526 3622 7.872 12,683 -2.212 1.328 3.427 0.583 55.3 60OS350.54 0.0566 33 0.825 2.81 5.022 1.674 2.467 1.491 1,344 4.911 i.452 28.70 27.98 2739 1890 j 0,881 12,942 -3.037 1,787 4,137 0.461 91.8 600S350.54 0.0566 50 0125 2-81 5,022 1.674 2,467 1.491 1,344 ' 4.721 1.335 39.97 36.56 2823 1947 0.881 12.942 -3.037 1.787 4,137 0.461 74A 600S350-68 0.0713 33 1,032 3.51 6.237 2.079 2,459 1.841 1.336 6.237 1,949 38,50 3763 4347 2339 1,748 15.968 -3.018 1,777 4.115 0.462 91.8 60OS350.68 0.0713 50 1.032 3.51 6,237 2.079 2.459 1,841 1.336 6.166 1.771 53.01 49.69 5350 2879 1.748 15.968 -3.018 1,777 4.115 0.462 74.4 60DS350-97 0.1017 33 1.449 4.93 8,631 2,877 2441 2.518 1.318 8.631 2.822 61.552 62.49 6911 2512 4,994 21.811 -2.979 1.757 4.071 0.464 87.5 60OS350.97 0.1017 50 1.449 4.93 8.631 2.877 2.441 2,518 1.318 8.631 2.593 77.64 78.36 10472 3805 4.994 21.811 -2.979 1757 4,071 0.464 i 74A 60OS350.118 0.1242 33 1.748 5.95 10.304 3A35 2.428 2,978 1.305E 10.304 3,435 76.392 76.40 8267 2391 &990 25.791 2,951 1.742 4.038 0.466 8649 60OS350-118 0.1242 50 1.748 5,95 10.304 3.435 2A28 2.978 1,305 ! 10.304 3.268 108,431 107.66 12526 3622 8,990 25.791 -2.951 1,742 4.038 0,466 70.6 800$137-33' 0.0346 33 0.388 1,32 3.198 0.799 2.873 0.073 0.435 Z998 0.622 12.30 10.71 474 474 0,155 0.957 -0.696 0,460 2.987 0.946 32.5 80DS137.43 0.0451 33 " 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4,001 0,896 17,70 15,78 1051 1051 0.341 1.214 -0.687 OA54 2.978 0.947 32.2 BOOS137-54 0.0566 33 0.627 2,13 5.110 1.277 2.855 0.112 0.423 5.077 1.179 23.29 21.74 2091 2091 ': 0.670 1.478 -0.676 0.448 2.964 0.948 32A 800S137-54 OX566 50 0.627 2.13 5.110 1277 2.855 0.112 0.423 4.974 1.083 32.42 28.47 2091 2091 0.670 1.478 -0.676 OA48 2.964 0.948 ; 25.9 800S137-68 0,0713 33 0182 2.66 6.303 1,576 2.839 0.134 0.414 ; 6.303 1,541 30.45 29.75 4221 3367 1.325 1,789 -OM1 DA40 2.944 0,950 31.6 800S137-68 0.0713 50 0.782 2.66 6,303 1.576 2.839 0,134 0.414 6.285 1.468 43.96 39.57 4221 3367 1.325 1.789 -0,661 OA40 2.944 0,950 25.6 8DOS137.97 0.1017 33 1.093 3,72 8.597 2149 2,805 0.169 0.394 8.597 2.149 53.092 53.09 8843 4824 3.767 2,349 .0.630 OA23 2.902 0,953 27.6 8DOS137-97 0.1017 50 1.093 3.72 8.597 2149 2.805 0.169 0,394 8.597 2.149 64.35 63.91 10885 5938 3.767 2.349 -0.630 0.423 2.902 0.953 25.0 800S137-118 OA242 33 1314 4,47 10.147 2.537 2.779 0.188 0.378 10,147 2.537 65.14 65.14 11341 4971 6.755 2.694 -0,608 0.411 2.870 0,955 26.6 800S137.118 0.1242 50 1,314 4.47 10.147 2.537 2,779 0.188 0,378 10.147 2.537 95.56 95.56 18235 7115 € 6,755 2.694 -0.608 0.411 2.870 0,955 21.9 800S162-33' 0.0346 33 0.413 1.41 3.582 0.896 2,943 0.125 0.550I3.384 0,710 14.03 12.61 474 474 0.165 1.630 -0.936 0.607 3.137 0.911 40.1 80OS162-43 0.0451 33 0,537 1.83 4.633 1.158 2.937 0.160 0.546E 4,50D 1,019 20.14 18.33 1051 1051 0,364 2.076 -0.926 0.601 3.128 0.912 39.8 8DOS162-54 0.0566 33 0.670 2.28 5.736 1A34 1927 0,194 0.539 5,702 1.334 26.36 24.98 2091 2091 0.715 2.539 .0,914 0.594 3.113 0.914 39.6 800S162-54 0.0566 50 0.670 2.28 5,736 1.434 2.927 0.194 0.539 5,600 1.229 36.79 32.81 2091 2091 0.715 2.539 -0,914 0.594 3,113 0.914 32.1 80OS162-68 0.0713 33 0.836 2,84 7.089 1.772 2,913 0135 0.530 7,089 1.737 34.32 33.84 4221 3367 F 1A16 3.093 -0.899 0.586 3.094 0.916 39,3 BOOS162.68 0.0713 50 0.836 2.84 7.089 1.772 2.913 0.235 0,530 7.070 1.663 49.B0 45.11 4221 3367 { 1.416 3,093 4899 0,586 3.094 0.916 ' 31,9 BOOS162-97 01017 33 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9,713 2A28 58.272 58.27 8843 4824 4.030 4,114 4866 MR 3.053 0.919 35.1 80OS162-97 0.1017 50 1.169 3.98 9.713 2.428 2.883 0305 0.510 9.713 2.428 72.70 71.93 10886 5938 4,030 4.114 •0,866 0.568 3.053 0.919 31.4 BOOS162-118 0.1242 33 1.407 4.79 11.604 2876 2,860 0,345 0,496 j 1t504 2.876 71.471 71A7 11341 4971 ; 7,234 4.766 -0.842 0.556 3.022 0.922 ; 34.1 BOOS162-118 0.1242 50 1AD7 4.79 11.504 2.876 2.860 0.345 0.496 11.504 2.876 105.23 105.23 16235 7115 j 7.234 4,766 -0,842 0.556 3.022 0.922 28.0 8OOS200-33' 0,0346 33 OA48 1.52 4.096 1,024 3,023 0.227 0.712 4.096 0.816 16,12 14.52 474 474 0,179 2971 -1,288 0.817 3.363 0.853 50.6 BOOS200-43 0,0451 33 0.582 1.98 5.302 1.325 3,018 0,292 0,708 5.302 1.293 25.54 20.99 1051 1051 0.395 3,797 -1.277 0.811 3.353 0.855 50.3 BOOS200.54 0.0566 33 0.726 2.47 6.573 1,643 3,009 0.357 0.701 6.573 1.643 35.752 30,37 2091 2091 0775 4.663 -1.265 0.804 3.338 0.856 47.8 BODS200-54 0.0566 50 :0,726 2.47 6,573 1.643 3.009 0.357 0.701 6,573 1.499 44.87 37,37 2091 2091 0.775 4,663 •1.265 0.804 3.338 0.856 40.7 SOOS200-68 0,0713 33 s 0,907 3.09 8,140 2.035 2.996 0,435 0.692 8140 2,035 45,292 41.79 4221 3367 1.537 5.712 -1.248 0.796 3,319 0,859 47.0 80GS200.68 0.0713 50 0,907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 1.964 65.212 54.70 4221 3367 1.537 5,712 -1.248 0.796 3.319 0.859 38.4 80OS200.97 0.1017 33 1171 4.32 11.203 2.801 2,969 0.576 0.673 11.203 2.801 65,122 65.12 8643 4824 4,381 Z684 •1.214 OY77 3.278 0,863 45.5 BOOS200-97 0.1017 50 1.271 4,32 11,203 2.801 2.969 0.576 0.673 11,203 2.801 96,631 89,76 10885 5938 4,381 7,684 -1.214 0.777 3,278 0,863 37.2 80OS200-118 0.1242 33 1.531 5.21 13.316 3.329 1949 0,665 0.659 ,13,316 3,329 79.782 79.78 11341 4971 7.872 8.981 .1.188 0.764 1247 0.866 ? 44.6 8DOS200-118 0,1242 50 1.531 5.21 13.316 3,329 2.949 0,665 0.659 13.316 3.329 117.952 117.55 16235 7115 ' 7.872 8.981 -1.188 0764 3,247 0,866 36,5 'Web height-todhickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. Allowable moment includes cold work offoiming. j _- pesign Gross Properties j Effective Properties 1 Torsional Properties Section Thies (ks) Area Weight 1x 3x Rx ly Ry ? ixe Sxe Mai Mad Vag Var►et Jx1000 Cw X. m Ro s in { ) (ice (IbJft) (i"') (in') (in) In') (in) j (in'j (in') (in-k) (in-k) {Ib1 (lb) (in'1 (W) Rn1 (") (in) 40CS250-43 0,0451 33 0.447 1.52 1.224 0.612 1,655 0.399 0.945 1.224 0.503 9,93 10.41 1739 810 0,303 1.486 •2.139 1252 2.864 0.443 63.7 40DS250.54 0.0566 33 A556 1.89 1,512 0.756 1,649 0.49 0.938 1,512 0,653 12.9 13.91 2603 944 0.594 1.821 -2,124 1.244 2.848 0.444 63.8 40OS250.54 0,0566 50 0.556 1.89 1.512 0,756 1,649 0,49 0.938 1.506 0,576 17.24 18.42 3372 1223 0.594 1,821 -2.124 1.244 2848 D.444 ! 51.6 40OS250-68 0.0713 33 0,693 2.36 1.864 0,932 1,64 0.599 0,929 1,864 0,883 17.45 18.42 3215 895 1.174 2.225 -2.105 1.235 2.826 0.445 64 4005250.68 0.0713 50 0,693 2,36 1.864 0.932 1.64 0.599 0,929 1,864 0,775 23.19 24.76 4871 1356 1,174 2.225 -2.105 1.235 2.826 0.445 51.6 400S250.97 0.1017 33 0.966 3.29 2541 1.271 1,822 0.801 0.911 2,541 1.253 28.31 28.7 4394 797 3.329 2.978 -2.066 1.214 2.78 0.448 60.3 40OS250-97 0.1017 50 D.966 3.29 2.541 1.271 1.622 0.801 0.911 2.541 1,191 40,06 41.47 6658 1207 13,329 2.978 -2,066 1,214 2.78 0.448 48.8 40OS300-54 0.0566 33 0.613 2.09 1.732 0.866 1.681 0.760 1114 1.723 0,680 13.44 14.70 2603 944 0.655 2.802 -2,694 1.496 3,285 0.377 ! 74.0 40OS300.54 0.0566 50 0,613 2.09 1.732 0.866 1.681 0,760 1.114 1.637 0.592 17.72 1915 3372 1223 0.655 2,802 -2594 1.496 3.285 0,377 59.9 400S300-68 0.0713 33 D,764 2,60 2,139 1.070 1,673 0,933 14105 2.139 0.914 18.06 19.68 3215 895 1,295 3.432 -2.574 1.486 3.263 0,378 74,3 40OS300.68 0,0713 50 0,764 2.60 2.139 1.070 1.673 0,933 1105 2,099 0.805 24.09 26.05 4671 1356 1.295 3.432 -2,574 1.486 3.263 0.378 60.0 40DS300-97 0.1017 33 1,067 3.63 2.928 1.464 1.656 1.258 1.086 III 2.928 1.381 30.58 32.4 4394 797 3,679 4.619 -2,535 1,465 3.216 0,379 70,8 400S300-97 0.1017 50 1.067 3,63 2.928 1.464 1.656 1.258 1.086 2.897 1.307 39.12 40.72 6658 1207 3,679 4.619 -2.535 1.465 3.216 0.379 60.3 550S137-33 0.0346 33 0,301 1.02 1.283 0.467 2,064 0.067 0.472 1.283 0.453 8,95 7.48 699 699 1 0.12 0.411 4841 0.536 2,278 0.864 ' 337 550S137-43 0,0451 33 0.391 1.33 1.655 0.602 2.059 0.085 0,467 1,655 0,592 13.08 11.6 1550 1199 0,265 0,52 -0.83 0.53 2.268 0,866 31.7 550S137-54 0.0566 33 0,486 1.65 2.039 0141 2.049 0,103 0.46 2.039 0.741 16.77 15.9 2739 1666 0.519 0,632 -0.817 0,523 2,254 0.868 i 31.1 55OS137.54 0.0566 50 0.486 1.65 2.039 0.741 2.049 0.103 0.46 2039 0.714 24.03 20.88 3093 1881 0.519 0,632 -0.817 0,523 2.254 0,868 25.4 55OS137-68 0,0713 33 0,604 2.05 2.503 0,91 2.036 0,123 0.451 2,503 0,91 21.22 21.22 4347 2057 1.023 0,764 -0.801 0.514 2.234 0,8T1 30A 55OS137-68 0,0713 50 0.604 2.05 2.503 0,91 2,036 0,123 0.451 2.503 0.909 31A2 28.89 5350 2532 1,023 0,764 4801 0,514 2.234 0,871 24.9 5505137.97 0.1017 33 0,838 2.85 3,38 1.229 2008 0.155 0.43 ! 3.38 1,229 30.35 30.35 6282 1997 ' 2-891 0.997 -0.766 OA97 2,192 0,878 ' 29.2 55OS137.97 0.1017 50 0,638 2.85 3.38 1.229 2.008 0,155 0.43 3.38 1,229 44,72 44.72 9518 3026 2.891 0.997 -0,766 0.497 2192 0,878 23.9 550S162-33 0.0346 33 0.327 1.11 1.458 D,53D 2,112 0,113 0-589 1,458 0.512 10.11 8.63 699 699 0.130 0,713 -1,114 0.697 2.459 0.795 ' 41.4 550S162-43 0.0451 33 0,424 1,44 1.883 0,685 2.107 0.145 0.584 1,883 0.681 144791 13.14 1550 1199 0.288 0,905 -1.103 0.691 2,448 0.797 39.2 550S162-54 0.0566 33 0-528 1.80 2.324 0,845 2098 0.176 0,577 2.324 0,845 18,762 17.87 2739 1666 0.564 1.105 4.090 0184 2A34 0.800 38.7 550S162-54 0.0566 50 0.528 1.80 2324 0,845 2.098 0176 0.577 2.324 0,811 26.861 23,52 3093 1881 0.564 1.105 -1.090 0,684 2.434 0.8D0 31.6 55CS162-68 0.0713 33 0.657 2.24 2.861 1.040 2.086 0.212 M68 2.861 1.040 23.721 23,72 4347 2057 E 1.114 1142 -1,072 0.675 2.414 0.803 38.0 M162-68 0,0713 50 0.657 2.24 2.861 1,040 2.086 0112 0,568 2,861 1.031 34,941 32,28 5350 2532 E 1114 1,342 -1.072 0.675 2.414 0.803 31.1 550S162-97 0,1017 33 0.915 3.11 3.886 1,413 2,061 0,276 0,549 3.886 1.413 33.91 33.91 6282 1997 ` 3,154 1.775 -1.037 0.656 2.372 GAN 36,8 550S162.97 0.1017 50 0.915 3,11 3,886 1.413 2.061 0.276 0.549 3.886 1.413 50.13 50.13 9518 3026 3.154 1.775 -1,037 0.656 2,372 0,809 30 55OS200-33 0.0346 33 0.362 1.23 1,694 0116 2.164 0.204 0.751 1,678 0.559 11.05 9.80 699 699 0:144 1,326 -1,508 0.925 2.742 0,698: 51.9 55OS200-43 0,0451 33 0.469 1.60 2.189 0.796 2.159 1261 0.746 2.189 0.776 15,33 13.96 1550 1199 0.318 1.691 -1.496 0.916 2.731 0.700 517 55OS200-54 0.0566 33 0.585 1.99 2.706 0,984 2,152 0.32 0.739 d 2.706 0.984 21AI 19.98 2739 1666 0.624 2,072 -1.483 0.911 2,716 0.702 49.2 55CS200.54 0.0566 50 0.585 1.99 2.706 0.984 2.152 0.32 0.739 2706 0,901 26.98 24.64 3093 1881 ! 0,624 2.072 -1.483 0.911 2.716 0,702 I 41.8 55OS200.68 0.0713 33 0.729 2.48 3.341 1.215 2,141 0,389 0.731 3.341 1.215 27.03 27,03 4347 2057 1235 2.531 -1.465 0.902 2.695 0.705 : 48.5 55OS200-68 0.0713 50 0,729 2448 3.341 1,215 2.141 0.389 0.731 3.341 1.17 38,83 35.92 5350 2532 1.235 2.531 -1,465 0,902 2,695 0,705 39.6 550S200-97 0.1017 33 1,016 146 4,563 1.659 2,119 0.515 0.712 4.563 1.659 38.58 38.58 6282 1997 3.504 3.384 -1,428 0.882 2.652 0.710 j 47.4 550$200-97 0.1017 50 1.016 3.46 4.563 1.659 2,119 0.515 0.712 4,563 1,659 57.25 57.25 9518 3026 3.504 3.384 -1A28 0,882 2.652 0.710 1 38.6 55OS250.43 0-0451 33 0.515 1.75 2,524 0.918 2.215 0.445 0.93 i 2,524 0,817 16,15 14.74 1550 1199 0.349 2,837 -1,933 1,163 3.083 0.607E 626 55OS250.54 0,0566 33 10.641 2.18 3.126 1.137 2.208 0.547 0,923 3.126 1.033 20.40 19,87 2739 1666 E 0.685 3,486 -1A19 1.155 3.067 0.609 62.6 55OS250-54 0.0566 50 0.641 2,18 3,126 1,137 2.20E 0,547 0,923 3.084 0.95 28A4 26,11 3093 1881 0,685 3.486 -1,919 1.155 3.067 0.609 50,7 55OS250.68 0,0713 33 0.800 2.72 3,866 1,406 2.198 0.669 0.914 3:866 1.345 29.28 28.52 4347 2057 1.356 4.274 •1.900 1.146 3.046 0.611 59,5 554S250-68 0.0713 50 0,800 2.72 3.866 1.406 2,198 0.669 0.914 3.864 1133 36.91 35A3 5350 2532 1.356 4,274 -1,900 1,146 3.046 0.611 50,6 55OS250-97 0,1017 33 1,118 3.80 5.304 1.929 2.178 0,897 0.895 5,304 1.92S 43.47 43.57 6282 1997 3.855 5.761 -1,862 1.126 3.002 0.615 58-4 55OS250-97 0.1017 50 1.118 3.80 5,304 1.929 2.178 0.897 0.895 5.304 1,837 6177 60.32 9518 3026 3.855 5.761 -1.862 1126 3.002 0.615 47.6 600S137-33 0.0346 33 0.318 1.08 1.582 0.527 2.229 0,069 0.464 1.548 0,455 8.98 8,19 638 638 0,127 0,500 -0.807 0.519 2.416 0.889 33.5 60OS137-43 0,0451 33 0.413 1.41 2,042 0.681 2.223 0,087 0.459E 2.041 0.645 12.74 11.82 1416 1240 < 0.280 0.633 -0.796 0.513 2.406 0.890 ' 33.3 60OS137-54 0.0566 33 0,514 1.75 2,518 0.839 2.213 0.105 0,452 2.518 0,832 16.44 15.95 2739 1890 0.549 0769 -0.784 0.506 2.391 0.893 33.0 60DS137.54 0,0566 50 0.514 1,75 2,518 0.839 2.213 0,105 0,452 2,518 0.777 23.26 21.24 2823 1947 0.549 0,769 .0.784 0.506 2.391 0,893 26.8 6006137.68 0.0713 33 0,640 2,18 3.094 1.031 2.200 0,125 0,443 3.094 1,031 24.051 24,05 4347 2339 1.084 0.930 -0,768 0.497 2.371 0.895 30.1 60OS137-68 0.0713 50 0.640 2,18 3.094 1.031 2.200 0.125 0,443 3.094 1.030 30,84 28.89 5350 2879 1 1,084 0,930 -0.768 0.497 2,371 0.895 26.5 600S137.97 0.1017 33 0.889 3.03 4.188 1.396 2.170 0.159 0,422 4.188 1.396 34.482 34.49 6911 2512 3.056 1216 -0734 0.480 2.330 0.901 28.8 6005137-97 0.1017 50 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.395 50.801 50.80 10472 3805 3.666 1.218 -0734 0.480 2.330 0.901 23.6 600S137-118 0.1242 33 1.065 3.62 4,913 1.638 2.147 0.176 0.411 4.913 1.638 42,05 4205 8267 2391 5,477 1.391 -0.709 CAP 2.298 0.905 � 27.9 60OS137.118 0,1242 50 1,065 3,62 4.913 1.638 2.147 0.176 0,406 4,913 1,638 61.69 61.69 12526 3622 5A77 1.391 -0,709 0.467 2.298 0.905 22-9 600S162.33 0,0346 33 0,344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0,577 11,41 9.47 638 638 0,137 0,861 -1.072 0.677 2.587 0.828 41.1 600S162-43 0,0451 33 0,447 1.52 2,316 0.772 2.276 0.148 0.576 2.316 0.767 16.681 14A6 1416 1240 1 0.303 1.095 -1,062 0,670 2,577 0,830 = 39.0 600S162.54 0,0566 33 0,556 1,89 2.860 0,953 2,267 0,180 0 570 , 2,860 0,953 21,172 19.75 2739 1890 10.594 1.337 •1.049 0.663 2.562 0,832 38,4 60OS162-54 0,0566 50 0.556 1.89 2.860 0.953 2.267 0.180 0,570 2,860 0.916 30,331 25,90 2823 1947 10.594 1.337 -1.049 0.663 2.562 0,832 31.4 600S162.68 0.0713 33 0,693 236 3,525 1.175 2,255 0,218 0.560 i 3,525 1.175 26.791 26.76 4347 2339 ! 1.174 1,626 -1.032 0,655 2.543 0,835 37.7 600S162.68 0,0713 50 M93 2.36 1525 1,175 2,255 0,218 0.560 : 3.525 1,164 39,472 35,69 5350 2879 ` 1.174 1,626 -1.032 0.655 2.543 0,635 130.8 600S162-97 0.1017 33 0.966 3.29 4.797 1.599 2,229 0.283 0.541 4.797 1,599 38.371 38.37 6911 2512 3.329 2.153 -0.997 0.636 2,501 0.841 [ 36.4 60OS162.97 0,1017 50 0.966 3,29 4,797 1.599 2.229 0.283 0.541 4.797 1.599 56.73' 56.72 10472 3805 ` 3.329 2,153 -0.997 0.636 2501 0.841 ! 29.8 60OS162.118 0,1242 33 1.158 3.94 5.652 1.884 2,209 0.321 0,526 5.652 1.884 46,821 46.82 8267 2391 5.956 2.487 •0.971 0.623 2.470 0.845 35.6 600S162.118 0.1242 50 1.158 3.94 5,652 1.884 2,209 0.321 0.526 5,652 1,884 68.941 68.93 12526 3622 5,956 2.487 -0.971 0,623 2.470 0,845 29.1 'Web height -to -thickness ratio exceeds 200, Web stiffeners are required et all support points and concentrated loads. 'Allowable moment includes cold work of forming, Se,1dWe Moles (:.:? r7:34E' 7 1, Listed span for "Double Span" tables is the distance from either end to the center of interior support, with the stud continuous past the interior support. 2. Listed wind pressures represent calculated designed wind pressure (1.0 W based on 2009 or 0.6 W based on 2012 IBC), For deflection calculations, listed wind pressures have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. 3. Studs must be braced against rotation and lateral movement at all supports. See typical bracing details on page 61. 4. Studs are assumed to be adequately braced at a maximum spacing of L. to develop full allowable moment. 5. Web crippling check is based on 1" of bearing at end supports and 3" of bearing at interior support. 6. Shear and web crippling capacity at end supports have not been reduced for punchouts. Shear and web crippling capacity at interior support have been reduced for the presence of punchout adjacent to the support. 7. Combined bending and shear check at interior support is based on unreinforced web per AISI S100 (Eq. C3.3.1-1). Shear capacity and combined bending and shear check at interior support have been reduced for the presence of punchouts adjacent to support. 8. See page 5 for additional table notes. fy Spacing 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf Section (10 0n) - U120 U240 U360 U240 U360 Lrw U240 U360 U600 U240 LIM U600 L/240 1-1360 U600 L1240 I = U600 U240 1-1360 U600 L1240 L1360 U680 12 23' 9" 18' 10" 16' 5" 14' 8' 12' 10' 10' t0' 13-0' 11' 8" 9' 10' 11' 8" 10' 10' 9' 2" 10' 8" IV? T 7" 9' 10'e 9' 8"e T 2" 9' 2"e 9' 2"e 7' 10' T 3"e T 3"e 7' 3"e 350S162.33 33 16 21' 7" 1T 1" 14' 11" 13' 0' 11' 8" 9' 10" 11' 3" 10' 7' F 11" 10' 1"e 9' 10' TV 9' 2"e 9' 2"e T 10" 8' 6'e 8' 6"e 7' 5'e V 0"e T 0'e T 1'e 7' 2"e 7' 2`e 6' 7"e 24 18' S" 14' 11' 13' P 10' 8` 10' 2" T 7" 9' 2'e 9' 2"e 7' 10" T 3"e 8' 3'e 7' 3"e 7' 6"e 7' 6"e 6' i0'e 7' 0"e T D"e T 6"e 66"e 6' 6"e 6' 2"e 5' 10"e 5' 10"e 5' 9'e 12 P 25' 10` 20' 6' 17' 11' IT 0' 14' 0` IT 9" 14' 6" 12' 6' 10' 8" 13' 6" 11' 9' 9' 11" 12' 6" 11' 1' 9' 4" , 11' 7" 10' 6" 8' 11" 10' 10" 10' 1' TV 19' 8' 9' 4" T 11` 350SI62.43 33 16 23' 5" IT 7" 16' 3' 14' 6" 12' 8' 10' 8" 13' 2" 11' 6` 9' 9" 11' 10" 10' 8" 9' 0' ,10' 10" 10' 1" 8-6- 10' 0' 9-7- 8" 1" ! 9' 5' 9' 2' 7' 9" T Te 8' 5"e T 2" 24 20' 6' 16' 3" 14' 2' 12' 6" 11' 1" 9' 4' 10' 10" 10' 1' T 6` 9' 8" 9' 4" T 11' !° 8' 10' T 10" 7' 5" 8' 2"e 8' 2'e 7' 1" 7' 8"e 7' 8'e 6' 9' 6' 10'e 6' 10"e T 3'e 12 27' 8' 21' 11' 19' 2' 17' 1' 15' 0" 12' 7" 15' 7" 13" 7" 11'6'1 ITT 12' 7" 10' 8" 13' 7' 11' 10" 10' 0' 12" 11' 11' 3' 9' 6" 12' 4' 10' 9" 9' 1" 11' 6" 10, 0" 815, 35OS162.54 50 16 2571" 19' 11" 17' 5' 16 7" 13' 7" 11' 6' ! 14' 2" 12' 4" 10' 5" ! 13' 1" 11' 6" 9' 8" 12" 4" 10' 9" 9' 1" 11' 9" IT 3" 818, 1113, 9110, 813, 1 10, 5" 911, 7' 8" 24 21' 11' 17' 5" 15' 2" 13' 7' 11' 10" 10' 0' 1214. 1019, 9' 1" 11' 6' IT 0" T F 10' 9" 9' 5' T 11" 10' 3" T 11" 7' 7' . 9' 10' T 7" T 3' 9' 1' T 11" 6' 8" 12 29' 7' 23' 5' 20' 6' 18' 4' 16' 0" 13' 6" IT 8` 14' 6' 12' 3" 15' 5' 13' 6" 11' 5" 14' 6" 12' 8" 10' 9" 13' 10" 12' 1' 10' 2" ! 1T 3" 11' 6" 9' 9" 12' 3" 10' 9" 9' 0" 350S162-68 50 16 26' 10" 21' 4" 18' 7" 16' 8" 14' 6" 12' 3` 15' 1" 13' 3" 11' 2' WO' 12' 3' 10' 4" i 13' 3" IT 6' 9' 9" 12' 7" IT 0' 9' 3' 12' 0" 10-6- T 10" 11' 2" T 9' 8-3- 24 ! 23' 5" 18' 7' 16' 3" 14' 6" 12' 8' 10' 9" i3' 3" 11' 6' 9' 9' i 12° 3" 10' 9' 9'0' ` 11' 6` 10' 1" 8' 6" 11' D" 9' 7" 8' 1' 10' 6" 9' 2" TV 9' 9' 8' 6" 7 2" 12 1 2T 3' IT 5' 16' 1' 14' 3" 12' 7" IT 7" 12' 4" 11' 5' 9' 8' ! 11' 1` 10, 7" 8' 11' 10' 1' 1T D' 8' S" 9' 4" 9' 4" TO' 8' 9"e 8' 9"e T 8' T 10'e 7' 10'e 7' 1'e 362S137.33 33 16 21' 1" 16' T 14' 8" 12' 4' 11' 5" 9' 8" E IV9" 10' 5' 8' 9" 9' 7' 9' 7" 8' 2' 8' 9'e 8' 9"e T 8" 8' 1'e 8' 1'e 7' 3"e 7' 7"e 7' 7"e 6' 11"e 6' 9"e T 9"e 6' 5"e 24 1T 6" 14' 8" 12' 10" 10' 1" 10' 4" 8' 5' 8' 9"e 8' 9'e T 8" T 10"e T 10"e T 1"e T 2"e T 2"e 6' 8"e 6' Te 6' 7'e 6' 4'e 6' 2"e 6' 2'e 6' 1 "e 5' 6'e 5' 6"e 5' 6"e 12 24' 4" 19' 4" 16' 11' 15' 1' 13' 2" 11' 1" 13' 3' ITT 1D' 1' 11' 11" 11" P 9' 5' 10' 10" 10' 6' 8' 10' 10' 0'e 9' 11'e T Y 9' 5"e 9' 5"e TO' 8' 5'e 8' 5% T 5'e 362S162-33 33 16 22' 2" 17' 7' 15' 4" 13' 3' 12' 0" 10' 1" 11' 6" 10' 11` 9' 2' 10' 3"e 10' 1"e TV 9' 5'e 9' 6"e TO* 8' 8"e 8' 8"e 7' 7'e 8' 2'e T 2'e T 3"e , 7' 3"e 7' 3'e T 9"e 24 ' 18' 9" 15" 4" 13' 6" 10' 10' 10' 6" 8' 1D' 9' 5'e 9' 5'e TO" T 5'e 8' 5"e 7' 5'e 7' 8"e 7' 8"e T 0'e 7' 1"e 7' 1"e 6' 8'e 6' 8'e 6' B"e T 4"e 5' 11"e 5' We 5' 11'e 12 25' 9' 20' 5' 1T 10" 15' 11" 13' 11" 11' 9" 113'11' , 13' 11" 12' 8" 10' 8" 12' 5' 11' 9' 9' 11" 11' 4'e 11' 1'e 9' 4' 10' 6"e 10' 6"e 8' 10' 1 9' 10"e 9' 10"e 8' 6'e 8' 10"e 8' 10"e 7' 10'e 362S200.33 33 16 23' 4" 18' 7" 16' 2' ITT 10' 8" j 12' 1" 11' 6' 9' 8" 10' 9'e 10' 8'e 9' 0" 9' 10"e 9' We 8' 6"e - 9' 1"e 9' 1'e 8' 1"e 8' 6"e 8' 6`e 7' 8'e 7' 7"e 7' 7"e TA 24 j IT 8' 16' 2' 14' 2" 11' 4"e 11' 1"e 9' 4" 9' 10"e 9' 10'e 8` 6"e 8' We 8' 10"e T 10' 8' 0"e T D"e 7' 5"e T Ye 7' 5"e 7' We 7' 0'e 7' 0'e 6' 9'e 6' 3"e 6' 3'e 6' 3'e 12 : 253" 20' 1' 17' 6" 15' 8' 13' 8" 11' 7' 14' 3" 12' S' 10' £" IT 0' 11' 7" 9' 9" 111" iD" 10' 10" 9' 2" 11' D' 10' 4" 8-8- , 10' 3" 9' 10" 8' 4" 9' 2' 9' 2" TV 362S137-43 33 16 1 23' 0' 18' 3" 15' 11" 14' 3' 12' 5" 1D' 6' 12' 7" 11' 4' 9' 6 11' 3" 10' 6" T 10" 1 10' 3" 9' 10" T 4" 9' 6' 9' 5' 7' 11" 8' 11' 8' 11" 7' 7" 7' 11" 7' 11" 7' 0" 24 ` 20' 1" 1511" 13' 11" 11' 10" 10' 1 D" T 2" IVY 9' 10' 8' 4' ; 9' 2" 9' 2" T 9' 8' 5" T S" 7' 3" T 9' T 9' 6' 11" ' 7' 3'e T Ye 6' 7" 6' 6'e 6' 6'e T Te 12 26' 6" 21' 0" 18' 4' ITT 14' 4" 12' 1" 14' 11" 1 T 0' 11' 0' 13' 10' 12, 1" 10, 2- 12' 9' 11' 5" 9' 7" 11' 10" 10' 10` 9' 1" 11' 1' 10' 4' 8' 9" 9' 11' 9' 7" 8' 1" 362S162-43 33 16 24' 1" 19' 1" 16' 8" 14' 11' IT 0' 11' 0" 13' 7" 11' 10' 10' 0" ! 12' 1' I T 0" T 3" 11' 1' 10' 4' TV 10' 3" 9' 10' 8' 3' 9' 7" 9' 5' 7' 11' 8' 7"e 8' 7`e 7' 4" 24 21' 0" 16' 8" 14' 7" 12' 9' 11' S" T 7' 11' 1' 10' 4' T 9" 9' 11" 9' 7' 8' 1' 9' 0" TO' 7' 7' 8' 4"e 8' 4'e 7' 3" 17' 10'e 7' 10'e 6' We 7' 0"e 7' 0"e 6' 5"e 12 2T 0' 22' 3' 19' S" 1T 4" 15' 2" 12' 9' 15' 9" 13' 9" 11' 7" 14' 8" 12' 9" 10' 9" ` ITT' 12' 0' 10' 2" 12' 8" 11'5* 9' 8' 11'10' 10' 11" 9' 3" 10*7* 1012, 817, 362S200 43 33 16 ' 25' S" 20'2* 17'8" 15' 9" ITT 11' 7` 14` 4" 12' 6' IV 7" 1T 0' 11' 7" 9' 10' 11' 10" 10' 11' 9' 3" 11' 0" 10' 5" 8' 9" 10' 3' 9' 11" 8' 4' 9' 2"e 9' 2'e T 9" 24 22' 3" IT8' 15' 5" 13' 8" 12' G" 1D" 2" 11' 10' 10' 11' 9' 3' E 10' 7" 10' 2' 8' 7" 9' 8'e 9' 7'e TV 9' 0'e 9' 0'e TV T 5"e 8' 5'e 7' 4'e 7' 6'e 7' 6"e 6' 9'e 12 2T 1" 21' 6' 18' 9' 16' 9" 14' 8" 12' 4' 15' 3" 13' 4' 11' 3" 14' 2" 12' 4" 10' 5" 13' 4' 11' 8' 9' 10.1 12' 8" 11' 1" 9' 4" ° 12' 1' 10' 7` F 11" 11' 3' 9' 10" 8' 3" 362S137-54 50 16 24' 7' 19' 6" 17' 1" 15' 3" 13' 4" 11' 3" 13' 10' 12' 1' 10' 2" 12' IT 11' 3" 9' 6" 12' 1" 10' 7" T 11 11' 6" 10' 0' 8' 6' 11' 0" 9' 7" 8' 1" 10' 2` 8' 11' T 6' 24 21' 6" 17' 1" 14' 11" 13' 4' 11' 8' 9' 10" 12' 1" 10' 7" T 11" 1T 3" 9' 10" T 3" 10' 7' 9" 3° T 9, IV 0' T 9" T Y 9' 7" 8' 5" 7' 1X 8' 9" 7' 9' 6' 7" 12 28' 5' 2T 6" 19' 8" 17' 7" 15' 4" I T 0" 16' 0" 14' 0" 11' 9' 14' 1D' 13' 0- 10' 11" 14' 0" 12' 2" 10' 3" 13' 3" 11' T 9' 9" 12' 8" 11,1" 9' 4 ,) 11' 9" 10' 3" 8` 8' 362Si62-54 50 16 ' 24 25' 10" 20' 6 y 17' 11' 22' 6 17 11 15 7' IT 0" 14' 0' 11' 9' WO' 12' 2' IVY 14' 6" 12' 8" 10' 8' 12 8' 11' 1" 9' 4" 13' 6" 11' 9" 9' 11" 11-9- 10' 3° 8' 8" 12' 8" 11' 1" 9' 4� 11' 1" 9' B" 8' 2 12' 1` 10' 6" 8' 11" # 10' 6' 9' 2" 7' 9" ! 11' 6' 10' 1' TV 10' 1" 8' 10' TV 10' 8' 9' 4' T 1i" 9' 4" T 2" 6' 11' 12 30' 0" 23' 10' 20' 10" 18' 7" IV 3' 13' 8' ! 116' 11' 14' 9" 12' 5" 15' 8' 13' 8" 11' 7" 14' 9" 12' 11" 10' 10" 14' 0" 12' 3' 10, 4" 13' 5' 11' 9' 9' 11' 12' 5' 10' 10" 9' 2" 362S200.54 50 16 27' 3" 21' 8" 18' 11"' 16' 11' W 9" 12' 5" 15` 4" 13' 5" 11' 4" IT 14' 3" 17 5- 10' 6' 1315, 11' 9' 9' 11" 12' 9" 11' 2" 9' S' 12' 2' 10' 8' 9' 0' 11' 4" 9'41' T 4" 24 123' 10" 18' 11" 16' 6" 14' 9" 12' 11' 10' 10' Y 11' 9" 9' 11" 12-5- 10' 10" 9' 2" ; 11' 9" IVY 8' 8" 11' 2° 9' 9" 8' 2" 10'8" 9' 4" 7' 10' 9' 11" 8' 8' 7' 3" 12 28' 11" 22' 11" 20' 1" 17' 11" 15' 8" 13" 2" IVY 14' 3" 12' 0" i 15' 1' 13' 2" 11' 2' 14' 3' 12' 5' 10' 6" 13' 6" 11' 10' 9' 11.112' 11" 11' 4" 9' 6' 12' 0' 1D' 6' 8' 10" 3625137.68 50 16 26' 3' 20' 10' 18' 3" 16' 3" 14' 3' 12' 0" 14' 10' 12' 11' 10' 11`1 13' 9` IT 0" 1D' 1"' 12' 11' 11' 4" 9-6- 12' 3" 1D' 9" 9' 1" 11'9' 10' 3" T 8" 10' 11' 9' 6" TV 24 ! 22' 11' 18' 3" 15' 11' 14' 3' 1T 5' 10' 6" 12' T 11' 4" 9' 6" 12` 0" 90' 6' 8' t 0" 11' 4' 9' 10" 8' 4" ' 10' 9" 9' 4" T 11' 10' 3" 9' 0' T 7" 9' 6' 8' 4' T 0' 12 130' 4" 24' 1" 21' 1" 1 T 10" 16' 5" 13' 10"! 1T 1" 14' 11" 12' 7" 15' 11" 13' 10" ITT` 14' 11" 13' 1" 11' 0" 14' 2' 12' 5' 10` 5" , 13' 7" 11' 10" 10' 0" 12' T tt' 0' 9' 3" 362S162-68 50 16 j 27' 7" 21' 11" 19' 2' 17' 1" 14' 11" 12' 7" 15' 6- 13' 7" 11' 5° 14' 5' 12' 7' 10' 8" 1317, 11' 10" 10, 0" 12' 11" 11' 3" 9' 6" 12' 4' 10' T 9' 1' 11' 51 1010, 815, 24 24' 1" 19' 2" 16' 9" 14-11 13' 1" 11' 0" 13' 7' 11' 10" 10' 0" 12' 7' 11' 0' 9' 3' i 11' 10' 10' 4" W 9' 11' 3' 9' 10" 8' 4" 10' 9` 9' 5' T 11" 10' 0' 8' 9" 7' 4" 12 32' 2' 25' 6' 22' 3' 19' 11" 17` 5" 14' 8" 18' 1" 15' 10" 13' 4" 1610' 14' 8' 12' 5" ° 15' 10" 13' 10" 11' 8" 15' 0" 13' 1' 11' 1" 14` 4' 12' 7" 10' 7" , 13' 4" 11' 8" 9' 10' 362S200-68 50 16 ! 29' 2' 23' 2" 2V 3" 18' 1" 15' 10" 13' 4" , 16' 6" 14' 4' 1241" 15' 3' 13' 4" 114 3" 14' 4" 12' 7" 10' 7" IT 8" 11' 11' 10' 1' ? 13' 1' 11' 5" 9' 7" 12' 1" 10' 7" T 11" 24 ' 25` 6" 20' 3" 1 T 8" 15' 10" 13' 10' 11'8* 14' 4" 12' 7" 10' 7" 13' 4" 11' 8" 9' 10" 12' 7" 11' 0" 9' 3" 11' 11' 10' 5" T 9" 11' 5" 9' 11' 8' 5' 10' 7' 9' 3' 7' 10` 12 25' 1' 19' 11' 17' S" 15' 1" 13' 7' 11' 6" 13' 1" 12' 4" 10' 5" 11' 8" 11' 6" 9' 8' 10' 8" 10' 8" 9' 1" i 9' 10"e 9' 10'e T 8" 9' 3"e 9' 3"e T 3"e 8' Fe T 3"e T 8'e 400S137-33 33 16 22' 7" 18' 1" 15' 10" 13' 1" 12' 4' 10' 5" 11' 4" 11' 3' TV 10' 1'e 10' i'e 8' 9" 9` 3'e 9' 3'e 8' 3"e 8' 7"e 8' 7"e 7' 1D" T 0'e 8' 0'e 7' 6"e 7' Te 7' 2'e T 0'e 24 18' 6" 15' 10" 1 T 10" 10' 8" 10' 8' 9' 1" 9' Ye 9' 3"e T 3"e 8' 3'e 8' 3"e 7' 8'e TV: 7' 6"e 7' 3"e 7' 0"e T 0"e 6' 10"e 6' 6'e 6' 6'e T 6'e 5' 10"e 5' 10'e 5' 10'e 12 ? 2T 3' 20' 10" 18' 3' 16' 2" 14' 3' IT 0' 14' 0" 12' 11' 10' 11' 12' 7" IT 0" 10' 1' 11' 5'e 11' 4'e 9' 6' 10' 7"e 10' 7'e 9' 1" 9' 11"e 9' 11"e 8' 8'e 8' 10"e 8' 10'e T 0'e 400S162.33 33 16 ='. 23' 11' 18' 11" 16' 7" , 14' 0' 12' 11' 10' 11'; 12' 2" 11' 9' 9' 11' INTe 101n 9' 2' 9' 11"e 9' 11'e 8' 8"e l 9' 2"e 9' 2'e T Te 8' 7"e T 7'e TIO'el T 8"e 7' 8'e 7' 4"e 24 19' 10' 16' 7' 14' 6' $11' 5"e 11' 4"e 9' 6" a 9' 1ve 9' 11"e 8' re T 10'e T 1D'e T 0"e 8' 1"e 8' 1 "e 7' 7'e i 7' 6'e T 6`e 7' 2'e 7' 0"e 7' 0"e 6' 1Ve 6' Te 6' Ye 6' Ye 12 27' 9' 22' 0" 19' 3" 1T 0" 15' 0" 12' 8" 14' 9' 13' 8' ' 1' 6" 13' 2'e 12' 8" 10' 8" 12' 0"e 11' 11"e 10' 1" 11' A11' 1 "e 9' 7'e 10' 5"e 10' 5"e 9' 2"e !:: 9' 4"e 9' 4"e T 6"e 40OS200.33 33 16 26 2" 20' 0" 17' 6" 14' 9" 13' 8" 11' 6" 12' 9"e 12' 5"e 10' 5" 11'Ye 11' 5"e 9' 8' ! 10' 5"e 10' Fe 9' 2'e 9' 8'e 9' 8'e F 8"e 9' 0"e 9' 0"e 8' 4'e B' 1"e 8' 1'e 7' 8 "e 24 20' 10" 17' 6" 15' 3" 12' 0"e 11' 11"e 10' 1" 10' 5'e 10' 5'e 9' 2"e 19' 4'e 9' 4'e 8' 6"e 1 8' 6-e T 6"e T 0"e T 10"e 7' 10'e T 7 "e 7' 4"e 7' 4'e 7' 3"e 6' 7"e 6' 7"e 6' 7"e 'e" web stiffeners required at ends. STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 1 of 6) Project Name: MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 A. General Information Climate Zone: Conditioned Floor Area : 1597 10 Unconditioned Floor Area : Building Type: X Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel ❑ Schools ❑ Relocatable Public Schools ❑ Conditioned Spaces ❑ Unconditioned Spaces Phase of Construction: ❑ New Construction ❑ Addition R Alteration Method of Compliance: ❑ Complete Building 0 Area Category ❑ Tailored Project Address: 1925 CALLE BARCELONA SUITE 164 CARLSBAD CA 92006 B. Lighting Compliance Documents (select yes for each document included) For detailed instructions on the use of this and oil Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO FORM TITLE X NRCC-LIT-01-E Certificate of Compliance. All Pages required on plans for all submittals. X NRCC-LIT-02-E Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. NRCC-LIT-03-E Indoor Lighting Power Allowance X NRCC-LIT-04-E Tailored Method Worksheets x NRCC-LIT-05-E Line Voltage Track Lighting Worksheets CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 C'&sA -;�4ti .STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 2 of 6) Project Name: MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 C. 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 Watts Watts Installed Lighting Installed Lighting 2,602 1. NRCC-LTI-01-E, page 4 + NRCC-LTI-01-E, page 4 + 2' PORTABLE ONLY FOR OFFICES + 0 NRCC-LTI-01-E, page 3 3 Minus Lighting Control Credits 0 Minus Lighting Control Credits NRCC-LTI-02-E, page 2 NRCC-LTI-02-E, page 2 4. Adjusted Installed Lighting Power _ 2 602 Adjusted Installed Lighting Power _ (row 1 plus row 2 minus row 3) (row 1 minus row 3) S. Complies ONLY if Installed 5 Allowed Complies ONLY if Installed <_ Allowed 6 Allowed Lighting Power 2,715 Allowed Lighting Power Conditioned NRCC-LTI-03-E, page 1 Unconditioned NRCC-LTI-03-E, page 1 D. 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-01-E - Must be submitted for all buildings ❑ Field Inspector NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), ❑Field Inspector X to be recognized for compliance. �( NRCI-LTI-03-E - Must be submitted for a line -voltage track lighting integral current limiter, or for a supplementary ❑Field Inspector overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance. X NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a ❑Field Inspector conference room, a multipurpose room, or a theater to be recognized for compliance. 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 ❑Field Inspector compliance. E. 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.) CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING W CEC-NRCC-LTI-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION '%w CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 3 of 6) Project Name: MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 YES NO Form/Title X NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. ❑ Field Inspector X NRCA-LTI-03-A - Must be submitted for automatic daylight controls. ❑ Field Inspector X NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. ❑ Field Inspector A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: M CONDITIONED SPACE ❑ UNCONDITIONED SPACE F. 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 (NRCC-LTI-05-E) when line -voltage track lighting is installed. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING W CEC-NRCC-LTI-01-E Revised 05115 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE N RCC-LTI-01-E Indoor Lighting (Page 4 of 6) Project Name: MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 G. Installed Portable Luminaires in Offices — Exception to Section 140.6(a) ❑ This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance form. ❑ This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office ❑ Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire Watts Per Square Foot Office Location Field Inspector 1 2 3 4 5 6 7 8 9 10 Installed If F <_ 0.3, r- z = portable o v r* Watts enter Identify Office area in �. 3 luminaire ? a per zero; 9 Complete Luminaire Description L watts in ^ o square E x G which these portable a _ (i.e., LED, under cabinet, furniture mounted Watts per o r 0- this office fD ri r° foot if F > 0.3, luminaires are installed direct/indirect) Luminaire (B x C) (D / E) (F-0.3) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Enter sum total of all pages into NRCC-LTI- Total installed portable luminaire watts that are greater than 0.3 watts per square foot per office: 01-E; Page 1 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 5 of 6) Project Name:MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: $I 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 How wattage was determined c0 v � o M Complete Luminaire Description d va .@ y 00 a 0 _a Y v E E (i.e, 3 lamp fluorescent troffer, u E o o E 'j c X Primary Function area in which z '' F32T8, one dimmable electronic ballast) w a z F— these luminaires are installed Pass Fail 1 & RX1 LED RECESSED LIGHTS 18 ❑ 17 306 GENERAL LIGHTING ❑ ❑ R3 2 HEAD RECESSED TROFFER 36 ❑ 4 144 GENERAL LIGHTING ❑ ❑ R4 3 HEAD RECESSED TROFFER 54 ❑ R 6 324 GENERAL LIGHTING ❑ ❑ TR1 2' x 4' LED TROFFER 40 ❑ 9 2 80 GENERAL LIGHTING ❑ ❑ T1 LED TRACK HEAD 11.5 ❑ 58 667 DISPLAY LIGHTING ❑ ❑ T2 LED TRACK HEAD 11.5 ❑ 7 80.5 DISPLAY LIGHTING ❑ ❑ W1 DECORATIVE SCONCE 100 1 100 DECORATIVE LIGHTING ❑ ❑ P1 DECORATIVE PENDANT 200 ❑ 4 800 DECORATIVE LIGHTING ❑ ❑ P2 DECORATIVE PENDANT 50 ❑IN 2 100 DECORATIVE LIGHTING ❑ ❑ INSTALLED WATTS PAGE TOTAL: Enter sum total of all pages into 2,602 1 NRCC-LTI-01-E; Page 2 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING to CEC-NRCC-LTI-01-E Revised 05115 cALIFUKNIA I=NtKUY UUMMISSIUN CERTIFICATE OF COMPLIANCE NRCC-LTI-01-E Indoor Lighting (Page 6 of 6) Project Name: MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ERIC WITT Documentation Author Signature: Company: AARDVARK ELECTRIC, INC. Signature Date: 07/06/2015 Address: 209 STAGE COACH ROAD CEACertification Identification (if applicable): City/State/Zip: OCEANSIDE, CA 92057 phone: 760-310-9946 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I 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. I 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: ERIC WITT Responsible Designer Signature: / Company: AARDVARK ELECTRIC, INC Date Signed: 07/06/2015 Address: 209 STAGE COACH ROAD License: 931364 City/State/Zip : OCEANSIDE, CA 92057 phone: 760-310-9946 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING — LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 05/151 CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 1 of 3) Project Name: MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 The NRCC-LTI-02-E shall be used to document all mandatory and prescriptive lighting controls that are applicable to the vroiect A. Mandatory Lighting Control Declaration Statements (Indicate if the measure applies by checking yes or no below.) 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. 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 130.0. 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). General lighting shall be separately controlled from all other lighting systems in an area. Floor and wall display, window display, case display, ornamental, X and special effects lighting shall each be separately controlled on circuits that are 20 amps or less. When track lighting is used, general, display, ornamental, and special effects lighting shall each be separately controlled; in accordance with Section 130.1(a)4. 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). 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 X normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with Section 130.4.(a). The controls required to meet the Acceptance Requirements include automatic daylight controls, automatic shut -OFF controls, and demand responsive controls. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING — LIGHTING CONTROLS CEC-NRCC-LTI-02-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 2 of 3) Project Name: MULLOYS FINE JEWELRY FFate Prepared: 07/06/2015 A separate document must be filled out for Conditioned and Unconditioned Spaces. This page is used only for the following: I?I CONDITIONED SPACES ❑ UNCONDITIONED SPACES B. Mandatory and Prescriptive Indoor Lighting Control Schedule, PAF Calculation, and Field Inspection Checklist PAF Credit Calculation t N n K E 1 r n r) O rn t Standards Complying With = N D x a Lighting Control Schedule (✓ all that apply, or enter 'E' if Exempted) CL ° C- m ° A B C D E F G H I J K L M N O Type/ Description of Lighting Control (i.e.: occupancy sensor, # N N N N N Al N Location in Building automatic time switch, of 0 0 0 0 0 P Cin Ddimmer, automatic daylight, Units m Cr n ' 2 Q etc... ) SHOW ROOM NIGHT LIGHTING 1 E E E E E 180 ❑❑ EXTERIOR LIGHTIN AUTO TIME SWITCH 2 E E E 126 ❑ ❑ SHOW ROOM AUTO TIME SWITCH 7 V V E E E 2116 ❑ ❑ RESTROOM AUTO TIME SWITCH 1 E E E E E E 100 ❑ ❑ WORKSHOP AUTO TIME SWITCH 1 E E I E E 80 ❑ ❑ ❑ ❑ ❑ ❑ Control Credit PAGE TOTAL (Sum of Column M): IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credit for all pages HERE (Sum of all Column M): Enter Control Credit total into NRCC-LTI-01-E; Page 1. 1. §130.1(o) = Manual area controls; §130.0(b) = Multi Level; §130.1(c) = Auto Shut -Off; §130.1(d) = Mandatory Daylight; §130.1(e) = Demand Responsive, §140.6(d) _ Additional lighting controls installed to earn a PAF; §140.6(d) = Prescriptive Secondary Sidelit Daylight Controls. 2. Check Table 140.6-A for correct Factor. PAFs shall not be traded between conditioned and unconditioned spaces. As a condition to earn a PAF, an Installation Certificate is also required to be filled out signed, and submitted. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING — LIGHTING CONTROLS CERTIFICATE OF COMPLIANCE NRCC-LTI-02-E Indoor Lighting - Lighting Controls (Page 3 of 3) Project Name: MULLOYS FINE JEWELRY Date Prepared: 07/06/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ERIC WITT Documentation Author Signature: Company: AARDVARK ELECTRIC, INC. Signature Date: 07/06/201 5 Address. 209 STAGE COACH ROAD CEA Certification Identification (if applicable): City/State/Zip: OCEANSIDE, CA 92057 Phone: 760-310-9946 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I 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. _— -- ResponsibleDesignerName: ERIC WITT Responsible Designer Signature: — a-------- — �: Company: AARDVARK ELECTRIC, INC. Date signed: 07/06/2015---- Address: 209 STAGE COACH ROAD License: 931364 CO/State/Zip: OCEANSIDE, CA 92057 Phone: 760-310-9946 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 1 of 4) Project Name: MULLOY'S FINE JEWELRY Date Prepared 07/06/2015 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: Q 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) 2715.5 2. Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page) 3. Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 2715.5 ❑ Check here if building contains both conditioned and unconditioned areas. B. COMPLETE BUILDING METHOD LIGHTING POWER ALLOWANCE 1 2 3 4 TYPE OF BUILDING (From §140.6 Table 140.6-B) WATTS PER (ft') X COMPLETE BLDG. AREA _ ALLOWED WATTS 1.2 1597 1917 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 (D plus E) Watts Total from section C-2 798.5 Total from section C-3 Total Watts. Enter Total Watts into section A, row 2 (Above on this page) 2715.5 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE �nl SEC-NRCC-LTI-03-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 2 of 4) Project Name: MULLOY'S FINE JEWELRY Date Prepared: 07/06/2015 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑ CONDITIONED spaces ❑ UNCONDITIONED spaces C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE ❑ Do not include portable lighting for offices. Portable lighting for offices shall be documented only in section B of NRCC-LTI-01-E. ❑ Separately list lighting for each primary function area as defined in §100.1 of the Standards. A B C D AREA CATEGORY (From §140.6 Table 140.E-C) WATTS ALLOWED Location in Building I Primary Function Area per Table 140.6-C PER (ft') X AREA (ft2) = WATTS TOTALS Enter sum total Area Category allowed watts into section C-1 of NRCC-LTI-03-E (this compliance form) WATTS CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 201S STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE 'EC -NRCC-LTI-03-E (Revised 05115) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 3 of 4) Project Name: MULLOY'S FINE JEWELRY Date Prepared 07/06/2015 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: M CONDITIONED spaces ❑ UNCONDITIONED spaces C-2 AREA CATEGORY METHOD ADDITIONAL LIGHTING WATTAGE ALLOWANCE (from Table 140.6-C Footnotes) A B Cz D E F G ALLOWED Additional Wattage WATTS Primary Sq Ft or Watts Allowance Description(s) and Quantity of Special Total Design Smaller of Function linear ft' Allowed (B x C) LuminaireTypes in each Primary Function Area Watts s D or F DISPLAY LIGHT 1 15 77 0.3 479.1 11 TRACK LIGHTING 747.5 W OF LED LIGHTING 747.5 479.1 1 319.4 1 I CHANDELIERS AND PENDANT LIGHTING I 1 319.4 1 TOTALS —Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES —Section C-1 .11 798.5 1. Use linear feet only for additional allowance for white board or chalk board. All other additional Area Category allowances shall use watts per square foot. 2 . Additional watts are available only when allowed according to the footnotes on bottom of Table 146-C, which include: Specialized task work; Ornamental lighting; Precision commercial and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing Studio lighting.. 3. Luminaire classification and wattage shall be determined in accordance with §130.0(c) of the Standards. CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE '"01-11 CEC-NRCC-LTI-03-E Revised 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-03-E Certificate of Compliance - Indoor Lighting Power Allowance (Page 4 of 4) Project Name: MULLOY'S FINE JEWELRY Date Prepared: 07/06/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ERIC WITT Documentation Author Signature: Company: AARDVARK ELECTRIC, INC. Signature Date: 07/06/2015 Address: 209 STAGE COACH ROAD CEA Certification Identification (if applicable): City/State/Zip: OCEANSIDE, CA 92057 Phone: 760-310-9946 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I 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: ERIC WITT Responsible Designer Signature: Company: AARDVARK ELECTRIC, INC. Date Signed: 07/06/2015 Address: 209 STAGE COACH ROAD License: 931364 City/state/Zip: OCEANSIDE, CA 92057 Phone: 760-310-9946 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA LINE -VOLTAGE TRACK LIGHTING WORKSHEET CEC NRCC LTI-05-E (Revised 05/15) CALIFORNIA ENERGY COMMISSION 1� CERTIFICATE OF COMPLIANCE NRCC-LTI-05-E Indoor Lighting — Line -Voltage Track Lighting Worksheet (Page 1 of 2) Project Name: MULLOY'S FINE JEWELRY Date Prepared: 07/06/2015 I(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. IXSeparately enter each row of this worksheet into the Luminaire Schedule in section C of NRCC-LTI-01-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 LINEAR 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) B x C (W) TOTAL RATED WATTAGE OF ALL LUMINAIRES LARGER OF (D or E) 45 45 45 METHOD 3 — USE THE HIGHER OF: 12.5 WATTS / LINEAR FOOT OF TRACK — OR VA RATING OF INTEGRAL CURRENT LIMITER Only integral current limiters which are certified to the Energy Commission shall be recognized by the Standards. �1 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) B x C (W) VA Rating of Integral Current Limiter Larger of (D or E) RIGHT WALL 30 12.5 375 4 VA 480 FRONT 7 REAR WALL 20 12.5 250 3 VA 360 LEFT WALL 30 12.5 375 4 VA 480 ❑ METHOD 4 - DEDICATED TRACK LIGHTING SUPPLIMENTARY 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) CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 STATE OF CALIFORNIA LINE -VOLTAGE TRACK LIGHTING WORKSHEET CEC NRCC LTI 05 E (Revised 05/15) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-05-E Indoor Lighting — Line -Voltage Track Lighting Worksheet (Page 2 of 2) Pfoject Name: MULLOY'S FINE JEWELRY °ate Prepared: 07/06/2015 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: ERIC W ITT Documentation Author Signature: Company: AARDVARK ELECTRIC, INC. Signature Date. 07/06/2015 Address. 209 STAGE COACH ROAD CEA Certification Identification (if applicable): City/State/Zip. OCEANSIDE, CA 92057 Phone: 760-310-9946 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I 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 own pancy. Responsible Designer Name: ERIC WITT Responsible Designer Signature: Company: AARDVARK ELECTRIC, INC. Date Signed: 07/06/2015 Address. 209 STAGE COACH ROAD License. 931364 City/State/Zip: OCEANSIDE, CA 92057 Phone. 760-310-9946 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance May 2015 4w F I T METER ME TEk MrICK, MI. I LP 6 ME VIC E Q ME E MI L k owlli.R (I ( r xis 1) EXIST; IS ' X! S T' "UIS T <,4> 1 w 041 .,-, CIA p r .1V X E. FuSF. E X usc. Ex. FuSE EX. Fiusl 1. Y �-lf USE S OCATHE 9 ?00A 6 1. UE (Z-flST) 'I XIF I) rl'XIS, (F 11, W11) (NEW) �Nl id, NFVi luiTE 163 SUITI it"il "I'VE 169 ONE LINE DIAGRAM N' DIAGRAM NOTES .. ...... .. . ........ VIRLi AWL SIZED BASE'D ON COFFER '--NDLCTOPS W17H THHN-1. HWN < PROVIDE ALL DEJICES W11,i MINIMUM42KA'1 SERIF'S WINE FROVIN Nf-',i ;BIS :4 fX*S!INI.) NVANN-'17 AS SHOWN RLTAiN EvV.'PvL u3i,'S THLY ARC 2'10A i'PUV I U; 141 W 111", F R 7N X 7 IN Mf",rP, °':JCK[- PER SDG&F REUUTLM':_N'� J PEIL S-> Pid,'Di NE'd Rl. . . J SE. D 40D 'I F. 4,?--,KT PAN[; Aid!TF PIW-^ MCB A','TKA S010 PLUMBING, Development Services ELECTRICAL, Building Division rr MECHANICAL 1635 Faraday Avenue \/ C ITY © F 760-602-2719 BAD wORKSHEET www.carlsbadca.gov CARLS B_18 Building(@carlsbadca.gov (T25 Cn�l� IQo�r�Czla'�- s�� Project Address: C 4tSL d l� �Z-�9 Permit No.: I I Information provided below refers to worit being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit can be issued. Building Dept. Fax: (760) 602-8558 Number of new or relocated fixtures, traps, or floor drains ....................................................... New building sewer line?......................................................................................... Yes No Numberof new roof drains?............................................................................................................... Install/alter water line?................................................................................. ......................................... Numberof new water heaters?......................................................................................................... Number of new, relocated or replaced gas outlets?.................................................................... Numberof new hose bibs?.................................................................................................................. Residential Permits: `� V� New/expanded service: Number of new amps: •7� Minor Remodel only. Yes No Commercial/Industrial: Tenant Improvement: Number of existing amps involved in this project: Number of new amps involved in this project: New Construction: Amps per Panel: Single Phase............................................................... Number of new amperes Three Phase................................................................. Number of new amperes Three Phase 480........................................................ Number of new amperes 0 "LC)U 2DO Number of new furnaces, A/C, or heat pumps?............................................................................ 1 New or relocated duct woriz?.......................................................................... Yes i✓ No Numberof new fireplaces?................................................................................................................. Numberof new exhaust fans?............................................................................................................ Relocate/install vent?............................................................................................................................ Number of new exhaust hoods?........................................................................................................ fl Numberof new boilers or compressors?........................................................... Number of HP B_1 8 Page 1 of 1 Rev. 03/09 INDUSTRIAL WASTEWATER DISCHARGE PERMIT r� SCREENING SURVEY Date l I l S Ian � � � j,�,,t Ar4u Business N me 1 ��-+'��'Y Street AddresE Email Address J �,,/� PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) 1 1/i Check all below that are present at your facility: t_1 ENCIN,\ WASTVATT.f; AUTW)RIIY 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 Pharmaceutical 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 Codes) (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): Nror-4— Date operation began/Or will begin at this location: �a l,s 115 Have you ap UI d for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes If yes, when: Site Cotac \��`�� Title '0W�^ Signatif Phone No. !�8�03-3 13Z" ENCINTEWATER AILITFNDRITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 otaeisry�e OFFICE USE ONLY `o RECORD ID # x"'`` SAN DIEGO REGIONAL HHMBP # Wsr o BP DATE MOC C�\. HAZARDOUS MATERIALS QUESTIONNAIRE Bu finest :N�atn�e f ��J ��` - , �NP✓VT� Jam, BusinesCor�'ct ��� �� Telephone #�6y� , 60_ 31 P� _ L-Z-AddressC lam. Y�O—ity` Jew - tat Zip CokzclA A -LS S' 0 1 Z " Mailing _ArJdr�si�'11�i n _,� C �r`JQ City Gl�ts Sate Zn;p^q�g� _tTfellee-p/hoone Plan File# ProjjeectCt Contact �`i� y� # The following questionseFepresent the facility's activities, Nv t the specific project description. PART 1• FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for droiects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 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 Itions is yes, applicant must contact the County of San Diego Hazardous (858) 505-6700 prior to the issuance of a building permit. If the answer to any of the Diego, CA 92123. FEES ARE REQUIRED. Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 1. El�js your business listed on the reverse side of this form? (check all that apply). 2. El[/Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. ❑ [Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 _/pounds and/or 200 cubic feet? 4. ❑ L��_l,//Will your business store or handle carcinogens/reproductive toxins in any quantity? business install tank? 5. ❑ L�W ill your use an existing or an underground storage 6. ❑ LY' ill your business store or handle Regulated Substances (CalARP)? 7. ❑ LV _.*Vill your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8. ❑ [r Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). ❑ CaIARP Exempt Date Initials ❑ CalARP Required Date Initials ❑ CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): If the answer to Question #1 below is no or the answer to any of the Questions #2-5 is yes, applicant must contact the APCD at 10124 Old Grove Road, San Diego, CA 92131-1649 or telephone (858) 586-2600 prior to the issuance of a building or demolition permit. If the answer to questions #4 or #5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation. (Some residential projects may be exempt from the notification requirements. Contact the APCD for more information.) YES NO 1 SK ❑ /F-las a survey been performed to determine the presence of Asbestos Containing Materials? 2. ❑ 5 ' Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/i)ermits.i)df, and the list of typical equipment requiring an APCD permit on the reverse side ,,e1f this from. Contact APCD if you have any questions). 3. ❑ Nr (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)? .,,�earch the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district). 4. ❑ & YVill there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non -friable asbestos? 5. ❑/Will there be demolition involving the removal of a load supporting structural member? Briefly describe business avities: Briefly describe proposedproject: 6-ewe.A rLi Staff_L - N'EW 5oR.E I declar er p`gnalty gfperty\hit th best of my knowledge and belie e e po ses de h r in are true and correct. / e`-� / �5- Name of Owner or Authorized Agent SigYature of Owner or AuthqnzWKgent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD' APCD COUNTY-HMD APCD COUNTY-HMD APCD 0 *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (03/14) County of San Diego - DEH - Hazardous Materials Division CB152246 1925 CALLE BARCELONA 164 IM21 Inspection required by: ❑Plan ❑ CM61 C $W ❑ISSUED Approved BUILDING PLANNING -1 IZQ/ 16 Pb-n to ENGINEERING - ^ FIRE Expedite? Y l,U lA e% ~ DIGITAL FILES Required? Y N /�y^ h HAPCD azMat r- r C 40 1�.�� l� O R Health Forms/Fees Sent / Ar IC� Encina Fire HazHealthAPCD PEM School C�-�s a Chi O�> Sewer Stormwater Special Inspection � v// CFD: Y N UIV J . �j.J LandUse: Density: ImpArea: PFF: Y N Comments Date Da Building Is Planning Engineering Fire City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-22-2015 Plan Check Revision Permit No:PCR15073 Building Inspection Request Line (760) 602-2725 Job Address: 1925 CALLE BARCELONA CBAD St: 164 Permit Type: PCR Status: ISSUED Parcel No: 2550120400 Lot #: 0 Applied: 08/26/2015 Valuation: $0.00 Construction Type: 5B Entered By: SLE Reference #: CB152246 Plan Approved: 09/22/2015 PC #: Issued: 09/22/2015 Project Title: MULLOYS: REPLACE STRUCTURAL Inspect Area: CLOUD CELING W/ NON-STRUCTURAL CLOUD CEILING Applicant: Owner: PHIL MULLOY T-C FORUM AT CARLSBAD L L C C/O TIAA-CREF 4675 MACARTHUR CT #1100 NEWPORT BEACH CA 92660 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees $86.00 $0.00 $0.00 Total Fees: $86.00 Total Payments To Date: $86.00 Balance Due: $0.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Rease take NOTICE that approval of your protect includes the "Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "frameexactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required inforrraticn with the City Manager for processing in acoordarce with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been ciiven a NOTICE sirrilar to this or as to which the statute of limitations has eviousl otherwise exoired. 0` City of Carlsbad PLAN CHECK REVISION APPLICATION B-15 Development Services Plan Check Revision No. PcD, i cD- 0-7 3 Original Plan Check No. Project Address �� L S CAL�C MP— 1113- Date Contact �b Ph�r,O �JFax -�H l � ►"►nv`�� olt� l Email i�t�.�` O esJe ��LV vl Ca1/'�A Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Contact Addres - Ci Zip General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. . Elements revised: I v1 lans vi`;J Calculations [—]Soils ❑ Energy [:]Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. List revised sheets that replace existinq sheets �, ✓�� ` S n� '� rG,,� OaAd ee cC I k A 2 , o Z. C 52. VrAkt V L ORt nC�J ��'A-A�'Gi-t t C<,.tV J �7 5. Does this revision, in any way, alter the exterior of the project? 6. Does this revision add ANY new floor area(s)? ❑ Yes 7. Does this revision affect any fire related issues? ❑ Yes S. Is this a comAete set? Yes [! No me: ❑ Yes No ❑ "No dNo 1635 Faraday CA 92008 Ph: 760-602- 2719 FFax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.aov EsGil Corporation In (Partnership with Government for Building Safety DATE: 09/10/2015 JURISDICTION: Carlsbad PLAN CHECK NO.: CB15-2246(PCR15-073).revl SET: II PROJECT ADDRESS: 1925 Calle Barcelona Suite 164 PROJECT NAME: Mulloys Fine Jewelry TI 6PPLICANT JURIS.IS. ❑ PLAN REVIEWER ❑ FILE ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ 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. ❑ 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. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil Corporation staff did not advise the applicant that the plan check has been completed. ❑ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: ) Mail Telephone Fax In Person ❑ REMARKS: By: John LeVey (by KC) EsGil Corporation ❑GA ❑EJ ❑MB ❑PC 9/4/15 Telephone #: Email: Enclosures: Previously -approved plans 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 EsGil Corporation In Partnership with Government for Building Safety DATE: 09/02/2015 PPLICANT JU URIS. JURISDICTION: Carlsbad ❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: CB15-2246(PCR15-073).revl SET: I PROJECT ADDRESS: 1925 Calle Barcelona Suite 164 PROJECT NAME: Mulloys Fine Jewelry TI ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ❑ 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. ❑ 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. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil Corporation staff did not advise the applicant that the plan check has been completed. ® EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Phil Mulloy Date co;e/lephone t ed:'T[?i (by� ail Fax In Person ❑ REMARKS: By: John Le Vey EsGil Corporation ❑GA ❑EJ ❑MB ❑PC Telephone #: 760-803-3132 Email: phil@mulloysjewelry.com Enclosures: 08/28/2015 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CB15-2246(PCR15-073).rev1 09/02/2015 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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. Provide the ICC listing of the soffit / ceiling or provide an engineer design with calculations to show the new ceiling framing is sufficient To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: ❑ Yes ❑ No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact John Le Vey at Esgil Corporation. Thank you. Carlsbad CB15-2246(PCR15-073).rev1 09/02/2015 ADO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: CB15- 2246(PCR15-073).rev 1 PREPARED BY: John Le Vey DATE: 09/02/2015 BUILDING ADDRESS: 1925 Calle Barcelona Suite 164 BUILDING OCCUPANCY: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBy Ordinance I Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: ❑ Complete Review ❑ Structural Only ❑ Repetitive Fee El Other Repeats Hourl 1 Hr. @ EsGil Fee $86.00 * Based on hourly rate Comments: Sheet of macvalue.doc + I.iGL r•.S 1L L L" ETFUCTLJRw%.L. ENDINCEPI",-JG STRUCTURAL PLAN REVISION FOR Mulloys Jewelry TI 2015 RECEIVED AUG 2 6 2015 CITY OF CARLSBAD BUILDING DIVISION PLAN REVISION DESCRIPTION 1925 Calle Barcelona Carlsbad, CA 92009 (D51 JOB NO. 15-160.01) AUGUST 24, 2015 l � The owner and contractor has decided to use No 12 hanger and splay wires to support the clouds to the existing roof structure and remove the ceiling joists at the workshop and bathroom in order to suspend the rear ceiling directly to the existing roof structure. The following summarizes the changes to the plans for resubmittal: S1: omit det 1, update det 4: (C) omit 8" joists, replace with U-channel main runner, and add (E) for hat channel furring S2 omit details 1,3,8,9,15 & 16. Revise details 2,5,6,7,10,11,12 & 14 S3: omit ceiling joists at rear, omit wood bms and tie rods to roof, revise ceiling member and detail callouts, add dimensions to locate main runner channels. Feel free to contact me directly at 760-966-6359 if you have any further questions.