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Home My WebLink About2659 GATEWAY RD; 101; CB091963; Permit01-20-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB091963 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2659 GATEWAY RD CBAD St: 101 Tl Sub Type: 2131911900 Lot#: $205,860.00 Construction Type: Reference #: TOMMY V'S RESTARAUNT-4380 SF SHELL TO RESTARAUNT COMM 0 5B Applicant: VIKING COMMERCIAL CONSTRUCTION 1825 ASTON AV CARLSBAD CA 92008 760 931 9990 Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: Owner: LNR CPI BRESSI RETAIL L L C C/O LNR PROPERTY CORP 4350 VON KARMAN AVE #200 NEWPORT BEACH CA 92660 ISSUED 11/23/2009 RMA 01/20/2010 01/20/2010 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $1,031.77 $0.00 $670.65 $0.00 $0.00 $43.23 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $8.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (31 05540) PFF (4305540) License Tax (31 041 93) License Tax (4304 193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $3,746.65 $0.00 $0.00 $0.00 $5,022.08 $0.00 $286.00 $210.00 $56.50 $0.00 $943.92 $0.00 $0.00 ?? $12,018.80 Total Fees:$12,018.80 Total Payments To Date:$12,018.80 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: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 file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. C i TY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax: 760-602-8558 www.carlsbadca.gov DESCRIPTION OF WORK: Include Square Feet of Affected /»rea(s) CONTACT NAME (If Different Font Applicant) (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 theappjicant 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 theBusiness 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 acivil penalty of not more than five hundred dollars {$500}). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: C3 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. JJiave and will maintain workers' compensation, as required bySection 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. ^rfrVTly r"L//V^J Policy No. ($QQ\)'^ JP"* *2-4)Op Expiration Date _ This section need not be completed if the permit is for one hundred dollars ($100) or less. O Certificate of Exemption: I certify that in tbeiperforpjljjce of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure wonjrersVdompeiisation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damj^es^provided for in Section 3706 of the Labor code, interest and attorney's fees;. JS$ CONTRACTOR SIGNATURE DATE / hereby affirm that I am exempt from Contractor's License Law for the following reason: n 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). D 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). D I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes D No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ^g^PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? a Yes d No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CD Yes D No Is tt>? facility to be constructed within 1,000feetoftheouterboundaryofaschoolsite? OYes ONo IF A^Y OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I 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 Die City of Carlsbad to enter upon the above mentbned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within APPLICANT'S SIGNATURE DATE City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Li Plan Check #: Permit*: CB091963 Project Name: TOMMY V'S RESTARAUNT-4380 SF SHELL TO RESTARAUNT Address: 2659 GATEWAY RD #101 Contact Person: DENNIS Phone: 7605292468 Sewer Dist: CA Water Dist: CA 04/23/2010 Permit Type: Tl Sub Type: COMM Lot: Comments: City of Carlsbad Bldg Inspection Request For: 04/28/2010 PermiW CB091963 Title: TOMMY VS RESTARAUNT-4380 SF Description: SHELL TO RESTARAUNT Inspector Assignment: TP 2659 GATEWAY RD 101 Lot: Type:TI Subtype: COMM Job Address: Suite: Location: APPLICANT VIKING COMMERCIAL CONSTRUCTION Owner: Remarks: P M PLEASE Phone: 7605292468 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: DENNIS Entered By: CHRISTINE Act Comments Comments/Notices/Holds Date 04/23/2010 04/15/2010 04/15/2010 04/14/2010 04/14/2010 04/14/2010 04/14/2010 04/14/2010 04/08/2010 03/18/2010 03/08/2010 03/01/2010 34 Rough Electric 44 Rough/Ducts/Dampers 44 Rough/Ducts/Dampers 84 Rough Combo 44 Rough/Ducts/Dampers 17 Interior Lath/Drywall 14 Frame/Steel/Bolting/Welding Act CA PA NR AP AP AP AP AP CO AP AP NR Comments BY DENNIS FOR MTR REL. Associated PCRs/CVs Original PC# PCR10015 ISSUED TOMMY V'S-METAL STUD GAUGE; NOTE ELIMINATED,P1CK POINTS FOR CUBE CE PCR10023 ISSUED TOMMY VS RESTAURANT-REVISE; NON-BEARING DECORATIVE POST ATTACHMI Inspection History Description 89 Final Combo 23 Gas/Test/Repairs 29 Final Plumbing 14 Frame/Steel/Bolting/Welding 24 Rough/Topout CLNG LITES DUCTS GREASE DUCT FIRE WRAP T-CEIL GREASE DUCT WELD INSP PRIOR TO FIRE WRAP Insp TP TP TP TP T-CLNG TP TP TP TP TP TP TP TP City of Carlsbad Bldg Inspection Request For: 04/28/2010 Permit* CB091963 02/22/2010 17 Interior Lath/Drywall AP TP 02/18/2010 23 Gas/Test/Repairs PI TP 02/17/2010 23 GasrTest/Repairs CO TP 02/16/2010 14 Frame/Steel/Bolting/Welding PA TP 02/16/2010 34 Rough Electric AP TP 02/12/2010 14 Frame/Steel/Bolting/Welding PA PD 02/12/2010 24 Rough/Topout AP PD 02/01/2010 11 Ftg/Foundation/Piers AP TP 02/01/2010 12 Steel/Bond Beam AP TP 01/28/2010 21 Underground/Under Floor AP TP 01/28/2010 22 Sewer/Water Service AP TP 01/28/2010 31 Underground/Conduit-Wiring AP TP Inspector Assignment: TP START 24 HR TEST FAILED TEST FRM CORR./REV. DTL. WALLS SLAB PREP @ PLUMB TRNCHS & (4) PATIO COVER FTGS EsGil Corporation In (Partnership with government for Quitting Safety DATE: 1/14/10 Q APPLICANT a JURIS. JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O9-1963 SET: III PROJECT ADDRESS: 2659 Gateway Rd Suite 101 PROJECT NAME: Tomaso's Restaurant - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI 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. The applicant's copy of the check list has been sent to: X] 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: ) Fax #: Mail Telephone Fax In Person X| REMARKS: Applicant requests deferred submittal for the installation of the Fire Pit and Suspended Ceiling soffit. Applicant to hand carry the plans directly to the City of Carlsbad this does not assure a permit will be issued the city may have other corrections. By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D PC 1/13/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (Partnership -with (government for (BuiCtfing Safety DATE: 1/5/1O OAEELIQANT JURISDICTION: City of Carlsbad OTPLAN REVIEWER a FILE PLAN CHECK NO.: O9-1963 SET: II PROJECT ADDRESS: 2659 Gateway Rd Suite 1O1 PROJECT NAME: Tomaso's Restaurant - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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. The applicant's copy of the check list has been sent to: Viking Commercial Construction / Bill Larson 1825 Aston Ave, Carlsbad, CA 92008 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: Bill Larson Telephone #: 760-931 -9990 Date contacted://^/^(by^^ Fax #: 760-931-9955 Mail^/x Telephone Fax ^ In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation n GA n EJ n PC 12/28/09 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 City of Carlsbad O9-1963 1/5/10 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. All sheets of the plans must be signed this included the kitchen and hood plans. 4. Provide a section view of the new soffits. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". Please provide the listing and installation information for the wood laminate ceiling. b) Method of attaching top to the structure and lateral bracing. c) Show height of the soffit from floor, soffit to roof framing or floor framing. 12. Please review the requirements, revise the roof plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. Please revise sheet to comply with the policies and procedures (duct work is not permitted to be run on the roof) 13. Please provide the listing and installation information for the new fire pits. Please show the total BTU's, indicate the required clearance to combustibles (including overhead) and indicate they requirements on the plans. No information provided. 14. Please provide a separate employee restroom per section 412.6 of the UPC. Please revise the plans to show the restroom disabled accessible. See comments at the end of the document. City of Carlsbad O9-1963 1/5/10 •17. Please revise the gas line to show the fire pits and indicate the piping method to the pit per section 1211.1.6. The gas line is shown under the building, please correct the plans. 19. Please complete the LTG-1 -C part 2 of 4 mandatory automatic controls portion of the LTG-1-C forms. The form is still not completed. 21. Please provide complete ENV documents for the new glass roll-up door per the Energy Code section 143(a) 7. Please have the principle envelope designer sign the imprinted document. 23. Please revise the men's accessible stall to provide the required clearance at the stall door. See the attached detail. The men's accessible stall does not provide the required clearances and the stall door now swings into the required clear floor space of the urinal. 24. Please revise the plans to show where food or drink is served at a counter exceeding 34" in height for the consumption by customers seated or standing at the counter, a portion of the main counter which is 60" in length minimum shall be provided in compliance with Section 1122B (28" to 34" in height).Please revise the plans to show a portion of the counter to be accessible. A folding or flip up counter may only be used when a finding of Unreasonable hardship is found by the Building Official. 1. Please revise the new employee restroom to be disabled accessible. Show that the water closet is located in a space, per Section 1115B.3.2.3, which provides: a) A minimum side clearance of either: i) >28" from a fixture. This clearance shall extend all the way to the rear wall. Section 1115B.4.1.1. This will generally require the toilet room to be 7' wide (along the rear wall) by 6'-6" in the other direction. b) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 1115B.4.1.2. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: City of Carlsbad 09-1963 1/5/10 Yes Q No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. EsGil Corporation In (Partnership with government for (Buitding Safety DATE: 12/3/O9 p_AEPJJCANT _ JURIj JURISDICTION: City of Carlsbad "cTPLAN REVIEWER Q FILE PLAN CHECK NO.: 09-1963 SET: I PROJECT ADDRESS: 2659 Gateway Rd Suite 101 PROJECT NAME: Tomaso's Restaurant - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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. XI 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. XI The applicant's copy of the check list has been sent to: Viking Commercial Construction / Bill Larson 1825 Aston Ave, Carlsbad, CA 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bill Larson Telephone #: 760-931-9990 Date contacted:/2/^ ' •(&&&} Fax #: 760-931-9955 Mail Telephone y Fax ^In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D PC 11/24/09 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 •* (858)560-1468 + Fax (858) 560-1576 City of Carlsbad O9-1963 12/3/09 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: O9-1963 OCCUPANCY: A2 TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/23/09 DATE INITIAL PLAN REVIEW COMPLETED: 12/3/09 JURISDICTION: City of Carlsbad USE: Restaurant ACTUAL AREA: 4380sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 222 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/24/09 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in 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 2007 CBC, which adopts the 2006 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 2006 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. City of Carlsbad 09-1963 12/3/09 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 2. Provide evidence of Health Department approval (for restaurants), where regulated by the local Health Department. 3. Please provide a wall legend, indicate on the plans the wall type and reference the appropriate construction details. 4. Provide a section view of the new soffits. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) Method of attaching top to the structure and lateral bracing. c) Show height of the soffit from floor, soffit to roof framing or floor framing. 5. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the new trellis. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 6. Please provide a section of the new patio site wall in the outside dining area. 7. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. City of Carlsbad 09-1963 12/3/09 c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a %" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 8. Please provide an equipment schedule. 9. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed. Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section A106.1.1. 10. Please provide the listing and installation recommendations for the new pizza oven. Show the required combustion air, make-up air and venting requirement. 11. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II • Provide the UL listing card showing the exhaust sizing requirements used for the hoods. • Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 • Show the required replacement air for each kitchen hood. Include an air balance schedule. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC 511.3 • Clearly show the material used to construct the hood and exhaust duct. UMC Section 508.1.1 • Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 • Detail the slope (1/47foot/minimum) on the horizontal grease duct back towards the hood. UMC 510.1.4. • Show the required cleanouts for the grease duct: At changes in direction and • Horizontal ducts require at least one 20 X 20" opening for personnel entry. 12. Please review the requirements, revise the roof plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. City of Carlsbad 09-1963 12/3/09 13. Please provide the listing and installation information for the new fire pits. Please show the total BTU's, indicate the required clearance to combustibles (including overhead) and indicate they requirements on the plans. 14. Please provide a separate employee restroom per section 412.6 of the UPC. 15. Please revise the plumbing plans to show the required clean-outs per section 707 of the UPC at all upper terminals. 16. Please correct the gas isometric to be consistent with the gas plans and show the branch with a 786CFH demand to be 2 1/2 "and not 1 VS. 17. Please revise the gas line to show the fire pits and indicate the piping method to the pit per section 1211.1.6. 18. Please revise the electrical plans to be consistent with the mechanical plans and show exhaust fans 2,3 and 4 on the roof and show the circuits feeding these fans. 19. Please complete the LTG-1 -C part 2 of 4 mandatory automatic controls portion of the LTG-1-C forms. 20. Please have the principle designer check the appropriate box(s) and complete the Statement of Compliance System Acceptance section of the LTG-1-C part 4 of 4 documents to indicate the person responsible for providing the required forms. 21. Please provide complete ENV documents for the new glass roll-up door per the Energy Code section 143(a) 7. 22. Show a level area, or landing at the wine room, per Section 1133B.2.4.2: a) >48" in the direction opposite the door swing. City of Carlsbad O9-1963 12/3/09 23. Please revise the men's accessible stall to provide the required clearance at the stall door. See the attached detail. 59" MIN. AT FLOOR-MOUNTED W.C. WHEN DOOR SWINGS IN 56" MIN. AT WALL-MOUNTED W.C. WHEN DOOR SWINGS IN 54" MIN. FLUSH ACWATOR ON WIDE SIDE 24. Please revise the plans to show where food or drink is served at a counter exceeding 34" in height for the consumption by customers seated or standing at the counter, a portion of the main counter which is 60" in length minimum shall be provided in compliance with Section 1122B (28" to 34" in height). City of Carlsbad 09-1963 12/3/09 25. Show that dining, banquet and bar facilities are accessible, per Section 1104B.5, as follows: a) Fixed seating, counters and/or tables shall comply with Section 1104B.5.4 as follows: i) Wheelchair access is required to all areas where each type of functional activity occurs. ii) Each dining, banquet and bar area shall have one wheelchair seating space for each 20 seats, with >1 space per functional area. b) Access to these seats shall be by main aisles >36" in clear width. c) Accessible seats are integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No a The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad O9-1963 12/3/09 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 09-1963 PREPARED BY: Doug Moody DATE: 12/3/09 BUILDING ADDRESS: 2659 Gateway Rd Suite 101 BUILDING OCCUPANCY: A2 TYPE OF CONSTRUCTION: VB BUILDING PORTION Tl Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 4380 cb Valuation Multiplier 46.56 By Ordinance Reg. Mod. VALUE ($) 203,933 203,933 Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: [2 l~1 Repetitive Fee "^~| Repeats Complete Review D Other r—1 Hourly EsGil Fee Structural Only Hr. @* $1,024.49 $665.92 $573.71 Comments: Sheet 1 of 1 macvalue.doc + City of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST DATE: \lj £41 09 BUILDING ADORES CB PROJECT DESCRIPTION:•*" j ASSESSOR'S PARCEL NUMBER: ^ ^e$Ti ^(0 DUJJtAK)T \ \_ ; 9 ESV.VALUE: 2'b^5/ <L_i>£ ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT ATTACHMENTS D Dedication Application/Checklist D Encina Wastewater Screening Survey D Encroachment Application/Checklist D Final Map (Reference) D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D Right-of-Way Permit Submittal Checklist and Information Sheet D Storm Water Compliance Forms [] Other ENGINEERING DEPARTMENT CONTACT PERSON Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 Fax: (760)602-1052 Email: Linda.Ontiveros@carlsbadca.gov CFD INFORMATION Reference No(s): Lot No.: Recordation: Subdivision/ Carlsbad Tract: 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2720 • FAX (76O) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow B. Existing & Proposed Structures C. Existing Street Improvements D. Property Lines E. Easements D 2. Show on site plan: F. Right-of-Way Width & Adjacent Streets G. Driveway widths H. Existing or proposed sewer lateral I. Existing or proposed water service J. Existing or proposed irrigation service A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION \ BUILDING PLANCHECK CHECKLIST 3RD DISCRETIONARY APPROVAL COMPLIANCE D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. CH [U EH 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS U C] 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. ^ J —' Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 7z x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: __ Date: _ IMPROVEMENT REQUIREMENTS GM EH L~H 6a. All needed public improvements upon and adjacent to the building site must be ' constructed at time of building construction whenever the value of the construction exceeds $ 82.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: BUILDING PLANCHECK CHECKLIST ST1 D NO2 D RD3' D IMPROVEMENT REQUIREMENTS continued 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: D D D 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by:Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. D D D/ D D D D D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export). This information must be included on the plans. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d .No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. A ST pND o BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS D D RIGHT-OF-WAY PERMIT 8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see requirements, visit our website: www.carlsbadca.gov/engineering Right-of-Way permit required for: D INDUSTRIAL WASTE PERMIT 9. If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad of Carlsbad, Development Services Division, located at 1635 Faraday Avenue, Carlsbad, CA 92008. City Staff can provide forms and assistance. You may telephone (760) 602-2750 for assistance NPDES PERMIT 10. Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. D STORM WATER COMPLIANCE 10a. Q Requires Project Storm Water Permit: PSP Q Tier I/Tier II (Requires SWPPP) - Please complete attached forms A No threat - Please complete attached Storm Water Exemption form / \2f D D DEVELOPMENT FEES 11. /r® Required fees ace_attachexL ^ v^^ t^ Q More information needed ^y, p | O\0 Nofeesrequired A) BUILDING PLANCHECK CHECKLIST , ST ,RD WATER METER REVIEW ^2a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units receive "standard" V service with 5/8" meter. • All residential units that need to be fire sprinkled receive a ^" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). NOTE: Upon declaration of Drought Response Level 3 condition, no new potable water service shall be provided and no new temporary meters or permanent meters shall be provided. See Ordinance 44 for more information. 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: STA1+00 Install 2" service and 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, the landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD WATER METER REVIEW continued 12b. Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line fy D D 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this. D D D 13. Additional Comments: a a ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant, alculation based on b,uj|ding plancheck plan submittal. Bldg. Permit IS by:Prepared by:Date: EDU CALCULATIONS: List types and square footaaes for all uses. Types of Types of Use? Types of Use: Types of Use: : Ls Sq. F Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: EDU's: f EDU's: EDU's: EDU's: APT CALCULA TIONS: List.types and square footaoes for all uses. Types of Use; Types of Types of Use: Types of Use: Sq. Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: ADT's: ADT's: ADT's: ADT's: FEES REQUIRED/ WITHIN CFD: [/YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT FEE/UNIT: X NO. UNITS: = $ 2. TRAFFIC IMPACT FEE ADT's/UNITS: D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 ADT's/UNITS: X FEE/ADT: DIST. #2 DIST. #3 D 4. FACILITIES MANAGEMENT FEE UNIT/SO. FT.: 5. SEWER FEE EDU's: ZONE: X FEE/SQ.FT./UNIT:= $ BENEFIT AREA: EDU's: *' D 6. DRAINAGE FEES PLDA : ACRES: D 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE X FEE/EDU: X FEE/EDU: HIGH X FEE/AC: .. 4-39. /LOW = $ METER FEE SDCWA FEE IRRIGATION \FARMER\KATHY\MASTERS\FEE CALCULATION WORKSHEET.doc2008.doc Rev. 7/14/00 PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 09-1963 DATE 11/24/9 ADDRESS 2659 Gateway Rd RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER PLANNER Chris Sexton ENGINEER DATE 11/24/9 DATE T H:\ADMIN\COUNTER/PLAN1NG/ENCINEER1NG APPROVALS Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 01-19-2010 Reviewed by: Q^LA Name: VIKING COMMERCIAL CONSTRUCTION Address: 1825 ASTON AV CARLSBAD CA 92008 BLDG.OEPTCG;V Permit #: CB091963 Job Name: TOMMY V'S RESTARAUNT-4380 SF Job Address: 2659 GATEWAY RD CBAD St: 101 INGJOMPLETE The item you have submitted for review is jncomplete. At this time, this office cannot and/or standards. Please review carefully aJL^jppBiBPRKPease resubmit the necessary plans arjl/crr^|R!cifiGations, with changes "clouded", Conditions: Cond: CON0003796 [NOT MET] 1. Sheet TS - Include California Fire Code, 2007 Edition to government code section. 2. Add the following note or similiar to "Notes Section" "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon systems and other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" 3. Add note for general contractor to provide maximum occupant load sign. This shall be hung at the main entrance. 4. Obtain special use permit from Carlsbad Fire Department for assembly occupancy use. Submit 8.5 X 11 seating plan for main dining and patio dining. Application attached. 5. Provide seating arrangement for all areas. This shall exceed the occupant loads calculated. 6. Sheet A4.1 - Lighting fixture, center detail #3 shall not obstruct sprinkler discharge pattern. If required, per NFPA 13, coverage shall be provided underneath. 7. Sheet E-2 - Add sufficient EM lighting to Dining 2, main entry and patio area. 8. Door 1.02 or 1.01 can be keyed from the interior. Only main exterior door or doors are permitted ^p be equipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.6. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. Entry: 12/23/2009 By: cwong Action: CO Cond: CON0003827 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 01/19/2010 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 01-20-2010 Reviewed by: fl/lxO (T~l Name: VIKING COMMERCIAL CONSTRUCTION Address: 1825 ASTON AV ,-..?: p*X1^ CARLSBAD CA ' 92008 Permit #: CB091963 Job Name: TOMMY V'S RESTARAUNT-4380 SF Job Address: 2659 GATEWAY RD CBAD St: 101 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003796 [NOT MET] 1. Sheet TS - Include California Fire Code, 2007 Edition to government code section. 2. Add the following note or similiar to "Notes Section" "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon systems and other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" 3. Add note for general contractor to provide maximum occupant load sign. This shall be hung at the main entrance. 4. Obtain special use permit from Carlsbad Fire Department for assembly occupancy use. Submit 8.5 X 11 seating plan for main dining and patio dining. Application attached. 5. Provide seating arrangement for all areas. This shall exceed the occupant loads calculated. 6. Sheet A4.1 - Lighting fixture, center detail #3 shall not obstruct sprinkler discharge pattern. If required, per NFPA 13, coverage shall be provided underneath. 7. Sheet E-2 - Add sufficient EM lighting to Dining 2, main entry and patio area. 8. Door 1.02 or 1.01 can be keyed from the interior. Only main exterior door or doors are permitted to be e lipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.6. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. Entry: 12/23/2009 By: cwong Action: CO Cond: CON0003827 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 01/19/2010 By: cwong Action: AP Cond: CON0003831 [MET] *** Per Fire Marshal Weigand - Open Flame shall not be allowed in A occupancy (CFC 308) Therefore, all references to the open fire pit shall not be considered part of this approved permit. As noted on the cover sheet, a deferred submittal shall be required if reconsideration is desired. **** Entry: 01/20/2010 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 12-23-2009 Reviewed by: C-iAj Ox Name: VIKING COMMERCIAL CONSTRUCTION Address: 1825 ASTON AV CARLSBAD CA 92008 BLDO. DEFT COPY Permit #:CB091963 Job Name: TOMMY V'S RESTARAUNT-4380 SF Job Address: 2659 GATEWAY RD CBAD St: 101 INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0003796 [NOT MET] 1. Sheet TS - Include California Fire Code, 2007 Edition to government code section. 2. Add the following note or similiar to "Notes Section" "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon systems and other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" 3. Add note for general contractor to provide maximum occupant load sign. This shall be hung at the main entrance. 4. Obtain special use permit from Carlsbad Fire Department for assembly occupancy use. Submit 8.5 X 11 seating plan for main dining and patio dining. Application attached. 5. Provide seating arrangement for all areas. This shall exceed the occupant loads calculated. 6. Sheet A4.1 - Lighting fixture, center detail #3 shall not obstruct sprinkler discharge pattern. If required, per NFPA 13, coverage shall be provided underneath. 7. Sheet E-2 - Add sufficient EM lighting to Dining 2, main entry and patio area. 8. Door 1.02 or 1.01 can be keyed from the interior. Only main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.6. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. Entry: 12/23/2009 By: cwong Action: CO \ 0 \ * STRUCTURAL CALCULATIONS Tomaso's Restaurant Bressi Ranch Shopping Center, Carlsbad, CA Building Department Submittal December 18,2009 Prepared for: PQ Design PO Box 262163 San Diego, CA 92196 Project Number 09-155 17900 Skypark Circle, Suite 100 * Irvine * California • 92614 • Tel949.250.3150 • Fax 949.203.0450 Project:Tomaso's Restaurant Address: Bress Ranch Shopping Center Carslbad, CA „«*-. "'Vs.. Scope of work New Exterior Trellis Geographic Data and Seismic Parameters Latitude: 33.13° Longitude:-117.25° ••* <*.. Lake San Marcos G.C. Job No.: 09-155 eer: JobHo. Page Ho: of Dt 4 XL (LLrZo t L- \ OL > LL-. L ; i. ' V V V ^ U ~JU — . — -~ - , ,, uM *^ ' — , U —If 17900 Skypork Circle, Suite 100, Irvine, CA 92614 I P 949-250-3)50 I F 949-203-0450 I www.gcsfructural.com Woodworks* LOADS: COMPANY Dec. 15, 2009 11:56 Joist PROJECT Design Check Calculation Sheet Sizer 8.2 Load Loadl I,oad2 Type Dead Roof cons:tr. •Tributary Width (in) D"Gr" *" Distribution Full Area Full Area Pat tern Mo Yen Location [tt] Start End Magnitude Start "nd 12.00 (16.0)* 20.00 (16.0'i* Unit os r £St MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in): 0' Unf actored: Dead Other Factored: Total Bearing: Load Coxb Length Cb tfC 0 .00 0.00 171 196 357 #5 0.50* 1.75 *Min. bearing length for joists is 1/2" for intermediate supports I 12'-r US 0 . 50* 1 , 7 5 0 .00 o. c o! Lumber-soft, D.Fir-L, No.2,4x10" Roof joist spaced a! 16" c/c; Self-weight of 7.69 plf included in loads; Lateral support: top= at supports, bottom= at supports; Repetitive factor; applied where permitted (refer to online help); Analysis vs. Allowable Stress (psi) and Deflection (in) using NOS 2005: Criterion Shear Bending (+) Bending ( - ) Interior Live Total Can til. Live Total Analysis Value fv = 11 fb = 165 fb , 20 0.02 = <L/999 0.05 = <L/999 -0.01 = <L/399 -0.02 = T.,/893 Deaign Value Fv ' = 225 Ffa' = 1513 Fb1 = 1547 0.36 - Cw/360 0.54 = j/240 0.12 = _,/180 0.18 -. j/120 Analysis/Design fv/FV = 0.05 fb/Fb' .- 0.11 fb/Fb' = 0.01 O.C6 0.09 0.10 0.13 ADDITIONAL DATA: FACTORS: F/E CD CM Ct Fv' 180 1.25 1.00 I-00 Pb'» 900 1.25 1.00 1.00 fb' • 900 1.25 1.00 1.00 Pep1 S25 - 1.00 1.00 E' 1.6 million 1.00 1.00 Brain' 0.58 raillicn 1.00 1.00 CL 0 .975 0 . 996 CF Cfu 1.200 I.00 1.200 1.00 Cr 1.15 1.15 l.CO 1.00 1.00 1 .00 1.00 .00 .00 .00 .00 .00 Cn 1 .00 1.00 1.00 Shear : LC |2 Bending (+) ; LC #4 Bend ing (-): T.C if 2 Deflection: LC 44 LC 14 V = 271, V design = 232 Ibs {pattern: L ) , M - 688 Ibs ft M « 8b Ibs-tt = D+Lr, - DfLr = D+Lr, - Q+-LI- (pattern: _L ) {live) = D+Lr {pattern: L ) (total) El = 369e06 ";b-in2 Total Deflection = 1.50 (Dead Load Deflection) f Live Load Deflection. D^dead L=Live S=snow W=wind I=inpacn jr=roof constr. Lc=concent rated All LC's are listed in the Analysis output Load Pattern: s=S/2, X=L+3 or LtLr, _=ao pattern load ir, chis span Load combinations: ASCE 7 05 DESIGN NOTES: 1, Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3 Sawn lumber bonding members shall be laterally supported according to the provisions of NDS Clause 4.4.1, 4 The ctitical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. 6. i £ ?'~ ^ *V!f r/» k —I/ LL 17900 Skypark Circle, Suite 100, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 I www.gcstruciural.com Woodworks" COMPANY Dec. 15.20091241 PROJECT Beam uesign i*neuK uaituiauuii oneei Sizer 8.2 LOADS: [ Load iLcaal | Load;: Type Dead Hoof con stir. Distribution Pull DDL •full UDL Pat tern No V*=" >:~ Location [tt] Magnitude Start End Start and j 74. 0 I 124 . 0 Unit j Pit Fit. . MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Uiifactored: Dead Other Total Load Comb Length Cb 0' 0 0 5*0 00 00 1 2'-9" 1829 2247 407S *B 0.50* 1 .75 11A 33'-3" 36' I 1829 2247 4076 #8 SO o.50* o.oo 1.^5 0.00 *Min. bearing length for beams is 1/2" for intermediate supports Timber-soft, D.Fir-L, No. 1, 8x16" Self-weight of 27.61 plf included in loads; Lateral support; top= full, bottom= at supports; WARNING; Member length exceeds typical stock length of 30.0 [ft] Analysis vs.Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Shear Bending { +• ) Beading { - ) Interior Live Total Cant i 1 . Live Total Analysis Value 0 1 -0 -0 fv -=41 fb « 1033 fb =34 65 = L/564 .41 = L/2S8 19 = L/176 .41 = L/81 Ceniqn Value Fv1 = 212 Fb' - 1637 Fb' = 1633 1.02 =• L/360 1.53 = L/240 0.18 = 1,/lBO 0.28 = L/120 Analysis /Design fv/FV' = 0.19 fb/Fb' = 0.63 fb/Fb1 = 0.02 0.64 0.93 1 .02 1 . 4 7 ADDITIONAL DATA: FACTORS: ?/S Fv ' 170 Fb'+ 1330 Fb'- 1350 Fcp' 625 3' 1.6 3mi.ii' 0,58 Shear : Sending ( + } : Bendinq!-) : Deflection: CD 1j_ l 25 25 25 CM 1 . 00 1 .00 I .00 1.00 mil] ion 1 .00 mill LC LC LC LC LC ; ion 1.00 fi!4 I j. f f2 *4 '4 - D+Lr - D+Lr = D+tr ^ D+Lr = D + Lr Ct 1 .00 1.00 1 CL CF Cfu - Cr Cfrt Ci Cn LC# 1.00 1 .CO 1.00 2 ..000 0.970 1.00 1-00 1.00 1.00 - 4 1.00 0.998 0.970 I . 00 I . 00 1.00 1.00 2 1.00 1.00 1.00 V ~ -. . 3441, V design = I. 00 1.00 1 .00 1. 00 - 4 1 .00 1. 00 - 4 3149 Ibs (pattern: L ), M = 2S3SO Ibs- ft M -8S3 lbs~:t (pattern: L ) (live) (pattern; L ! (total! HI - 3724eOfl Ib-in2 Total Deflection - D=dead L=L_i.ve All LC's are li:- Load Pattern: s=Load eoa\hin<: S = s J.. 50 (Dead I.,oad Deflection) + Li%re Load Deflection. 3 HOW W:-wind 1" = iTipact Lr^roof const r. Lc-concentrated >ted in the Analysis output 3/2, X-L+S or LtLr, =no pattern load in this span »t ions :A5JCE 7 05 DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5,5 requires that normal grading provisions bo extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. Woodworks COMPANY Dec. 15, 2009 12:49 PROJECT Post Design Check Calculation Sheet Sizcr8.2 LOADS: Load Loadl Load2 Type Sooi constr . Dead DistL'ibut ion Ax ial Ax i a I Pat tern Location [f-j Start End (Ecc. = 0.00"} (Ecc. - 0.00") Magnitude Start End 2700 3600 Unit- ies YDS MAXIMUM REACTIONS (Ibs): /VV/t —™ o Timber-soft, D.Fir-L, No.1, 8x8" Self-weight of 13.36 plf included in loads; Fixed base; Free top; Loadface = width(fc); Ke x Lb: 2.10 x 10.00= 21.00 [ft]; Ke x Ld: 2.10 x 10.00= 21.00 {ft}; 10' Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : Criterion Analysis Value Axial fc ~ 79 Axial Bearing fc = 79 Design Value Fc' - 387 ?c* = 1250 Analysis/Design £c"/Fcr = 0.20 fc/Fc* = 0.06 1 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL/CP CF Cfu Fc' 1000 1.25 1.00 1.00 0.310 1.000 Fc* 1000 1.2!:, 1.00 1.00 - 1.000 Axial : LC #2 = D+Lr, P = 4434 Ibs D-dead 1,-Live S=snow W=wind I = impact Lr=roof All LC'a are listed in the Analysis output Load combinations: ASCE 7 -05 Cr C£rt Ci L,CS 1.00 1.00 2 1.00 l.CO 2 censer. IiC=eoncentrated DESIGN NOTES: 1 . Please verify that the default deflection limits are appropriate for your application. i L1f£V9HHmSIP^^^^^^^Bli Do(e, j^^H ^•»3rliWf^^K^^^I"U^^""!tH8nra2WaS!8i5laaal*'J^^^B !^i^^BHIBIIIIIHlpHp^ppHIHHIpHHHpH fl|y|iit'("L • C . pb!s>T fefcAu^T P£s\f».iJ * i^ntvi,'' , \-i , to' -- - - A-t A ,| raic.' 7 i^/Vs,! ^ »-» ^"1 3bNo. oge Ko: of |L -?' - f «. P, 2. * /-/" I, I ^«'- f Lk^I±Li |^vs<= 17900 Skypork Circle, Suite 100, Irvine, CA 926)4 ) P 949-250-3150 I F 949-203-0450 I www.gcstructural.com Conternirinijs 43 Steles /8Wj ASCt 7 Standard I utitude >« iS.IZS Lorigituc? « -117-2$ Spyctrcl ^espo^so Arcelerct*ons Ss and SI ^s and SI = Mapped Specfal Acceleration Values SHc Clc^s B - fa - 1.8 ,Fv - 1.9 Oata ore holed on a 0.80'}5'}933977i?t<K5S2 dec) grid spuftng Ptfriod 5a (sec) (g) 0.; 1.8% <Ss, Site Class 8) 1,0 »,41') (SI, Site Class B) Conterrinou^ 48 Stctej, ?.80S ASCF 7 Standard Latitude -, 33.128 iongitudc « -117.25 Spectral Ker.pon.se Accelerations SM'S and 5M1 Stfs - fa x Ss end SMI „ Fv x S3 Site Class D - Fa ~ l.fi&l ,Fv . 1.585 Period So 0.2 1.164 CSMs, Site Class D) 1.8 ».6b8 (SMI, Site Class D) Conterri nosJS 48 Sscfps 2005 ASIC 7 Standard Latitude . 33.1?« Longitude - -117..'5 Design Spectral Response Accelerotions SDs ard SDI SDr, . 2/3 A SMs and SOI - 2/3 x SMI Site Class [) - fa • l.86i .(=v - l.S»5 Period Sa Ciet) C8J 0.2 0.776 (SOs, Site Class D) Conterminous -IS States 2»05 ASCE 7 Stcndard latitudp 5, J3.I28 Longitude = .117.25 MCE RcSfio^se Spectrum tor Site Class 3 Ss and Si ~ yoppyd Spe'-trcl ^cceLffltla Site C'lii-., 8 - Fa --. 1.0 ,Fv - 1.0 Per1, od (sec) ».088 8.876 0.208 0.379 0.4«« 0.53« 0.6B8 0.708 a.sae B.988 1.890 1.189 1.288 1.389 1,480 1.588 1.688 1,780 i.sao 1.900z.ww So (9) O.'.Jg 1 . 096 1.B96i . e% 1.03« 0.331 0.692 0.59i 8. 519 0.''.f.2 8.415 0.378 0.34G «.5,;a 8.297 0.277 0.268 8.244 0.231 0.21=) «.2B8 Sd (inches) 0.003 8.062 8.423 1.538 1.623 2.029 2.435 t',841 3.Z47 3. 652 4.853 -1.1S4 4.870 5.276 S.6S2 6.BS7 6.49? 6.899 7.385 7.711 8.1)7 Corster'minous 'IS States ZB95 ASCE 7 Stendard Latitude >• 33.128 longitude . -117.25 Site Modified Response Spectrum for Site Class D SMs - FaSs and SMI - FvSl Site Clasi D - Fa •.. 1.062 .fv - 1.585 Period (set) §.000 0.113a. 200 0.566 0.S00B. 7m 0.S00 0.900 1.000 1.188 1 . 200 1.300 1.400 i.see 1.688 1,700 1.800 1.900 2.000 So Cs) 0.466 1,164 1.164 1.16* 1.097 8.941 0,823 0.732 0.658a. 599 0.549a. 506 0.470 0.439 0.411 0.387 0.366 0.347 0. 323 Sci (inches) 0.000 8.146 8,455 3 . 639 3.S59 4.50.3 5.146 S.7S9 6.432 7.876 7.719 S.362 9.005 9,649 M.292 18.935 11.5/8 12.222 12 , 365 GRIMM & CHEN JGINEERING,Engineer: Job No. Page No: of \? E ruse T i '••',. Vr Gs W r~ O^ * if ^ 17900 Skypark Circle, Suite 100, Irvine, CA 92614 1 P 949-250-3150 I F 949-203-0450 'ww.gcstrucfurai.com ^RIMMS, CHEN . ENGINEERING, I NO. (7000 SKYPAfii: CIRCLE. SUITE K« IRVINE, CA9Jf H Job# Initials Sheet # SEISMIC BASE SHEAR (ASCE/SEI 7-05) Project: Direction: Tomaso's Restaurant Mezzanine - Both OirectionsTransverse and Longitudinal Site Class Occupancy Category Mapped MCE Spectral Ace - Short Mapped MCE Spectral Ace - 1 sec Site Coefficient - Short Site Coefficient - 1 sec Adjusted MCE Spectral Ace - Short Adjusted MCE Spectra) Ace - 1 sec Design Spectral Acceleration - Short Design Spectral Acceleration - 1 sec Importance Factor Seismic Design Category Response Factor Roof Height (ft) Period Parameter 1 Period Parameter 2 Approximate Fundamental Period (see) Long-Period Transition Period (sec) Coefficient for Upper Limit Actual Building Period (sec) Upper Limit on Fundamental Period Period (sec) ss s, . . F» FV sws SMI SDS SDI 1 R hn Q X L Tt C,, 1 actjal C,, T:, T D l.OOfi 0 653 1,062 1.500 1.164 0.987 0.77S 0.658 1.00 D 1 6 9 5 o.taa u. ? y 0.152 120 1.4 0 00 NA 0.152 ASCE Reference Section 11.4.2&20.3 Table 1-1 Section 11.4.1 Section 11.4.1 Table 11.4-1 Table 11.4-2 Equation 11,4-1 Equation 11.4-2 Equation 11,4-3 Equation 11.4-4 Table 11.5-1 Section 11.6 Table 12,2-1 Table 12.8-2 Table 12.8-2 Equation 12.8-7 Figure 22-15 Table 12.8-1 Section 12.8.2 Section 12.8.1 Remarks per Soils Report, otherwise use D Roman Numeral - 1, II, III, IV Sws = ^3 S$ SYS = Fv Sf SDS = 2/3 SMS Sc, = 2/3 S.,,, 0;<!m;ev«- C-*imn - T,mb«- f-w.-rws T^C.h,,'4 enier "0" if not computed SDS (R/l) SDI T (R/l) Soi TL 0.517 (Eq. 12.8-2) 2.895 (Eq. 12.8-3) applies where T<TL NA (Eq. 12.8-4) applies where T > TL CS.M1N = MAX(0.044 SDS i , 0,01) =0.010 (Eq. 12.8-5) Ce 0.5 Si 0.219 (Eq. 12.8-6) applies where S ,> 0,6 0.517 Page 1 of 1 \w-HEN SIRUOUB ?u ,. 2-1 t > y\{.i'MK-tfJ In. a-. 17900 Skypark Circle, Suite 100, Irvine, CA 92614 I P 949-250-3150 i F 949-203-0450 I www.gcstrucfurol.com Hio; ~* - 3 : I!"Sis, l.Vsfr3if^£ ISSSSod^f > I .Hi I SB ••a *n.r Isll.tl74 TS " 3 ti. iv 4 5; ^ ~%•*-=> rJ IT o /- •%,-I 31 X ^ V O I/\ V MOiCv vo n N & 2| ^ if Si §•Hi s ,C 3•«/ GRIMM & CHEN STRUCTURAL ENGINEERING, IMC 17-JOO -5KYPARK C:IRCLE.. 3 UI F6 t IJU IRVINE. CA92614 Job# Date Initials Sheet # CONTINUOUS FOOTING DESIGN Project: Location: Tomasos Foundation FOOTING LOAD p M kips ft-kips D 2 0 L 3 0 Lr 0 0 s 0 0 e 0 5 W 0 0 FOOTING DATA U = 3.5 ft 8, = 3.5 ft Df* 24 in P,= P —l.net ~ D = Dead Load L = Live Load Lr = Roof Live Load S = Snow Load E = Earthquake Load (horizontal force) W = Wind Load L, = Footing Length B, = Footing Width D. = Footing Thickness Pf = 0.15kcfxL(xB,xD, P, nc! = O.OSkcf x L, x B, x D, SOIL BEARING CHECK "all = 1.33 aai 1500 psf 2000 psf ** compared toLCw/EorW loads P M e CTFla, O.TO.1 L-bear kips ft-kips ft psf psf ft LC1 6 0 0.0 451 451 full LC2 5 5 1.1 1404 - 1.9 L/1.8 LC3 7 4 0.5 1147 45 full LC4 3 0 0.0 258 258 full LC5 7 0 0.0 596 596 full e = M/P e < L, / 6: n = 2 P / [3 B, x (L, / 2 - e)] LteBf = 2 P / { o B,) e > L, / 6: LOAD COMBINATIONS (2007 CBC 1605.3) LC1 D + L + (Lr.S) LC2 0.9D + 0.7E P = 0.9 (Pd +• P.) + 0.7 pPLiefl M = 0.9 Md + 0.7 pM,,,,,, LC3 D •*• 0.75 [L + (Lr,S> + 0.7E] P = Pd + P, + 0.75 [P, + (Plr,Ps) -*- 0.7 PP,eh] M = Ma + 0.75 [M, + (M;r,M,) + 0.7 pMueh} Load Combinations per 1605.3.1 except Load Combinations LC2 & LC5 per 1605.3,2 LC4 0.6D + W P = 0.6 (P,, + P,) + P,, M = 0.6 Md + Mw LC5 D + 0.75 [L 4 (Lr,S) + W) P=Pd-t-P(+0.75[Pl+(PlrPs) + P,, M = M,, 4 0.75 [M, 4 (MS,.MS) 4 M,.] Continuous Footing Design Page 1 of 1 •^^^^^^^^^^^^^^•^^•••••••••1L^^B^^^^^^^^^^^B^^^^^^^^^^^^^^^^^^^^^^^^^^^^^I Date' JpBflHlH|B|^BBllHIHI|||HHlH||iHH||||lfll|H Engineer: Job No. Pa§8 No: of ^ Hono,.^ ,-M.c'*.j'« 'Vf'. ,'J .^ S at A- P tA PlrA'VC ' (!__. '• • L.I . / ft • fb / \o-lX, 3,1, x (»•%•* 17900 Skypork Circle, Suite 100, Irvine, CA 92614 ! P 949-250-3150 I F 949-203-0450 I www.gcstruciural.corr. V c c HHHHHI1 ORIMM & L.HEN STKUOUKM ENGINEER.NG, INC:|^aBaB^B .;- •• ? ,-. ^':;> -. A« i Ik A- " ^ Job Ho. Page Mo; of j itft 4 - \\ 4 \ / l ,,.,J .,. \ / f t 1 f At. - U. « V,,,ec,7 x'" ..— pr " *•',?! X. n,. •c,,> ^ t 4 L •*• A C 17900 Skypark Circle, Suite 100, Irvine, CA 926)4 i P 949-250-3150 I F 949-203-0450 I www.gcsfructurcil.com GRIMM & CHEN Dote; TURAL ENGINEERING, INC Engineer: Job No. Page No: '«=! "..V V ft _J i , As o ' -H/r, 0-1=; I .o "X f 17900 Skypark Circle, Suite 100, Irvine, CA 92614 I P 949-250-3150 I F 949-203-0450 i www.gcstructural. HEARTHLIGHT SERIES Log Bar a Accessories 258 Log Lighter Bar The Arrowhead HearthLIGHT Log Lighter Bar is constructed of heavy duty cast iron and has a ledged design to eliminate falling ashes from blocking the orifices. Each bar has three 1/2" I.P.S. inlets to fit most applications. Two of the inlets are supplied with countersunk plugs. You can use 1/2" malleable street MODEL NO. 90's on each end of the bar to make legs for your Arrowhead Log Lighter Bar. This bar is for natural gas only. Log Lighter Valve The Arrowhead Log Lighter Valve is a heavy duty casting in red brass with a Teflon seat washer and is virtually maintenance free. Our valves come in straight or angle pattern with a chrome plated flange and a 2-1/4" loose key. AGA Certified, IAPMO listed. Valves are rated at 154,000 BTU/Hour rating at a 1.0" water column. Polished Brass is available. MODEL NO. 258 258PB 259 259PB 44 44PB 51 51PB 52 52PB 1/2" F.I.P. Straight Valve with Chrome Plated Flange and 2-1/4" Loose Key 1/2" F.I.P. Straight Valve with Polished Brass Flange and Polished Brass 2-1/4" Loose Key 1/2" F.I.P. Angle Valve with Chrome Plated Flange and 2-1/4" Loose Key 1/2" F.I.P. Angle Valve with Polished Brass Flange and Polished Brass 2-1/4" Loose Key Standard Chrome Flange Polished Brass Flange Standard Key 2-1/4" rtj& Polished Brass Key 2-1/4 """ Log Lighter Key 9" Polished Brass Key 7" 258LLB HearthLIGHT Log Lighter 258K HearthLIGHT Log Lighter Valve with Chrome Plated Key 258KPB HearthLIGHT Log Lighter Valve with Polished Brass Brass 2-1/4" Loose Key 259K HearthLIGHT Log Lighter Valve with Chrome Plated Key 259KPB HearthLIGHT Log Lighter Valve with Polished Brass Brass 2-1/4" Loose Key Bar Bar Kit with 1/2" Straight Flange and 2-1/4" Loose Bar Kit with 1/2" Straight Flange and Polished Bar Kit with 1/2" Angle Flange and 2-1/4" Loose Bar Kit with 1/2" Angle Flange and Polished f fx ^ Arrowhead Brass Products, llff 5147 Alhambra Ave., Los Angeles, CA 90032 323 221-9137, fax 323 221-2579 For over 70 years, Arrowhead Brass has been known for quality products manufactured and assembled in the USA. HEARTHLIGHT SERIES #258 STRAIGHT VALVE 21/8" DIA. I I FLANGE TRAVEL J J L-L 25/16"- \x I 2»; | 8" MIN. ri ii ii i i i i r -i ' V^i ±EEEEEE:± -I — UEEErEEEEEt I 1/2" FF.I.P TYP. #259 ANGLE VALVE 21/s" DIA.— F.I.P I I i 1 ' ^-^ | I 25/s" N 3 /IIN. 5 I'D FLANGE TRAVEL CSA Certified. IAPMO Listed. Heavy Duty casting in Red Brass with Teflon washer. All valves are tested to 100 PSI prior to shipment. Standard Flange is chrome plated. Optional polished brass flange available. 2-1/4" x 5/16" square drive Loose Key supplied with valve. Optional 9" key available. Arrowhead Brass Products, UG 5147 Alhambra Ave, Los Angeles, CA 90032 323 221-9137, fax 323 221-2579 For over 65 years, Arrowhead Brass has been known for quality products manufactured and assembled in the USA. REVISIONS <L O £. O O DATE: 11/16/2009 DWG.jjl: 105807E DRAW SCALE: Not To Scale FAN SHEET NO. 4 TITLE 24 REPORT Title 24 Report for: Tommy V's Bressi Ranch 2659 Gateway Dr Suite D107 Carlsbad, CA 92009 Project Designer: PQ Design Studio PO Box 595496 San Diego, CA92126 858-527-0818 Report Prepared By: Mark E. Richards PE Emery Mechanical Engineering 6653 Cowles Mtn. Blvd. San Diego, CA92119 (619)464-5348 Job Number: 0948 Date: 12/22/2009 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 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.4 by EnergySoft Job Number: 0948 User Number: 5944 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 14 Form MECH-MM Mechanical Mandatory Measures 15 HVAC System Heating and Cooling Loads Summary 17 Room Load Summary 22 EnergyPro 4.4 by EnergySoft Job Number: 0948 User Number: 5944 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 1 of 3 PERF-1 PROJECT NAME Tommy V's Bressi Ranch PROJECT ADDRESS 2659 Gateway Dr Suite D107 Carlsbad PRINCIPAL DESIGNER - ENVELOPE PQ Design Studio DOCUMENTATION AUTHOREmery Mechanical Engineedng^ TELEPHONE 858-527-0818 TELEPHONE (619)464-5348 DATE 12/22/2009 Building Permit # Checked by/Date Enforcement Agency Use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA 11/10/09 BUILDING TYPE |X] PHASE OF CONSTRUCTION H] NONRESIDENTIAL NEW CONSTRUCTION 4,520 sq.R. |_J HIGH RISE RESIDENTIAL Q [~1 ADDITION C8 CLIMATE ZONE •7 HOTEL/MOTEL GUEST ROOM EXISTING + ADDITION/ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is accurate and complete SIGNATURE DATEDOCUMENTATION AUTHOR , Mark E. Richards PE , , The Principal Designer hereby certifys that the proposed building design represented in this setofconstruction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. El Lj ® 1'' hereby affirm 'hat I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. I I | I I I 2. I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section — — — 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. [~l I ! rj 3.1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document ' ' because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures /l/j f Required Forms ENV-1 PRINCIPAL ENVELOPE DESIGNER - NAME PQ Design Studio SIGNATURE LIC. NO.iDATE LIGHTING COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures (Lighting Compliance Not In The Scope Of iThts^SubmittatRequired Forms | PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE LIC. NO.DATE MECHANICAL COMPLIANCE Indicate location on plans of Note Block for Mandatory Measures PRINCIPAL MECHANICAL DESIGNER - NAME Emery Mechanical Engineering MECH-1. MECH-2. MECH-3. MECH-5 'C. NO. Run Initiation Time: 12/22/09 14:48:53 Run Code: 1261522133 EnergyPro 4.4 by EnergySoft User Number; 5944 Job Number: 0948 Page: 3 of 26 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 2 of 3 PERF-^ PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 ANNUAL TDV ENERGY USE SUMMARY (kBtu/sqft-yr) ENERGY COMPONENT Space Heating Space Cooling Indoor Fans Heat Rejection Pumps & Misc. Domestic Hot Water Lighting Receptacle Process TOTALS: Standard Design Proposed Design 1.36 105.54 121.68 0.00 0.00 0.00 75.59 44.32 23.53 Compliance Margin I Standard | Proposed. 1.38 102.04 125.14 0.00 0.00 0.00 75.59 44.32 23.53 -0.02 3.50 -3.46 0.00 jura 0.00 0.00 0.00 0.00 372.02 372.00 0.02 iqfl-yr ! Percent better than Standard:0.0% ( 0.0% excluding process) BUILDING COMPLIES GENERAL INFORMATION Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type Building Orientation Number of Stories Number of Systems Number of Zones Front Elevation Left Elevation Rear Elevation Right Elevation Lighting Power Density Prescriptive Env. Heat Loss _ Prescriptive Env. Heat Gain Remarks: Run Initiation Time: 12/22/09 14:48:53 Run Code: 1261522133 EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page:4 of 26 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 ZONE INFORMATION System Name HP-D1 FC/CU-1 HP-D2 HP-D3 HP-D4 Zone Name Dining 2 Wine Rm Dining/Bar - South Lounge Dining 1 Kitchens Occupancy Type Dining Kitchen, Food Preparation Dining Dining Dining Kitchen, Food Preparation Floor Area (sqft.) 690 110 650 1,180 l 680 1,210 Inst. LPD (W/sf)1 "1.100 *1.600 1.100 "1.100 "1.100 "1.600 Notes: 1 . See LTG-2-C 2. See LTG-4-C 3. See LTG-5-C 4. See LTG-6-C(items marked with asterisk, see LTG-2 -C by others) (by others) Ctrl. Credits (W/sf)2 Allowed LPD Area (W/sf)3 Tailored (W/sf)4 Proc. Loads (W/sf) 1.570 terns above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST 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 to be used with the performance approach. 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. The HVAC System "Ductless Split: Premium Eff" 0.20 BHP Supply Fan Motor has been specified.- The HVAC System "Carrier 50XZ060" includes an Economizer. This system has a cooling output < 75,000 Btuh or a supply cfm < 2500. The HVAC System "Carrier 50XZ060" includes Demand Control Ventilation per Standards Section 121. The HVAC System "Carrier 50XZ060: Premium Eff" 1.00 BHP Supply Fan Motor has been specified. The HVAC System "Carrier 50XZ060 no DCV" includes an Economizer. This system has a cooling output < 75,000 Btuh or a supply cfm < 2500. The HVAC System "Carrier 50XZ06Q no DCV: Premium Eff' 1.00 BHP Supply Fan Motor has been specified. The HVAC System "HP-D1" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the IV1ECH-5-A. The Zone "Dining 2" has a West Display Perimeter Credit of 54 ft. The HVAC System "FC/CU-1" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Room "Wine Rm" has a Heating Indoor Design Temperature of 57 degrees F. The Room "Wine Rm" has a Cooling Indoor Design Temperature of 57 degrees F. The HVAC System "HP-D2" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-5-A. The Zone "Dining/Bar - South" has a North/East/South Display Perimeter Credit of 44 ft. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp Run Initiation Time: 12/22/09 14:48:53 Run Code: 1261522133 EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page:5 of 26 PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF-1 PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 ZONE INFORMATION System Name Zone Name Occupancy Type Floor Area (sqft.) lost. LPD (W/sf)1 Notes: 1 . See LTG-2-C 2. See LTG-4-C 3. See LTG-5-C 4. See LTG-6-C(items marked with asterisk, see LTG-2 -C by others) (by others) Ctrl. Credits (W/sf)2 Allowed LPD Area (W/sf)3 Tailored (W/sf)4 Proc. Loads (W/sf) terns above require special documentation EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST 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 to be used with the performance approach. 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. The Zone "Lounge" has a West Display Perimeter Credit of 54 ft. The Zone "Dining 1" has a North/East/South Display Perimeter Credit of 66 ft. The Room "Kitchen: Premium Eff" 2.31 BMP Exhaust Fan Motor has been specified. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp. I Run Initiation Time: 12/22/0914 j EnergyPro 4.4 by EnergySofl User Number: 5944 :48:53 Run Code: 1261522133 Job Number: 0948 Page:6of 26 CERTIFICATE OF COMPLIANCE ENV-1-C PROJECT NAME Tommy V's Bressi Ranch DATE12/22/2009 OPAQUE SURFACES # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Surface Type Wall Door Roof Roof Wall Roof Roof Wall Roof Wall Roof Roof Roof Wall Roof Area 545 100 690 110 514 2,000 40D 150 780 380 680 590 210 460 380 U-Fac. 0.074 0.700 0.032 0.032 0.074 0.032 0.032 0.074 0.032 0.074 0.032 0.032 0.032 0.074 0.032 Insulation Cav. Cont. R-19 None R-30 R-30 R-19 R-30 r R-30 R-19 R-30 R-19 R-30 R-30 R-30 R-19 R-30 R-0.0 R-O.Oj R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 R-0.0 Act. Azm. 270 270 0 0 180 0 0 0 0 0 0 0 0 180 0 Tilt 90 90 0 0 90 0 0 90 0 90 0 0 0 90 0 Cond.* Status Existing New Existinq Existing Existinq Existinq Existinq Existinq Existing Existinq Existinq Existinq Existinq Existinq Existing Joint Appendix IV Reference 09-A5 28-A2 01-A17 01-A17 09-A5 01-A17 01-A17 09-A5 01-A17 09-A5 01-A17 D1-A17 01-A17 09-A5 01-A17 Location / Comments Dininq 2 Dining 2 Dining 2 Wine Rm Dining/Bar - South Dining/Bar- South Lounge Lounge Lounge Dining 1 Dining 1 Kitchens Kitchens Kitchens Kitchens * N, E, A, R (New, Existing, Altered, Removed) I FENESTRATION SURFACES I D More than or equal to 10,000 sq.ft. of site-built fenestration area must include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from Standards Table 116-A and B. Certificate shall be filed in the contractor's project office during construction and in the building manager's office after construction #1 2 3 4 5 6 7 Type Window Right (W) Window Right (W) _, Window Rear (S) Window Rear (S) Window Front (N) Window Front (N) Window Rear (S) Area 80 50 27 54 190 420 50 U-Fac.1 0.990 0.570 0.570 0.570 0.570 0.570 0.570 NFRC NFRC NFRC NFRC NFRC NFRC NFRC SHGC2 0.61 0.38 0.38 0.38 0.38 0.38 0.38 NFRC NFRC NFRC NFRC NFRC NFRC NFRC Act. Azm. 270 270 180 180 0 0 180 Cond. Stat. New Existing Existing Existing Existing Existing Existing Glazing Type Versalux single pane Existing PPG Solarban 60 Existing PPG Solarban 60 Existing PPG Solarban 60 Existing PPG Solarban 60 Existing PPG Solarban 60 Existing PPG Solarban 60 Location/ Comments Dining 2 Dining 2 Dining/Bar - South Dining/Bar - South Dining 1 Dining 1 Kitchens (1) U-fador Type: 116-A Default Table from Standards, Table NI-1 Default Table from the ACM Manual Appendix, NFRC Labeled value(2) SHGC Type: 11S-B Default Table from Standards, COG Center of Glass, NFRC Labeled Value EXTERIOR SHADING # 1 2 3 4 5 6 7 Exterior Shade Type None None None None None None None SHGC 0.76 0.76 0.76 0.76 0.76 0.76 0.76 Window Hgt. Wd. 10.0 10.0 7.3 5.5 7.3 5.5 7.3 5.5 10.0 19.0 12.0 30.0 10.0 5.5 Overhang Len. Hgt. LExtRExt. 6.0 0.1 6.0 6.0 3.0 0.0 2.0 2.0 3.0 0.0 2.0 2.0 3.0 0.0 2.0 2.0 3.0 0.0 2.0 2.0 3.0 0.0 2.0 2.0 3.0 0.0 2.0 2.0 Left Fin Dist. Len. Hgt. Right Fin Dist. Len. Hgt. I MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES I D II The proposed building is in climate zones 2 through 15 and contains an enclosed space with floor area greater than 25,000 ft2, a ceiling height greater than 15 feet, lighting of at least 0.5W/ft2. See Section 143{c). If this box is checked, ENV-4-C must be filled out. when submitting under the Prescriptive Compliance Approach. Run Initiation Time: 12/22/09 14:48:53 EnergyPro 4.4 by EnergySoft User Number 5944 Run Code: 1261522133 Job Number: 0948 and an LPD for general Page:7of26 CERTIFICATE OF COMPLIANCE MECH-1-C PROJECT NAME Tommy V's Bressi Ranch IDATE 12/22/2009 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i-e- 'he installing contractor, design professional or an agent selected by the owner). 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. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, NIECH-1-A Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. STATEMENT OF COMPLIANCE glMECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance , . Equipment reqiiiripg arreptanro testing 'Tr "" VV TffYl*t rrf "~ P"T~ Test required on all New systems both New Construction and Retrofit. |^MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing Tes* required on an New systems both New Construction and Retrofit. SjMECH-4-A: Air-Side Economizer Acceptance Document t^ _ •r~iiji £o ->/d_ Equipment requiring acceptance testing nT ' t1 T \ nlWi TIT " ^] Test required on all New systems both New Construction and Retrofit. Units with economizers that are installed at the factory and certified with the commission do not require equipment testing but do require construction inspection. ^.MECH-5-A: Air Distribution Acceptance Document ^, c i tEquipment requiring acceptance testing . This test required If the unit se/ves 5,000 R2 of space or less and 25% or more of the ducts are In noncondilioned or semicondlltoned space like an attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements.and.eitheF extend ducts, replace ducts of. replace the packaged unit. | i^MECH-6-A: Demand Control Ventilation Acceptance Document Equipment requiring acceptance testing __PL All new DCV controls installed on new or existing packaged systems must ba tested. O MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing AH new VAV fan volume controls installed on new or existing systems must be tested I I MECH-8-A: -Hydronic System Control Acceptance Document -Variable Flow Controls Applies to chilled and hot water systems. -Automatic Isolation Controls Applies to new boilers and chillers and the primary pumps are connected to a common header. -Supply Water Temperature Reset Controls Applies to new constant flow chilled and hot water systems that have a design capacity greater than or equal to 500,000 Btulhr. -Water-loop Heat Pump Controls Applies to all new watertoop heal pump systems where the combined loop pumps are greater than 5 hp. -Variable Frequency Controls Applies to all new distribution pumps on new variable flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. Equipment requiring acceptance testing EnergyPro 4.4 by EnergySoft User Number 5944 Job Number: 0948 AIR SYSTEM REQUIREMENTS Parti of 2 MECH-2-C PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 SYSTEM FEATURES AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) h Number of Systems T-24 MANDATORY MEASURES Section P-D1 FC/CU-1 1 1 HP-D2 1 Reference on Plans or Specification 1 Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 112(a) 112(b) 112(c), 115(a) 121(b) 121(b) 121(c) 121(c) 121(c), 122(e) 122(e) 122(f) 122(g) 123 124 8.00 HSPF 13.0 SEER/ 11.0 HER Yes n/a No 518cfm No Yes Programmable Switch No Setback Required Auto n/a R-4.2 n/a 13.0 SEER /1 0.0 EER n/a n/a No 0 cfm No No Programmable Switch No Setback Required Auto n/a R-4.2 8.00 HSPF 13.0 SEER/ 11.0 EER Yes n/a No 488 cfm No Yes Programmable Switch No Setback Required Auto n/a R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.21^ |144 (a&b) Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference ot plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF-1 for performance method duct sealing requirements. 144 (a & b) 144 (a&b) 144 (a&b) 144 (a & b) 144(c) 144 (c) 144 (c) 144 (d) 144 (e) 144 (f) 144 (f) 144 (k) n/a 47,506 btuh n/a 52,61 3 btuh Constant Volume No No Diff. Temp (Integrated) Constant Temp Constant Temp No n/a Obtuh n/a 9,098 btuh Constant Volume No No No Economizer Constant Temp Constant Temp No n/a 47,506 btuh n/a 52,352 btuh Constant Volume- No No Diff. Temp (Integrated) Constant Temp Constant Temp No NOTES TO FIELD - For Buildina Department Use Onlv Run Initiation Time: 12/22/09 14:48:53 EnergyPro 4.4 by EnergySoft User Number: 5944 Run Code: 1261522133 Job Number: 0948 Page:9 of 26 AIR SYSTEM REQUIREMENTS Parti of 2 MECH-2-C PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 SYSTEM FEATURES AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) H Number of Systems T-24 MANDATORY MEASURES Section P-D3 HP-D4 1 1 Reference on Plans or Specification 1 Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation 112(a) 112(a) 112(b) 112(c), 115(a) 121(b) 121(b) 121(c) 121(c) 121(c), 122(e) 122(e) 122ffi 122(g) 123 124 8.00 HSPF 13.0 SEER /11.0EER Yes n/a No 1260cfm No Yes Programmable Switch No Setback Required Auto n/a R-4.2 8.00 HSPF 13.0 SEER/11.0 EER Yes n/a No 700 cfm No No Programmable Switch No Setback Required Auto n/a R-4.2 PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous Heat/Cool Economizer Heating Air Supply Reset Cooling Air Supply Reset Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference ot plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sqft; Has > 25% duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, see PERF-1 for performance method duct sealing requirements. 144 (a & b) 144 (a & b) 144 (a & b) 144 (a & b) 144 (c) 144 (c) 144 (c) 144 (d) 144 (e) 144 (f) 144 (f) 144 (k) n/a 47,506 btuh n/a 54,564 btuh Constant Volume No No Diff. Temp (Integrated) Constant Temp Constant Temp No n/a 47,506 btuh n/a 52,874 btuh Constant Volume- No No Diff. Temp (Integrated) Constant Temp Constant Temp No NOTES TO FIELD - For Buildina Department Use Onlv Run Initiation Time: 12/22/09 14:48:53 EnergyPro 4.4 by EnergySoft User Number 5944 Run Code: 1261522133 Job Number: 0948 Page: 10 of 26 MECHANICAL VENTILATION MECH-3-C PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 MECHANICAL VENTILATION (Section 121(b)2) A ZONE/SYSTEM Dining 2 HP-D1 Wine Rm FC/CU-1 Jining/Bar - South HP-D2 .ounge Dining 1 HP-D3 Otchens HP-D4 c E H I J AREA BASIS B 3|l 03 69C 110 650 1,180 680 1,210 C caa ITS Qa,a oCJ 0.50 0.15 0.50 0.50 0.50 0.15 D a*i * ?0.28 g 345 16 325 590 340 182 OCCUPANCY BASIS E Number ofPeopleF 1*So •* 33 G Min CFMby Occupant(ExF)Total Total Total Total Total H REQ'D V.AMax of(DorG)345 345 16 16 325 325 590 340 930 182 182 I of?-n ~ ai 3><g 518 518 0 0 488 488 750 510 1,260 700 700 PR LIMI HSCRIPTIVE REHEAT TATION (Section 144(d)) VAV MINIMUM J 30% of DesignZone SupplyCFMK BxO.4CFM/sq. ft.L Max ofColumns H, J,K or 300 CFMMoCOa><£. <D tO3*o S 5' 3' > N Transfer Air16 Minimum ventilation rate per Section 121, Table 121-A Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for egress purposes for spaces without fixed seating. Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on and AREA or OCCUPANCY BASIS (co umn D or G). Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. Design fan supply cfm (Fan CFM) x 30%; or K | Condition area (ft sq.) x 04 cfm/ft. sq.; or L Maximum of Columns H, J, K, or 300 cfm M I This must be less than or equal to Column L and greater that or equal to the sum of Columns H + N. N Transfer air must be provided where the Required Ventilation Air (column I) is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or equal to the difference between the Required Ventilation Air (column I) and the Design Minimum Air (column M), column H - M. EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page: 1 1 of 26 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 PROJECT NAME Dj Tommy V's Bressi Ranch MECH-5-C "E1 2/22/2009 CHILLER AND TOWER SUMMARY Equipment Name Equipment Type Qty. PUMPS Tot. Efficiency Tons Qty GPM Motor BHP Eff. Drive Eff. Pump Control DHW / BOILER SUMMARY Er System Name Rated Vol. System Type Distribution Type Qty Input (Gals.) Condition F; Status o ergy ictor rRE MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pump Hot Water Piping Length (ft) Control # HP Type In Plenum Outside Standby Loss or Pilot Buried TANK INSUL. Ext. R-Val. I .Add 1/2"Insulation CENTRAL SYSTEM RATINGS HEATING COOLING System Name Carrier 50XZ060 Ductless Split Carrier 50XZ060 no DCV System Type Qty Output Packaged DX 3 62,10 Split DX 1 Packaged DX 1 62,10 Aux. kW Eff. Output Efficiency 3 0.0 8.00 HSPF 55,300 13.0 SEER /11.0EER 3 0.0 n/a 12,000 13.0 SEER/ 10.0 EER 3 0.0 8.00 HSPF 55,300 13.0 SEER/ 11.0 EER Conditio Status Existir Ne Existir n Economizer Type ig Diff. Temp (Integrated; w No Economizer ig Diff. Temp (Integrated) CENTRAL SYSTEM FAN SUMMARY System Name Carrier 50XZ060 Ductless Split Carrier 50XZ060 no DCV Fan Type Constant Volume Constant Volume Constant Volume SUPPLY FAN Motor Location CFM BHP Draw-Through 2,000 1.00 Draw-Through 400 0.20 Draw-Through 2,000 1.00 Motor Drive Eff. Eff. 85.5% 97.0% 60.0% 100.0% 85.5% 97.0% RETURN FAN CFM none none none BHP Motor Eff. Drive Eff. Run Initiation Time: 12/22/0914:48:53 Run Code: 1261522133 EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page: 1 2 of 26 MECHANICAL EQUIPMENT DETAILS Part 2 of 2 MECH-5-C PROJECT NAME Tommy V's Bressi Ranch DATE1 2/22/2009 ZONE TERMINAL SUMMARY Zone Name System Name TERMINAL UNIT System Type Heating Cooling VAV Qty. Min CFM Ratio Reheat Coll "ERM CFM BHP >JAL FAN Motor Eff. Drive Eff. EXHAUST FAN SUMMARY EXHAUST FAN Room Name Restrooms Kitchen - Back of House Qty. 1.0 1.0 CFM 750 700 BMP 0.07 0.21 Motor Eff. 40.0% 60.0% Drive Eff. 97.0% 97.0% Run Initiation Time: 12/22/09 EnergyPro 4.4 by EnergySoft User Number: 5944 EXHAUST FAN Room Name Qty. 14:48:53 Run Code: CFM BHP Motor Eff. Drive Eff. 1261522133 Job Number: 0948 Page: 13 of 26 ENVELOPE MANDATORY MEASURES ENV-MM PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 DESCRIPTION n n n m n § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U-value according to NFRC procedures. §118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. Designer Enforcement EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page:14of26 MECHANICAL MANDATORY MEASURES Parti of2 MECH-MM PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 DESCRIPTION Equipment and Systems Efficiencies [X~| §m Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. [ | §!15(a) Fan type central furnaces shall not have a pilot light. |Xj §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. |X~| §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls §122(e) Each space conditioning system shall be installed with one of the following: [X~| §122(e)1 A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or | | §122(e)1 B An occupancy sensor to control the operating period of the system; or | | §1 22(e)1 C A 4-hour timer that can be manually operated to control the operating period of the system. X, §122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. | [ §122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. (X~| §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. | §122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. | 1 §112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. Designer Enforcement EnergyPro4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page: 15 of 26 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 Description Ventilation [X[ §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. I ~j §122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. | | §122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. |X] §l21(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or | | §121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or I I §121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or | | §i21(f)4 Another method approved by the Commission. Service Water Heating Systems | | §1l3(b)2 If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. | | §11 3 (c) Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. Designer Enforcement EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page:16of26 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME SYSTEM NAME Tommy V's Bressi Ranch HP-D1 ENGINEERING CHECKS Number of Systems 1 Heating System i Output per System 62,1 00 Total Output (Btuh) 62,100 Output (Btuh/sqft) 90.0 Cooling System Output per System 55,300 Total Output (Btuh) 55,300 Total Output (Tons) 4.6 Total Output (Btuh/sqft) 80.1 Total Output (sqft/Ton) 149.7 Air System CFM per System 2,000 Airflow (cfm)2,000 Airflow (cfm/sqft) 2.90 Airflow (cfm/Ton) 434.0 Outside Air (%) 25.9 Outside Air (cfm/sqft) 0.75 Note: values above given at ARI conditions DATE 12/22/2009 FLOOR AREA 690 SYSTEM LOAD COIL COOLING RE/ CFM Total Room Loads 1 ,520 Return Vented Lighting Return Air Ducts I Suppl TOTAL SYS Return Fan Ventilation 518 Supply Fan y Air Ducts TEM LOAD Sensible Late 27,866 0 1,393 0 10,241 0 1,393 40,894 \K COIL HTG. PEAK jnt CFM Sensible 1 j j 1 5,504 324 12,219 611 0 11 518 19,930 0 611 5,515 33,371 HVAC EQUIPMENT SELECTION Carrier 50XZ060 Total Adjusted System Output (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK 52,613 52,613 I Jul 0 47,506 0 47,506 5pm | Jan 12 am HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34.0 °F Outside Air 51 8 cfm 4 / 69.7 °F ^ 7* — 60.5 °F • 105.0 °F x s • [ 1 Heating Coil. V — ^ j 105. ' 1 ^•/^ Supply Fan. 2000 cfm rj Return Air Ducts n°F .% 'K ^iirin Qx ^J"** y Air Ducts^ — | V 104.7°F ROOMS 70.0 °F I COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 91.0/67.4°F Outside Air 51 8 cfm i / 72.6/61.2 °F X EnergyPra 4.4 77.4 / 62.6 °F • 55.0 / 53.7 °F 55.0 / •s ,. • ' 15 '1 Cooling Coil V 1 _^ by EnergySoft User Number: 5944 (®/ Supply Fan 2000 cfm •j Return Air Ducts Job Number: 0948 *V7 °F 53.40/ Q^j)^* y Air Ducts ^ — ^ 55.6 / 53.9 °F , R.H. ROOMS 72.0/61.0°F I Page: 17 of 26 j HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME SYSTEM NAME Tommy V's Bressi Ranch FC/CU-1 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 0 0 0.0 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) 12,000 12,000 1.0 109.1 110.0 Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) 400 400 3.64 400.0 0.0 0.00 Note: values above given at ARI conditions DATE 12/22/2009 FLOOR AREA 110 SYSTEM LOAD COIL COOLING PEA CFM Sensible Late Total Room Loads 63 1,407 Return Vented Lighting 0 Retur I j Suppl i Air Ducts 70 Return Fan o Ventilation o o Supply Fan o / Air Ducts 70 TOTAL SYSTEM LOAD 1 ,548 K COIL HTG. PEAK nt CFM Sensible 313 5 263 13 0 00 0 0 13 313 289 HVAC EQUIPMENT SELECTION Ductless Split 9,098 Total Adju (Adjusted fo TIMEC sted System Output 0 nQRr Peak Design Conditions) a'uao )F SYSTEM PEAK Jun 1 0 0 0 0 pm I Jan12am| HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34.0 °F S * Outside Air Ocfm . / 57.0 °F s ^< 1*—1 57.0°F mm 110.0°F x »- • ' Heating-Coil ^ f I_ — <J_ — J iinn°F / /&k J ^ O ^uppiyI W j Supply, Fan,. 400 cfm . , r T s} Keturn Air Uucts H|^ Air Ducts^ — | ^110.0°F I ROOMS I 57.0 °F I COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 89.9 / 67.0 °F •s «/' J1 Outside Air 0 cfm t 1 57.2/46.4 °F * -x < P EnergyPro 4.4 57.2 / 46.3 °F • 36. •s > • r 5 '1 Cooling Coil i s \ by EnergySoft User Number: 5944 1/35.0°F 36.1/3Sn°F i (ffik r-l * D °uPP'y Supply Fan 400 Cfm 42.8% A 1 C fr\ Keturn Air uucts "'^ Job Number: 0948 Air Ducts ^ — |y 36.2 / 35.1 °F R.H. LRQQMSJ 57.0 / 46.3 °F I Page: 18 of 26 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME SYSTEM NAME Tommy V's Bressi Ranch HP-D2 ENGINEERING CHECKS Number of Systems 1 Heating System Output per System 62,100 Total Output (Btuh) 62,1 00 Output (Btuh/sqft) 95.5 Cooling System Output per System 55,300 Total Output (Btuh) 55,300 Total Output (Tons) 4.6 Total Output (Btuh/sqft) 85.1 Total Output (sqft/Ton) 141 .0 Air System CFM per System 2,000 Airflow (cfm)2,000 Airflow (cfm/sqft) 3.08 Airflow (cfm/Ton) 434.0 Outside Air (%) 24.4 Outside Air (cfm/sqft) 0.75 Note: values above given at ARI conditions DATE 12/22/2009 FLOOR AREA 650 SYSTEM LOAD COIL COOLING CFM Sensible Total Room Loads 1 ,296 23,753 Return Vented Lighting o Return Air Ducts 1,1 88 Return Fan o Ventilation 488 10,066 Supply Fan o Supply Air Ducts 1,1 88 TOTAL SYSTEM LOAD 36,194 PEAK COIL HTG. PEAK Latent CFM Sensible 4,844 226 8,510 426 0 68 488 18,820 0 426 4,912 28,181 HVAC EQUIPMENT SELECTION Carrier 50XZ060 52,352 Total Adjusted System Output ,, „,., (Adjusted for Peak Design Conditions) °A JOji TIME OF SYSTEM PEAK 0 47,506 0 47,506 Oct 1 pm Jan 12 am HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34.0 °F Outside Air 488 cfm , / 69.8 °F ^ w~~^ 61,°F - ^"™ "~™"^r irv;n°F irwn°F ' 1 1(rI <S\ J ' h - Heating. Coil . Supply.Fan ^ 2000 cfm ^ Supply Air Ducts" — |«jy 104.8°F ROOMS 70.0 °F I COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 91.7/67.6°F X. _/ Outside Air 488 cfm i / 72.6/61.1°F s -/< f EnergyPro 4.4 77.2 / V /62.5°F • 55.0 / 53.7 °F 55.0 / 53-7 °F *" ^B f I % IK c Cooling Coil Supply Fan 2000 cfm i * AIV «. r s by EnergySoft User Number: 5944 Job Number: 0948 Supply Air Ducts ^ — |y 55.6 / 53.9 °F 53.30/0 RH [ ROOMS 72.0/61.0°F I Page: 19 of 26 | HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME Tommy V's Bressi Ranch DATE 12/22/2009 SYSTEM NAME HP-D3 FLOOR AREA 1,860 ENGINEERING CHECKS SYSTEM LOAD Number of Systems Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) •Cooling System 62,100 62,100 33.4 Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) 55,300 55,300 4.6 29.7 403.6 Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) 2,000 2,000 1.08 434.0 63.0 0.68 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM 2,727 1,260 Sensible 49,995 2,500 25,597 2,500 80,592 Latent 12,347 CFM 626 -2,972 1,260 Sensible 23,638 1,182 48,165 0! 1,182 9,375 74,167| Note: values above given at ARI conditions HVAC EQUIPMENT SELECTION Carrier 50X2060 Total Adjusted System Output (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK 54,564 54,564 0 0 ] Jim 5pm 47,506 47,506 Jan 12am HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34.0 °F -if- Outside Air 1260 cfm 69.5 °F >< 47.1 °F —*I 105.0°F 105.0°F Supply Air Ducts " Heating .Coil Supply Fan 2000 cfm 104.5°F 70.0 °F Return Air Ducts COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 92.0 / 67.7 °F 85.0 / 65.2 °F • 55.0 / 53.2 °F •^ _/ s. <«. • S~^ jr- Outside Air 1260 cfm i I 73.2 / 62.1 °F s ^< — ft— ' '• ^Cooling Coil Supply F v 2000 cf I EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number fi5n/fi3?°F r \ an 56.2 / 53.7 °F 56.3% R.H. | ROOMS 72.0/61.8°F 1 n.~rrT)< 1uucts ^^ 0948 Page:20 of 26 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME SYSTEM NAME Tommy V's Bressi Ranch HP-D4 ENGINEERING CHECKS Number of 85^sterns 1 Heating System Output per System Total Output (Btuh) Output (Btuh/sqft) 62,100 62,100 51.3 Cooling System Output per System Total Output (Btuh) Total Output (Tons) Total Output (Btuh/sqft) Total Output (sqft/Ton) 55,300 55,300 4.6 45.7 262.6 Air System CFM per System Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Outside Air (cfm/sqft) 2,000 2,000 1.65 434.0 35.0 0.58 Note: values above given at ARI conditions DATE 12/22/2009 FLOOR AREA 1,210 SYSTEM LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK CFM Sensible Latent 2,204 38,394 4,57 0 1,920 0 700 14,197 4C 0 1,920 56,430 4,97 COIL HTG. PEAK CFM Sensible 3J 821 8,072 404 0 5| 700 27,031 0 404 7 35,910 HVAC EQUIPMENT SELECTION Carrier 50X2060 no DCV 52,874 Total Adjusted System ( (Adjusted for Peak Design Cor TIME OF SYSTEM Dutput I 52874ditions) I 52,874 PEAK OctjLpr 0 47,506 0 47,506 n Jan 12 am HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34.0 °F S tfS f Outside Air 700 cfm . > 69.8 °F ^ «/< if—* 57.3 °F H 79.3 °F V, N. • S • ^Heating Coil . . Supply Far ^ 2000 cfm 7P.3°F ... . . . f 0 A - n i (Jf , Jr Ducts" — i 79.1 °F FROOMS 70.0 °F I COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 91.7/67.6°F Outside Air 700 cfm , i 72.9/61.1°F X EnergyPro 4.4 79.5/63.2°F • 55.0 / 53.5 °F . , • x / ^ Sfi n / 53 fi °F Cooling Coil Supply Fan ir Ducts ^ — | 55.8 / 53.8 °F2000 cfm 52.7% R.H. [ROOMS! 72.0 / 60.8 °F 1 ~K by EnergySoft User Number: 5944 Job Number: 0943 Page:21of26 | ROOM LOAD SUMMARY PROJECT NAME Tommy V's Bressi Ranch SYSTEM NAME HP-D1 DATE 12/22/2009 FLOOR AREA 690 ROOM LOAD SUMMARY ZONE NAME Dining 2 ROOM NAME Dining 2 Mult. 1 ROOM COOLING PEAK CFM 1,520 SENSIBLE 27,866 LATENT 5,504 PAGE TOTAL TOTAL COIL COOLING PEAK CFM 1,520 SENSIBLE 27,866 LATENT 5,504 I COIL HTG. PEAK CFM 324 SENSIBLE 12,219 1,520 1,520 27,866 27,866 5,504j 324 5,504 324 12,219 12,219 EnergyPro 4.4 by EnergySoft User Number. 5944 Job Number: 0948 Page: 22 of 25 ROOM LOAD SUMMARY PROJECT NAME Tommy V's Bressi Ranch SYSTEM NAME FC/CU-1 DATE 12/22/2009 FLOOR AREA 110 ROOM LOAD SUMMARY ZONE NAME Wine Rm - ROOM NAME Wine Rm Mult. 1 ROOM COOLING PEAK CFM 63 SENSIBLE 1,407 LATENT 313 PAGE TOTAL TOTAL COIL COOLING PEAK CFM 63 63 63 SENSIBLE 1,407 LATENT 313 COIL HTG. PEAK CFM 5 1,407 1,407 313 5 313) 5 SENSIBLE 263 263 263 EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page: 23 of 26 ROOM LOAD SUMMARY PROJECT NAME Tommy V's Bressi Ranch SYSTEM NAME HP-D2 DATE 12/22/2009 FLOOR AREA 650 ROOM LOAD SUMMARY ZONE NAME Dining/Bar - South ROOM NAME Dining 3 + Bar Mult. 1 ROOM COOLING PEAK CFM 1,296 SENSIBLE 23,753 LATENT 4,844 PAGE TOTAL TOTAL COIL COOLING PEAK CFM 1,296 SENSIBLE 23,753 LATENT 4,844 1,296 1,296 23,753 23,753 COIL HTG. PEAK CFM 226 SENSIBLE 8,510 4,844 226 4,844 226 8,510 8,510 EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page: 24 of 26 ROOM LOAD SUMMARY PROJECT NAME Tommy V's Bressi Ranch SYSTEM NAME HP-D3 DATE 12/22/2009 FLOOR AREA 1,860 ROOM LOAD SUMMARY ZONE NAME Lounge Dining 1 ROOM NAME Restrooms Lounge Dining 1 Mult. 1 1 1 ROOM COOLING PEAK CFM 222 907 1,643 SENSIBLE 4,072 16,633 30,115 LATENT 696 6,225 5,426 PAGE TOTAL TOTAL COIL COOLING PEAK CFM 208 877 1,643 SENSIBLE 3,813 16,067 30,115 LATENT 697 6,224 5,426 2,727 49,995 2,727 49,995 COIL HTG. PEAK CFM 57 88 481 SENSIBLE 2,158 3,321 18,159 12,347 626 12,347 1| 626 23,638 23,638 EnergyPro 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page: 25 of 26 ROOM LOAD SUMMARY PROJECT NAME Tommy V's Bressi Ranch SYSTEM NAME HP-D4 DATE 12/22/2009 FLOOR AREA 1,210 ROOM LOAD SUMMARY ZONE NAME Kitchens ROOM NAME Kitchen - Back of House Bev/Chng/Empl. Kitchen Mult. 1 1 1 ROOM COOLING PEAK CFM 621 424 1,201 SENSIBLE 10,826 7,391 20,928 LATENT 1,050 216 3,723 PAGE TOTAL TOTAL COIL COOLING PEAK CFM 601 416 1,188 SENSIBLE 10,461 7,239 20,693 2,204 2,204 38,394 38,394 LATENT 739 312 3,522 COIL HTG. PEAK CFM 255 401 165 4,573 821 4,573 1 821 SENSIBLE 2,512 3,942 1,618 8,072 8,072 EnergyPra 4.4 by EnergySoft User Number: 5944 Job Number: 0948 Page: 26 of 26 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE Business Name Business ContactWUOIMCOO liaillC . . I LJUOIIICOO \~r\JI ILdVjl n^"MMuV$» Urban jlV-fc/v-n nTHtsSa Project Address"* City .. Telephone # Mailing Address Car\sV7&>— <T City State Plan File* Project Contact Telephone # The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 5. Organic Peroxides 9. Water Reactives 6. Oxidizers 10. Cryogenics 7. Pyrophorics 11. Highly Toxic or Toxic Materials 8. Unstable Reactives 12. Radioactives 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids 13. Corrosives F HeaTf 15. NoneofThe§ azards PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'u floor, San Diego, CA 92101. Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE YES 1. D 2. D 3. D 4. D 5. D 6. D REQUIRED. Expected Date of Occupancy: ^ / / '0 NO lQ~Ts your business listed on the reverse side of this form? (check all that apply). (0 — 'Will your business dispose of Hazardous Substances or Medical Waste in any amount? £B__Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? ^S- Will your business use an existing or install an underground storage tank? to_Will your business store or handle Regulated Substances (CalARP)? /K Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? D CalARP Exempt Date Initials D CalARP Required Date Initials D CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except dernoiition or renovation of residential structures of four units or less. Contact the APCD for more information. YES1. n 2. n 3. n4. n Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf, and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/: or contact the appropriate school district). Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? be demolition involving the removal of a load supporting structural member? Briefly describe business activities: ^T -v:>LA5 Briefly describe proposed project: T. i - TO l^ieclaj£»urjd£n)enalty of perjmy-thatltnhe jjgjsi\6Tmy knowledge and belief the responses made herein are true and correct. / I rorAuthorized Agent Signature of Owner or Authorized Agent Date FORSBtHetAlrtrsTONLY:FIREDEPARTMENT OCCUPANCY CLASSIFICATION: DATE:I / EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 (04/07)County of San Diego - DEH - Hazardous Materials Division t n a 2 Z v I re o.Si U I §< ul 5 asso<0 r2<CM<* in \-LLJ COCO rr LJJ S wQ:2 >o^ •>. "~g sJ*^ 5 LU5? o iO i- to ?5v \!" ^vf< 03-17-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRl0023 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: 2659 GATEWAY RD CBAD St: 101 PCR 2131911900 Lot#: 0 $0.00 Construction Type: NEW CB091963 TOMMY V'S RESTAURANT-REVISE NON-BEARING DECORATIVE POST ATTACHMENTS & REV Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Applicant: GEORGE EDELMANN Owner: ISSUED 03/09/2010 RMA 03/17/2010 03/17/2010 760707-2192 Plan Check Revision Fee Additional Fees $65.00 $0.00 Total Fees:$65.00 Total Payments To Date:$65.00 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD PLAN CHECK REVISION APPLICATION B-15 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. Project Addressj Original Plan Check No.fl f-cC/3 Contact Address General Scope of Work Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: Calculations Soils Other 2 Describe revisions in detail Al^ -&M^~~D&^*hJ&. ^^T^-^/^M&Jr^ ^^#U--$ZZ*t/ In, ^<**s&sjC, flt/-1tfo£At\i 3 List page(s) where each revision is shown 4 List revised sheets that replace existing sheets 5 Does this revision, in any way, alter the exterior of the project? O Does this revision add ANY new floor area(s)? Q Yes T Does this revision affect any fire related issues? Q Yes 8 Is this a complete set? Q^Yes |~~1 No Yes ^"Signature 1635 FafadayAvenue(CafIsbad, CA 92008 Phone: 760-602-2717/27J8/2719 www.carlsbadca.gov Fax: 760-602-8558 O ). City of Carlsbad BUILDING DEPARTMENT 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760402-7S41/ Fax: 760^02-8558 Plan Chech Comments / 2OO7 Codes To:From: Steve Borossay Fax: Phone:Date: CONTACT HOURS FOR STEVE BOROSSAY: TUESDAY THROUGH FRIDAY: 1PM 5PM •> Pleaae make correction* referred to below and run TWO new prints. If red are on plane *• apart of this Plan Check response please return red marked set with the new prints. •> This Is • BUILDING REVIEW ONLY. Comments or approval do not anolv to anv othar Cttn department review. For Information on the status of approval from other departments please contact staff O760-602-271 7 / 2718 / 2719. ^u«i 5 tuoj- e.$i ; > : i • S c>y o/em^ L 4- T IT Floor Details 9 Trus Joist • TJf Joist Specifier's Guide 2025 • September 2003 Load bearing or shear wall above (must stack over wall below) Blocking panel Load bearing wall above(must stack over wan below) Intermediate Bearing — No Load Bearing Wall Above 2x4 minimum squash blocks Web stiffeners required each side at B1W Web stiffeners required each side at B2W Web stiffeners required each side at B3W Blocking panels may be required with shear walls above or below— see detail B1 Bearing plate: Flush plate with inside face of wall or beam Blocking panels may be required with shear walls above or below— see detail B1 Two 2!/2" screws for 2x_ strapping connections Top flange hanger Apply sub floor adhesive to all contact surfaces Web stiffeners required if sides of hanger do not laterally support at least %" of TJI® joist top flange Two Sd (2M>") box nails or 2Vz" screws, typical Applications shown in this guide do not require blocking, strapping, or a directly applied ceiling; however, hackspan bracing of cantilever applica- tions is required when specified by software Backer Mock: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with ten 10d (3") box ' nails, clinched when possible. Backer block (both sides) of web with single TJI® joist Filler and Backer Block Sues Filler block: Nail with ten 10d (3") box nails, clinched. Use ten 16d (31/2M) box nails from each side with TJI* 560 joists. With top flange hangers, backer block required only for downward loads exceeding 250 Ibs or for uplift conditions TJI® Depth Filler Block* (Detail H2) Cantilever Filler (Detail E4) Backer Block* (Detail F1 orH2) 110 914" or ... 11W 14 2x6 2x8 2x6 2x10 4'-0" 6'-0" long long W or Vf 210 9%" or 14" or 11W 16" 2x6 + ¥f 2x8 + W sheathing sheathing 2x6 + «' 2x10 + 54" sheathing sheathing 4'-0" long 6'-0" long W or W 230 or 360 9%"or 14" or 11%" 16" 2x6 + Vf 2x8 + Vf sheathing sheathing 2x6 + Vf 2x10 + 14" sheathing sheathing 4'-0" long 6'-0" long 1"net L 560 11%" 14" OrIT/* 1ff. Two Two 2x6 2x8 Not applicable 2x6 2x8 * If necessary, increase filler and backer block height for face mount hangers. Maintain W gap at top of joist; see detail W. Filler and backer block dimensions should accommodate required nailing without splitting. load from above 2x4 minimum squash blocks Use 2x4 minimum squash blocks to transfer load around TJt11 joist Fastening of Floor Panels to TJI® Joist Flanges and Trus Joist Rim Board Closest On-Center Nail Size 8d(2W)box 8d (2V&") common 10d (3"), 12d (3V4") box iOd (3"), 12d (3VV) common 16d (3W) common TJI® 110, 210 2W 3Vf 3'' 414" N.A. 230, 360, and 560 2" 2"- 2. 3" 4" Spacing per Row Trus Joist Rim Board 1" 6" 6" 6" 6" L. 16" 1V4" 4" 4" 4" 4" 6"(D (1) Can be reduced to 3" on-center with maximum nail penetration of 1W into the narrow edge. Also see nailing requirements on page 8 Silent Floor® Joist Framint^Tms Joist • TJI-3 Joist Specifier's Guide 2025 • September 2003 Silent Floor* joist framing does not require bridging or mid-span blocking Joists must be laterally supported at * cantilever and end bearings by blocking panels, hangers or direct attachment to a rim board or rim joist r Safety bracing (1x4 minimum) placed at 0' on-center (& on-center for TJI* 110 joists) and extended to a braced end wall. Fasten with two 8d (2Vfc") nails minimum. Protect untreated wood from direct contact with concrete 11/2" knockouts at approximately 12" on-center See Exterior Peck Attachment on page 10 5ee ALLOWABLE HOLES on page 11 WARNING Joists are unstable until laterally braced. See warning notes on page 5. TJI® Joist Nailing Requirements at Bearing TJI® Joist to Bearing Plate Trus Joist rim board One 0d (2M>") box nail each side. Drive nails at an angle at least T/a" from end. Squash Blocks to TJI® Joist (Load bearing wall above) One 10d (3") box nail into each flange 13A" minimum bearing at end support; 3X2" minimum at intermediate support Rim to TJI® Joist Trus Joist rim board or TJI* 110 rim joist: \ One 10d (3") box nail \ into each flange / TJI* 210, 230, and / 36O rim joist: One 16d (31/2") box nail into each flange TJI* 560 rim joist: Toenail with 10d (3") box nails, one each side of TJI® joist flange Top View Also see Detail B2 on page 9 TJI® 560 floor joist Web Stiffener Attachment Gap: V&" minimum 23A" maximum Three 8d (2'/z") box nails, clinched Web stiffener each side<1>: TJI* 110 joists: %" x 26/fe" minimum TJI* 210 joists:3A" x 25/ie" minimum TJI* 230 and 360 joists: %" x 25/ie" minimum Tight TJf* 560 joists only Gap: Ve," minimum 23A" maximum Three 16d (3'/2M) box nails r TJI® 560 rim joist 2x4 web stiffeneK2) Tight (1) Web stittener material shall be PS1-95 or PS2-92 sheathing, face grain vertical (2) 2x4 construction grade or better PO Bu* Z6ZI63 San DinfHi, Ca. 92196 Inl: 8!jB«fj27«QHIS Fux: TO: FAX NUMBER : FROM: FAX NUMBER: •^^•^/-^s^- -e^cxs DATE: REGARDING:I. \tr ••- IOIAL NUMBtK Oh PAGbS INCLUDING C moNi NiiMhik ink loiiow COMMENTS: ^ /<4V f u . r PO SHU DJUIID. Ca. 92I9G Inl: BlB-527-nBIH hax: B58-b27«r/EV www TO: FAX NUMBER : FROM: I AX NIIMUlk: DATE: REGARDING: TOTAL NUMBfcK Oh HAGbS INCLUD&JG COVfcR: I'llONI NUMKIK It* I 01 |OW UP: COMMENTS; /T •05.06.2010 12:41 PM PAGE. I/ 1 Hux 7RZIfi3 SiDnDicgn.Ca.92l9C Tnl: SSR-^V-UHIB I,-ix HJiK-MV-r/liV www.pqrlesiflnsliiilin.nnm TO: I AX NUMbLK: : FROM; FAX NUMBtK: DATE: REGARDING; IHlAI NDMIUK'Ol |'A( ;l S INCMUDINr, C!OVI 10; PI IONE NUMBER FOR FOLLOW UP: COMMENTS: \/ '5 (Cod FLOOR DETAILS 8 Support Detail Filler block each side; nail to web Face mount hanger Support member Load K 250 III maximum laid an be supported on each side of tht TIP Joist bottom flange at 5' on-center, provided the toad is included in normal design loads. Use this detail for loads exceeding these limits. For additional Information on supporting sprinkler systems, see the Sprinkler System Installation Guide (Reorder WOM-1000). 9 Top-Loaded Double Joist TJI«joists Field- or shop-installed full-length filler blocks. (Not required on joists 20' or less in depth if sheathing is nailed to both joist flanges.) OUTRIGGERS 10 TimfaerStrand® LSI Outrigger 2x_' TimberStrand* LSL outrigger TJI® blocking panel Two rows lOd (3") nails minimum at 6" o.c. Squash block (tight fit) Single or double outrigger can be used, depending upon load. See table and notes for capacity. TimberStrand® LSL Double 2x_ Outrigger Capacities Oitrfi ill 393 258 149 9*63 44 32 452 239 150 101 71 52 491 311 239 ISO 101 71 52 FfW 393 384 378 330» 244 172 125 94 72 57 46 37 452 T 481 442 386'" 330"» 289'u 257i» 200 150 116 91 73 59 463W 386i« 33001 289<» 257W 200 ISO 116 91 73 59 393 384 378 33QO) 289") 257«> 231"' 210W 191 151 121 98 81 452 442 386'" 330» 289") 257<» 231») 2100) 193") 178«i IBS'" 154D) 129 491 386") 330» 289") 25718 231") 193<« 17818 165") 15418 129 (1) Values are limited by plate bearing stress, assuming a 3M* wide SPF plate (FDJ = 425 psi). Other conditions may apply. Plate bearing stress shall not be increased for duration of load. • Bold italic values may be increased 4% for repetitive-member use if three or more adjacent members are joined by load distributing elements and are spaced no more than 24" on-center. • Single 2x_ outriggers are permitted with TJI* joists; use half of the allowable load shown for double outriggers. Table is based on: 1.3E Grade Fv = 400 psi Fb = 1,700 psi'1' E = 1.3xlO« psi 1.5E Grade F» = 400psi Fb = 2,250 psi'1' E = 1.5xl06psi (1) For 12" depth. For other depths, multiply by [T\ Cantilever Deflection • 2L/480 at floor live load (live load = 0.80 x total load) • 2L/240 at roof total load 12 iLevel Trus Joist* Commercial TJr* Joist Specifier's Guide COM-200O December 20O7 TJI® JOIST SPRINKLER DETAILS 12 All TJI® Joists Beam clamp. Certification of compliance to NFPA 13 to be provided by clamp manufacturer upon request. H" diameter eye rod or L-rod 13 All TJI® Joists Two 16d (3J4 common nails per end Section A-A Check Hangs anil clamp dimensions for compatibility Pipe size at maximum hanger spacing: 4" 4x_ minimum No. 2 grade Douglas fir or southern pine hanger block 2W minimum (3" at mains) U-hook per NFPA13, center between joists H" x 2W lag screw (2 places) Pipe size at maximum hanger spacing: 3K" 14 All TJI® Joists Two 16d (3W) common nails per end 15 Commercial TJI® Joists Only 3' lag screw (W lag screw into a Me" lead hole or W lag screw into a 14" lead hole) Wi" minimum (3" at mains) W maximum 4x_ minimum No. 2 grade Douglas fir or southern pine hanger block Pipe size at maximum hanger spacing: 2" with U'x 3'lag screw 2Wwith H"x 3" lag screw 3%'with it" x 3'lag screw Hanger rod or support per NFPA 13, center between joists Hanger rod or support per NFPA 13 • Penetration of screws into web is allowed. Pipe sizs at maximum hangar spacing: 2' Ceiling flange with two Ms" x \Vf lag screws or 18 gauge x 1V4" screws 16 All TJI® Joists 2x6 x 18" long, resting on bottom flange 2W minimum Two W diameter machine bolts with washers—cinch tight U-hook perNFPA 13 17 Commercial TJI® Joists Only H" x 2" long lag screw 2x6 x 18' long (Me" lead hole required) " maximum Steel angle trapeze Pipe size at maximum hanger spacing: 4" Steel angle trapeze per NFPA 13 Hanger rod or support per NFPA 13, center between joists Pipe size at maximum hanger spacing: 2" 8 iLevel Trus Joist9 Commercial Sprinkler Installation Guide COM-100O February 2007 04-26-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCR10015 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: EDELMANN 2659 GATEWAY RD CBAD St: 101 PCR 2131911900 Lot#: $0.00 Construction Type: CB091963 0 NEW TOMMY V'S-METAL STUD GAUGE NOTE ELIMINATED,PICK POINTS FOR CUBE CEILING Status: ISSUED Applied: 02/12/2010 Entered By: KG Plan Approved: 04/26/2010 Issued: 04/26/2010 Inspect Area: Owner: GEORGE 1825 ASTON AVE CARLSBAD 92008 760-707-2192 Plan Check Revision Fee Additional Fees $107.50 $0.00 Total Fees:$107.50 Total Payments To Date:$107.50 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specif ed fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY Of- PLAN CHECK REVISION APPLICATION B-15 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. Project Address |op Original Plan Check No. 4t- to( __ Date Contact Address General Scope of Work A/£736~ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. I Elements revised: 0Plans n Calculations Q Soils Q Energy [^ Ofhpr<^iufT'-Sffgg4s . 2 Describe revisions in detail W£ttf. d\j€«o /c5 ^fj$u£t6— ^?Z£<— Srrzxj* *Jlc7"t{i~. ^7/"/#/2£*AO ^L»x v&/£f £&CjkTl<r*^^ f-o/L*. UU&dO ^Lefif^Cf 3 List page(s) where each revision is shown A7..0- 4 List revised sheets that replace existing sheets A-*.<^ 5 Does this revision, in any way, alter the exterior of the project? 0 Does this revision add ANY new floor area(s)? Q Yes 1 Does this revision affect any fire related issues? [~] Yes O Is this a complete St?7 Yes Yes No 1635Farajs 5ad, CA 92008 Phone: 760-602-2717/2718/2719 www.carlsbadca.gov Fax: 760-602-8558 EsGil Corporation In Partnership -with government for (BuMing Safety DATE: 2/24/10 JURISDICTION: City of Carlsbad TTPCANREVIEWER a FILE PLAN CHECK NO.: 09-1963 PCR10-015 SET: I PROJECT ADDRESS: 2659 Gateway Rd Suite 101 PROJECT NAME: Tomaso's Restaurant - TI XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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. The applicant's copy of the check list has been sent to: XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. X] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D PC 2/16/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 *• (858)560-1468 + Fax (858) 560-1576 City of Carlsbad 09-1963 PCR1O-015 2/24/1O [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 09-1963 PCR10-JURISDICTION: City of Carlsbad 015 PREPARED BY: Doug Moody DATE: 2/24/10 BUILDING ADDRESS: 2659 Gateway Rd Suite 1O1 BUILDING OCCUPANCY: A2 TYPE OF CONSTRUCTION: VB BUILDING PORTION Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Plan Check Fee by Ordinance Type of Review: Repetitive FeeRepeats D Complete Review D Other r—| Hourly EsGil Fee $107.50 I i $86.00 Structural Only Hr. @* $86.00 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc +