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1685 FAIRLEAD AVE; ; CB120853; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-24-2012 Miscellaneous Permit Permit No: CB120853 Building Inspection Request Line (760) 602-2725 Job Address: 1685 FAIRLEAD AV CBAD St: MP Permit Type: MISC Subtype: OTHER Status: ISSUED Parcel No: 25Q2QD— Lot #: 0 Applied: 05/08/2012 Valuation: $0.00 Entered By: RMA Reference #: CT04010A Plan Approved: 07/24/2012 PC#: Issued: 07/24/2012 Inspect Area: Project Title: VOSCANA-(FORMERLY VITALIA CONDOS & FLATS) SITE IMPROVEMENTS- 1 OVERHEAD Applicant: Owner: SHEA HOMES INC SHEA HOMES INC ATTN: SARAH BECKMAN 9990 MESA RIM RD 9990 MESA RIM RD SAN DIEGO CA 92121 SAN DIEGO CA 92121 858 526-6554 Miscelaneous Fee #1 PLNCK FEE $172.00 Miscelaneous Fee #2 INSPECTIONS $244.47 Additional Fees $0.00 TOTAL PERMIT FEES $416.47 Total Fees: $416.47 Total Payments To Date: $416.47 Balance Due: $0.00 FINAL APPROVAL Inspector. Date: - q 3 Clearance: NOTICE: Please take NOTICE that approval of your project includes the'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and tile 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 I Building Permit Application Plan Check No. 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value CITY OF 760-602-2717/2718/2719 Plan Ck. Deposit / , CARE S BAD Fax: 760-602-8558 www.carlsbadc a pate 5//j swpp JOB ADDRESS SUITE#/SPACE#/UNIT# AFIN - - .T/PROJECT # LOT I PHASE # C OF UNITS I C BEDROOMS C BATHROOMS I TENANT BUSINESS NAME CONSTR. TYPE I 0CC. GROUP To CIO I I I DESCRIPTION OF WOK: Include Square Feet of Affected Area(s) cj 0 AieciA 5ruc*th r P.X*Yf rfl*-t'.i (,enrcL hq kijCorier 2 H ( %Ohe st EXISTING USE POSEDUSE GARAGE (SF) PATIOS) IDECtS(SF) IFIREPLACE j AIRCONDITIONING IFIRESPRINKLERS YES #__ NOD YES 0 NOD YES 0 NOD APPLICANT NAME (Primary Contact) 3a ri,—Sor cs APPLICANT NAME ADDRESS 9cl ot O M1-c 2J2O ADDRESS CITY STATE ZIP CITY STATE ZIP S -\ , cM- PHONE S9 IFAX - 32 - otfT7 PHONE FAX EMAIL Scuc4 EMAIL i'cMces. cCh PROPERTY CONTRACTOR BUS. NAME an. ab2l~ ADDRESS . ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. C STATE LIC.# CLASS CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Workers' 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 by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure work '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, damage provided for in Secti 3706 o abor code, interest and attorney's fees. CONTRACTOR SIGNATURE , JAGENT DATE I hereby affirm that lam exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-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). o i am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): I will provide some of the work, but I he ontracted (hired) the followin ersons to provide the work indicated (include name / address / phone / type of work): ,.PROPERTY OWNER SIGNATURE DAGENT DATE / Is the applicant Or future building occupant required to submit a business pla acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tinner Hazardous Substance Account Act? fl Yes No Is the applicant or future building occupant required to obtain a permit fr m the air pollution control district or air qpality management district? 173 Yes lyko Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 13 Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLEh4AE 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). Lenders Name Lenders Address I certify that l have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with 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 AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Build in ' cial under the provisions of this Code shall expire by limitation and become null and void if the building orwortc authorized by such permit is not commenced within 180 days from the date of such permit or if the b d g or work authorized ch it is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). MAPPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects Only) Fax (760) 602-8560, Email www.buiIdinqcarlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS D PICK UP: o CONTACT (Listed above) o OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) cr ASSOCIATED CB# MAIL TO: o CONTACT (Listed above) o OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ci NO CHANGE IN USE! NO CONSTRUCTION J MAIL! FAX TO OTHER: 0 CHANGE OF USE/ NO CONSTRUCTION APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB120853 Type: MISC OTHER VOSCANA-(FORMERLY VITALIA CONDOS & FLATS) SITE IMPROVEMENT Date Inspection Item Inspector Act Comments _______ 08/28/2013 39 Final Electrical PB AP 08/28/2013 92 Compliance Investigation - RI PERMIT STATUS? 11/07/2012 11 Ftg/Foundation/Piers PB NS 1010912012 34 Rough Electric PB AP 10/0412012 23 Gas/Test/Repairs PB AP Friday, August 30, 2013 Page 1 of 1 B LED),t3 C 18 sbjp I ' C w Ck) LD) ' \* Ci I 4 V'J ck3) LE Carlsbad 12-0853 7/12/12 EsGil Corporation In cPartnersliip with government for Bui(iing Safety DATE: 7/12/12 PLICANT Ii U RI S. JURISDICTION: Carlsbad • PLAN REVIEWER IJ FILE PLAN CHECK NO.: 12-0853 SET: hA PROJECT ADDRESS: Poinsettia Lane and Cassia Rd PROJECT NAME: Landscape Improvements for Vitalia 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 building 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. LII The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person REMARKS: The plan revisions clouded in red on sheets 02 & 07 of the approved plans from EsGil must be made to the city set of plans to make an approved 2' set of plans. By: Chuck Mendenhall Enclosures: EsGil Corporation EGA LEJ 0PC Phone In EsGil Corporation In cPartnersllip with Government for Building Safety DATE: 7/12/12 LI - ANT LI JURIS JURISDICTION: Carlsbad LI PLAN REVIEWER LI FILE PLAN CHECK NO.: 12-0853 SET: II PROJECT ADDRESS: Poinsettia Lane and Cassia Rd PROJECT NAME: Landscape Improvements for Vitalia The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El 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. LII 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: Sarah Beckman, Shea Homes 9990 Mesa Rim Rd. #200, San Diego, CA 92121 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: Sarah Beckman Telephone #: (858) 526-6554 Date contacted: 7-2-12 (by: D12). Email: sarah.beckman@sheahomes.com Fax #: (858) 320-0437 Mail ' Telephone - Fax In Person REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation E GA LI EJ LI PC 7/10/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 'Carlsbad 12-0853 7/12/12 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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: 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. 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. Detail 'P' on sheet 07 of the plans shows a fabric covered shade. Provide the manufacturers specification for the fabric shade. The fabric must be listed by the State Fire Marshal as fire retardant. Remove the fabric from the plans or provide the listing information for the proposed fabric showing it complies with State Fire Marshals standards for fabric covered structures. 5. The corner entry pergolas are shown on sheet 08. The detail for the 8'-11" high masonry wall includes a footing with no depth specified. The depth dimension indicates "Per Structure" Clarify what this means. Include on the plans the depth of the footing. The corner Pergolas are shown on sheet 02 of the plans and referenced as note #30. Note #30 references detail CC. Plans did not include sheet 08 or detail CC. I understand that you have eliminated the 8'-11 " high masonry walls but the Pergolas are shown on the site plan and detail #30 refers to detail CC. Please clarify. END OF CODE RECHECK 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. EsGil Corporation In Partners flip with government for Building Safety F' DATE: 5/17/12 Q-APPLICANT D JURI JURISDICTION: Carlsbad AN REVIEWER LI FILE PLAN CHECK NO.: 12-0853 SET:I PROJECT ADDRESS: Poinsettia Lane and Cassia Rd PROJECT NAME: Landscape Improvements for Vitalia The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. El 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: Sarah Beckman, Shea Homes 9990 Mesa Rim Rd. #200, San Diego, CA 92121 LII 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: Sarah Beckman Telephone #: (858) 526-6554 Date contacted: IS - 7 - (by: 0 Q Email: sarah.beckman@sheahomes.com Fax #: (858) 320-0437 1i. Mail j-' Telephone,/,"' Fax In Person REMARKS: By: Chuck Mendenhall Enclosures: EsGil Corporation El GA El EJ LI PC 5/10/12 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 •. Fax (858) 560-1576 Carlsbad 12-0853 5/17/12 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 12-0853 OCCUPANCY: U TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: NA SPRINKLERS?: NA REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 5/17/12 JURISDICTION: Carlsbad USE: Misc Landscape Structures ACTUAL AREA: STORIES: one HEIGHT: lift max OCCUPANT LOAD: NA DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/10/12 PLAN REVIEWER: Chuck Mendenhall FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 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 2009 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 12-0853 5/17/12 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: 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. 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. Detail'N on sheet 06 indicates in note '10' that the 6X6 posts are mounted on the pilaster cap with an ABU post base and thru bolts. Revise the plans to show the ABU post anchor secured with 5/8" diameter bolts embedded a mm. of 7" into the masonry grouted core. The prefabricated pilaster cap is not intended to resist overturning loads. 2. Detail 'H' on sheet 6 shows the 8X8X16 block pilaster with #4 vertical steel but there are no code required ties shown. Detail 'P' on sheet 07 of the plans shows a fabric covered shade. Provide the manufacturers specification for the fabric shade. The fabric must be listed by the State Fire Marshal as fire retardant. Note '9' of detail 'P' on sheet 07 indicates the 12x12 columns are set on a 4" dia steel post. Expand the detail to show the 4" steel post embedded in the concrete footing and the method of attaching the 12X12 wood post the the 4" dia. Steel column. The corner entry pergolas are shown on sheet 08. The detail for the 8'-11 " high masonry wall includes a footing with no depth specified. The depth dimension indicates "Per Structure" Clarify what this means. Include on the plans the depth of the footing. The design calc's for the 8'-11 " high wall is found on page 6 of the calc's. As per the design calc's the steel stress is 24,368 psi (No Good). How do you intend to correct this overstress of the flexural steel? Include as part of the design for the 8'-11 " high masonry wall the size of the footing required to comply with the code. END OF CODE REVIEW 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. 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 Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 12-0853 5/17/12 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 12-0853 PREPARED BY: Chuck Mendenhall DATE: 5/17/12 BUILDING ADDRESS: Poinsettia Lane and Cassia Rd BUILDING OCCUPANCY: U TYPE OF CONSTRUCTION: V B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Misc Landscp str Varies Hrly 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 . Repeats * Based on hourly rate El Other Hourly 2 Hrs. @ EsGil Fee I $172.00I Comments: Sheet 1 of I macvalue.doc + 4 ^ ,A, CITY OF CARLSBAD BUILDING PLANCHECK Development Services Land Development Engineering CHECKLIST 1635 Faraday Avenue QUICK-CHECK/APPROVAL 7606022750 www.carlsbadca.gov ENGINEERING Plan Check for Cfa I 5 5 Date: Project Address: \ ( P<V APN: Project Description: V1—fi4 Pc,/Vr-11\L'(P f,/3 Valuation: Ncff- QoprQnEc) ENGINEERING Contact: Linda Ontiveros Email: linda.ontiveros@carlsbadca.gov Phone: 760-602-2773 Fax: 760-602-1052 LI RESIDENTIAL LIII TENANT IMPROVEMENT LI RESIDENTIAL ADDITION MINOR El PLAZA CAM INO REAL (<$20,000.00) El CARLSBAD COMPANY STORES LI COMPLETE OFFICE BUILDING LMER: 1 OFFICIAL USE ONLY 1 ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT DATE Notification of Engineering APPROVAL has been sent to I via on I E-36 Page 1 of 1 REV 4/30/11 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER L FINAL INSPECTION REQUIRED PLANNING DEPARTMENT d BUILDING PLAN CHECK REVIEW CHECKLIST W G) Gi M ca 0 0 Plan Check No. PC 12-0853 Address VITALIA (AKA POINSETTIA PLACE) Planner CHRISTER WESTMAN Phone(760)602-4614 APN: 215-020-23-00 Type Circle One & Use: MULTIFAMILY Net Project Density: 11.5 DU/AC Zoning: RD-M General Plan: RMH Facilities Management Zone: 21 CFD (in) #1 Date of participation:June 2010 Remaining net dev acres:Zero DATE *I•ItI4 (For non-residential development: Type of land used created by this permit: Legend: Z Item Complete L Item Incomplete - Needs your action LI LI Environmental Review Required: YES Z NO LI TYPE MND DATE OF COMPLETION: December 16, 2009 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: LI LI Discretionary Action Required: YES Z NO LI TYPE Tentative Map APPROVAL/RESO. NO. 6650 DATE December 16, 2009 PROJECT NO. CT 04-10(A) OTHER RELATED CASES: CP 04-05(A)/CDP 04-23(A) Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI LI Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES M NO Li CA Coastal Commission Authority? YES Li NO JK If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Issued LI LI Habitat Management Plan Data Entry Completed? YES Z NO LI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus PAID - Associated with Grading Permit GR 11-17 LI LI LI Inclusionary Housing Fee required: YESZ NO D (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO LI (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) LI LI LI Housing Tracking Form (form P-20) completed: YES LI NO N/A LI Rev 6/11 i.i.i Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope Required Shown Required Shown Required Shown Required Shown Required Shown Site Plan: SLID CRIME OWES Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidelines Applicability: YES LI NO Project complies: YES Z NOD LUDIl 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Lot Coverage: Required Shown Height: Required Shown LI LI LI 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown LI LI Additional Comments The overhead structures at the intersection of Cassia and Poinsettia are within the building setback areas for those streets and may not be approved. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER X DATE Rev 6/11 CMN Structural Engineer page: Vitalia Light Pole Footings Ill-light Pole Footing Design Kz= 0.98 Expoure= C Kzt 1 Kd= 0.85 q= 0.00256* * Kd * v2 -1 = 15.4 Psf he 1= 1 V= 85 Mph t F=qz *G*Cf*Af = 18.3Af psf G= 0.85 Cf= 1.4 Passive Soil pressure Ps = 100 pcf Allowable lateral soil bearing pressure S1=2xPsx1 .33xd/3 light size= 2 x 0.75 '= 1.5 ft2 light pole Dia= 0.33 ft pilaster dim.= 24 in pilaster above the ground hight= 1 ft light pole hight H = 20 ft Determine total lateral force P & distance he from ground to force P wind Area force h force x h light= 18.3 x 1.5 = 27.5 x 20 = 550.0 light pole= 18.3 x 6.02 = 110.4 x 10.13 = 1118.0 footing above= 18.3 x 3.14 = 57.57 x 0.5 = 28.8 195.5 1696.8 P= 195.49 lb he 8.68 ft try footing d= 4.5 ft S 281 399 pcf A=2.34xP/(S1xB)= 0.57 ft d=N2x(1+(1+4.36xhJA)112)= 2.63 ft < 4.5 ft OX Use 24 "Dia 44ft deep footing S Is M. N. *O. 2325 . e,s7ocsJ Sep. 6. 211 3:38PM 9A& -2- FULL CUT-OFF LED FIXTURE, StD WAU -s---. / 24 ROUND BA$E, 4' BELOW GRADE / P(.JSE 110 WER WITH (2) 5 AMP FUSES, HOLD POLE BASE DOWN THE 1IIICI(.NE55 OF THE SIVEWALP.. WHEN SIDEWALK IS POURED, CONTRACTOR 511A1.L. POUR. OVIR FOUNDATION. LEAVING ANCOR BOLTS EXPOSED. WHEN NO SU)EWALK, 5Cr BACK 24" FROM EACK OF CUR5. GRADE SIDEWALK. 2" ANGLED EDGE SQUARE STEEL POLE. SEE FIXTURfi 5Ct1 EPULE I-iANDHOLE TO FACE STREET GROUND LUG SQUARE BASE COVER PROVIDE NON-SHRINK GI<OuT UNDER BASE PLATE OUR CAF 24" x 24'x 41' THICK, SQUARE AS SHOWN I3ROVIDF PULL EOX WITH EACH 5TREET LIGHT. SEE '\ DETAIL DIE-2. CONDUIT AND WIRE AS SHOWN ON PLANS 3/4'C-2# 10, I #10 (ND. EUKY 24" BELOW - GRADE. ANCHOR BOLT5 (4) 3/4' R x 17' Lx 3" II WITH APPROVED GNO. COWNCCTOR REBAR; , .....#3 HORIZONTAL 12' OC WITH 3#3 WITHIN TOP 12'. MIN. 3" CONCRETE COVER- 56.0-C-3250 F.C.C.AGAINST UNDI5TUED OR COMF'ACTED (95% MIN.) EAKTh. I \C) I I I L t\, \ 1 NJt\L./ VV \ I LI I I I INSTA1.LATION D1TAI1. CMN Structural Engineer page: Vitalia Light Pole Footings FLight Pole Footing Design I q 0.00256* Kz *z * Kd * V2 * = 15.4 Psf Th Kz= 0.98 Expoure= C Kzt 1 Kd= 0.85 1= 1 V= 85 Mph t F= qz * G * Cf *Af = 18.3Af psf G= 0.85 Cf= 1.4 Passive Soil pressure Ps = 100 pcf Allowable lateral soil bearing pressure S1=2xPsx1.33xd/3 light size= 2.5 'x 0.75 1.9 ft2 light pole Dia= 0.33 ft pilaster dim.= 18 in pilaster above the ground hight= 1 ft light pole hight H = 14 ft Determine total lateral force P & distance h0 from ground to force P wind Area force h force x h light= 18.3 x 1.88 = 34.38 x 14 = 481.3 light pole= 18.3 x 4.04 = 74.12 x 7.125 = 528.1 footing above= 18.3 x 1.77 = 32.38 x 0.5 = 16.2 140.9 1025.6 P= 140.88 lb h0 = 7.28 ft try footing d= 3.5 ft S1133,,3 310 pcf A=2.34xP/(S1xB)= 0.71 ft d=N2x(1+(1+4.36xhJA)1)= 2.75 ft < 3.5 ft OX Use 18 "DIa ft deep footing Sep. 6. 211 3:39PM FUSE HOLDER WITH - (1)5 AMP ruse, HOLD POLE BASE DOWN THE THICKNESS OF THE COUIR.. WHEN COURT IS POURED, CONTRACTOR. SHALL ?OUR OVER FOUNDATION, LAVING ANCOR SOLT5 EXPOSED. GRADE -. FULL CUT-orr LED - FIXTURE. SEE SCHDULE. IS" ROUND_ r3A$E, 4" I BELOW GRAM. ROUND STEEL POL, 2" SEE T1XTUR ANGLED SCHEDULE EDGE HANOM01-F TO FACE 5IDEWALJ GROUND WG ROUND BASE COVER PROVIDE NOW-SHRiNK GROUT UNDER BASE PLATE SIDE WALI. - -.' / FOUR CAP Ix I&' 4° THICK, SQUARE AS SHOWN ANChOR DOLTS (3) 3/4 K x 17'L x 3' H WITH APPROVED GND CONNECTOR 42" I ' RDAR: #3 HORIZONTAL 12' OC " /ITI1 3#3 WITHIN TOP 12". MIN. 3 CONCREW COVER.. 5GO-C-3250 F.C.C.AGAINST UNDISTURBED OR COMPACTED (95% MIN.) EARTh, ( TY!t 'b', F'L5TRJAN LIGHT 'J IN5TALLATION DETAIL CONDUIT AND WIRE AS SHOWN ON PLANS n. STRUCTURAL DESIGN CALCULATIONS FOR SITE STRUCTURES Vitalia March 22, 2012 Concrete: 2500 psi at 28 days Masonry: Grade N Standard fm= 1500 psi Mortar: Grade S standard Grout: 2500 psi fluid concrete grout Rebar: Grade 40 no 3 bars Grade 60 others Special Inspection: Yes Soils: GeoTek, Inc. 3389-SD3 Soil Bearing 2,000 psf for FC Shea Homes Gillespie Moody Patterson, Inc. lei SE 5At4 TAIL AT RI 67H sr OVSHA STRUTUS I Vitalia 3/22/2012 SEISMIC ANALYSIS, Overhead Structure 1 i, Basic Load Comb IN Seismic Loads I: 1.00 T:Ta : 0.11s (max.) Design Category: b T5 : 0.57s Site Class: b TL: 8.0 s 1.50 C5 : 0.538 Eq. 12.8-2 120 : 1.50 C5 2.895 Eq. 12.8-3/4 Cd : 1.50 C5 0.036 Eq. 15.4-1/2 5,5 1.177 Si: 0.444 SMS: (1.03)(1.18): 1.211 SM1: (1.56)(0.44): 0.691 Sb5 : (2/3)(1.21): 0.808 Sb1: (2/3)(0.69): 0.461 Design Loading, Allowable Stress Design Base Shear 2:1.0 allii Eh = (p)(C5)(W) 0.538W 0.700W E: (0.2)(5 5)(b): 0.162W Structure bead Load W Weight Trellis Members - 4x4 3.0 plf x Cross Beams - 640 12.7 plf x Main Beams - 6x10 12.7 plf x (4) Posts - 6x6 7.4 plf x Total Seismic besian p:1.0 Eli Used 0.7Eh: 0.377W 0.490W 0.377W 0.7Ev: 0.113W 0.113W Length or Area Total W ( lb) 238.0 If : 709 lbs 34.0 If : 432 lbs 34.0 If : 432 lbs 8.8 If : 65 lbs 1,637 lbs V seismic design (Total Structure) 1,637 lbs x 0.377 617 lbs V seismic design (each post) : 154 lbs M design moment at each post : 377 lb-ft Post Connection Bolts Used: 5/8" lag screw Total Quariity: 2 M allowable: (1 bolts)(1017 lbs/bolt)(8 inch/12 moment arm) : 678 lb-ft 678 lb-ft > 377 lb-ft (Connection o.k.) Vitalia 3/22/2012 CMU MOMENT COLUMN, Overhead Structure #1 2O1OCBC, Basic Load Comb IN_ Seismic Loads 55 1.177 min I: 1.00 1: T: 0.11s (max.) 51 0.444 min Design Category: b Is = 0.57s 5M5: (1.03)(1.18): 1.211 Site Class b TL: 8.0 s SMI (1.56)(0.44): 0.691 R: 2.50 C5 = 0.323 Eq. 12.8-2 5b5: (2/3)(1.21): 0.808 no : 1.25 C5 1 1.737 Eq. 12.8-3/4 SDI (2/3)(0.69): 0.461 Cd 2.50 C5 0.036 Eq. 15.4-1/2 Design Loading, Allowable Stress Design Base Shear LEL9 2HU aig REU Used Eh = (p)(C5)(W) 0.323W 0.420W 0.7Eh: 0.226W 0.294W 0.226W E (0.2)(5)5)(b) 0.162W 0.162W 0.7Ev: 0.113W 0.113W 0.113W Total seismic overturning forces Weight Seismic Force Height Moment about bottom of footing Structure above (as occurs) 154 lbs 10.5 1,617 lb-ft CMU Column, 24"x24" x 6' tall 3,120 706 lbs 4.5' 3,175 lb-ft Total 860 lbs Total : 4,792 lb-ft Resisting Moment bead Load X distance Moment about corner of footing Structure above (as occurs) 409 lbs 2.0' 818 lb-ft CMU Column 1,690 lbs 2.0' 3,380 lb-ft Soil Above Footing, 6" deep 660 lbs 2.0' 1,320 lb-ft Footing, 48"x48'' x 12' thick 2,400 lbs 2.0' 4,800 lb-ft Total: 5,159 lbs Total: 10,318 lb-ft 0.6 RM 6,191 lb-ft >4,792 O.K. Soil Bearing Load case: b+0.75(L+0.7E) b+0.7E 0.6b+0.7E P: Factored bead Load + Live Load: 5,159 lbs 5,159 lbs 3,095 lbs e (eccentricity) = M / P = 8 in. 11 in. 19 in. Eccentricity in the middle third: No No No Soil bearing pressure : 660 psf 803 psf 1,141 psf Soil bearing pressure (b+L) = 322 psf Maximum Soil bearing pressure: 1,141 psf i 2000 psf O.K. Masonry Column--Allowable Stress Steel used = (4) #5 Bars, Grade 60 As: Area of (2) #5 bars : 0.62 in2 fm 1,500 psi b = compression width: 24.0 in f'b = 0.33x(1,500 psi): 500 psi d = steel depth: 21.0 in Em : 1,125,000 fb: M 2 n : 25.78 [ bd2 jk : 450.00 max assumed bd2 : 10584 2/jk = 82.83 jk 0.024 k: 1/2*(3_(9_12jk).5 : 0.024 j : (1-k/3) : 0.99188552 np: k2/(2-2k) : 0.00030 As : (np)bd / n: pbd : 0.00594 in required <0.62 O.K. fs : M/Asjd : 4,452 psi < 24,000 psi. O.K. SEE SEAM ENP DETAIL BELO SI-SI' liP. I, 22' TAIL OVERHEAD STSUTUR 2 Vitalia 3/22/2012 SEISMIC ANALYSIS, Overhead Structure 2 1 Basic Load Comb I. Seismic Loads I: 1.00 T: To 0.11s (max.) Design Category: b T5 : 0.57s Site Class: b TL : 8.0s 1.50 Cs : 0.538 Eq. 12.8-2 1.50 C5 2.690 Eq. 12.8-3/4 Cd: 1.50 CS 0.036 Eq. 15A-1/2 55 : 1.177 Si: 0.444 S s : (1.03)(1.18): 1.211 SM1 : (1.56)(0.44): 0.691 5: (2/3)(1.21): 0.808 Sr),: (2/3)(0.69) 0.461 Design Loading, Allowable Stress Design Base Shear p:l.0 2:l.3 Eh : (p)(C5 )(W): 0.538W 0.700W E: (0.2)(Sb5)(b): 0.162W Structure bead Load W Weight Trellis Members - 4x4 3.0 plf x Cross Beams - 440 7.9 plf x Main Beams - 442 9.6 plf x (4) Posts - 12x12 32.1 plf x Total Seismic besian p:10 REU Used 0.7Eh: 0.377W 0.490W 0.377W 0.7Ev: 0.113W 0.113W Length or Area Total W ( lb) 231.3 If : 689 lbs 227.7 If : 1,792 lbs 110.8 If : 1,060 lbs 43.2 If 1,389 lbs 4,929 lbs V seismic design (Total Structure) 4,929 lbs x 0.377 : 1,858 lbs V seismic design (each post) : 464 lbs M design moment at each post : 3,108 lb-ft Post Connection Bolts Used: 1' thru bolts (double shear) Total Quanity: 4 M allowable: (2 bolts)(3972 lbs/bolt)(7 inch/12 moment arm) : 4,634 lb-ft 4,634 lb-ft > 3,108 lb-ft (Connection o.k.) -" #_II ,- EOLA SC.TION CORNER ENN*'r' YONJYEN7 617H FFR60 Vitalia 3/22/2012 SEISMIC ANALYSIS, Corner Entry Pergolas 1, Basic Load Comb In Seismic Loads I: 1.00 Design Category b Site Class: b 1.50 no 1.50 Cd : 1.50 1.177 Si: 0.444 5MS— (1.03)(1.18): 1.211 5M1 — (1.56)(0.44): 0.691 (2/3)(1.21) 0.808 5b1 (2/3)(0.69) = 0.461 Design Loading, Allowable Stress Design Base Shear pQ p:l.3 Eh : (p)(C5)(W): 0.538W 0.700W E (0.2)(5DS)(b) 0.162W Structure bead Load W Weight Trellis Members - 4x4 3.0 plf x Cross Beams - 4x10 7.9 plf x Main Beams - 4x10 7.9 plf x (4) Posts - 6x6 7.4 plf x Total Seismic besign V seismic design (Total Structure) 999 lbs x 0.377 V seismic design (each post) M design moment at each post T:T: 0.11s (max.) T5 : 0.57s TL: 8.0s C5: 0.538 Eq. 12.8-2 C5 2.906 Eq. 12.8-3/4 C5 ~ 0.036 Eq. 15.4-1/2 p:l.3 Used 0.490W 0.377W 0.113W Total W ( Ib) 208 lbs 315 lbs 417 lbs 59 lbs = 999 lbs 377 lbs 94 lbs 6 lb-ft p:10 0.7Eh: 0.377W 0.7Ev: 0.113W Lenath or Area 70.0 If 40.0 If 53.0 If 8.0 If Vitalia 3/22/2012 CML) MOMENT COLUMN, Corner Entry Pergolas 2O1OCBC, Basic Load Comb In Seismic Loads 55 - Si 5MS (1.03)(1.18) 5M1 (1.56)(0.44) Sos (2/3)(1.21) 5b1 (2/3)(0.69) 1.177 min i = 1.00 T= T0 0.11s (max.) 0.444 min Design Category b T5 = 0.57s 1.211 Site Class b TL 8.05 0.691 R = 2.50 Cs = 0.323 Eq. 12.8-2 0.808 no 1.25 C5 1 1.737 Eq. 12.8-3/4 0.461 Cd = 2.50 C5 k 0.036 Eq. 15.4-1/2 Design Loading, Allowable Stress Design Base Shear QjO Eii QiLQ 2au Used Eh = (p)(C5)(W): 0.323W 0.420W 0.7Eh = 0.226W 0.294W 0.226W (0.2)(Sb5)(b) 0.162W 0.162W 0.7Ev = 0.113W 0.113W 0.113W Total seismic overturning forces Weight Seismic Force Height Moment about bottom of footing Structure above (as occurs) 94 lbs 9.5' 893 lb-ft CMU Column, 21"x21" x 8' tall 3,185 720 lbs 5.5' 3,961 lb-ft Total 814 lbs Total = 4,854 lb-ft Resisting Moment Structure above (as occurs) CMU Column Soil Above Footing, 6" deep Footing, 48"x48'' x12' thick Soil Bearing Dead Load X distance Moment about corner of footing 250 lbs 2.0' 500 lb-ft 1,934 lbs 2.0' 3,868 lb-ft 712 lbs 2.0' 1,423 lb-ft 2,400 lbs 2.0' 4,800 lb-ft Total 5,295 lbs Total = 10,591 lb-ft 0.6 RM = 6,354 lb-ft >4,854 O.K. Load case = b+0.75(L+0.7E) 0+0.7E P = Factored bead Load + Live Load 5,295 lbs 5,295 lbs e (eccentricity) = M / P = 8 in. 11 in. Eccentricity in the middle third: No No Soil bearing pressure = 672 psf 815 psf Soil bearing pressure (b+L) 331 psf Maximum Soil bearing pressure 1,121 psf i 2000 psf O.K. Masonry Column--Allowable Stress Steel used = (4) #5 Bars, Grade 60 As = Area of (2) #5 bars 0.62 in fm b = compression width 21.0 in f'b = 0.33x(1,500 psi) d = steel depth 18.0 in Em fb L b d 2 jk 450.00 max assumed bd2 6804 2/jk 52.56 jk 0.038 k = 1/2*(3_(9_12jk).5 0.039 j = (1-k/3) np k2/(2-2k) 0.00077 As (np)bd / n = pbd 0.01133 in2 required <0.62 O.K. fs M/Asjd 5,287 psi < 24,000 psi. O.K. 0.6 b+0.7E 3,177 lbs 18 in. No 1,121 psf 1,500 psi 500 psi 1,125,000 25.78 0.98715195 Vitalia 3/22/2012 LATERAL ANALYSIS, Corner Entry Monument 201OC8C, Basic Load Comb 10 Seismic Loads SS 1.177 min I: 1.00 T: T,: 0.10s (max.) Si 0.444 min Design Category: b T5 : 0.57s SMS: (1.03)(1.18): 1.211 Site Class: b TL = 8.0s 5M1 (1.56)(0.44): 0.691 R: 3.00 C5 : 0.269 Eq. 12.8-2 51)5: (2/3)(1.21): 0.808 no 2.00 C5 s 1.477 Eq. 12.8-3/4 Sb1: (2/3)(0.69): 0.461 C,1: 2.50 C5 1 0.036 Eq. 15.4-1/2 Design Loading, Allowable Stress Design Base Shear 2,9 p0 Used Eh: (p)(C5)(W): 0.269W 0.7Eh: 0.188W 0.188W E: (0.2)(SD5)(1)): 0.162W 0.7Ev: 0.113W 0.113W Total seismic overturning forces Weight Seismic Force Height Moment about bottom of wall Structure above (as occurs) 0 plf 0.0 0 lb-ft CMU wall, 9' tall x 10' thick 975 184 plf 4.5' 827 lb-ft Total: 184 plf Total = 827 lb-ft per ft of wall Wind Loads Wind Speed: 85 Wind Pressures Exposure: B Wall height (h): 9.0 ft Portion Cf f.(pjf) Importance: 1.00 Length (B): 20.0 ft All-case A 1.39 96 Kd : 0.85 B/h: 2.22 All-case B max. 2.79 193 1.0 Return wall Lr: 0.0 ft 0' - 9' 1.86 129 1,200 qh 9.0 psf 9' - 18' 1.24 85 a: 7.0 18' -20' 0.92 64 G: 0.85 Total wind overturning forces Wind Force Moment about bottom of wall Height Structure above (as occurs) 0 plf 0.0' 0 lb-ft Wall surface, 9' tall 193 plf 5.0 954 lb-ft Total = 193 plf Total = 954 lb-ft per ft of wall Flagpole Footing Check (based on 12" of wall Worst Case (max. moment): Wind Total Seismic Force (P): 193 lbs Height of Application (h): M/P: 4.95 ft Allowable lateral soil bearing (5): 200 psf at one third of the embedment depth Diagonal dimension of footing (b): 1.41 ft. d: A(1+1[1+(4.36h/A)]) (CBC Eq. 18-1 3.84 ft. (mm.) (A: 1.59) Used depth (d): 4.00 ft. 0. K. Masonry Wall--Allowable Stress Steel used: #4 Bars @ 24" 0/c, Grade 60 As: Area of #4 @ 24" 0/c: 0.10 in 2 per ft fm b: compression width: 12.0 in f'b: 0.33x(150 psi): d: steel depth: 5.0 in Em fb: IM 2 L bd2 jk : 450.00 max assumed bd2 : 300 2/jk : 11.79 jk : 0.170 k: 1/2*(3(9_12jk).5 : 0.181 j: (1-k/3) np: k2/(2-2k) : 0.01988 As: (np)bd / n : pbd : 0.04626 in2 required <0.1 O.K. fs: M/Asjd : 24,368 psi Na Good 1,500 psi 500 psi 1,125,000 25.78 0.93983332 QPREC,A5T PEAKED *O-M125NC IMLL CAP, 24"x24" SO. BY QUICKCRETE CONTACT SCOTT ULRICH (760) 500-s6o, COLOR TB ®SxSxI6 SFLIT FACE CfrU BLOCK - GROUT ALL CELLS V4ITH RESAR SOLID S *4 REBAR @ 32" O.G. 4 #6 ST. 'UR-04NALL JOINT REINFORCEMENT @ 24' O.C. (3 PLACES) PER USC S]D. 21-10. USE *5 ST. (FOR CURVED kLLS, USE *4 BAR) (D#4 RESAR DOAEL @ 52" O.C., IS" MIN. LAP SPLICE ®2) *4 HORIZ. REBAR CONY. IN FOOTING 7 FINISH rzRADE CONT. CONCRETE FOOTIN& COMPAGTE 506RAE PER SOILS REPORT (f!:)!5 ' cs;' 'I-f LL 1N V I Ji.w: r1 .L/ .LLI. IN. I CBC 105.2 WORK EXEMPT FROM PERMIT: 2. FENCES NOT OF 6' HIGH OR 4. REThJNING WALLS THAT ARE NOT OVER 4' TALL UNLESS SUPPORTING A SURCHARGE. DETAIL REVIEWED FOF-STRUCTURAL COMPLIANCE. M4AA )t- 2 T'HOA COMMON i AREA (SPLIT FACE) & ,SETSAGK SEE CHART 2 MAX. .L EL_T TO DAYLIGHT S' PRIVATE SI PET'AW (PRECISIoN) (I F/l-F-OOl-42 I MIN. FOOTING DEPTH FOR 1' TO DAYLIGHT SLOPE VALL @ TOP HALL t I FT. SETBACK V4ALL @ 2 FT. SETBACK 2 TO I SI-oil 2111 S TO I 1 21_411 2-0" I 54I SEVELEP CAP BY ORCO 2 (ox5xl6 CMU SPLIT FACE (I) SIPE BLOCK - GROUT ALL CELLS SOLID 84NO. 4 REBAR @ 45" O.C. #6 SIP. 'PUR-O-ALL' JOINT REINFORCEMENT @ 24" O.C. (S PLACES) PER USC SIP. 21-10. USE #5 SIP. 8NO, 4 REBAR P0EL @ 45' O.C. NO. 4 HORIZ. RESAR CONT. NOTE: APPLY 6RAF16ONE VVP-IO ANTI-&RAFFITI COATINS TO ALL STUCCO AND MASONRY SURFAGES FACING THE HOA MAINTAINED AREAS, AVAIL. FROM &RAFISONE INC., (Soo) 560-SOO 16)42" -H1 PATI OMAU --.---1 CBC 105.2 WORK EXEMPT FROM PERMIT: 2. FENCES NOT OF 6' HIGH OR 4. RETAINING WALLS THAT ARE NOT OVER 4' TALL UNLESS SUPPORTING A SURCHARGE. DETAIL REVIEWED FOI-STRUCTURAL COMPLIANCE. -444,uA )I 0 PRECAST PEAKED *&-E24PC PILASTER CAP, 24'x24" SQ. B QUICKCRETE CONTACT SCOTT ULRICH (160) 500-860, COLOR lBt7 ®SxSxI6 CMU BLOCK - RQUT ALL C.ELLS SOLID (SEE NOTE 5ELOV) VERT. REBAR @ EACH CORNER STONE VENEER TO BE SEQUOIA RUSTIC LEE BY ELDORADO STONE, AVAILABLE AT THOMPSON BUILDIN6 MATERIALS CONTACT SERMAN MARTINEZ (éI) 251-q410 FINISHEP &RAPE S CONCRETE FOOTING 1 COMPACTED SUB&R.AE PER SOILS REPORT (4) *4 REBAR EACH kNAY (4) *4 REBAR OELS, 24" MIN. LAP SPLICE NOTE: CONTRACTOR SHALL MOCK-UP A SINGLE PILASTER IN THE FIELD FOR APPROVAL BY LANSCAFE ARCHITECT PRIOR TO FURCHASIN ALL PILASTER MATERIALS H)PI LA57ER CBC 105.2 WORK EXEMPT FROM PERMIT: 2. FENCES NOT OF 6' HIGH OR 4. RETAJNING WALLS THAT ARE NOT OVER 4' TALL UNLESS SUPPORTING A SURCHARGE. DETAIL REVIEWED FOSTRUCTURAL COMPLIANCE. CBC 105.2 WORK EXEMPT FROM PERMIT: 2. FENCES NOT OF 6' HIGH OR 4. RETAINING WALLS THAT ARE NOT OVER 4' TALL UNLESS SUPPORTING A SURCHARGE. DETAJL REVIEWED FOSTRUCTURAL COMPLIANCE. 4V2jiA GATE LENGTH IN FIELD (T' I 5/4li O.C. 2-S' 1 ' NOTE: I. * FINISH Vu (I) COAT OF METAL PRIMER AND (2) GOATS * = I METAL ACRYLIC EXTERIOR SATIN I • * ALL TUBING SHALL HAVE BOTH ENDS V'4ELDEP CLOSED H AND GROUND SMOOTH ; J •. ALL METAL FENCING CONNECTIONS SHALL BE •. CONTINUOUSLY kNELPED. THERE SHALL BE NO YIELDING I 1: OF FENCE MATERIAL IN THE FIELD - : ALL MATERIALS TO BE FULLY GALV. BEFORE ____ • • • INSTALLATION IN FIELD GATE CONTRACTOR SHALL PROVIDE SHOP PRAV'LIN&S FOR APPROVAL GATE SHALL CONFORM TO ALL REQUIREMENTS OF UL325 7 J'\cuLAs NT' 6A7r- CBC 105.2 WORK EXEMPT FROM PERMIT: 2. FENCES NOT OF 6' HIGH OR 4. RETAINING WALLS THAT ARE NOT OVER 4' TALL UNLESS SUPPORTING A SURCHARGE. DETAIL REVIEWED FOP-STRUCTURAL COMPLIANCE. 4Ø41k )t- E VERIFY SATE LENTR IN FIELD S/4" O.C. 2-b' - i NOTE: FINISH V'I/ (I) GOAT OF METAL PRIMER AND (2) GOATS = METAL ACRYLIC EXTERIOR SATIN I * ALL 11JBIN6 SHALL HAVE BOTH ENDS NELDED CLOSED 'I 17 AND GROUND SMOOTH •. ' ALL METAL FENCING CONNECTIONS SHALL BE CONTINUOUSLY V1ELPED. THERE SHALL BE NO kNELDIN& I OF FENCE MATERIAL IN THE FIELD ç * ALL MATERIALS TO BE FULLY &ALV. BEFORE INSTALLATION IN FIELD GATE CONTRACTOR SHALL PROVIDE SHOP DRAV(INGS FOR APPROVAL * GATE SHALL CONFORM TO ALL REOUIREMENTS OF UL325 XXIT/MNr' VEHICLE CBC 105.2 WORK EXEMPT FROM PERMIT: 2. FENCES NOT OF 6' HIGH OR 4. REThJNING WALLS THAT ARE NOT OVER 4' TALL UNLESS SUPPORTING A SURCHARGE. DETftJL REVIEWED FO=STRUCTURAL COMPLIANCE. 4Ø41k /- IN I BUILDING ENERGY ANALYSIS REPORT I PROJECT: Vitalia Poinsettia Place (New Outside Lighting) Poinsettia Lane & Cassia Ave Carlsbad , CA 92008 Project Designer: Nate Mullen. Visual Concepts, LLC 7343 Ronson Road, Suite "1" San Diego, CA 92111 858-278-4503 Report Prepared by: David Schneider (CEA & CEPE) Title 24 Energy Consultants P.O. Box 711307 San Diego, CA 92171 619-504-5610 T124TL© NERGY CONSULTANTS Job Number: CH F: R S Certified HERS Rater Cafiforilia Home Efficiency Ftitrn -Service David Schneider CCN96943 8 ,VC/H114 C 4I1,,Io,o Jhddio Hyp— co c.mJii Raui• — 12-059 4BiC Date ( 7( J? Caliio-rnia Aasocia1on of Bue C~ dwg Energy Consultants .., 4 ... -. . .. L... INC, L 3/26/2012 David Schneider #R08-08-261 & #NR08-08-540 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. ("eaDRS3 I TABLE OF CONTENTS I Cover Page I Table of Contents 2 Form LTG-MM Lighting Mandatory Measures 3 Form OLTG-1-C Certificate of Compliance 4 Form OLTG-2-C Lighting Compliance Summary 8 Form SLTG-1-C Sign Lighting Compliance 9 EnergyPro 5.1 by EnergySoft Job Number: ID: 12-059 User Number: 1562A LIGHTING MANDATORY MEASURES: NONRESIDENTIAL LTG-MM Project Name Date Vita/ia Poinsettia Place (New Outside Lighting) 312612012 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. 191h Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall §1 ' be certified and installed as directed by the manufacturer. 11• 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 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 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. C;i~B~_j C SCHNEIDER California Association of Budding Ery consultants NRO&O7-18 . *.CALIFORNIA /. Schneider #R08O8L? SID EnergyPro 5.1 by EnergySoft User Number: I562A RunCode: 2012-03-26T18:54:40 /0:12-059 Page 3 of 11 CERTIFICATE OF COMPLIANCE (Part 1 of 4) OLTG-1C Project Name Date Vita/ia Poinsettia Place (New Outside Lighting) 312612012 Project Address Total Illuminated Area Poinsettia Lane & Cassia Ave Carlsbad, CA 92008 37,827 GENERAL INFORMATION Phase of Construction: 0 New Construction 0 Addition 0 Alteration Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Signature/p , Name David Schneider (CEA & CEPE) Company Da Title 24 Energy Consultants 3/26/2012 Address CEA# NR08-08-540 P.O. Box 711307 CEPE #NR08-07-3618 City/State/Zip Phone San Diego, CA 92171 619-504-5610 Principal Lighting Designer's Declaration Statement I 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 Signatur Milton. C. Niederhaus Company ' 6 Nate Mullen Visual Concepts, LLC 858-278-4503 Address License # 7343 Ronson Road, Suite "I" - ' : City/State/Zip Date San Diego, CA 92111 Principal Lighting Designer's Declaration El I certify that this Certificate of Compliance documentation is accurate and complete, and accounts for all outdoor lighting power, including building mounted, pole mounted, as well as all other lighting designed for the site, and that Additional Lighting Power Allowances for Specific Applications or Additional Lighting Power Allowances for Ordinance Requirements have not been counted more than one time for the same area, in accordance with Section 147 of the Standards. Outdoor 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. OLTG-1 C Certificate of Compliance. All 4 pages required on plans for all submittals. E OLTG-2C (Pages 1 of 3) Lighting Wattage Allowances for General Hardscape, Sales Frontage, or Ornamental Lighting. Optional on OLTG-2C (Pages 2 of 3) Lighting Wattage Allowance for Per Application or Per Area. Optional on plans. OLTG-2C (Pages 3 of 3) Additional Lighting Power Allowance for Ordinance Requirements. Optional on plans. EnergyPro 5.1 by EnergySoft User Number: 1562A RunCode: 2012-03-26T18:54:4 ID: 12-059 Page 4 of 11 CERTIFICATE OF COMPLIANCE (Part 2 of 4) OLTG-1C Project Name Vita/ia Poinsettia Place (New Outside Lighting) Date 3/26/20 12 COMPLIANCE FIXTURE /LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST INSTALLATION CERTIFICATE, OLTG-1 INST (Retain a copy and verify form is completed and signed.) Field inspection 0 CERTIFICATE OF ACCEPTANCE, OLTG-2A (Retain a copy and verify form is completed and signed.) I Field Inspection 0 Luminaire Schedule Installed Watts A B C D E F G H I Name or Item Tag Luminaire Description' See footnote below (i.e.: 1 lamp pole-top shoe-box 400 watt metal halide) .2 ' .' 00 CL @ - • .j Z o. cc How wattage was determined Cn 'S - • z...j CU >< cO - Field _Inspector, E 2 co ci 02 B 0 06 < °' - A (1) 53 LED Roadway Lighting 53.0 0 0 L 8 424 0 0 A-I (1) 53 LED Roadway Lighting 53.0 B 7 371 0 0 B (1) 53w LED Pedestrain Lighting 53.0 0 4 212 0 0 C (1) 42w CFL Bollard Lighting 49.0 0 0 83 4,067 0 0— D 7.1w LED Trellis Lighting 7.1 0 j 20 142 0 0 o o o o o 1 o o o o Enter total into OLTG-1C; Page 4 of 4: Row H; Total Installed Watts: 5,216 Type of luminaire (i.e.: post top, wall pack, surface, shoe box); for non-incandescent luminaires, indicate nominal lamp wattage and lamp type (i.e.: fluorescent, incandescent, HID); ballast type (i.e.: electronic or magnetic); number of lamps and number of ballasts per luminaire. For incandescent luminaires, the luminaire wattage listed in column D shall be the maximum relamping rated wattage on a permanent factory-installed label on the luminaire, NOT the wattage of the lamp (bulb) used, in accordance with Section 130(d or e). If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EXEMPT LUMINAIRES I Field Inspection 0 Name or Symbol Description of exempt luminaires in accordance with §147 MANDATORY CONTROLS I Field Inspection 0 Description Location # Description Location 11 Photo Cell Controls Meter Pedistals SPECIAL FEATURES INSPECTION CHECKLIST (See Page 2 of 4 of OLTG-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. Filed Inspector Notes or Discrepancies: EnergyPro 5.1 by EnergySoft User Number: 1562A RunCode: 2012-03-26T18:54:40 ID: 12-059 Page 5 of 11 CERTIFICATE OF COMPLIANCE (Part 3 of 4) OLTG-1C Project Name Date Vita/ia Poinsettia Place (New Outside Lighting) 3/26/2012 A. OUTDOOR LIGHTING ZONE OUTDOOR LIGHTING ZONE: 0 OLZ 1 0 OLZ 2 63 OLZ 3 0 OLZ 4 Is the Outdoor Lighting Zone: El Default in accordance with §10-114, or 0 Amended byJHA Complete the information below if the default Outdoor Lighting Zone has been amended by the local jurisdiction having authority (J HA): The site is a government designated park, recreational area, wildlife preserve, or portion thereof, and has been designated as LZ2 or 123, in accordance with Table 10-1 14-A, because the site is contained within such a zone. The local jurisdiction having authority has officially adopted a change to the State Default Lighting Zone and has notified the Energy Commission by providing the materials required in §10-114(d) to the Executive Director. The adopted change is posted on the Energy Commission website. B. ADDITIONAL LIGHTING POWER ALLOWANCE FOR ORDINANCE REQUIREMENTS Are additional lighting power allowances for ordinance in Table 147-C used? 0 Yes 63 No Complete the information below if additional lighting power allowances for ordinance requirements are used: The local jurisdiction having authority has officially adopted specific outdoor light levels, which are expressed as average or minimum footcandle levels, by following a public process that allowed for formal public notification, review, and comment about the proposed change. The local jurisdiction having authority which adopted specific outdoor light levels and has notified the Commission by providing the following materials required §10-114(f) to the Executive Director. C. ACCEPTANCE FORMS 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, OLTG-2A. 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 OLTG-2A form is not considered a complete form and is 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 OLTG-2A for each different lighting luminaire control(s) must be provided to the owner of the building for their records. Certificate of Acceptance Luminaires Controlled OLTG-2A1 Qty. of Equipment Requiring Testing Description Like Controls Location Outdoor Lighting Acceptance Tests Photo Cell Controls Site Lighting Photo Cell 11 Meter Pedestals Contractor 1. Insert: OMS for Outdoor Motion Sensor; OLSC for Outdoor Lighting Shutoff Controls; OP for Outdoor Photocontrol; ATS for Astronomical Time Switch; and, STS for Standard (non-astronomical) Time Switch acceptance. EnergyPro 5.1 by EnergySoft User Number: 1562A RunCode: 2012-03.26T18:54:40 ID: 12-059 Page 6 of ii CERTIFICATE OF COMPLIANCE (Part 4 of 4) OLTG-1C Project Name Date Vita/ia Poinsettia Place (New Outside Lighting) 312612012 ALLOWED AND INSTALLED OUTDOOR LIGHTING POWER Lighting Wattage Power Allowance A Lighting power allowance for general hardscape (from OLTG-2C Page 1 of 3) 7,564 B Specific application lighting wattage allowance per unit length (from OLTG-20 Page 1 of 3) 0 Specific application lighting wattage allowance for ornamental lighting (from OLTG-20 Page 1 of 3) 0 D Specific application lighting wattage allowance per application (from OLTG-20 Page 2 of 3) 0 E Specific application lighting wattage allowance per area (from OLTG-20 Page 2 of 3) 0 F Specific application lighting wattage allowance for ordinance requirements (from OLTG-20 Page 3 of 3) 0 G Total Allowed Wattage = Sum of rows A through F: 7,564 H Total installed watts (from Compliance Fixture Schedule, (from OLTG-2C Page 1 of 3) 5,216 Complies if wattage in row H is less than or equal to the wattages in row G 21 Yes fl No DAVID C-4BEC Certified Oor,n Association of Bok1jnq Enegy LOOSuLntS . * NROB-07-3628 ' CALIFORNIA /,, David Schneider #R08-08-261 & #NR08-08-540 . 1' 'ES lD. EnergyPro 5.1 by EnergySoft User Number: 1562A RunCode: 2012-03-26T18:54:4 ID: 12-059 Page 7 of 11 OUTDOOR LIGHTING WORKSHEET (Part 1 of 3) OLTG-2C Project Name Vita/ia Poinsettia Place (New Outside Lighting) Date 3/26/2012 LIGHTING POWER ALLOWANCE FOR GENERAL HARDSCAPE AREA WATTAGE ALLOWANCE (AWA) LINEAR WATTAGE ALLOWANCE (LWA) INITIAL WATTAGE ALLOWANCE TOTAL GENERAL HARDSCAPE LIGHTING ALLOWANCE A B C D E F G H Illuminated Hardscape Area AWA Per Square Foot AWA (A X B) Perimeter Length of General Hardscape LWA Per Linear Foot LWA (D X E) IWA (Watts) C + F + G 26,753 0.092 2,461 1,757 0.920 1,616 770 4,848 11,074 0.092 1,019 1,845 0.9201 1,697 0 2,716 Enter total into OLTG-1C; Page 4 of 4; Row A; Lighting Power Allowance for General Hardscape 1 7,564 M Yes AWA, LWA, and IWA from Table 147-A was used as appropriate for the Outdoor Lighting Zone SPECIFIC APPLICATION LIGHTING WATTAGE ALLOWANCE PER UNIT LENGTH (Available only for sales frontage) DETERMINE WATTAGE ALLOWANCE LUMINAIRE TYPE DESIGN WATTS A B C D E F G H I J Specific Lighting Application Linear Foot of Frontage Sales Frontage Allowance for OLZ (Watts per LF) Wattage Allowance (B XC) Name or Symbol Luminaire Type Lumin QTY Watts Per Luminaire Design Watts (G X H) Allowed Watts Minimum of D or I Enter total into OLTG-1 C; Page 4 of 4; Row B; Specific Application Lighting Wattage Allowance Per Unit Length 0 SPECIFIC APPLICATION WATTAGE ALLOWANCE FOR ORNAMENTAL LIGHTING DETERMINE WATTAGE ALLOWANCE LUMINAIRE TYPE DESIGN WATTS A B C D E F G H I J Specific Lighting Application Square feet of Harscape Ornamental Lighting Allowance for OLZ (Watts per if2) Wattage Allowance (B X C) Name or Symbol Luminaire Type Lumin QTY Watts Per Luminaire Design Watts (G X H) Allowed Watts Minimum of D or I Enter total into OLTG-1 C; Page 4 of 4; Row C; Specific Application Wattage for Ornamental Lighting 0 EnergyPro 5.1 by EnergySoft User Number: 1562A RunCode: 2012-03-26T18:54:40 ID: 12-059 Page 8 of 11 CERTIFICATE OF COMPLIANCE (SIGN LIGHTING) (Part 1 of 4) SLTG-1C Project Name Date Vita/ia Poinsettia Place (New Outside Lighting) 312612012 Project Address Poinsettia Lane & Cassia Ave Carlsbad, CA 92008 Location of Sign 0 Outdoor Signs 0 Indoor Signs Phase of Construction 2 New Signs 0 Sign Alterations Type of Lighting Control 0 New Lighting Controls 0 Replaced Lighting Controls 0 Not Installing Lighting Controls This Certificate of Compliance includes the following components (check all that apply) 2 Mandatory Measures (Lighting Controls) 2 Maximum Allowed Lighting Power 0 Specific Lighting Sources 1. Certificate of Compliance Declaration Statement (this may be a C10, C45 or other eligible person) I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. I am eligible under the Division 3 of the California Business and Professions Code to accept responsibility for the lighting design. This Certificate of Compliance identities the lighting features and performance specifications required for compliance with Title- 24, Parts 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 Signature Milton. C. Niederhaus Company Phone Nate Mullen Visual Concepts, LLC 858-278-4503 Address 7343 Ronson Road, Suite "1" License # (ma be contractors lic #) -.' City/State/Zip San Diego, CA 92111 Date 2. Installation Certificate (to be signed by responsible person after installation) Permit number Check by/Date (Enforcement Agency Use) (Enforcement Agency Use) Installation Declaration statement I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. I am eligible under the Division 3 of the Business and Professional Code to accept responsibility for construction, or an authorized representative of the person responsible for construction. I certify that the installed features, materials, components, or manufactured devices identified on this certificate conforms to all applicable codes and regulations, and the installation is consistent with the plans and specifications approved by the enforcement agency. I certify that the requirements detailed on this Certificate of Compliance have been met. I will ensure that a completed, signed copy of this Installation Certificate shall be posted, or 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 signed copy of this Installation Certificate is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name Responsible Person's Name Responsible Person's Signature License # (may be contractor's lic #) Date Signed Position With Company EnergyPro 5.1 by EnergySoft User Number.' 1562A RunCode: 2012-03-26T18:54:40 ID: 127059 Page 9 of 11 CERTIFICATE OF COMPLIANCE (SIGN LIGHTING) (Part 2 of 4) SLTG-1C Project Name Date Vita/ia Poinsettia Place (New Outside Lighting) 3/26/2012 3. Mandatory Sign Lighting Controls NOTES: The Mandatory Measures (sign lighting controls) are required for compliance with the sign lighting Standards. The same responsible person may install both the sign and the sign lighting controls, or a different responsible person may install the sign lighting controls than the responsible person installing the sign. If the person responsible for installing the sign is not also responsible for the sign lighting controls, then the owner of the sign, general contractor, or architect shall be responsible to have the sign lighting controls installed. If more than one person has responsibility for compliance, each person shall prepare and sign a Certificate of Compliance and an Installation Certificate applicable to the portion of construction for which they are responsible; alternatively, the person with chief responsibility for construction shall prepare and sign the Certificate of Compliance Declaration Statement for the entire construction. 3a. Statements of Responsibility: The person signing the Certificate of Compliance Declaration Statement shall check Yes or No for all of the following statements: 1 I have responsibility for installing the sign lighting controls 0 Yes, complete parts 3a and 3b of this form 0 No, complete part 3a of this form 2 There are no existing sign lighting controls and I will be installing compliant sign lighting controls 11 Yes 0 N There are no existing sign lighting controls and someone else will be responsible to install compliant sign lighting controls DYes 0 N There are existing sign lighting controls that do not comply with the applicable provision of §119 and §133 and I will be installing 4 compliant sign lighting controls DYes 0 N There are existing sign lighting controls that do not comply with the applicable provision of §119 and §133 and someone else 5 will be responsible to install compliant sign lighting controls DYes 0 N 3b. Mandatory Sign Lighting Controls The person signing the Certificate of Compliance Declaration Statement shall answer all of the following questions if they are responsible for complying with the sign lighting control requirements. If there are construction documents, indicate where on the building plans the mandatory measures (sign lighting control) note block can be located: 1 §133(a)1. All indoor sign lighting is controlled with an automatic time switch control that complies with Y N NA the applicable requirements of §119. 0 0 0 §133(a)1 and 2. All outdoor sign lighting is controlled with an automatic time switch control plus a photo Y N NA 2 control, or an outdoor astronomical time switch, that comply with the applicable requirements of §119. 0 0 0 Exception to §133(a)2. Outdoor signs in tunnels or large covered areas that require illumination during Y NA daylight hours. 0 0 §133(a)3. All outdoor signs are controlled with a dimmer that provides the ability to automatically reduce Y N NA sign power by a minimum of 65 percent during nighttime hours. 0 0 0 Exception 1 t §133(a)3. Signs illuminated for less than one hour per day during daylights hours. Y NA 3 0 0 Exception 2 to §133(a)3. Outdoor signs in tunnels or large covered areas that require illumination during Y NA daylight hours. 0 0 Exception 3 to §133(a)3. Only metal halide, high pressure sodium, cold cathode, or neon lamps used for Y NA illuminating signs or parts of signs. 0 0 §133(a)4. An Electronic Message Center (EMC) having a new connected lighting power load greater than 15 kW has a control installed capable of reducing the lighting power by a minimum of 30 percent Y N o NA o 4 when receiving a demand response signal that is sent out by the local utility. Exception to §133(a)4. EMC required by a health or life safety statue, ordinance, or regulation, including Y NA but not limited to exit signs and traffic signs. 0 0 Field Inspector Notes: EnergyPro 5.1 by EnergySoft User Number: 1562A RunCode: 2012.03.26T18:54:40 ID: 12-059 Page 10 of 11 CERTIFICATE OF COMPLIANCE (SIGN LIGHTING) (Part 3 of 4) SLTG-1C Project Name Date Vita/ia Poinsettia Place (New Outside Lighting) 312912012 4. Maximum Allowed Lighting Power Method of Compliance Certificate of Compliance and Field Inspection Energy Checklist Complete this part if there are signs using the maximum allowed lighting power method of compliance. (Complete part 5 of this Certificate of Compliance if there are signs using the Specific lighting sources method of compliance) A B C D E I F G H I i Allowed Watts Design Complies? Watts YIN 0.0 Li. 0.. E - CO '-0 o o < - z. 0 -- .=:L'i .•j 11 2 D c vi 1 0. .2 U) Ow Q_.•_ - C00 0. 0 Sf2 E Description .0 I 9 - >C W - 0 = w -.- = < .t2 E 0 0 E Monument Sign 0 56 Ext 2.3 129 36 y 0 E Monument Sign 0 56 Ext 2.3 129 36 Y 0 0 0 o o cJ• o 0 0. 0 o o o Cl A Symbol or code used on the plans (when plans are required) and other documents. B A narrative description of the sign, or location of sign on the building; and the location of sign on construction documents. OPTIONAL - Check this box only if this sign has a permanent, pro-printed, factory-installed label, listed with Underwriters Laboratory (UL) or other testing laboratory accredited by the National Voluntary Laboratory Accreditation Program (NVLAP) or International Standards Organization (ISO) 17025 in accordance with ISO/lEO 17011 with the products produced under an ongoing inspection program carried out C by a Type A inspection body in accordance with ISO/lEO 17020, confirming that the sign complies with the Section 148 of the California 2008 Title 24, Part 13 Standards, using the Maximum Allowed Lighting Power method of compliance. For signs with such a label, columns D' through 1' are not required to be filled out. Note: using a label is an optional method to validate compliance. A label is not needed for compliance. D The sign area in square feet. E List "I' if the sign is internally illuminated. List "E" if the sign is externally illuminated. F Allowed watts per square foot. Enter 12 it the sign is listed as "I" in column E. Enter 2.3 if sign is listed as 'E"in column E. G Multiply the square footage in column D times the allowed Lighting Power Density (LPD = watts) in column F. H Show the total installed watts in the sign, as determined according to the applicable provisions of §130(d or o). I Enter Y if the number in column H is less than or equal to the number in column G. Otherwise, the sign does not comply. J This page doubles as a field inspection checklist. Field Inspector Notes: EnergyPro 5.1 by EnergySoft User Number: 15624 RunCode: 2012-03-29T16:55.35 ID: 11-181 Page 3 of 3 CB120853 1685 FAIRLEADAV MP VOSCANA-(FORMERLY VITALIA CONDOS & FLATS) SITE IMPROVEMENTS- 1 OVERHEAD STUCTURE - gET HIGH @ ENTRY MONUMENT 2 ENTRY GATES- 61" HIGH@ GENOA LN. 1 OVERHEAD STRUCTURE IN OPEN SPACE AREA NEAR BUILDING #6,15 STREET LIGHTS, 4 PEDESTRIAN LIGHTS 83 BOLLARD LIGHTS, 20 TRELLIS LIGHTS & 8 LIGHTS FOR MONUMENT SIGNS MISC OTHER I ntil SHFAHOMFS INC ucv Approved Date - By I BUILDING &/( 'T ENGINEERING FIRE Expedite? V N 51 1 7 AFS Checked by. HazMat APCD Health Forms/Fees Sent ReCd Due? By Fire V N HazHeaIthAPCD If PE&M School V N Sewer Y Stormwater YN Special Inspection Y LandUse: CID- V N Density: ImpArea: FY: Annex: Factor: IPFF V N Comments Date Date Date Date Building 5,JP,li 7(/2J, Planning i/itift Engineering Fire Need? U Done U Done U Done L3 Done UDone I .5(!t /t w/ s/,1u.. cl:Lr cFC. fL-.3 40 CLf'- 661~ /fl2u7 7/(/,Z 7jRii La—