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12-1184 (AC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 12-00001184 Property Address: 78073 CALLE BARCELONA APN: 770 -182 -002 -9999 -000000 - Application description: ADDITION - COMMERCIAL Property Zoning: VILLAGE COMMERCIAL Application valuation: 19891 T44t 4 4V Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 41 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: DESPRAS MICHEL' Contractor: Applicant: Architect or Engineer: Owner V A u.wAIDU Sv*A'Tt LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: License No.: Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). ( 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ ) I am exempt under Sec. , B.&P.C. for this reason Date: 1 / t i I —I —Owner.—"'"'—� CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Date: 3/27/13 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation ,1 insurance carrier and policy number are: / Carrier Policy Number 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, and agree that, if I should become subject to the workers' compensation provisions of Section �0 of the Labor Code, I shall forthwith comply with those provisions. Date: � 3 Applicant WARNING: FAILURE TO SECURE WORKERS' COMPENSA IT ON COVERA E'IS'IJN6 UL 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnity and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this co/ynty oQenter upon the above-mentioned property for inspection purposes. Date: 1 / i Signature (Applicant or AgenN• Application Number . . . . . 12-00001184 ------ Structure Information 896SF STORAGE ROOM/S2-OCC/3-OL/CL-A/ENG ----- Construction Type . . . . . TYPE V; UNPROTECTED Occupancy Type . . LOW HAZARD STORAGE Other struct info . . . . . CODE EDITION 2010 FIRE SPRINKLERS NO MIXED-USE OCCUPANCY NO ,OCCUPANT LOAD 3.00 TOT ELIGIBLE NO 1ST FLOOR SQUARE FOOTAGE ---------------------------------------------------------------------------- 896.00 Permit . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 207.00 Plan Check Fee 134.55 Issue Date Valuation 19891 Expiration Date 9/23/13 Qty Unit Chargd" Per Extension BASE FEE 45.00 18.00 9.0000 THOU BLDG 2,001-25,000 -------------------------- 7 ------------------------------------------------- 162.00- Permit . . . ELECT - ADD/ALT/REM Additional desc . Permit Fee 32.92 Plan Check Fee 8.23 Issue Date . . . . Valuation . . 0 Expiration Date . . 9/23/13 Qty Unit Charge Per Extension BASE FEE 15.00 896.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 17.92 ---------------- ----------------------------------------------------------- Special Notes and Comments 896SF STORAGE ROOM ADDITION AT EXISTING STORAGE STRUCTURE/S-2/13-OL/CLASS A-FR/NON-SPRINKLED [ENGINEERED] THIS PERMIT DOES NOT INCLUDE MECHANICAL OR PLUMBING INSTALLATIONS. 2010 CALIFORNIA BUILDING CODES. March 27, 2013 2:59:25 PM AORTEGA ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ACCESSIBILITY PLAN REVIEW 13.46 BLDG STDS ADMIN (SB1473) 1.00 ENERGY REVIEW FEE 13.46 STRONG MOTION (SMI) - COM 4.18 Fee summary Charged Paid Credited Due LQPERMIT Application Number . . . .. . 12-00001184 --------------------------- Permit Fee Total 239.92 ----------•---=------ .00 ---------- .00 239.92 Plan Check Total 142.78 .00 .00 142.78 Other Fee Total 32.10 .00 .00 32.10 Grand Total 414.80 .00 .00 414.80 LQPERMIT Bin. # f • G 3`� Cr ty OLa Qurnta Building a Safety Division Permtt # P.O. Box 1504,'78-495 Calfe Tampico . - `� v La.Quinta, CA 92253: {7y0);7 1-701 1 „ Building.permit Applicatl6hand Tracking Sheet Address '� - } �•I y ` e .<r' J l Project. 3 J Own�r's Name:. 1 A P. Number. 1-7q q — 2-r. 6 ;k__3 Address: , = Legal Desenpdon: •Ci TClub Zi yContractor: Telephone; Address: Project Description: City, ST, Zip: j Telephone: rs !�`R i State Lia # : City Lic. #: p j L Arch., F.ngr., Designer J j Address: ►1K.I11 J QL City, ST, Zip: Telephone: b.. �,� 1�. Construction Type: Occupancy: State Lic. Project type (circle one): New dd'n Alter Repair Demo Name of Contact Person:�+ Sq. Ft.-. �Q # Stories: # Units; Telephone # of Contact Person:, .(O 0 ?)—I -I 1 8 Estimated Value of Proj v V APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets 2 Plan Check submitted 5 Item Amount Structural Cales. Reviewed, ready for corrections Plan Check Deposit_ Truss CAM Called Contact Person Plan Check Balance, Tide 24 Calcs. Pians picked up ��. Contraction -- _ — — Floodplain plau_ _ —•— -Plans-resubmitted.. — �- = — -Mechanical — -- — — y - Grading plan 2`t Review, ready f orrectio Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up Z SRN S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '^` Review; ready ue Developer Impact Fee lee Planning Approval Contact Person A.LP.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees 10/5 ,Girc�rr,`a:L . .Qt�2� • .. oar, 77 4114 wo le se f file gid- DN — rL mac- _ i -Z3 -13 J 3 p10 _ - ! -.a3 - _-.......1t`i3�161 TNT R'�- 1 /7/--� A/wmr�`�+Co l�/'l!'!1�S/•! . `/„7r�Jfi�` '00 �%� ret/iB4%,o Be k� ,�. j �..1.✓ n 1. .a •.c'�...�J...f.�A/t� �O if Z/` j .� � l � X13 - 5.�,.�-�,�; �a�n � e . , •, Jin 1100 — Su Titrrc„c. izf �.? COJM Few- ewN eW-. i�u��o6!'1. Rs •µ+? J N" 3� zovi t I q � AA R ��13C�t��rt�P�a CITY OF LA QUINTA'SUB-CONTRACTOR LIST JOB ADDRESS - PERMIT NUMBER OWNER BUILDER This form shall be posted on the ob with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of building permit. For each applicable trade, all information requested below must be completed by applicant. "On File" is not an acceptable response. Trade / Classification Contractor :...::..:.::: State..Contractor.s License.; ';::::.:::.::;>. W.orkei .Com erlsation;Irisurance:": <::::... C y Business License: Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (C-121.:.; -� VL\� FRVI `w✓'i l 7i �E��d� 2 '�) / �i -.7 — D6-7 CONCRETE IC -8)'::.' O(P V c,)'q FRAMING :IC -51 :`..;' / �c��l Ll°✓l�— n9 C.� STRUCT.::STEEL 16-51) MASONRY (C-29) PLUMBING (C-36) A LATHTK ; f. PLASTER (C35) 51-3 3 � � vlL . I ;5/771):3 DRYWALL (C-9) .:. ,: r HVAC. IC -201::.:: ECTRICALC-101,.: i P.� 22+�O l LID141142!'525 � / lfioLoeI ROQFIN.: :1 Ok 2_ 5 - 5 S 3SHEET METAL (0.'4 FLOOiRING (0:15); > .,..`.. . GLAZING IC -17):. INSULATION.`(C-2) • SEWAGE DISP; (6-42) . PAINTING (C-33)'.: CERAMIC TILE (C-54) CABINETS (C-6) FENCING (0-13) LANDSCAPING (C=27) . POOL (C-53) P.O. BOX 1504 BUILDING & SAFETY DEPARTMENT 777-7012 -49LAUINTAL,LCALIFORNIA922�5'3� � � � � � '�-�' FAX () 760 777-701 I Q ( ) OCT-9*2 Gi1•Y OF LA QUINTA To: Burt Hanada, Plans Examiner, Inspection SupVViso 7^',JTo CDD: /0 - From: Les Johnson, Planning Director Due Date: %a Je 2 .1. Status: A 'k Ct Building Plans Approval The Community Development Department has reviewed the Building Plans for the following project: Description:�Q- ¢G4�tdl�t Address or general location: C!! Applicant Contact: S'0�" pd&A'Ga.�'y 7&d- 333- 111 The Community Development Department finds that: ❑ ...these Building Plans do not require Community Development Department approval. ...these Building Plans are approved by the Community Development Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. Les Johnson, Planbjfig Director 17 (L Date 9RNEM, DE IN COOPERATION H THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION John R. Hawkins - Fire Chief 210 West San Jacinto Avenue — Perris, CA 92570 (951) 940-6900 — www.rvcfire.org PROUDLY SERVING THE UNINCORPORATED AREAS October 1, 2012 OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING RE: TENANT IMPROVEMENT PLAN CHECK -Non Structural LAQ- I 2 -BP -051 Lavender Bistro Storage Shed 78-073 Calle Barcelona La Quinta, CA BEAUMONT CALI M ESA CANYON LAKE You have been issued a release for a tenant improvement on an existing building. THIS IS NOT COACHELLA AN OCCUPANCY PERMIT. DESERT HOT SPRINGS An automatic fire sprinkler system is not required. EASTVALE INDIAN WELLS It is prohibited to use/process or store any materials in this occupancy that would classify it as an INDIO "H" occupancy per Sec. 307 of the 2010 CBC. JURUPA VALLEY All breakers must be labeled and a clearance of 36 inches must be maintained around the panel LAKE ELSINORE at all times. LA QUINTA Applicant/installer shall be responsible to contact the Fire Department to schedule a fmal MENIFEE inspection. A re -inspection fee will be required if more than one (1) inspection is necessary. Requests for inspections are to be made at least 72 hours in advance and may be arranged by MORENO VALLEY calling (760) 863-8886. PALM DESERT PERRIS All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863-8886. RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO Sincerely, TEMECULA WILDOMAR By J * Stubble Fire afety Specialist BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 I ' BUILDING ENERGY ANALYSIS REPORT I PROJECT: Lavender Bistro Storage 78-073 Barcelona La Quinta, CA Project Designer: Report Prepared by: Joan D. Hacker Insu-form, Inc. 77810 Las Montanas Road, Suite 201 Palm Desert, Ca 92211 760-345-1352 I CITY OF LA QUINTA Job Number: BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION Date: DATE 11-3-1 U111 13Y-&- 12/28/2012 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized bbyj the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnerovPro 5.1 by EnerovSoft User Number: 2655 RunCode: 2012-12-28T14:31:55 ID: I TABLE OF CONTENTS I Cover Page Table of Contents Form LTG -1-C Certificate of Compliance Form LTG -3-C Indoor Lighting Power Allowance Form LTG -MM Lighting Mandatory Measures EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 2655 1 2 3 7 8 CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG -1 C Project Name Date Lavender Bistro Storage 12/2812012 Project Address Climate Zone Total Cond. Floor Area Unconditioned Floor Area 78-073 Barcelona La Quinta 15 896 0 GENERAL INFORMATION Building Type: m Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel Guest Room ❑ School ❑ Relocatable Public m Conditioned Spaces ❑ Unconditioned Spaces School Phase of Construction: ❑ New Construction ❑ Addition m Alteration Method of Compliance: ❑ Complete Building m Area Category ❑ Tailored Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Sign ure Name Joan D. Hacker A f) VA BA 11 h Company Da l Insu-form, Inc. 12/28/1012 Address CEA # 77810 Las Montanas Road, Suite 201 CEPE # City/State/Zip Phone Palm Desert, Ca 92211 760-345-1352 The Principal Lighting Designer's Declaration Statement • 1 am eligible under Division 3 of the California Business and Professional Code to accept responsibility for the lighting design. • This Certificate of Compliance identifies the lighting features and performance specifications required for compliance with Title 24, Pages 1 and 6 of the California Code of Regulations. • The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name Si a re Michael Swartz Company`" hone or 760 495-9299 Address License # 81730 Highway 111 Ste. 4 C11682 City/State/Zip Date Indio, CA 92201 1/7/2013 Lighting Mandatory Measures Indicate location on building plans of Mandatory Measures Note Block: LIGHTING COMPLIANCE FORMS & WORKSHEETS check box if worksheets is included For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms; please refer to the Nonresidential Manual published by the California Energy Commission. ©' LTG -1 C Pages 1 through 4 Certificate of Compliance. All Pages required on plans for all submittals. © LTG -2C Lighting Controls Credit Worksheet LTG -3C Indoor Lighting Power Allowance Q LTG -4C Pages 1 through 4 Tailored Method Worksheet ❑ LTG -5C Pages 1 and 2 Line Voltage Track Lighting Worksheet Ener Pro 5.1 by Ener Soft User Number- 2655 RunCode: 2012-12-28714:31:55 ID: Pa e 3 of 8 CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG -1 C Project Name Lavender Bistro Storage Date 12/28/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Installation Certificate, LTG -1- INST Retain a copy and verity form is completed and signed.) Field Inspector ❑ Certificate of Acceptance, LTG -2A and LTG -3A (Retain a copy and verify form is completed and signed.) 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: ® CONDITIONED SPACE O UNCONDITIONED SPACE ® The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with §146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the ® calculation of actual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts Installed Watts A B C D E F G H None or Item Ta Complete Luminaire Description' (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballasts N a = £ m �' J How wattage Was determined y O N E E � � Z J CL X c 3 Field Ins ector2 m CEC ro3 Default 0 � From o NA8 ¢ ~ S N a ti (2) 4 ft Fluorescent T8 Energy Savings Elec 54.0 0 ❑ 6 324 O ❑ ❑ ❑ ❑ ❑ O O ❑ ❑ O ❑ ❑ ❑ O O O O. O O 0-1 ❑ . ❑ O ❑"' ❑ ❑ ❑ o` ❑ ❑ O ...❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O O O ❑ ❑ ❑ ❑ ❑ O ❑ ❑ o O ❑ O ❑ ❑ ❑ ❑ ❑ ❑ O O ❑ O O ❑ ❑ El - Installed Watts Page Total: Installed 324 Building total number of pages: Installed Watts Building Total Sum of all pages) 324 Enter into LTG -1C Page 4 of 4 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. Ener Pro 5.1 by Ener Soft User Number: 2655 RunCode: 2 01 2-12-2 8 714:31:55 ID: Page 4 of 8 CERTIFICATE OF COMPLIANCE (Part 3 of 4) LTG -1 C Project Name Lavender Bistro Storage Date 12/28/2012 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ftZ, automatic daylighting controls for daylit areas > 2,500 ftZ, d) shut-off controls, e) display lighting controls, f) tailored lighting controls — general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ftZ, in accordance with Section 131. MANDATORY LIGHTING CONTROLS — FIELD INSPECTION ENERGY CHECKLIST Field Ins ector Number Special Type/ Description of Units Location in Building Features Pass Fail ❑ ❑ ❑� ❑ ❑ ❑ ❑ ❑ o, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .❑ ❑ ❑ ,. ❑ ❑ ❑.1 o ❑ ❑ ❑ ❑ ❑ ❑ ❑ '❑ a ❑ 0 ❑ ❑ o o. ❑ -❑. ❑ SPECIAL FEATURES INSPECTION CHECKLIST See Page 2 of 4 of LTG -1C The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Field Inspector's Notes or Discrepancies: Ener Pro 5.1 by Ener Soft User Number: 2655 RunCode: 2012-12-28T14:31:55 ID: Page 5 of 8 CERTIFICATE OF COMPLIANCE Part 4 of 4 LTG -1C Project Name Date Lavender Bistro Storage 12/28/2012 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned S aces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 324 Installed Lighting 0 from Conditioned LTG -1C, Page 2 from Unconditioned LTG -1 C, Page 2 Lighting Control Credit 0 Lighting Control Credit _ 0 Conditioned Spaces from LTG -2C Unconditioned Spaces from LTG -2C Adjusted Installed = 324 Adjusted Installed = 0 Lighting Power Lighting Power Complies if Installed < Allowed Complies if Installed < Allowed Allowed Lighting Power Allowed Lighting Power Conditioned Spaces from LTG -3C or PERF -1 538 Unconditioned Spaces from LTG -3C)0 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for the Lighting system, LTG -2A and LTG -3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The LTG -2A and LTG -3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the LTG -2A and LTG -3A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. LTG -2A and Luminaires Controlled LTG -3A Controls and Sensors and Number of Automatic Luminaires Daylighting Controls E ui ment Requiring Testing Description controlled Location Acceptance 11 ❑ El 11 13 Ener Pro 5.1 by Ener Soft User Number: 2655 Run Code: 2012-12-28T14:31:55 ID: Pa e 6 of 8 INDOOR LIGHTING POWER ALLOWANCE LTG-3C Project Name Lavender Bistro Storage Date 12/28/2012 ALLOWED LIGHTING POWER (Chose One Method) A Separate LTG-3C must be filled out for Conditioned and Unconditioned Spaces. Indoor Lighting Power Allowances listed on this page are only for: m CONDITIONED SPACES O UNCONDITIONED SPACES COMPLETE BUILDING METHOD WATTS BUILDING CATEGORY From §146 Table 146-E PER(ft) X COMPLETE BLDG. AREA = ALLOWED WATTS TOTALS AREA WATTS AREA CATEGORY METHOD WATTS BUILDING CATEGORY From §146 Table 146-F PER(ft) X Area ft2 = ALLOWED WATTS Commercial, Industrial Storage 0.60 896 538 TOTALS 896 538 AREA WATTS TAILORED METHOD Total Allowed Watts using the Tailored Method taken from LTG-4C Pae 1 of 4 Row 3 0 The indoor lighting power allowance using the Tailored Method of compliance shall be determined using the LTG-4C set of forms. A separate set of LTG- 4C forms shall be filled out for CONDITIONED and UNCONDITIONED spaces EnerqyRT5.1 by Ener Soft User Number: 2655 RunCode: 2012-12-28T14:31:55 ID: Pae 7 of 8 LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG -MM Project Name Date Lavender Bistro Storage 12/28/2012 Indoor Lighting Measures: §131(d): Shut-off Controls For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. 1. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. 2 Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. §119(h): Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the. manufacturer. §111: Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. §131(a): Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts §131(b): per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for §131(c): the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. §131(c): Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less.6. Outdoor Lighting Measures: §130(c)1: Mandatory lighting power determination for medium base sockets without permanently installed ballasts §132(a): All permanently installed luminaires with lamps rated over 100 Watts either have a lamp efficacy of at least 60 lumens per Watt or are controlled by a motion sensor. §132(b): All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements. §132(c)1: All permanently installed outdoor lighting meets the control requirements listed. §132(c): Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements listed. EnerqyPro 5.1 by Ener Soft User Number: 2655 RunCode: 2012-12-28T14:31:55 ID: Page 8 of 8 STRUCTURAL CALCULATIONS . SEISMIC (CONTINUED) -__,...�..._,�. 'r D.L....,.-........_, ..�._._. �.�� 3.__..__. .............._._............._;_._........_.....:...__.......................... ....... _..... ... .... _................. _......... ........ _ _ .. .............__. `ROOF 19 psi _ ..... f EXT. WALLS 15 psi `SEISMIC V,= 0.15 WALL T= 15 ft����� __._,.._..D... 8X32 _..... _......_._ ._...:._.'....._.__....'.--_..............._......._................._..................... __..........._ ..._.__....._.._............_........._._.......................--- TRANSVERSEL _ LONGITUdIN E W9RSTI 28 SFT- _ _ WORST 32 FT _ ROOF = 53_2 .ROOF 608 i 2= Walls =225 2 Walls = X225 _- ............ .........-....._f ...... -....... ......... _..................... ._......... ... ...._........ ... _._ ................_.. ..... .................... :.... ___..........._.... . _757: _ 833 ` 0.15 1 .. i 114 # ftt(MA)q j 1 1254 MA f � ISEISMIC =148PLF <198= WIND __. 1_.... .............. }...... _.__... _...... ,... ........... ... ._............... _.......-_.....__ .. .... _ ._....__ _ .___._.__.._... .._ ._.._ .. __... _.. .... '�' z t 198 - 90.1 429 '. L 32 5 _..§....._....._.._._-_._.......... .._ ' ; T=C - WL^2� / 8b_ _ B 28 E NAIL = TABLE 23 -III -C-2 _. _____._._._..... i TOTAL NAIL = LOAD /NAIL= 4.83 _ !PROVIDE (8 PAIR)16 d COMMON 3 ! E.A 4'-0" SPACE A TOP CHORDS 3 STRUCTURAL CALCULATIONS SHEAR WALL REQUIREMENTS 13_ ROOF D.L. = 19 FT WALLS D.L. = 15 WALL HT,1 = 9 UPLIFT FORMULA: APPENDIX D (Vh-(2/3 (wb L^2/2)-(WwU2)))/ L STRENGTH REDUCTION FACT 'SHEAR= 0.65 0.65" 850.1.33.12 /shear force FIRST FLOOR WALL LAT.FORCE IRB. AREA TOTAL FORCE TOTAL RESST,WAL_L SHEARFORCE LOAO(V) UPLIFT.FORCE SHEAR WALL A35 5/8'BOLT STRUC No. PLF FL LB WALL (R) (FT)(L) (# / ft WALL- SEG # TYPE EA. BLOCK SPACYJG (in) NOTES A 198 14 2772 32 32 87 2772 -2117 1 1 48 1 8 198 16 3168 28 28 113 3168 -1878 1 1 48 1 C 198 14 2772 26 14 107 1493 -333 1 1 48 1 C 198 14 2772 26 11 107 1173 -66 1 1 48 1 D 198 16 3168 22 8 144 1152 436 1 1 48 1 D 198 16 3168 22 14 144 2016 -175 1 1 48 1 FT + WALL FIT,1 = 9J ..... ...t... .._ ... _ .. .. ... I UPLIFT FORMULA: (Vh-(2/3 (wb L^2/2)+(WwU2))U L f _ S TOTAL RESIST,WALL SHEAR FORCE LOAD(V) WALL Vh Wb 213(WbL^2/2) wwU2 UPLIFT. FORCE WALL (Ft) ( FT) (L) (# / ft) WALL- SEG No. # 32 32 87 2772 A24948 266.... 91249 2160 -2117 i.... ...... .... _ . 28 28 113 3168 B 28512 304 79843 1890 -1878 26 14 107 1493 C 13434 266 17466 + 945 a -333 26 11 107 ! 1173 C 10555 _ 266 _ 10782 743 -66 22 8 144 11524 DT10368 304 6518+ 540 436 _ _ _ - 22 14 144 2016 D 18144 304 19961 945 -175 STRUCTURAL CALCULATIONS SHEAR WALL CONSTRUCTION F14 D1/2" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD NAILS (1 1/2" x 0.12" DIAMETER w/ 318" HEADS) OR 5d COOLER NAILS AT 7" OIC MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 518" DIAMETER x 10" LONG ANCHOR BOLTS (w/ 3" x 3" x 0.229" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6'-02'0/C MAX 16" O.C. FRAMING (ALLOWABLE LOAD: 75 plf — PER CBC 2010 TABLE 2306.7) D 718" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD, SILL AND PLATE @ 6" O/C MAX. w/ No. 11 x 1Y=" GALVANIZED NAILS WITH 7/16' DIAMETER HEADS OR ATTACHED w/ No. 16 GAUGE STAPLES HAVING 7/8" LONG LEGS. ANCHOR w/ 5/8" DIAMETER x 10" LONG ANCHOR BOLTS 7" EMBED MIN (w/ 3" x 3" x 0.229' THICK PLATE WASHERS —SDC D ,BETWEEN NUT AND WOOD SILL) @ 48': OIC MAX 16" O.C. FRAMING (ALLOWABLE LOAD: 180 plf —PER 2010 CBC TABLE 2306.7 ) THE NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING IDENTICAL STRUCTURAL I WOOD PANEL DIAPHRAGM: (WALL1 , 2 & 3 ONLY) 318" C -D EXPOSURE I APA PLYWOOD OR 3/8" ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 1 D8d COMMON NAILS @ 6" O/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O/C AT ALL FIELDS. ANCHOR WITH 518" DIAMETER BY 12" LONG ANCHOR BOLTS AT 48" O/C. (ALLOWABLE LOAD: 280 plf — PER 2010 CBC TABLE 2306.3) CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3, 4 AND 6 APPLY ONLY WHEN DIAPHRAGM AT BOTH SIDES OF) 2 D8d COMMON NAILS @ 4" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12° OIC AT ALL FIELDS. ANCHOR WITH 518" DIAMETER BY 12" ANCHOR BOLTS AT 32" O/C. (CALCULATE TO MAXIMUM OF 349 plf — PER 2010 CBC TABLE 2306.3) STUDS @16" O.0 CONSTRUCTION NOTE(S) 1 & 2 APPLY (NOTES 3, 4, 5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) 3 D8d COMMON NAILS @ 3" OIC AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O/C AT ALL FIELDS. ANCHOR WITH %" DIAMETER BY 12" LONG ANCHOR BOLTS AT 32" O/C. (ALLOWABLE LOAD: 550 plf — PER 2010 CBC TABLE 2306.3 ) CONSTRUCTION NOTE(S) 1, 2, 3 & 6 APPLY (NOTES 4 & 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) NOTE VALUES ARE APPLICABLE TO DOUGLAS FIR LARCH FRAMING @ 16" O.0 STRUCTURAL CALCULATIONS 15 4 1>15/32" STRUCT. I APA PLYWOOD OR 15/32" ORIENTED STRAND BOARD (OSB) APPLIED DIRECTLY TO THE STUDS, WITH THE LONG DIMENSION OF FULL PANELS PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE STUDS, ALL EDGES SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AND ANCHORED AS FOLLOWS: 8d COMMON NAILS @ 2" 0/C AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" OIC AT ALL FIELDS. ANCHOR WITH '/4' DIAMETER ANCHOR BOLTS AT 16" 0/C. —STATE EMBEDDED DISTANCE T' MIN (ALLOWABLE LOAD: 730 plf — PER 2010 CBC TABLE 2306.3) ' CONSTRUCTION NOTE(S) 1, 2; 3. & 6 APPLY (4 AND 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) CONSTRUCTION NOTES: 1 3" x 3" x 0.229" PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL ANCHOR BOLT NUTS AND THE WOOD SILL. SEE ANCHOR BOLT CALCULATIONS FOLLOWING THESE NOTES IN THE CALCULATIONS. EDGE NAILING AT ABUTTING PANEL EDGES FOR WALLS LOADED IN EXCESS OF 350 pff SHALL BE APPLIED TO 3x OR WIDER STUDS. 4 APPLYING EQUAL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES OF A SHEAR WALL AND WITH MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBLE THE LOAD CAPACITY OF WALLS HAVING THE SAME PANELS AND NAILING APPLIED TO ONLY ONE FACE. STRUCTURAL WOOD PANEL SHEAR WALLS WITH PANELS APPLIED TO BOTH FACES AND WITH EDGE NAILING LESS THAN 6" 0!C SHALL HAVE ABUTTING PANEL EDGES FOR ONE SIDE OFFSET ONE STUD SPACE FROM THE OTHER SIDE (NOTE No. 3 ALSO APPLIES) 6 ALL SHEAR WALLS HAVING A LOAD CARRYING CAPACITY IN EXCESS OF 350 plf SHALL BE PROVIDED WITH 3x P.T.D.F. SILL PLATES AND 12" LONG ANCHOR BOLTS OF THE DIAMETER PROSCRIBED FOR THAT WALL CONSTRUCTION TYPE (ALL ANCHOR BOLTS SHALL BE SET T. INTO CONCRETE) 7 WHERE THE CONTRACTOR DESIRES TO CONSTRUCT THE SLAB -ON -GRADE AND THE FOOTINGS AND FOUNDATION IN A TWO POUR SYSTEM, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM LENGTH OF 14", SETTING THEM A MINIMUM OF 4" INTO THE TOP OF THE FOUNDATIONS BEFORE POURING THE SLAB. S ALL ANCHOR BOLTING, HOLDOWN BOLTS OR STRAPS AND OTHER FORMS OF CONCRETE INSERTS SHALL BE SECURELY HELD IN PLACE WITH JIGS OR OTHER SUCH DEVISES PRIOR TO REQUESTING FOUNDATION INSPECTION, DURING INSPECTION AND DURING ACTUAL POURING OF CONCRETE. 9 ALL ANCHOR BOLTS AND HOLDOWN BOLTS SHALL BE BROUGHT PLUMB PRIOR TO THE CONCRETE HARDENING. MECHANICAL STRAIGHTENING OF BOLTS AFTER THE CONCRETE HAS HARDENED THAT RESULTS IN SLAB EDGE BREAKING SHALL RESULT IN REJECTION OF A PORTION OF THE SLAB AND FOUNDATION BY THE ARCHITECT OR STRUCTURAL DESIGNER OF RECORD AS HE DEEMS NECESSARY; ITS REMOVAL AND REPOURING OF THAT PORTION OF THE CONCRETE. 10 HOLDOWN STRAP HOOKS SHALL BE STABLIZED DURING THE CONCRETE POUR IN ORDER TO ENSURE THEY REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTION. 11 ATTACHMENT OF A 3x SILLPLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF SIMPSON SDS'' /.x6 WOOD SCREWS AT 3"o/c. 12 ATTACHMENT OF A 2( SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF 16d @ SPACING INDICATED AT THE SHEAR WALL TABULATION. r STRUCTURAL CALCULATIONS 18" 4" 18" _ ;40" X 12" = 480SQ IN 3.3333 144' SQ IN SOIL PRESSURE 1000 PSF� TOTAL LOAD =*3,300.# >3000# OK