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HomeMy WebLinkAbout2000 FARADAY AVE; ; CB122698; PermitCity of Carlsbad 02-21-2013 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB122698 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: 2000 FARADAY AV CBAD Tl Sub Type: COMM Lot#: 0 Construction Type: NEW Reference# Status: ISSUED Applied: 12/17/2012 Entered By: JMA Parcel No: Valuation: Occupancy Group: Project Title: 2121202700 $53,000.00 RESIDENCE INN: 198 SF PATIO// Plan Approved: 02/21/2013 Issued: 02/21/2013 Inspect Area Plan Check#: REROUTE GAS FOR BBQ//ADD EXHAUST HOOD//EXPAND FITNESS ROOM 17 SF// 1-HR WALL ENCLOSURES FOR EXTERIOR REFRIG AND Applicant: BENJAMIN BLAZ STE. 100 1045 14TH ST. FREEZER. SAN DIEGO CA 92101 619-398-3480 Building Permit Add'I Building Permit Fee Plan Check Add'! Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $465.32 $0.00 $325.72 $0.00 $0.00 $11.13 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 $0.00 Total Fees: $803.17 Total Payments To Date: Inspector: yvl. ~ Owner: CARLSBAD LANDOWNERS L L C 105 DECKER CT #500 IRVING TX 75062 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) 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 Green Bldg Standards Plan Chk TOTAL PERMIT FEES $803.17 Balance Due: Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? ?? $803.17 $0.00 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 6602D(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 vou have nreviouslv been niven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING OBUILDING OFIRE OHEALTH 0HAZMATIAPCD «~-~ CITY OF Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. CB /Z ... ·2 &, 1_?" Est. Value 63 ()--r;-i> CARLSBAD Plan Ck. Deposit JOB ADDRESS 2000 Faraday Avenue SUITEII/SPACEI//UNIT# 120 27 00 CT/PROJECT II LOT# PHASE# # OF UNITS II BEDROOMS #BATHROOMS CONSTR. TYPE OCC GROUP 49 121 Residence Inn by Marriott Ca V-A R-1 DESCRIPTION OF WORK: Include Square Feet of Affe7a(s) • I SY::: ~ Expand existing fitness Room to ad'!..!! SQ.and ~ting VT AC mecha~it within room. Remove existing BBQ, landscape paving and patio furniture. Providing (2) new BBOs, commercial exhaust hood with grease duct, commercial kitchen equipment, ~ .. new 60mm walk¥~ µavers, stone co~1Rterte19s, second pool enclosure gate, 1-HR rated wall assemblies and low roof.v--- EXISTING USE PROPOSED USE GARAGE (SF) PATIOS(SF) Hotel R-1 Hotel R-1 NA 1,738 DECKS(SF) NA FIREPLACE YEsO AIR CONDITIONING NO[ZJ YES0NolZJ FIRE SPRINKLERS YEs[ZINoO APPLICANT NAME (Primary Contact) APPLICANT NAME (Secondary Contact) Pete Kruse ADDRESS ADDRESS 3247 Sitio Oceano CITY CITY STATE ZIP Carlsbad CA 92009 PHONE PHONE FAX 760-845-2400 EMAIL EMAIL pjkca~att.net Carlsbad HHG Hotel Development, LP. CONTRACTOR BUS. NAME K.R. Commercial Interiors ADDRESS ADDRESS 105 Decker Court, Suite 500 754 N. Batavia Street CITY STATE ZIP CITY STATE ZIP lrvina TX 75062 Oranqe CA 92868 PHONE FAX PHONE FAX 972-510-1207 972-257-1175 714-516-2100 714-516-2110 EMAIL EMAIL dennis@kr-commercial.com ARCH/DESIGNER NAME & ADDRESS STATELIC.11 STATELIC.# CLASS CITY BUS. UC.# 547062 /~I e/lt; (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement rnat he is licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500)). ,, ,,,,, // ;, ' ,', ';:, ·~ ' Workers' Compensation Declaration: / hereby affirm under penalty of peljury one of the following declarations: D 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. ~ have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensalion insurance ca1rier and policy numberare:lnsuranceCo. $Pc,11ttl 't S.PoWN 1Nt;lf~ PolicyNo. c$T6o0:1. L/.,57 ExpirationDate 12./~f /1'2.- This section need not be completed if the permitis forone hundred dollars ($100) or less. r 1 D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensaaon Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to crtminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, dama es as provinr in Section 3706 of the Labor code, interest and attorney's fees. / .JiS CONTRACTOR SIGNATURE , \ (..o ~ l!f AGENT DATE 112-/J+ /I";,- I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: 0 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 /hereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for ...--,/ale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). ~ I, as owner of the property, am exclusively contracling 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 Sec/ion ____ .Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement 0Yes 0No 2. I (have/ have not) signed an applicalion for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone / type of work): Ji!S PROPERTY OWNER SIGNATURE ~NT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registrabon form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes ./ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes ./ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? . Yes _,..No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT, I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name ff/ t)., , Lender's Address , ,, ' ,,, "' 1>,/yt:!:i}A1~ &\f,<J'i:. @fJ:..r; 1/l]{?'IJ(§i"Jft ,}{§)1,:t 1 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 the City of Carlsbad to enter upon the above mentioned properly 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 demolrtion 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 permitis not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). _R5 APPLICANT'S SIGNATURE DATE /'J-. le/-·/'.).- STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY (Commercial Projects On lyJ Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. f CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE I FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICKUP: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# ------------· ---------MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAIL/ FAX TO OTHER: CHANGE OF USE/ NO CONSTRUCTION ~ APPLICANT'S SIGNATURE DATE ~ '-..<·=~ ~ CITY OF CB122698 2000 FARADAY AV RESIDENCE INN: 198 SF PATIO// CARLSBAD Building Division INSPECTION RECORD 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB REROUTE GAS FOR BBQ//ADD EXHAUST HOOD//EXPAND FITNESS ROOM 17 SF// 1-HR WALL ENCLOSURES FOR EXTERIOR REFAIG AND FREEZER. Tl COMM . 0 CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION Lot#: BENJAMIN BLAZ 0 FOR BUl"DING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/Building AND CLICK ON "Request In pection" RECORD COPY DATE: }3 760-944-8463 Allow 48 hours 760-438-3891 Call before 2 pm 760-6Q2-4660 Allow 48 hours Date Inspector #11 FOUNDATION #12 REINFORCED STEEL #66 MASONRY PRE GROUT #33 0 ELECTRIC SERVICE O TEMPORARY D GROUT D WALL DRAINS #35 PHOTO VOLTAIC #10 TILT PANELS #39 FINAL #11 POUR STRIPS #11 COLUMN FOOTINGS ~ A #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME D FLOOR D CEILING #44 0 DUCT & PLENUM 0 REF. PIPING #is ROOF SHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #49 FINAL #16. INSULATION coos # COMBO INSPECTION #18 . EXTERIOR LATH #81 UNDERGROUND (11,12,21,31) #17 . INTERIOR LATH & DRYWALL #82 DRYWALL,EXTLATH, GAS TES (17,18,23) #51 POOL EXCA/STEEL/BOND/FENCE #83 ROOF SHEATING, EXT SHEAR (13,15) #55 PREPLASTER #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL #89 FINAL OCCUPANCY ( 19,29,39,49) CODE # PLUMBING Date Ins ector #22 D SEWER & BL/CO D PL/CO FIRE Date Ins ector #21 UNDERGROUND DWASTE D WTR #24 TOP OUT D WASTE D WTR A/S UNDERGROUND VISUAL #27 A/S UNDERGROUND HYDRO #23 A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/SFINAL coos # STORM WATER 'F/AROUGH-IN #600 PRE-CONSTRUCTION MEETING F/AFINAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRIMN WARNING FIXED EXTINGUISHING SYSTEM FINAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURETEST #610 VERBAL WARNING MEDICAL GAS FINAL REV10/2012 SEE BACK FOR SPECIAL NOTES •I Inspection List Permit#: CB122698 Type: Tl D~!_~--_ Inspection Item 05/13/2013 89 Final Combo 03/29/2013 92 Compliance Investigation 03/28/2013 92 Compliance lnvestig·ation 03/25/2013 34 Rough Electric COMM Inspector __ -~ct MC f=I PB NR MC CO MC AP 03/14/2013 18 Exterior Lath/Drywall MC AP AP PA AP AP AP AP AP AP 03/13/2013 66 Grout MC 03/12/2013 66 Grout MC 03/08/2013 14 Frame/Steel/Bolting/Weldin MC 03/08/2013 31 Underground/Conduit-Wirin MC 03/08/2013 34 Rough Electric 03/07/2013 11 Ftg/Foundation/Piers 03/07/2013 13 Shear Panels/HD's 03/07/2013 23 02/28/2013 11 02/27/2013 11 02/26/2013 11 Tuesday, May 14, 2013 Gas/T esURepairs Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers MC MC MC MC MC MC MC AP CA PA RESIDENCE INN: 198 SF PATIO// REROUTE GAS FOR BBQ//ADD EXHAUST Comments SEE CARD FOR COMMENTS PANEL SL-1 MAKE UP 2ND LIFT 1ST LIFT CONDUIT ONLY, BBQ & FIRE PIT FIRE PIT METER TO BBQ, FIRE PIT & PATIO HEATERS 4 COLUMN FTGS/STEEL PER CONTRACTOR FTG/STEEL AT REFRIGERATOR/FREEZER PAD Page 1 of 1 EsGil Corporation In (!'artnersliip witli government for <Bui{aing Safety DATE: 2/21/2013 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2698 PROJECT ADDRESS: 2000 Faraday Avenue PROJECT NAME: Courtyard Renovation SET: III D ~~NT D ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Fax #: Mail Telephone Fax In Person ~ REMARKS: 1. The revised P sheet (P1 .0, P1 .1, P2.0, P3.0 and P3.1 at building department) shall be slipped into city Ill set (at building department). 2. The City Buil~review evidence of Health Department approval for purposed BBQ's. 3. City of field verify that the path of travel from the handicapped parking space to the remodel area and the bathrooms serving the remodel area comply with all the current disabled access requirements. By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 2/14 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In ~artnersliip witli qovernment for (}JuiCaing Safety DATE: 12/27/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2698 PROJECT ADDRESS: 2000 Faraday Avenue PROJECT NAME: Courtyard Renovation SET: I D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D 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. D 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: Benjamin Blaz D 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: Benjamin Blaz Telephone#: 619-398-3480 Date contacted: f 1,./2-7-/1 z_ (by: ~ ) Email: Benjamin@acm-architects.com Fax #: t Mail/ Telephone./ Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation [gJ GA D EJ D PC 12/18 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-2698 12/27/2012 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-2698 OCCUPANCY: Rl/B/A2/A3 TYPE OF CONSTRUCTION: VA ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 12/27/2012 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: hotel/ office/ restaurant/ meeting ACTUAL AREA: STORIES: 3 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/18 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the' 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 12-2698 12/27/2012 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code, which adopts the 2009 IBC, 2009 UMC, 2009 UPC and the 2008 NEC. 2. Specify on the plans the following information for the new roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. 3. Provide the manufacturers clearances to combustibles for the two outdoor barbeques. Provide the architectural design to maintain these clearances for both the barbeques cabinetry and the building structure at the rear of the barbeque. 4. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. 5. Please refer to the following corrections for mechanical and plumbing items. 6. 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. 7. 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. City of Carlsbad 12-2698 12/27/2012 Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No 8. 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 David Yao at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 12-2698 PLAN REVIEWER: Glen Adamek SET: I GENERAL AND ARCHITECTURAL PME ITEMS 1. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 2. Please provide energy design for the about 30 square foot addition to the Fittness room #160. 3. The City Building Official to review evidence of Health Department approval for proposed BBQs and kitchen hood system. 4. Please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 1 O feet of a roof edge or open side of a walking surface ... " PLUMBING (2010 CALIFORNIA PLUMBING CODE) 5. Correct sheets A0.01 and A1.01 that show an existing gas line and a new gas line under the new Trellis over the new BBQs and new island bar, to agree with Sheet P3.0 and detail compliance with CPC, Section 1211.1.6. 6. The gas line riser plan on sheet P1 .1 does not agree with the gas line plan on sheet P3.0: Sheet P1 .1 show two gas pressure regulators near the gas meter. One gas pressure regulator is for the 5 new gas patio heaters, two new gas BBQs and for the new fire pit. And the other gas pressure regulator for the existing 3 inch gas line to the existing mechanical room. Sheet P3.0 shows only City of Carlsbad 12-2698 12/27/2012 one gas regulator serving all the items shown on the two gas pressure regulators shown on sheet P 1. 1 . Please correct. 7. Clearly show the total gas demand for the existing mechanical room served by the existing 3 inch low pressure gas line. 8. Please provide gas line sizing calculations for the 5 psi gas line from the public gas meter to the new gas connection for the 5 new gas patio heaters, two new gas BBQs and for the new fire pit. Please show the total gas demand (existing plus new) on the public gas meter and the total developed pipe length from the public gas meter to the most distant gas pressure regulator. 9. Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator and vented to the exterior. CPC 1209.7 & 1211.10. 10. No gas piping sediment traps shown for the proposed patio heaters. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1212.7. 11. Detail how the gas valve and gas piping out of the ground at each proposed patio heater are to be protected from impact and water. MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 12. Please provide complete corrected plans, details and calculations for the proposed gas BBQ units and the metal hood over the BBQ units to show compliance with CMG, Section 920.0. The hood is too small to cover both BBQs. 13. Please provide cut-sheets and installation instructions for the gas fired fire pit shown on sheet P3.0 (replacing existing fireplace). 14. Provide cut-sheets and installation instructions for the two gas fired BBQ units. 15. Please provide the MECH-3C forms showing the required mechanical ventilation rates for the larger Fittness room #160, conditioned space. Coordinate the mechanical and the Title 24 outside air design. CMC 403.0 & Title 24 121(b)2 & (d). 16. provide mechanical plans for the Fittness room #160 and show the required outside air as per MECH-3C form. 17. Please provide sections through the hood and exhaust ducts to the exhaust fan showing framing around the proposed duct wrap around the exhaust duct. The proposed grease duct wrap may not be exposed to weather. 18. Please detail roof access to roof mounted HVAC equipment. CMG 904.10.3.3. Including access to the exhaust fan for the hood over the BBQ units. City of Carlsbad 12-2698 12/27/2012 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) • Electrical and Energy are fine as submitted. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. d) Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones (if any) must be shown to comply with all accessibility features. 2. Show that dining, banquet and bar facilities are accessible, per Section 1104B.5, as follows: Provide min. 60 " long 34" height accessible bar counter per 1104B.5 .4. a) Access is provided at primary entrances and exits as required by Section 1133B.1.1. City of Carlsbad 12-2698 12/27/2012 b) 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 :2:1 space per functional area. c) Restrooms shall be accessible. d) Access to food preparation areas comply with the provisions for entrance doors and doorways, and aisles. END OF DOCUMENT City of Carlsbad 12-2698 12/27/2012 [DO NOT PAY-THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2000 Faraday Avenue BUILDING OCCUPANCY: Rl/B/ A2/ A3 BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier renovation Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance .., I Type of Review: El Complete Review D Repetitive Fee 3Repeats Comments: D Other D Hourly EsGil Fee PLAN CHECK NO.: 12-2698 DATE: 12/27/2012 TYPE OF CONSTRUCTION: VA Reg. VALUE Mod. per city D Structural Only ($) 53,000 53,000 $465.32! $302.461 $260.581 Sheet 1 of 1 macvalue.doc + ,1 · ·EsGil Corporation In <Partners/Up witli government for <Bui(tfing Safety DATE: 12/27/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 12-2698 PROJECT ADDRESS: 2000 Faraday Avenue PROJECT NAME: Courtyard Renovation SET:I RESPONSE D APPLICANT CJ JURIS. CJ PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building. department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. C8J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation .until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. C8J The applicant's copy of the check list has been sent to: Benjamin Blaz D EsGil Corporation staff did not advise the applicant that the plan check has been completed. IZ! EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Benjamin Blaz Telephone#: 619-398-3480 Date contacted: (by: ) Email: Benjamin@acm-architects.com Fax #: Mail Telephone Fax In Person D REMARKS: By: David Yao EsGil Corporation 181 GA D EJ D PC Enclosures: 12/18 RECEIVED JAN t 4 iorn CITY OF CAAL.liAO BUIL.DINCi DIVISION 9320 Chesap(?ake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 12-2698 12/27/2012 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 12-2698 OCCUPANCY:, Rl/B/ A2/ A3 TYPE OF CONSTRUCTION: VA ALLOWABLE FLOOR AREA: SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLA.N REVIEW COMPLETED: 12/27/2012 FOREWORD (PLEASE READ}: JURISDICTION: City of Carlsbad USE: hotel/office/restaurant/meeting ACTUAL AREA: STORIES: 3 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/18 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in -the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuc1nce of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 1 05.4 of the ~009 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 y_ou submit the revised plans. City of Carlsbad 12-2698 12/27/2012 Please make all corrections, as requested in the correction list. Submit FOUR new · complete sets of plans for commercial/industrial projects {THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. '!""'I! 2. 3. 4. 5. 6. 7. 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2010 California Building Code, which adopts the 2009 IBC, 2009 UMC, 2009 UPC and the 2008 NEC. -rz,o ..t ~ ~ Specify on the plans the following information for the new roof materials, per Section 1906.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. Provide the manufacturers clearances to combustibles for the two outdoor barbeques. Provide the architectural design to maintain these clearances for both the barbeques cabinetry and the building structure at the rear of the barbeque. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. Please refer to the following corrections for mechanical and plumbing items. 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 pag~, 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. ,' City of Carlsbad 12-2698 12/27/2012 Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes O No 8. 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 David Yao at Esgil Corporation. Thank you. · PLUMBING AND MECHANICAL CORRECTIONS + PLAN REVIEW NUMBER: 12-2698 PLAN REVIEWER: Glen Adamek SET: I 1. 2. 3. 4. GENERAL AND ARCHITECTURAL PME ITEMS Each sheet of the plans must be signed by the.person responsible for their preparation, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Please ·provide energy design for the about 30 square foot addition to the Fittness room #160. The City Building Official to review evidence of Health Department approval for proposed BBQs and kitchen hood system. ,!Y'µ Please correct the drawings to show the required 42 inch tall "Guards" (guard tall~) as per IBC, Section 1013.5: "Where appliances, equipment, fans, roof hatch openings or other components that require service are located within 1 O feet of a roof edge or open side of a walking surface ... " ,.~c,,µ PLUMBING (2010 CALIFORNIA PLUMBING CODE) 5. Correct sheets AQt01 and Att01 that show an existing gas line and a new gas line under the new Trellis over the new BBQs and new island bar, to agree with ~ Sheet P3.0 and detail compliance with CPC, Section 1211.1.6. 1l~ r.'fl"' rt'-~ 6. The gas line riser plan on sheet P1 .1 does not agree with the gas line pl~n on sheet P3.0: Sheet P1 .1 show two gas pressure regulators near the gas meter. One gas pressure regulator is for the 5 new gas patio heaters, two new gas BBQs and for the new fire pit. And the other gas pressure regulator for the existing 3 inch gas line to the existing mechanical room. Sheet P3.0 shows only City of Carlsbad 12-2698 12/27/2012 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. one gas regulator serving all the items shown on the two gas pressure regulators shown on sheet P1 .1. Please correct. Clearly show the total gas demand for the existing mechanical room served by the existing 3 inch low pressure gas line. Please provide .gas line sizing calculations for the 5 psi gas line from the public gas meter to the new gas connection for the 5 new gas patio heaters, two new gas BBQs and for the new fire pit. Please show the total gas demand (existing plus new) on the public gas meter and the total developed pipe length from the public gas meter to the most distant gas pressure regulator. Detail the gas regulator requirements: An accessible shut-off valve installed upstream of the regulator and vented to the exterior. CPC 1209.7 & 1211.10. No gas piping sediment traps shown for the proposed patio heaters. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 121~.7._ Detail how the gas valve and gas piping out of the ground at each proposeAd patio heater are to be protected from impact and water.p,u)1 MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) ~ Please provide complete corrected plans, details and calculations for the 'W proposed gas BBQ units and the metal hood over the BBQ units to show s,compliance with CMC, Section-920_.0 .. The hoodjs too small to cover both BBQs. . . -"""·,·;:. -. Please provide cut-sheets and instailation -instructions for the gas fired fire pit ,i-i shown on shee~ P3.0 (replacing existing fireplace). 1,-I) b'1tl rn 4 c'is \ \ 'l Provide cut-sheets and installation instruct1611$JQr the two gas fired BBQ units. f.>ri::~IJ Please provide the MECH-3C forms showing the required mechanical ventilation rates for the larger Fittness room #160, conditioned space. Coordinate the mechanical and the Title 24 outside air design. CMC 403 .0 & Title 24 121 (b )2 & (d). provide mechanical plans for the Fittness room #160 and show the required outside air as per MECH-3C form. Please provide sections through the hood and exhaust ducts to the exhaust fan showing framing around the proposed duct wrap around the exhaust duct. The proposed grease duct wrap may not be exposed to weather. Please detail roof access to roof mounted HVAC ~quipment. CMC 904.10.3.3. Including access to the exhaust fan for the hood over the BBQ units. ~-~ {!"(J~r, ; . City of Carlsbad 12-2698 12/27/2012 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFO.RNIA ELECTRICAL CODE) • Electrical and Energy are fine as submitted. Note: If you have any questions regarding this Electrical and· Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 11348.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new'' construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that s~rve the remodeled area must be shown to comply with all accessibility features. d) . Existing drinking fountains (if any) must be shown to comply with all accessibility features. e) Existing public telephones-{if any) must be shown to comply with all accessibility features. 9,!f! 1fS"'Z-~ rT · 2. Show that dining, banquet and bar facilities are accessible, per Section 1104B.5, as follows: Provide min. 60" long 34" height accessible bar counter per 1104B.5 .4. a) Access is provided at primary entrances and exits as required by Section 11338.1.1. City of Carlsbad 12-2698 12/27/2012 b) Fixed seating,.counters and/or tables shall comply with Section 11048.5.4 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. c) Restrooms shall be accessible. d) Access to food preparation areas comply with the provisions for entrance doors and doorways, and aisles. END OF DOCUMENT ., ,,. -iTurbo Elite 4-bumer Built-In days 0 2 hours 0 7 minutes 4 8 seconds 1 2 GRILLS OUTDOOR HEATERS Product Videos -Click images to view • Page 1 of2 RESPONSF 0ltems Like 380 I Search Keywords ·o Products ., Content 0 STORE LOCATOR FRANCHISE OPPORTUNITIES SUPPORT PRODUCT MANUALS ISLANDS FIRESIDE ACCESSORIES & PARTS GRILLING & COOKING Turbo Elite 4-burner Built-In Price: $1,499.00 f'pr~a·o·e ....... _ .. E] J>L...u~ ~;;,:; ,_ . ~.......... .. . .. N l"T"" Write a review I No reviews for this product. · Description Features Specs H+FHRHI All new for 2012, the Turbo Elite model features 4 main burners, plus an infrared rolisserie burner for added versalilily. The Elite is conslrucled of heavier stainless steel and fits lraditional cul out dimensions, making It an ideal replacement grill for many existing outdoor kitchens. Side burners, cabinets and must-have accessories are available lo compliment !his grill in your outdoor kitchen. - Rotisserie kit included with grill You may also like: .[ 14x20 Stalnless Door with handle /horizontal) $179.00 Turbo 31" Stainless Double Access Door $269.00 i·i·i·UHMdt'.i~ · Turbo S/S Flame Tamer $44.99 RECEIVED JAN 14 2013 CITY OF CARLSBAD BUILDING DIVISION http://www.bbqgalore.com/turbo-elite-.4-bumer-built-in.html 11/20/2012 Built-In Specifications ,~mpot1ant Note to Consumer: This flysheet is not intended to replace your Owners' Manual Which contains specific safety requirements and consumer guidelines. Please refer to your Owners' Manual prior to operating your built-in bbq rff~~~ Clearance for Hood to Backsplash: Turbo 7'' Turbo Elite 6" Odeon: 6" (! -.---Rear• i; -------.· Grand Turbo: 6" I I F ·-==f:.==---:..:.::=-·-, i-Clearance to Combustible Construction: • I 1-.. Sicte'* . .._,, 7 When choosing a location for your gas r V f I N=-c=nusorue ~ . f Construction Depth grill, you should not have it located under any combustible construction. The --T--1( .. { I side, bottom, and back of the gr/II should i 11 l . not be any closer than 36« to lb -· _ _ l Height combustible construction. Height"' l --·---=.:::....-::::=::::::::::::....-:: __ _ **Warning** 1 l--.. -Widh ---J. °l All gas grills listed are intended for outdoor use only and are not intended .to be installed in or on recreational vehicles or boats. Electrical Outlets Model/Product Description Cutout Dimensions Overall Dimensions Total BTU Ratings Needed (110V) Grills Height Width Depth Height Width Depth LP NG otisse ri Transformer Turbo26'' 9-1/2" 24-1/2" 19-3/4" 10" 27-3/4" 23.5" 42,000 42,000 Optional No Turbo 32" 9-112" 30-1/2" 19-3/4" 10" 33-3/4" 23.5" 56,000 56,000 Optional Qty 1 Turbo Elite 4 bumer 2012 9-112" 30-1/2" 19-3/4" 9" 34" 25" 61,000 61,000 Qty 1 Qty 1 · Turbo Eiite 5 burner 2012 9-1/2" 38-1/2" 19-3/4" 9" 41-1/2" 25" 73,000 73,000 Qty 1 Qtv 1 ~ Turbo Elite 4 burner 2011 9-112" 30-1/2" 19-3/4" 9'' 33-1/2"'' 26-1/2" 68,000 68,000 Qty 1 Qtv 1 1:111e o oumer ,,., ;,-,.-"'"""' "ltf•,>1 .. ::, .. 1-11..:; "'"" "' Ul,~uu Ul,uuu _., -" I Grand Turbo 38" 10" 38-3/4" 24-1/2" 9-3/4" 42" 26" 100,000 100,000 Qty 1 Qty 1 Grand Turbo 52" 10" 52-3/4" 24-1/2" 9-314" 56" 26" 122,000 122,000 Qty 1 Qty 1 Grand Turbo Crossray 10" 38-3/4" 24-1/2" 9-3/4" 42" 26" 60;000 60,000 Qty1 Qty 1 Odeon 26" 2011 9-1/2" 24-1/2'' 19-314" 10-1/2" 27" 25" 30,000 30,000 Optional Odeon 32" 2011 9-1/2" 30-1/2" 19-3/4" 10-1/2" 34" 25" 48.000 48.000 Optional X Senes Crossray 10" 38-3/4" 24-1/2" 10-1/2" 43" 36" 52,000 52.000 No Side .B..w.:ners Turbo 2010 Standard 10" 12-1/2" 20-1/2" 10-5/8" 16-114" 24-7/8" 24.000 24,000 No No Turbo STS Sear 10" 12-112" 20-112" 9-112" 16-1/8" 22-316'' 23,000 23,000 ·No No Grand Turbo Standard 10" 17-112" 24-1/2" 9-3/4" 20-112" 26" 26,000 26,000 No No Grand Turbo Sear 10" 17-1/2" 24-112" 9-314" 20-1/2" 26" 24,000 24,000 No No Refrigeration Turbo Fridge 34" 21.5" 21.75" 32-314" 20-1/4" 21-114" NIA NIA NIA Qty 1 Outdoor Turbo Cooler 33-1/2'' 24-1/4" 27" 32-314 23-112" 25" NIA NIA NIA Qty 1 Island Accessories 17"x24" Single Door 17.5'' 24.5" NIA 1975" 26.75" N/A 24"x17" Single Door 24.5" 17.5" NIA 26.75" 19.75" NIA 14''x20" Single Door 14.5" 20.5" NIA 16.75" 22.75" NIA 20"x14" Single Door 20.5" 14.5" NIA 2275'' 16.75" NIA 26'' Double Door 20.5" 20.75" NIA 24" 24.25" NIA 31" Double Door 205" 26.5" NIA 24" 30" NIA 39" Double Door 20.5" 34.5" NIA 24" 38" NIA 20"x14" Dual Drawer 20.5" 14.5" 20.5" 22.75" 16.75" 20" 30" Masonry Drawer 13.5" 31.5" 20.5" 15.5" 33.5'' 20" 3 Drawer Cabinet 24.5" 17.25" 17.25" 25.75'' 18.25" 18" Paper Towel Holder 8.25" 13.5" 8" 9.5" 14.75" 7.5" Drop in Cooler 1725"' 23" 11.5" 18.25" 24.5" 11" Can be turned in either direcbon, LP Tank Drawer 20.5" 14.25" 17.5" 22.5" 15.75" 17" I I I Cutout Dimensions: Build your barbecue island to these specifications to ensure proper fit of the product being used. Overall Dimensions: Describe the actual dimensions of the product once it is resting/installed in a barbecue island. Total BTU Ratings: These numbers show the lotaJ volume of gas used by the product While operating at full capacity . . . ••• All stated d,m7ns1ons ~bove are accurate but as grill bodies can vary by 1/8 ', we recommend measunng your purchased unit to confinn your cut out dimensions or having your contractor cut based off of actual grill dimensions• .. Grill Installation Codes: These gas appliances must be installed in accordance With all local codes. In areas without local codes, follow the latest edition of the National Fuel Gas Code ANSI 2223. 1. In Canada, installation must conform to standard CANICGA 1b149.1 or 1--b149.2 (Installation Code for Gas Burning Appliances and Equipment) and all local codes. Questions? Call our Grill Information Center: 1-800-752-3085 Monday thru Friday Sam-4:30 CST .4- ' .. Grand Hall Limited Warranty Grand Hall will warrant to the ORIGINAL PURCHASER of this product that it will be free of defects in material and workmanship for set periods below from the date of purchase when used under normal outdoor use and correct assembly: Cooking Grids and SS Burners -5 Year Limited Warranty(No rust through or burn through) Infrared Burner -3 Year Limited Warranty Flame Tamers, Valves, and Plastic Components -2 Year Limited Warranty Electronic Components -1 Year Limited Warranty Grill Head and Grease Tray -10 Year Limited Warranty All remaining parts -2 Year Limited Warranty Grand Hall will require reasonable proof of your date of purchase. Therefore, you should send in the owner registration card or register online at www.grandhall.com. Save your receipt in case it is required as proof of purchase. This Limited Warranty is limited to replacement of parts at Grand Hall's option that proved to be defective under nor,:nal use and service. Grand Hall may require the return of defective parts for examination before issuing replacement parts. If you are required to return defective parts, shipping charges must be prepaid. No returns will be accepted without prior authorization from Grand Hall. Upon examination and to Grand Hall's satisfaction, if the original part is proven defective, Grand Hall may approve your claim and elect to replace such parts without charge. You will be charged for shipping and handling of the replacement parts. I This Warranty does not cover any failures or operating difficulties due to accident, abuse; misuse, alteration, misapplication, vandalism, improper installation, maintenance, operation or service, as set out in the Operator's Manual. This Warranty does not cover cosmetic wear and tear such as scratches, dents, corrosion or discoloration caused by weather, heat, chemicals, paint loss, or surface rust. Deterioration or damage due to severe weather con<;litions such as hail, hurricanes, earthquakes, tsunami, tornadoes, Act of God or terrorism is not covered by this Limited Warranty. To Obtain Warranty: Call 1-877-934-7455 Monday-Friday 8AM-4:30PM CST Warranty Restrictions: • This Warranty is non-transferable and is void if product is used for commercial or rental purposes. • This Warranty applies only when the product is used in the United States or Canada. • This Warranty gives you specific legal rights, and you may also have other rights which vary from state to state. · Manufacturer: Grand Hall Enterprise Co., Ltd. 9th Fl., No. 298, Rueiguang Rd., Neihu, Taipei, Taiwan (114) «~§> ~ CITY OF CARLSBAD PLAN CHECK REVIEW. TRAN SM ITT AL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/31 /12 PROJECT NAME: Residence Inn -Marritt PROJECT ID: PLAN CHECK NO: CB12-2698 SET#: I ADDRESS: 2000 Faraday Av APN: 212-120-27 VALUATION: $53,ooo· fllllr' You may have corrections from one or more of the divisions listed in the table below [l] This plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction & Inspection Division is required: Yes No X, ~ For status from a division not marked below, please call 760-602-2719 D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: --. -. --.. r LAND: DEVELOPMENT ENG. : PLANNING FIRE-·PREVENTION 760-602-4610 . 760-602-2150. ·. 760-602-46$5 ... --·· . -----' . . -' '.. ,., • ,... -..... _,, • ¥"".,. -,· ..... , Ii ---"T' ••• ->-Chris Sexton Kathleen Lawrence l Greg Ryan i ' '' !, : _, 760-602-4624 ti' . -760-602-27 41 . 1: ' 760-602-4663 !! i Chris.Sexton@carlsbadca.gov j; Kath leen.Lawrence@carlsbadca.gov i Gregory.Ryan@carlsbadca.gov I I --. : Gina Ri.JiZ Ii IXI Linda Ontiveros 111 ;· ... ' Cindy Wong I : -··--i 760-602-4675 i, 760-602-2773 !" . ·-. 760-602-4662 Gina.Ruiz@carlsbadca.gov l '. Linda.Ontiveros@carlsbadca.gov I. Cynthia.Wong@carlsbadca.gov l: i I '· '~~ --· --!! j r Dominic Fieri : 1• ;i 760-602-4664 Dominic.Fieri@carlsbadca.gov --·-·~ --· ------••• V ~ • """ ... I -- Remarks: ; l . I . ) . ) ~~ ~~-w Ci'TY O·F. BU.ILD'IN.G :PLA-NCHECK CHECKLrST Devefopme-nt Service,s Land Development En~ineering 1635 Faraday Avenue 760-602-2750 www .c:adsbadca.gov CARLS:BAD · Q.u·1c:K~CH:t;-CKlA'l?PROVAI;.. ENGjNEi;RING Plan Check f~r CB12-2698_ 2O0.0 Faraday Av Proj~ct Address: Date: 1 2/31-/ 1 2 APN: 212-1 i0-2..7' . Project Description: Improvements hotel -no, additional irnp·act fees Valuation: $53,000 . . . 'ENGINl;!=RIN(; Contact: Lin'da .Ontiveros. Phone: 760-602-,.2773 0 RESIDENllAL I ' ', < • '• ORESIDENTIAL ADDITION MINOR ' -~" ' -~ ' . . - (<$20,ooo.o·o). 0 CARL$8AD:PREIVIIER0UTLETS . OOTHER: '' ', Email: ltn.da-~ontiveros@carlsba"ca.gov Fax: 7 6.0~ 6.02'-1 0 5 2 . .1ZJ TENANT :IMPROVEMENT . D PLAZA CAMINO REAL 0 C'OMP'LETE OFFICE BUILDING ' '' . . . . .., ' '. -· . f\:T ;·::_·7~'.:?? .. ~:~·,r;i.u:·:r-::;:~:71:::7-;;·',i:·_·:17°d~·Fro1At:~$:61;~i:~.:"--··:71~ •. : -·.· ~-·. 7 ·:.·::·:.:-:~ :-~--·:·:·q, .·.--.:_:, · '.,: :. · ,_. .. ,. · ·.·. ENGINEERING.Alil:rHOR]ZA1il0N.TO'ilSS.U.E:BUILDING.PERMIT . · '-. .. . . · . ' -1::: .. ,., ~--.· ..... "-__ ;_·:. ''.:··.···... . .... ·/ ., .. ,. .. -.. .. . . I · 1 :-,'. · · .·.BY~ :,; I',,•,,:-.'. DATE: 1.2/31112 . . ' ·1 ' ' '',, ' ' ', ', ',' • '• I .!.~' . I .•. -' ' .; <REM.A:_RKS'; , ·,· : '; ''t-'. .--::;·,.'',,, :' :: ,' >:.:, ,'·. :·',:' :, :'·:; C .'': ,:. ':: : ,' ,::,: ,,.<.:'. ::,,_:·; ,, : ·- ', '" ',, _t I'•:,,• r C ,,' '/ ,·,-:' i.. i':. ' . ' ' ' .. ::,,:· ' it~ :1·., ' '.:r,; ' L;±:·.:l .. ; ,j;'.,.:.. /~L .. ,,\ >• ', .: '. : ; ·:.L:::::,:~ ,:;~/: ~ .. ·.~ . 'i ~ .. ~ ~ ."i ~ {E,36 · ·P$ge ·1 of 1 REV 4/30111 . . ·.1 . >· J :.,-t,' ,II ''•,: . ,-,,._ ~ <<1.?, ~ CITY OF PLANNING DIVISION BUILDING PLAN CHECK APPROVAL CARLSBAD P-29 DATE: 12-19-12 PROJECT NAME: PROJECT ID: Development Services Planning Division 1635 Faraday Avenue {760) 602-4610 www.carlsbadca.>1ov PLAN CHECK NO: CB 12-2698 SET#: 1 ADDRESS: 2000 Faraday Av APN: 212-120-27-00 ~ This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required D Yes r:gJ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: benjamin@acm-architects.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 ~ Chris Sexto·n D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: . ~-«!•~ ~ CITY OF CARLSBAD BLD(t DEPT COPY PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 01/18/2013 PROJECT NAME: Residence Inn -Marriott PROJECT ID: CB122698 PLAN CHECK NO: 2 SET#: 1 ADDRESS: 2000 FARADAY AV APN: ~ This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required l2S] Yes D No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a ·building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: , .. ,. . . . · .. , :. ·PLANNING • ' ' . . · ,. . : . 160~602'4610, · . ' ~ ' ' . , •' \: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Remarks: V ,-;, •\' '\'' l' i.':;ENGINEERING:, < ,., . : . , '. . ·t60-602~2750: : ·. ·: · : . '. ' • ' < ~ V ,': ' \. , ' ' D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov .. • FIRE PREVENTION· · , .·_ . . ' ' . 760:602~46(?5' ' . ' ' ' ; '' ' : ' > ' '' ~ ~ z, ~ Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov D CindyWong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department Plan Review Date of Report: Name: Address: Permit#: Job Name: Job Address: Requirements Category: Tl, COMM 01-18-2013 BENJAMIN BLAZ STE. 100 1045 14TH ST. SAN DIEGO CA 92101 CB122698 RESIDENCE INN: 198 SF PATIO// 2000 FARADAY AV CBAD Please review carefully all comments attached. CITY OF CARLSBAD FIRE DEPARTMENT-APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 01/18/2013 By: GR Action: AP ~GSSI St,tuetMf.!l ~ngin~ets· Calculations for 12196A_ Caxlsb1ad Residence Inn Courtyard Renovation. 2000 Faraday Avenue Carlsbad~ CA 92008 ACM: ARCHITECTS 104S 14th Street~ Suite 100 San Diego~ CA 92101 Phone: 619-398-3480 Fax:: 619-398-3488 ~GSSI Structural Engineers Loads: New Roof: Dead Load ( DL ) Roofing 1/2" Plywood 2xjoist Misc. Live Load ( LL ) Project: Residence Inn Patio Engr.: OOG 4.0 psf 1.8 psf 1.0 psf 2.2 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf 0.0 psf 9.0 psf New Soffit Dead Load ( DL ) 2xjoist plaster Live Load ( LL ) LL L = 20.0 psf (Reducible) L DL + LL = 29.0 psf Existing 2nd Floor: Dead Load ( DL ) Flooring 1" cone topping 3/4" T&G plywood 18" trusses @ 24"oc Insulation Mech/Elec 5/8" gypboard Misc. Live Load ( LL ) 1.0 psf 12.5 psf 2.3 psf 2.0 psf 0.5 psf 0.5 psf 2.8 psf 2.4 psf 0.0 psf 24.0 psf Existing Balcony: Dead Load ( DL ) 4" cone slab 3/4" T&G plywood 2x4 stud soffit Mech/Elec Gypboard Stucco Misc. Misc. Live Load ( LL ) Sheet: 1 GSSI No. 12196A . Date: 2/11/2013 . 1.0 psf 8.0 psf psf psf psf psf psf psf psf 9.0 psf 0.0 psf (Reducible) 9.0 psf 52.0 psf 2.3 psf 3.4 psf 0.5 psf 2.8 psf 8.0 psf 3.0 psf psf 0.0 psf 72.0 psf LL L = 40.0 psf (Reducible) L DL + LL = 64.0 psf LL I= 100.0 psf (Reducible} L DL +LL= 172.0 psf Existing 3rd Floor: Dead Load ( DL ) Flooring 1" cone topping 3/4" T&G plywood 18" trusses @24"oc Insulation Mech/Elec 5/8" gypboard Misc. Live Load ( LL ) 1.0 psf 12.5 psf 2.3 psf 2.0 psf 0.5 psf 0.5 psf 2.8 psf 2.4 psf 0.0 psf 24.0 psf LL L = 40.0 psf (Reducible) L DL + LL = 64.0 psf Existing Roof: Dead Load ( DL ) Roofing 1/2" plywood shtg 18" trusses @ 24"oc Insulation Mech/Elec 2 layers 5/8" gypboard Misc. Live Load ( LL ) LLL = L DL +LL= Project -Loading Residence Inn Patio and Niches 3.0 psf 1.5 psf 2.0 psf 0.5 psf 0.5 psf 5.6 psf 2.9 psf psf 0.0 psf 16.0 psf 20.0 psf (Reducible) 36.0 psf ..,__. ~GSSI Structural Engineers Scope: Project: Residence Inn Patio Engr.: OOG Single addition to an existing three story wood framed building with a slab on grade. Codes and References: 2010 California Building Code, Title 24 ASCE-7-05 Minimum Design Loads ACI 318-08 Structural Concrete 2005 National Design Specification for Wood Construction Walls: Stud Walls Exterior Walls Interior Walls 15.0 psf 8.0 psf SBC = 1,500 psf @ 24 inches below lowest adjacent finished grade. SOC: D Site Class: D Ss = 1.167 S1 = 0.442 Occupancy Category Building Add'n II Basic Wind Speed: Exposure: Importance Factor Fa= 1.03 Fv = 1.56 Importance Factor, I 85 mph C 1.00 1.00 Response Mod. Factor R 6.5 SMs= 1.21 SM1 = 0.69 Cs Cs Sos/(R/1) Sos/(R/1) ( LRFD) (ASD) 0.124 0.088 Project -Loading Residence Inn Patio and Niches Sos= 0.80 S01 = 0.46 Sheet: 3 GSSI No. 12196A. Date: 2/11/2013 . Residence Inn, Carlsbad Patio Niches, 2000 Faraday Avenue, Carlsbad, CA 92008 12196A Sat Jul 28 11:09:58 PDT 2012 4 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude= 33.13527 Longitude= -117.2857 Spectral Response Accelerations Ss and S 1 Ss and S 1 = Mapped Spectral Acceleration Values Site Class B -Fa= 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.167 (Ss, Site Class B) 1.0 0.442 (Sl, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude= 33.13527 Longitude = -117.2857 Spectral Response Accelerations SMs and SMl SMs = Fax Ss and SMl = Fvx Sl Site Class D -Fa= 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 1.205 (SMs, Site Class D) 1.0 0.688 (SMl, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude= 33.13527 Longitude = -117.2857 Design Spectral Response Accelerations SDs and SD 1 SDs = 2/3 x SMs and SDl = 2/3 x SMl Site Class D -Fa= 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 0.803 (SDs, Site Class D) 1.0 0.459 (SDl, Site Class D) file:///Zl!Projects/ ACM/Residence%20Inn/Residence%20Inn%20-%20Carlsbad%20Patio%20&%20Niches/Engineering/Calculations/sds.txt[7/28/2012 11: 10:23 AM] SHEET __ 5 ~GSSI PROJECT (!_;~ {& \ GSSJ NO. \"1..-t&i,G,,A. Structural Engineers '1 f B1 1 I! '711+ i \4* ~ toe MALtt ~ 4-014 o'Vr ];¥ ~ \ 1;oJ \,/r ENGR ~ DATE 1'2 ~ ~ <-<· 11,, t;,\....,.-z41"$f l,(;>·4D~ fl.,:::-\ql"Sf 4;~;}J~~ _j f-'.-rZ, ~-Wl\'14,- ¼i ::::-( 11 I 1.-t I .... '> .lr ( \11,,>l. ??/,i) ,J, (15.>t 4. ',) ..,_ l\f.C-· f\;f" • ~.... ~, f,<)c,_~I, ~(. UJ~ ~ ·(111, 1.1.-y1,) .\-( \1'1,:1?o/":) .;--(l'S-><4,S) ;-( 15>'$ \:c \'t~ ~ ) ) Structural Engineers ENGR . 0QG, ///}'-d' CD © l 1'0'' I I r ® i @ :J ---~,., l. .. 1 ' , V CS,/0' l'.:,;1 0vt"' SHEET __ 6 ~SSI NO: t'2.-1'1W.A DATE j/4., f,O, 1/4- © t v,r, .., """$ ~T' t.· i ti ll .; f, ... ·:e.. .-.1 1,•' l~ k ••. · 7"' ~ . .'.::. .. ; ,,, -s-'1_1,1' ;.·' J-J ~., -, '. ' .... ' l,U --ti J--u,,) 12 e. 5):. /1"- \' .,.. ~ /f1;,t:-< 70 11r ? SHEET __ 7 PROJECT --~..!...ll.-·=.:.-=·--=~=-,;:.... -=-·_,/,c..;:~=-"---"'-· ___ _ GSS! NO. 11,,t~A Structural Enginee-rs ENGR @ l).JnJ\-P if~/~ ~ -~ ~-v1~ ~..,, 'A: tt-.~ ,1::', l'bsv ~ \,\$Jc\ .... ~ 1.0~ '1,(e,~ Y '/ "•o \,f t."w'-hOrl>f' l,(M;~ t0 ( \D/,z...i,-,z;.,)-::-10\"lli"'" ~f/'J ~W"' / v--\{J~il, fV!..::.-I <u~ -0 '¼ ,J:~-:! 1/hl? (1r..:,5/,;w)'C:, r;_.h1,it1, (JJ<'ft,7#-.L:;;,;;tt,.'!f-} f:?//1.,t;; lT,t,r,.J .:.vAU? ;>"{) 7/lt:r (.i)cd?: .1 ~ r.vr->IJ{,-1 /i/Jw~ I. 4;,,,5(!,~-::, q?Jep'.tl z" .... 1 q-s,..14 ;Vhw--tJ~ 41,-s-o.::: &fr.:u:/tt:c t';,; ,,_ f o 4-,ir ~GSSI Project Residence Inn Patio Engr OOG Sheet GSSI No. 8 12196A . Structural Engineers Date 2/11/2013 Stud Wall Design 2010 CBC, NDS 3.9.2 Location: Typical stud wall @ grid A.5 1 Basic Load Case: D + W Stud Grade= D.F. #1 CBC or DSA? CBC Fe= 1400 psi Fb = 850 psi E = 1,600,000 psi Emin = 580,000 psi E'min = Em;n*CM_E*Ct'C;,Cr Stud height= Stud spacing = Stud Size= Width= Depth= le/d, max. le/d = 9.5 ft. Stud height = Stud height = 16 inches on center 2 x 4 Top ofshtg= 1.5 inches joist depth= 3.5 inches 50 curb ht.= 33 < le/d, max OK! TOS -joist depth-curb ht. 9.5 10 ft. 0.5 ft. 0 ft. height= 9.5 E'min = 580,000 psi 0.8 fc = FcE= F*c = Fe'= 63 psi 449 psi 2576 psi 432 psi 793 psi fc = P/A c= FcE = .822*E'min/(le/d)A2 Occup. Category= II F*0 = F/Co*CM_Fc'Ci*CF_F/C1 Wind (Pnetl = 1t.*Kzt*l*pnet30 F'c = F /Co *CM_Fc *Ct'CF _Fe *C.*Cp fb == M*12/(b*dfl2/6) I= 1.00 fb = pnet30= 'l\.= 11.9 psf Fb' = 3060 psi 1.13 0-15=.85,-20=.9,-25=.94,-30=.98,-40=1.04 Cp = (1 +F0E/F* cf(2*c)-sqrt(((1 +F0E/F* 0)/(2*c))A2-(F cE/F\)/c)) ratio= (fc/Fc')A2+fb/(Fb'(l-(fc/FcE))<= 1.00 Kz1 = w, wind= Moment= Axial load= 1.00 see ASCE 7 6.5.7 13.4 psf 0.02 + 0.30 = 0.32 < 1.00 Okay 152 ft-lbs/ft Use 2 x 4 studs@ 16 in o/c 250 lbs/ft Deflection. allowable == L / 240 = 0.48 Load Duration Factor (Table 2.3.2) Deflection 0.27 in. Deflection OK, See CBC 7, Table 1604.3, note f Duration, C0= 1.60 1.00 for normal, 1.6 for wind, 1.6 for seismic Wet Use Factor for Fb (Table 4A) Wet Use, CM_Fb = 1.00 1.00 @ normal conditions, 0.85 @ exposed conditions, when Fb *Cf<1150 psi, Cm == 1.0 Wet Use Factor for Fe (Table 4A) Wet Use, CM_Fc= 1.00 @ Fc*Cf_fc = Wet Use Factor for E (Table 4A) Wet Use, CM_E = 1.00 Size Factor for Fb (bending) Size Factor, CF _lb = 1.5 Size Factor for Fe' (compression) Size Factor, CF_Fc = 1.15 1.00 @ normal conditions, .8 @ exposed conditions, when Fc*Cf<750 psi, Cm = 1.0 497 psi, Cm = 1.0 Fc*Cf_fc = 73 psi 1.00 @ normal conditions and 0.90 @ exposed conditions 1.5 @ 2x4, 3x4, 4x4, 1.3 @ 2x6, 3x6, 4x6, 4x8, 1.2 @ 2x8, 3x8, 4x10 1.1 @2x10, 3x10, 4x12, 1.0@2x12, 3x12 1.15 @ 4 inch deep members, 1.1 @ 6 inch deep members, 1.05 @ 8 inch deep members, 1.0@ 10 and 12 inch deep members & 0.9 for 14 inch deep members Bending Stress Increase in lieu of the Repetitive Factor for Fb', see CBC section 2306.2 Rep. Factor, C, = 1.5 2x4 =1.5, 2.6 = 1.35, 2x8 = 1.25, 2x10 = 1.2, 2x12 = 1.15 The following factors= 1.0, C1 (temperature), CT (Buckling stiffness), Cru (Flat Use), C; (Incising), CL (Beam Stablity) Stud design ~GSSI Structural Engineers East-West Direction: Design Parameters ASD or Strength Design Sos R factor Importance Factor, I Redundacy Factor, p Cs= Sosf(R/1) Cs,ASD Lateral Loads Flat Roof Ext. Wall 0 0 0 0 0 Parapet Walls Trellis 62 62 ASD 0.803 1.5 1.00 1.00 0.54 0.38 w2 Wind Loading = 10 20 Governing Load = 62 20 East-West Direction: Roof From Dia. Dia. w,plf depth width ft. ft. Cant. 27 2 62 A 13 7 20 Total BL 13 8 20 BR 13 3 310 Total C 27 3 310 Cant. 0 0 0 Total Sheet 9 Project: Residence Inn Patio GSSI No. 12196A. EngrOOG Date 2/11/2013. Loads: Seismic Flat Roof 18 psf 6.9 Ext. Wall 15 psf 5.7 Trellis 6 psf 2.3 Diaphragm Dim~ & Wall ht.! w3 w4 No. of walls 186 w2 w3 Dia. Depth @ w2 13 115 0 4 Dia. Depth @ w3 27 0 0 4 Stud Wall ht. 10 9 0 2 Interior Wall ht. 10 0 0 0 Trellis Depth @ w1 27 310 plf Parapet ht. 2 70 plf 310 plf 1/2" Plywood Sheathing wl 1 Od nails Shear Dia. V Wall Wall Wall Wall Shear Length Shear Type v,allow. lbs. plf ft. plf plf 136 5 70 5 Cant. 6x8 posts in caissons at this line 206 Vpost = 642/4posts = 165# 80 6 426 33 506 14 36 6E 320 426 16 Existing shearwall along grid line C. New additional lateral load into existing - 426 shearwall = 511#, Existing shearwall okay by inspection. EW seismic ~GSSI Project: Residence Inn Patio Sheet 10 GSSI No. 1..:: 1::10A. Structural Engineers EngrOOG Shear Wall Type Schedule: Date 2/11/2013. Load: psf psf psf ft. ft. ft. ft. ft. ft. Wall Types 6E 4E 3E 2.5E 2E 4E2 3E2 2.5E2 2E2 Wall v,allow 320 plf 500 plf 650 plf 750 plf 850 plf 1000 plf 1300 plf 1500 plf 1700 plf 1/2" Plywood Sheathing w/ 10d nails Notes wt 2x studs @ panel edges wt 3x studs @ panel edges & sill plate wt 3x studs @ panel edges & sill plate wt 3x studs @ panel edges & sill plate wt 3x studs @ panel edges & sill plate Sheathing on each face w/ 4x studs @ panel edges & 3x sill Sheathing on each face wt 4x studs @ panel edges & 3x sill Sheathing on each face wt 4x studs @ panel edges & 3x sill Sheathing on each face w/ 4x studs @ panel edges & 3x sill EWseismic plate plate plate plate SHEET __ 1_1 __ _ PROJECT _.,,,.,UJ~~"---=· ==-'"---\;_y=-· -=~"'-·_,_· ==-----GSSI NO. Structural Engineers ENGR C}t:JC, DATE 1.: "1-\?::, ) w ~ ·. (\v .4:'~)&~{>k ? ·.-6i:bt? f'l-'f ~ ,., (~-@)·'?/i :J.. (~t~·>ii:lt-:.2tf.y;.fif -----=-==.::::-_-_w 1 ~4" 1 ~ '· { '2,C(J; 1;;o) ~ 1,,,..-('7--4'1"'4·»·yi:f/2;,::. q ~i;, Pi.if IU~ 1 i.,,e ?-.JO ~ e,4D ti,,f . ~-:: c4,q&b f'l.f-- .J/~~ 4g90. ~'f~O ><1-{1 ;::. ~7~<a - /-4,j'JO ·1 I u,ro (?C/11/1/1) _. 7t 1--{p,J I -1<n o ~GSSI Structural Engineers Shearwall Design, Wall location: v _roof, plf = 36 plf L, wall length = 7 feet h_roof, wall height = 10 feet Rdl, roof dead load = 18 psf Rtw, rooftrib. width = 1.7 feet Wwt_roof, wall weight = 15 psf Windowleft_roof width = 0 feet Windowright_roof width = 0 feet Sos = 0.803 Dead load coeff{.6-.14S08) = 0.49 Seismic or, Wind, 0.60 = Seismic CBC orDSA? = CBC l~CQQf I Project: Residence Inn -Patio Engr: OOG Grid B 7'-0" foot wall length V_roof, wall shear = v_roofplf*L = OTM_roof, overturning mom er = Vroof*h = W_roof, wall weight = {Rdl*Rtw+Wwt*h_roof)*L = Pl_roof, window header load = Rdl*Rtw*Windowleft_roof/2 = Pr_roof, window header load = Rdl*Rtw*Windowright_roof/2 = Rmb_roof, resisting moment = (W _roof*L/2+Pl_roof*L)*(Seis. or Wind) = Rma_roof, resisting moment = (W _roof*L/2+Pr_roof*L)*(Seis. or Wind) = HDa, holdown force @ a = (OTM_roof-Rmb_roof)/(L-2) = HDb, holdown force@ b = (OTM_roof-Rma_roof)/(L-2) = Holdowns l[ru l ler] HDU2 = HDU4 = HDU5 = HDQB = ----+ HHDQ11 = HHDQ14 = l [wJ GJ [u ~ Shearwall overturning along grid 8 1 1 ~GSSI Structural Engineers Footing Design Concrete Strength, fc = Reinforcement, fy = qall = Footing Width = Footing Depth = Footing Length = Footing Weight = Wall Weight = Total Wt, Wall+ Ftg = OTM, V*(h_wall+Footing_D) = RM_ftg: = Wwt_roof*(Footing_L)/2 = Footing_Wt*(Footing_L)/2 = RM_ftg = Check F of S @ 1.5 a=(RM-OTM)/Total Wt = 3*a = e =Ftg_Length/2 -a = q, if 3*a < Ftg_Length = 3000 psi 60,000 psi 1500 psf 1 feet 2.0 feet 7 feet 2 kips 1.3 kips 3 kips 3 ft-kips 4 ft-kips 7 ft-kips 6 ft-kips 1.90 1.7 feet 5.0 feet 1.8 feet 1354 psf Project: Residence Inn -Patio Engr: OOG Grid B 7'-0" foot wall length Toe, (Ftg_Length-L)/2 q1, Soil Pressure q1 qz, Soil Pressure q2 Moment Footing, Mfooting Mu, Toe Effective depth, Footing Ku, Mu*12/(phi*bdA2) p, pFooting As, min As, min @ ,AsFooting Bar size No. of bars, top and bottom Total As Okay < qall*1.33 Okay Shearwall overturning along grid B = = = = = = = = = = = Sheet: L-3 . ~GSSI Structural Engineers Project No: 12916A. Grade= D.F.#1 Fc4 = 1400 psi @4xposts E4 = 1,600,000 psi @ 4xposts Emin4 = 580,000 psi @ 4xposts E'min4 = Project: Residence Inn-Carlsbad Engr: 0. Gonzalez Allowable Post Loads CBC 2010, Sec. 2307 F cE4 = .822*E'min4/(le/d)"2 FcES = .822*E'minsl(le/d)"2 F* c4 = F /Co *CM_Fc"Ci*CF _Fc"C; Date: 2/11/2013 . Fcs = Es= Emm6 = E'min6 = c'= le/d, max= Fbrg = 580,000 psi @ 4xposts, Emin *CM_E*Ci*C;*Cr 1000 psi @ 6xposts and larger 1,600,000 psi @ 6xposts and larger F'c = F 0• ((1 +(F cE/F 0))/(2*c')-sqrt(((1 +(F cE/F 0))/(2*c'))"2-(F cE/F 0)/c')) 580,000 psi @ 6xposts and larger F'0 = F/Co*CM_Fc"Ci*CF_Fc"C;*Cp Pall = A * F'c*Cd*Cm*Cf Duration Factor Cd= 580,000 psi @ 4xposts, Em;/CM_E*Ci*C;*Cr 0.80 (0.80 for sawn lumber, 0,85 for poles, 0.90 for glue-laminated lumber 50 625 psi 1.00 for F0 only, Cd= 1.0 for Fbrg Wet Use Factors for Fe Wet Use, Cm= 1.00 @ 4x's: 1.00 @ normal conditions and 0.80 @ exposed conditions, when Fc*Cf<750 psi, Cm= 1.0 Wet Use, Cm= 1.00 @6x's and larger: 1.00 @normal conditions and 0.91 @exposed conditions Wet Use Factors for E Wet Use, Cm= 1.00 @ 4x's: 1.00 @ normal conditions and 0.90 @ exposed conditions Wet Use, Cm= 1.00 Size Factors for Fe Size Factor, Cr= 1.15 Size Factor, Cr = 1.10 Size Factor, Cr= 1.05 Size Factor, Cf= 1.00 Size Factor, Cr= 1.00 @ 6x's and larger @4x4 posts @4x6 posts @4x8 posts @4x10 posts @ 6x posts and larger The following factors = 1.0, C1 (temperature), Cr (Buckling stiffness), Cru (Flat Use), C; (Incising), CL (Beam Stablity), Cr (Repetitive) Allowable Post Loads, kips Post Height, ft Pendicular to Size 8 9 10 11 12 13 14 15 16 17 18 19 Grain Bearina 4 X 4 7.5 6.1 5.0 4.2 3.6 3.9 2.6 7.7 6 X 4 11.7 9.5 7.8 6.6 5.6 6.1 4.1 hid exceeds 50 12 8 X 4 15 12 10 9 7 8 5 16 10 X 4 19 16 13 11 9 10 7 20 4 X 6 22 19 17 15 13 14 10 9 8 7 6 5 12 6 X 6 33 29 26 22 20 17 15 13 12 11 10 9 19 8 X 6 45 40 35 31 27 23 21 18 16 14 13 12 26 10 X 6 57 51 44 39 34 30 26 23 20 18 16 15 33 12 X 6 68 60 53 46 40 35 31 27 24 22 19 18 39 4 X 8 37 35 33 30 27 33 22 20 18 16 15 13 16 6 X 8 54 51 48 45 41 37 34 31 28 25 23 21 26 8 X 8 74 70 66 61 56 51 46 42 38 34 31 28 35 10 X 8 93 89 83 77 71 64 58 53 48 43 39 36 45 12 X 8 111 105 99 91 84 76 69 63 57 51 47 42 53 2010 Pos!Table Structural Engineers Project: Carlsbad Trellis Engr: OOG Location: Lateral Load = Column Height = Lateral Soil Bearing Capacity = Cassion Design Non-Constrained Trellis 530 lbs. 10 feet Notes 1. Table includes a 1/3 increase due to wind or seismic forces. 200 psf 2. The Table is based on 2010 CBC Sec. 1805A.7.2.1 Caisson Depth 2.0 2.5 3.0 3.5 4.0 4.5 ( 5.0; Ks 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 Lateral Load = 530 lbs _____.. column ht.= 10 ft. Caiss Diameter, feet (minimum) 1.0 ' 1.5 i (2.0) I 2.5 3.0 i l l ~ -' --- ---- ---- ---- ---- --,~ 4.4 3.9 ~c 4.7) 4.1 3.7 -5.2 4~4 3.9 3.5 -·5.0 4.2 3.7 3.3 6.0 4.7 4.0 3.5 3.2 5.8 4.5 3.8 3.4 3.0 5.5 4.4 3.7 3.2 2.9 5.3 4.2 3.6 3.1 2.8 5.1 4.0 3.4 3.0 2.7 5.0 3.9 3.3 2.9 2.6 4.8 3.8 3.2 2.8 2.6 4.7 3.7 3.1 2.8 2.5 4.5 3.6 3.0 2.7 2.4 4.4 3.5 3.0 2.6 2.4 4.3 3.4 2.9 2.6 2.3 4.2 3.3 2.8 2.5 2.3 3.5 - - - - 3.8 3.6 3.4 3.2 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.4 2.3 2.2 2.2 2.1 2.1 Sheet No. L-4 · GSSI No. 12196A . Date: 2/11/2013 4.0 - - - - 3.6 3.3 3.1 3.0 2.8 2.7 2.6 2.5 2.4 2.3 2.3 2.2 2.1 2.1 2.0 2.0 1.9 1 2007 Non-Constrained caisson Structural Engineers Marriott -Carlsbad Niches and Trellis 12196A DESIGN PROPERTIES Allowallle Design Propertiesm (100% Load Durafion) UE-, ' 8,635 10,500 231 415 7.4 9.4 11.5 i. ,i;gM 5,210 7,195 7,975 10,920 14,090 vit ,, 3,345 3,435 4,070 1,295 5.065 5,785 ' 115 f25 208 244 400 597 5.1 5.2 6.2 6.5 7.7 8.8 I 9,905 10,420 14,390 15 955 21.840 28,180 6,690 6 870 8,140 8,590 10,125 11,575 231 250 415 488 800 1,195 10.4 12.3 13 15.3 2-,ai15 1> 5 885. .. ,8;070 · 8;925 1,as:oc · 3,740, 3,950 l 208 244' •._w A >•-~-•• .. ,.5,7_ .:6.1 ... 12,415 17,970 19,900 I 3Vi" 6,260 6,430 7,615 8,035 231 250 415 488 1.195 10.l 10.4 12.3 13.0 ]7,5 18;625 19,585 26,955 29,~55 52,430 2:0E '. 51/4~ 9,390 9,645 il,420 12;055 '16,240 3~6 3Z5 6'23 733 1,792 15.2 i5.6 18.5 19.5 26.3 24,830 26,115 35,940 39,805 54,325 69,905 '1"' 12,520 12,855 15,225 16,070 18,945 ! 21,655 (1) for product in beaf'!) orientation; unless otherwis~ noted. PRODUCT STORAGE 462 5.00 831 977 1,601 20.2 I 20.8 24.6 26.0 30.6 .sofnirsiies niayiioitie ;vailalile.in.youf region; • , \-\>' ' ·:--,-, • '' , -- Protect product from sun and water CAUTION: Wrap is slippery when wet or icy use support blocks at IO' on-center to keep bundles out of mud and water Trus Joist« Beam. Header. and Column Specifier's:Guide TJ-9000 I November ?.0t2 4 2,389 35.0 43,665 I 12,180 l.701 ' 19.7 65,495 18.270 2,552 29.5 87,325 24,360 3.402 39.4 l s-10 1L2" ~ i ;- ?Zi.s ~ N ~ "-N 3/4" 9'-1 3/4'' L9'-1 3/4'' 2\'-0" 2'J' _,1.. 140',-9 1 /2" ~ ~2 21'-2 3/4" ~-21'-2 3/4" 9'-4 1/2" L 11'-10 1/4" I. 11'-10 1/4" 1.9'-4 1/2" " i o ,,-, I <C ;:.. N IN ty i" . . 3/A4.2 . r.,..,. Cl (,.J -J. ""II II ::::!I OPEN TO HEARTH ROOM BELOW .WAf..l CAVllY FLUE RE: MECH L\ ----··· ·_ SOFFIT_ i3aow 1 _____ .// I •' ONE~OOM ~ &. MECH. l 2so I· NE~ROOM ft ~ w ii ·~ ! --c ~ ,.} I 1/2" ~ N ----- .f . l -+/·. ~" .. lg'-_1 , ;.L 2)'-2 3/4" 140'-9 1/2" ,i!!.2 24'-6" MRREL YAUlltl) STANDING SEAM METAL ROOF 5/A3.2 ~ 9·-1 3/4" Ls·-, 3/4" 21'.!..2 .3/4", ~, I ~ ~ 'T "o, I 'o I N IE&lt=::· . . ~ u ~ 7>lf s / "'?h~'' -· · o m~ ;tT .·L ~A 9NE~0OM -~ : -~ S;r.!,lQLQ, 8 ~ '- 0NE~O0M LlNJ ONE. ACl~E~fbbM r.nir'I \ , ~~5 6.-,=1r ~ I,• l,__......a ,. >" \P I ! I l l . l I J· ! • CONTINUOUS ROOF PARAPCT __ (1YP.) ·;: STANDING SEAM .ROOF (t(P:) . .. . 3/4" s~cpo .. pr-it .SELF-FUR~!~ PAP.~R.:BACK ·METAL:. LA~ · . 1, ~Pl T. ! -, ·rt ·tJ\Jo1r---1[]1·---. ·····toar-----·---·· . u .......... :, . .;J.fJifl··\; ................... : .. 1 .•....... : i .................... ~ ............ i ............ -.L... ............. ,~ .. : ..... · .......... -:-.... , ..... ~ .... ~ .. -............ l·· ............ +··· .. ··· .. ······. !-·-···· ........ :t:~~::::::t . ~ I~ ,, · u ~--1111 II f " a, , ,r-I • I :p; II , H~ I ,r . 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I I i 411x6" HORS. Lt.. ~-Lt.. 0 2-4" o.c. TRUSSES 24" o~c .. · 1 • U'j 1./) . i!i"~ lt ~ I-i= ......1 ...J· ~ a:: < LI..) :::r: (/) l ·-I l t ' ... ... I ·••r,,v...:.,,-.,_,. I 2f o.-e~ ~ TRUSSES 24"' o.c . - II , fl ...... 1:::,,,. -S> ~ ,.----=----------:-------------------:...71 I I l ·1 l½=:-Jl4 252.87 in IIIIIP TRUSSES @ 24" o.c. .. I") II U II Jt " . · . " i' I'---"== I 'L __________________ ---~ -..JI ------,:; I Y1 1f=ll ~ Ii I I . I I I I I l I f.) 0:: 0 C i.E 0:: 8 c::J==::::::i n "TRUSSES @2·:.t"-0.C. I l f l I I- I I I ~ ljJ TITLE 24 RESIDENCE INN-EXERCISE RM #160 2000 FARADAY AVE. CARLSBAD, CA 92008 BY: BTA Engineers, Inc. Mechanical Plumbing Energy Consultants 5125 Convoy Street, Suite 212 San Diego, CA 92111 858-715-6601 Ge 1"2, Vo'11 CERTIFICATE OF COMPLIANCE ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 4) Project Name: I Date: Climate Zone: ~SIDl:NCE INN-EXERCISE F&"t '160 1-10-13 CA ZONE 1 Project Address: Conditioned Floor Area: 2(2)(2)(2) FA~DAY AVE .. CARS6AD CA 92008 26(2) 6QfT, General Information Building Type: [81 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. D Conditioned Spaces 181 Unconditioned Spaces 0Skylight Area for Large Enclosed Space ;:.800 ft'(lf checked include the ENV-4V with submittal) Phase of Construction: D New Construction D Addition [81 Alteration Approach of Compliance: 181 Component D Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I s I FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS Cl Cl Cl C: C: C1l .E C: °E~ ~ §w ti) C1l .E ti) Cl! <C ::i u:: ,,. ~,,. .... "' 0 Q) C: (0 --~ ~ s:· -Q) .Q lO Cl.!!1 Q) Q) ::i ::i .... Q) -Q) u .?;,-2 0 Cl ::i .... Cl ::i :!: en C1l .... C: .... C: -"iii-~ cij .g -~ cti ·-::i Tag/ Assembly ·-Q) C1l C1l C: • ·-Cl! :;:, C1l -0 ::i u_ t: m 't: 't: Q) Cl) ffi :::;-C: > _, t: > Q) t: > C: iii Q) C1l Name1 Frame Type2 II~ ::i ::, ·c .. 0 ' X ::! ' -::i' o_ a. Q) ID (f) rn Oz () a: ()0: UJ u. a: .E: u. a: () (f) (fJ u. pass Fail7 I (E) WEST WALL WOOD 2x6 12(2) w R-13 N D D D I (E) NORTI-I WALL WOOD 2x6 3(2) w R-13 N D D D D D D D D D D D D D D D 1. Indicate the identifying name of the Assembly name (i.e. Wall-1, Ceiling-!, Roof-1, and Floor-!). 2. Indicate type of Assembly Type such as Wood 2x4 or LW CMU 8". For additional other assembly types see Reference Joint Appendix, JA4-1. 3. Enter the framing material type (wood or metal) and refer to ENV-2C Furring Strips Construction Worksheet. 4. Indicate furring R-value when furred wall are being used. 5. Indicate Status of fenestration (New, Existing or Upgrade). 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 7. If Fail, then describe on Paae 2 of the lnsoection Checklist Form and take annrooriate action to correct. Verifv buildina olans if necessarv. FENESTRATION SURFACE DETIALS §w en Cl en Q) () C: "' ~ ~ s:"' C: 0 "' C: .Q,,. Q) C1l CJ Q) C1l -Q) u t, .-t= en C1l ,_ Tag a.. I e ..c: ·u .a Fenestration C1l C1l Cl! C: • ~ if ~~ Q) -0 ::i 't: Q) 't: Q) Cl) 0 ::i C: iii Q) C1l /ID1 ::i ,_ ::s ·;:: .. 0 > o_ a. Q) Fai16 Type2 (fJ <C rnoz :le!, ~:::, ~ e; (f) 0 () (f) (fJ u. Pass I (E) WEST WINDOW 30 UJ 2 f2>.11 (2).61 NFRC D N D D D D D D D D D D D D D D D D D D D D D D D 1. Indicate the identifying name of the frame type (i.e. Window #1 ). 2. Indicate type of construction Type such, Window, Glass Door, Curtain wall, Skylight, or other 3. Indicate if the efficiency values are from the NFRC Label Certificate or from the CEC Default Values. Enter NFRC or CEC (FC-1 and FC-2). 4. Indicate Status of Fenestration (New, Existing, Upgrade). 5. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 6. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. 2008 Nonresidential Complance Forms August 2009 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST ENV-1C (Page 2 of 4) t-'roJect Name: ~SIDENCE INN-EXE~CISE ~ fJ~0 I Date: 1-10-13 !Climate Zone: CA ZONE 1 ROOFING PRODUCT (COOL ROOFS) (Note if the roofing product is not CRAG certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT" COOL ROOF" REQUIREMENTS: Pass Fail1 NA D Roofing compliance not required in Climate Zones 1 and 16 with a Low-Sloped. 2:12 pitch or less. D Roofing compliance not required in Climate Zone 1 with a Steep-Sloped with less then 5 lbift . Greater than 2:12 pitch. D Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or D D D SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assemply, Column Hor ENV-2C. D Low-sloped Metal framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or D D D SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assemply below, Column H or ENV-2C. D The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are D D D exempted solar relectance and thermal emittance or SRI. See spredsheet calculattor at www.energy.ca.gov/title24I D Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 lb/ft 2is exempt from the D D D Cooling Roof criteria below. D High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and "16 are exempted from the low- sloped roofing criteria. 1. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. CRRC Product ID Roof Slope Product Weight Product Aged Solar Thermal Special Number1 ,::.2:12 > 2:12 < 5Ib/ft2 ~5Ib/ft2 Type2 Reflectance3 Emmitance SRl 5 Feature6 Pass Fail7 NIA D D D D D4 D D D D D D D 04 D D D D D D D D4 D D D D D D D D4 D D D 1. The CRRC Product ID Number can be obtained from the Cool Roof Council's Rated Product Directory at www.coolroofs.org/12.roductslsearch.f2.hf2. 2. Indicate the type of product is being used for the roof top, i.e. simple-ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the Same directory and use the equation (0.2+0. 7 (P initial -0.2) to obtain a calculated aged value. Where Pis the Initial Solar Reflectance. From the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spredsheet calculattor at http://www.energy.ca.gov/title24/ 6. Indicate Special Feature on Page 2 of the Inspection Checklist Form below. 7. If Fail then describe on this page of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in Sec. 118(i)4. Select the applicable coating: D Aluminum-Pigmented Asphalt Roof Coating I D Cement-Based_ Roof Coating ID Other SPECIAL FEATURES INSPECTION 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. 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. NIA Discrepancies: 2008 Nonresidential Complance Forms August 2009 CERTIFICATE OF COMPLIANCE ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST (Page 3 of 4) ProJect Name: Date: Climate Zone: RESIDENCE INN-EXERCISE RM -i60 1-10-13 CA ZONE 1 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA7 Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to theenforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Sec. 10-103{b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed By: Number Building Fenestration Products Name or ID of like Envelope Requiring Testing or Verification Products Acceptance Test GLASS WINDOW ~ CONTRACTORS D D D D D D D D D 2008 Nonres1dent1a/ Complance Forms August 2009 CERTIFICATE OF COMPLIANCE AND FIELD INSPECTION ENERGY CHECKLIST ENV-1C (Paae 4 of 4) ProJect Name: RESIDENCE INN-EXERCISE RM 'lb0 l Date: 1-10-201.3 l Climate Zon~A ZONE 1 Documentation Author's Declaration Statement ' I certify that this Certificate of Compliance documentation is accurate and complete. Name: !Signature: ~~~ TOM Q. LE Company: Date: 6TA ENGINEERS, INC. 11-9-2011 Address: If Applicable: CEA# &12& CONVOY STREET, SUITE 212 CEPE# City/State/Zip: Phone: SAN DIEGO, CA 92111 8&8-71&-b601 Principal Designer's Declaration Statement I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the design. This Certificate of Compliance identifies the envelope features and performance specifications required for compliance with Title 24, Parts 1 and 6 of the California Code of Regulations. The design features represented on this Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: I Signature: SCOTT McGILL Company: Date: ACM ARCHITECT INC. -1-10-1.3 Address: License# te>4& 14TH ST C21e>&9 City/State/Zip: Phone: SAN DIEGO, CA 92101 8&8-.398-.3480 Envelope Mandatory Measures Indicate location on building plans of Mandatory Envelope Measures Note Block: _ Ml.0 ______ INSTRUTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet are included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Compliance Manual. 181 ENV-1C Certificate of Compliance and Field Inspections Energy Checklist. Required on plans for all submittals. 181 ENV-2C Use with the Envelope Component Approach. Optional on plans. D ENV-3C Use with the Overall Envelope TDV Energy Approach. Optional on plans. D ENV-4C Use when minimum skylight requirements for large enclosed spaces are required in climate zones 2 through 15. Optional on plans. 2008 Nonresidential Complance Forms August 2009 ENVELOPE COMPOMENT APPROACH (Page 1 of 4) ENV-2C Project Name: Date: Climate Zone: RESIDENCE INN-EXERCISE ~ fib~ 1-1~-13 CA ZONE 1 EXTERIOR ROOFING PRODUCT (COOL ROOFS) -See Section 3.3 in the Nonresidential Manual and Sec. 118(ij and Sec. 143(a) 1A in the Energy Standards for further description about exterior roofs and mandatory requirement for Cool Roofs. (Note if the roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Approach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM ONE OF THE ROOFING PRODUCT MINIMUM PRESCRIPTIVE REQUIREMENTS: 0 Roofing compliance Not required in Climate Zones 1 and 16 with a Low-Sloped. 2:12 pitch or less. 0 Roofing compliance Not Required in Climate Zone 1 with a Steep-Sloped with less than 5 lb/ft 2. Greater than 2:12 pitch. 0 High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are exempted from the low-sloped roofing criteria. 0 Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or SRI that have a U-factor of 0.039 or lower. See Opaque Surface Details roof assembly below, Column H. 0 Low-sloped Metal framed roofs in Climate Zones 3 and 5 are exempted solar relectance and thermal emittance or SRI that have a U-factor of 0.048 or lower. See Opaque Surface Details roof assembly below, Column H. 0 The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are exempted solar relectance and thermal emittance or SRI. 0 Roof constructions with thermal mass over the roof membrane with a weight of at least 251b/ft2is exempted from the Cool Roof criteria. Roof Slope Product Weight Product Aged Solar Thermal CRRC Product ID Number 1 s:. 2:12 > 2:12 < Sib/ft 2 s 51b/ft2 Type 2 Reflectance 3•4 Emittance SRl 5 NIA 0 0 D D D4 0 D 0 0 04 D D D D D4 D D 0 D 04 0 0 0 D 04 D D D D D4 1. The CRRC Product ID Number can be obtained from the Cool Root Rating Council's Rated Product Directory at www.coolroofs.org/9.roductslsearch.e_he_ 2. Indicate the type of product is being used for the roof top, i.e. single-ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory the nuse the Initial Reflactance value from the same directory and use the equation (0.2+0. 7(P initiat-0.2) to obtain a calculated aged value. Where Pis the Initial Solar Reflactance. 4. Check box if the Aged Reflactance is a calculated alue suingthe equation above. 5. Calculate the SRI value by suing the SRI-Worksheet at htte_:l/www.energy.ca.gov/title24/ and enter the resulting walue in the SRI Column above and attach a copy of the SRI-Worksheet to the ENV-1C. To apply Liquid Field Applied Coating, the coating must be applied across the eintire roof surface and meet the dry mil thickness or coverage recommended by the coating manufacturer and meet minimum performance requirements listed in Sec. 118(i)4. Select the applicable coating: 0 Aluminum-Pigmented Asphalt Roof Coating 0 Cement-Based Roof Coating OOther 2008 Nonresidential Complance Forms August 2009 ENVELOPE COMPONENT APPROACH (Page 2 of 4) ENV-2C Project Name: I Date: I c~;t;~;:, REESIDENCE INN-EXERCISE RM 'Jb(l) 1-l(l)-13 Opaque Surface Details For the furred portioned of Mass Walls see furring Strips Construction Table below. A I B C I D E F G H I J Proposed See Note Standard Values From JA4 Table JA4 Framing Thickness, Framed Continuous Proposed Assembly Tag/ Assembly Name Material Spacing, U-JA4 Table Cavity Insulation Cell Assembly 1D 1 orType1 and Size2 or Other3 factor4 Number 5 R-value 6 R-Value 7 Value8 U-factor 9 NIA Note: For furred assemblies use the Mass and Furring Strips Construction Table below. See Page JA4-3 & Page JA4-5 for Equation 4-1 or 4-4 1. For Tag/ID indicate the identification name that matches the building plans. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and etc ... Indicate the Frame type and Size: for Wood, Metal, Metal Buildings, Mass, enter 2x4, 2x6, or ect ... see JA4 for other possible frame type assemblies. 3. Enter the thickness for mass in inches or Spacing between framing members enter; 16" or 24" OC; or Other for all other assembly description such as Concrete Sandwich Panel, Spandrel Panel, Logs, Straw Bale Panel and ect .... 4. Based on the Climate Zone; enter the Standard U-factor from Table 143-A, B or C for each different assembly Name or type. 5. Enter the Table number that closely resembles the proposed assembly. 6. Enter the R-value that is being installed in the wall cavity or between the framing; otherwise, enter "O''. 7. Enter the Continuous Insulation R-value for the proposed assembly; otherwise, enter "O". 8. Enter the row and column of the U-factor value based on Column F Table Number and enter the Assembly U-factor in Column J. 9. The Proposed Assembly U-factor, Column J, must be equal to or less than the Standard U-factor in Column E to comply. Furring Strips Construction Table for Mass Walls Only A B C D E F G H I J K L M Proposed Properties of Masonry and Concrete Added Interior or Exterior Insulation Walls From Reference in Furring Space from Reference Joint Appendix Table 4.3.5, 4.3.6, 4.3.7 Joint Appendix Table 4.3.13 It) a; Q) ~ ~ ~ ~ -~ cii () Q) Q) () c:tl ...J c.~ ~ ti) LL C: ti) ti) ti) Assembly JA4 ti) 0 ti) ti) ~o () CS> ti) Q) It) Final c:tl .... :::> ·-Q) Q) 0) Q) c:tl .... > Q) Mass Name or Table ~ Q) !§~ Q) C: Q) "O C: .2 ~ Q) ·-::J Assembly ' ::J ti) E "5 E o ·;:: ro ' ::J t5 cij :f tii ti) ::J 0 c:tl ·-c:tl 0 ~ > 'St-Q) > Thickness1 Type 2 Number 3 c:tl ~ ~ ~.c: u:: 3: ::J ' <( c:tl :)::, U-factor 6, 7 Comment -:, > ~ LL I-LL 0: -:, > LlJ a: NIA 1. Indicate the Mass Thickness from Reference Joint Appendix JA. 2. Indicate the Assembly Name or type: Roof/Ceiling, Walls, Floors, Slabs, Crawl Space, Doors and ect ... Indicate the Frame type and Size: For Wood, Metal, metal Buildings, Mass, enter 2x4, 2x6, or ect ... see JA4 for other possible frame type assemblies. 3. Enter the Table number that closely resembles the proposed assembly. 4. Enter the row and column of the U-factor value. 5. Enter the effective R-value listed in the JA4 Table Number. 6. The Final Assembly is calculated by using Equation 4-1 or Equation 4-4 of the Reference Joint Appendix JA4. Enter the value in Column L. 7.lnsert the Final Assembly U-factor value back on to the Opaque Surface Details table in Column J. 2008 Nonresidential Complance Forms August 2009 ENVELOPE COMPONENT APPROACH (Page 3 of 4) ENV-2C Project Name: I Date: Climate Zone: RESIDENCE INN-EXERCISE RM IJ6fl> l-lfl>-13 CA ZONE 1 WEST WINDOW AREA CALCULATION See Sec. 143(a)5A in the Energy Standard or Section 3.2.2 A. Gross West Exterior Wall Area NIA ft2x 0.40 = ft2 40% Of Gross West Facing Exterior Wall Area; or B. West Display Linear Perimeter FTx6ft= ft2 West Display Perimeter Area C. Enter Large Of A Or B ft2 Maximum Standard West Area D. Enter Proposed West Window Area ft2 Proposed West Window Area Note: If the PROPOSED WEST WINDOW AREA is greater than the MAXIMUM STANDARD WEST AREA then the envelope component approach may not be used. WINDOW AREA CALCULATION for all other orientations other than West -See Sec. 143(a)5A inther Energy Standard or Section 3.2.2 E. Gross Exterior Wall Area 12(?) ft2x 0.40 = 48 ft2 40% Of Gross Exterior Wall Area or F. Linear Display Perimeter 12 FTx6ft= 12£> ft2 Display Perimeter Area G. Enter The Larger Of E or F 12£> ft2 Maximum Standard Area H. Enter Proposed Window Area 3(l)£) ft2 Proposed Window Area Note: If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component approach may not be used. WINDOWS DETAILS Sec.143(a)5B and C NOTE: For all newly installed fenestration; must have either a certified NFRC Label Certificate or use the CEC default tables found in Table 116-A and Table 1168 and documented by using CECs Fenestration Certificate (FC-1/FC-2). For site-built fenestration and less than 10,000 tt2 or more than or equal to 10,000 fl2 see options for compliance in the Nonresidential Manual in Section 3. 1. A B C D E F G H I J K L M I N Fenestration4 Overhang C en Li-Factor dimensions 0 Q) i C N ct! Window Name Q) a.. SHGC (R)SHGC (R)SHGC (R)SHGC c.. Q) 0 (e.g., Window-1) Area1 ~ 8 =1:1: Proposed Allowed3 Proposed Allowed1•3 H V HN Proposeds Allowed3.4 WEST-WINDOW 3(l) M w 2 fl>.11 fl>.11 fl>hl (l)hl Total Site-Built Note: Site-Built area is the Site-Built Window and Site-Built Skylight Areas. Total Skylight Area Enter Total Skylight Area From Skylight Details, Env-2C Page 4 of 4. Total Area 1. Enter the area of each different fenestration product. 2. Enter the type of fenestration; M=Manufactured, SB=Site-built, and F=Field Fabricated. 3. The allowed U-factor and (R)SHGC values are from Table 143-A, B or C. 4. If the Proposed window does not use an overhang then fenestration SHGC is treated the same as RSHG. Do not fill the overhang columns. 5. For Relative SHGC; an overhang must extend beyond both sides of the window jamb a distance equal to the overhang projection. 6. Use Equation 143-A, Relative Solar Heat Gain to calculate the RSHG for overhangs. 7. Multiply the overhang factor (HN) from RCM Table 3-6 with overhang SHGC, Column M, resulting the overhang RSHG value. Enter value in Max (R)SHGC on ENV-1C, Fenestration Surface, Page 1. 2008 Nonresidential Camnlance Farms Auaust 2009 ENVELOPECOMPOMENTAPPROACH (Page 4 of 4) ENV-2C Project Name: I Date: limate Zone: RESIDENCE INN.-EXERCISE ~ 11!6~ 1-1~-2~13 CA ZONE 1 SKYLIGHT AREA CALCULATION See Sec. 143(a)6A in the Energy Standards ACTUAL STANDARD ALLOWED GROSS ROOF AREA SKYLIGHT AREA A IF Atrium/Skylight Height is ~55 ft; NIA ft2x 0.05 = ft2 or B. IF Atrium/Skylight Height is > 55 ft; ft2x 0.10 = ft2 C. Proposed Skylight Area ft2 D. Skylight % = Proposed Skylight Area~ by Actual Gross Roof Area= % If the PROPOSED SKYLIGHT AREA is greater than the STANDARD ALLOWED SKYLIGHT AREA then the Envelope Component Approach may not be used. The skylight percentage determines the appropriate row for the maximum U-factor allowed TO BE USED IN THE Skylight Details. See Table 143-A, B or C. SKYLIGHTS DETAILS See Sec. 143(a)6 in the Energy Standards SKYLIGHT GLAZING U-FACTOR SHGC A B C D E F G H I J K Glass Glass SKYLIGHT NAME With With #Of (e.g., Sky-1, Sky-2) Curb No Curb Plastic Area1 Type2 Panes Proposed Allowed3 Proposed Allowed4 NIA Total Skylight Area Enter above the Total Skylight Area in Window Details ENV-2C Page 3 of 4. 1. Enter the area of each Different skylight product. 2. Enter the type of skylight; M = Manufactured, SB= Site-built, and F = Fabricated 3. The Allowed U-factor and SHGC values are from table 143-A, B or C. Use Row D Skylight % (from above) to select the allowed SHGC. 4. If the Proposed window does not use an overhang then fenestration SHGC is treated the same as RSHG. RELOCATABLE PUBLIC SCHOOL BUILDINGS-See Sec. 143(a)8 in the Energy Standards Option 1 D Specific Climate Zone Metal Identification Label-Place two labels on D For Specific Climate Zone, use Table 143-A-Prescriptive each relocatable school building and indicate on the building plans. Envelope Criteria. Indicate location on the building plans: Option 2 D Any (All) Climate Zone Metal Identification Label-Place two labels D For Any (ALL) Climate Zone, use Table 143-C -Prescriptive on each relocatable school building and indicate on the building plans. Envelope Criteria. Indicate location on the building plans: 2008 Nonresidential Camnlance Farms Auaust 2009 CERTIFICATE OF COMPLIANCE and MECH-1C FIELD INSPECTION ENERGY CHECKLIST (Page 1 of 5) Project Name: I Date: Climate Zone: RESIDENCE INN.-EXERCISE RM f160 1-10-13 CA ZONE 1 Project Address: Conditioned Floor 2000 FARADAY AVE. CARLSBAD CA 92008 Area: 21&0 &QfT. General Information Building Type: ~ Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. ~ Conditioned Spaces Ounconditioned Spaces Phase of Construction: D New Construction D Addition ~ Alteration Approach of Compliance: ~Component D Overall Envelope TDV Energy D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I w I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment 2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason 3 Item or System I ags (i.e. AC-1, RTU-1, HP-1) PTAC-3 D D D Equipment Type4: PACKAGE D D D No of Systems 1 D D D Max Allowed Heating Capacity 16,100 6TUH D D D Minimum Heating Efficiency 3R> COP D D D Max Allowed Cooling Capacity 11,200 6TUH. D D D Cooling Efficiency 9~EER D D D Duct Location/ R-Value R-8R> D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted -- Economizer N D D D Thermostat y D D D Fan Control y D D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Special Feature 1 Pass Fail -Describe Reason 3 Item or System Tags D D D (i.e. AC-1, RTU-1, HP-1) Equipment Type4: D D D No of Systems D D D Max Allowed Heating Capacity D D D Minimum Heating Efficiency D D D Max Allowed Cooling Capacity D D D Cooling Efficiency D D D Duct Location/ R-Value .D D D Duct Leakage Testing -If Yes, a D D D MECH-4A must be submitted Economizer D D D 1 nermostat D D D r-an vomroI D D D 1. 1na1cate special feature DE r AILS on Page 2 of the lnspect,on c.;neckltst Form. 2. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsitie party shall resubmit energy compliance to include the new changes. 3. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. 4. Indicate Equipment Type: Gas(Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other 2008 Nonresidential Compliance Forms August2009 CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Page 2 of 5) MECH-1C t-roJect Name: RESIDENCE INN.-EXERCISE~-16f> I Date: 1-li?>-13 SPECIAL FEATURES INSPECTION 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. 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 NIA Discrepancies: 2008 Nonresidential Compliance Forms August2009 , . CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST Project Name: Date RESIDENCE INN-EXERCISE ~ '16~ 1-1~-l.3 Required Acceptance Tests 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 desig applicable boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type rec; equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference A,:. describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of Enforcement Agency: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system ser operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code 1 Systems Acceptance. Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requiren The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are che1 requiring testing, person performing the test ( Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what, conducted, The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requireme1 24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. Test Description MECH-2A MECH-3A MECH-4A MECH-SA MECH-6A MECH-7A MECH-BA M Outdoor Ventilation Constant Demand for Volume & Air Control Supply Valve Equipment Requiring Testing or #of VAV& Single-Zone Distribution Economizer Ventilation Fan Leakage Supf Verification units GAV Unitary Ducts Controls DCV VAV Test Terr FTAC-3 I 181 181 181 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 Nonresidential Compliance Forms CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST ( 1-'rOJeCt Name: ID, RESIDl:NCE INN-EXERCISE RM 11161'2> Test Description MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Test PE Equipment Requiring Testing # of for DX Units Air & Zone Systems Systems FTAC-3 I 181 D D D MECI-IANICAL C D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 2008 Nonresidential Compliance Forms CERTIFICATE OF COMPLIANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 5 of 5) MECH-1C 1-'roJect Name: Date: RESIDENCE INN-EXERCISE~ f16(2) 1-1(2)-13 Documentation Author's Declaration Statement I certify that this Certificate of Compliance documentation is accurate and complete. Name: J ::;Ignature: -z-~~~ TOM Q. LE L;ompany: Date: 6TA E~INEER5, INC. 1-1(2)-13 Address: If Applicable CEA# Sl2S CONVOY STREET, SUITE 212 CEPE# City/State/Zip Phone: SAN DIEOO, CA 92111 8SS-11S-6/bf2>1 Principal Mechanical Designer's Declaration Statement I am eligible under Division 3 of the California Business and Professions Code to accept responsibility for the mechanical design. This Certificate of Compliance identifies the mechanical features and performance specifications required for complance with Title 24, Parts 1 and 6 of the California Code of Regulations. The design features represented on the Certificate of Compliance are consistent with the information provided to document this design on the other applicable compliance forms, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Name: I Signature: ~~~ TOM Q.LE FE. Company Name: Date: 6TA ENQINEER5 INC. 1-1(2)-13 Address: License'//' Sl2S CONVOY STREET SUITE 212 M328S1 cIty/::itate/LIp 1-'hOne: SAN DIEG!O CA 92111 8SS-11S-66f2>1 Mandatory Measures Indicate location on building plans of Note Block for Mandatory Measures tll~ MECHANICAL COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2008 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. l8l MECH-1C Certificate of Compliance, Required on plans for all submittals. l8l MECH-2C Mechanical Equipment Summary is required for all submittals. l8l MECH-3C Mechanical Ventilation and Reheat is required for all submittals with mechanical ventilation. l8l MECH-4C Fan Power Consumption is required when for all prescriptive submittals. 2008 Nonresidential Compliance Forms August2009 AIR SYSTEM REQUIREMENTS (Page 1 of 3) MECH-2C PROJECT NAME: DATE: ~51D1:NCE INN-EXERCISE Fa"! f!b!Z> I-IIZ>-13 Indicate Air Systems Type (Central, Single Zone, Package, VA V or etc ... ) Item or System Tags FTAC-3 (i.e. AC-1, RTU-1, HP-1) No. of Systems I Indicate Page Reference on the Plans or Schedule list or list information below MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 3R'J COP Cooling Equipment Efficiency 112(a) SR'J EER HVAC or Heat Pump Thermostats 112(b), 112(c) "( Furnace Controls/Thermostat 112(c), 115(a) -- Natural Ventilation 121 (b) "( Mechanical Ventilation 121 (b) -- VA V Minimum Position Control 121 (c) -- Demand Control Ventilation 121 (c) -- Time Control 122(e) "( Setback and Setup Control 122(e) "( Outdoor Damper Control 122(f) "( Isolation Zones 122(g) -- Pipe Insulation 123 -- Duct Insulation 124 R-8R'J PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a&b) 12,!;IZ>IZ> 6TW-1 Calculated Design Cooling Load 144(a&b) l8,2SIZ> 6TUH. Fan Control 144(c) -- DP Sensor Location 144(c) -- Supply Pressure Reset (DOC only) 144(c) -- Simultaneous Heat/Cool 144(d) "( Economizer 144(e) "( Heat and Cool Air Supply Reset 144(f) -- Electric Resistance Heating 1 144(g) -- Heat Rejection System 144 (h) -- Air Cooled Chiller Limitation 144 (i) -- Duct Leakage Sealing. If Yes, a 144(k) MECH-4-A must be submitted -- 1. Total installed capacity (MBtu/h) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. if electric heat is used explain which exception(s) to Sec. 114(g)apply. 2008 Nonresidential Compliance Forms August2009 WATER SIDE SYSTEM REQUIREMENTS ( PROJECT NAME: DATE: RESIDENCE INN-EXERCISE RM 'I~~ l-1~-13 WATER2SIDE SYSTEMS: Towers, Boilers, Hydro, Item or System Tags (i.e. AC-1, RTU-1, HP-1, CT-1, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Specification 2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112(a) NIA Pipe Insulation 123 NIA PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144(a&b) NIA Cooling Tower Flow Controls 144(h) NIA Variable Flow System Design 144(h) NIA Chiller and Boiler Isolation 1440) NIA CHW and HHW Reset Controls 1440) NIA WLHP Isolation Valves 1440) NIA VSD on CHW, CW & WLHP Pumps > 5HP 144(j) NIA DP Sensor Location 1440) NIA 1. The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column next to apJ 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in th ereference to sheet number and/or specification section a, required features are documented. If a requirement is not applicable, put "NIA" in the column next to applicable section. 2008 Nonresidential Compliance Forms ' SERVICE HOT WATER & POOL/SPA REQUIREMENTS ( PROJECT NAME: I DATE: RESIDENCE INN-EXERCISE RM illhe> l-le>-13 Service Hot Water, Pool Heating Item or System Tags (i.e. WH-1, WHP, DHW, etc ... ) 1 NIA No. of Systems NIA Indicate Page Reference on Plans or Schedule 2 MANDATORY MEASURES T-24 Section SERVICE HOT WATER Certified Water Heater 111, 113 (a) NIA Water heater Efficiency 113 (b) NIA Service Water Heating Installation 113 (c) NIA Pipe Insulation 123 NIA POOL AND SPA Pool and Spa Efficiency and Control 114 (a) NIA 114 (b) NIA Pool and Spa Electric Resisting Heating Exception Pool and Spa Installation 114 (b) NIA Pool Heater -No Pilot Light 115 (c) NIA Spa Heater -No Pilot Light 115 (d) NIA Pipe Insulation 123 NIA 1: The Proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column next to the 2: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section required features are documented. If a requirement is not applicable, put "NIA" 2008 Nonresidential Compliance Forms ' MECHANICAL VENTILATION AND REHEAT PROJECT NAME DJ RESIDENCE INN-EXERCISE RM 1160 MECHANICAL VENTILATION SEC. 121(b)2 REHEAT LIMITATI AREA BASIS OCCUPANCY BASIS VAVMiniI A B C D E F G H I J K Min Min REQ 50% of Design Condition CFM CFMby CFM CFMby V.A. Design Zone ( Zone/ Area per Area Num of per Occupant Max of Ventilation Air Supply Bx 0.4 System (fl2) (ft2) BxC People Person ExF D orG cfm cfm cfm/ft FTAC-.3 2~0 0.IS .39 ~ 15 90 90 100 15 15 15 15 15 15 15 15 15 Totals ~ 90 100 Column I Total Design V C Minimum ventilation rate per Section 121, table 121-A E 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 wit, H Required Ventilation Air (REQ'D V.A.J is the larger of the ventilation rates calculated on a AREA BASIS or OCCUPANCY BASIS ( Column Dor 1 I Must be greater than or equal to H, or use Transfer air ( column NJ to make up the difference. J Design fan supply cfm (Fan CFMJ x 50 %; or the design zone outdoor airflow rate per Sec. 121. K Condition area (tt2} x 0.4 cfm!ft2; or L Maximum of Columns H, J, K, or 300 cfm M This must be Jess than or equal to Column L and greater than or equal to the sum of Column H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column HJ is greater than the Design Minimum Air (Column MJ. Where requin or equal to the difference between the Required Ventilation Air (Column HJ and the Design Minimum Air (Column MJ, Column H minus M. 2008 Nonresidential Compliance Forms FAN POWER CONSUMPTION MECH-4C PROJECT NAME: DATE: RESIDENCE INN-EXERCISE ~ ltl~IZ> 1-IIZ>-13 NOTE: Provide one copy of this worksheet for each fan system with a total fan system greater than 25 hp for Constant Air Volume (CA VJ Fan Systems or Variable Air Volume (VA VJ. Systems when using the Prescriptive Approach. see Power Consumption of fans Sec. 144 (cJ A B C D E F FAN DESCRIPTION EFFICIENCY PEAK WATTS DESIGN NUMBER OF BX EX 746 / BRAKE HP MOTOR DRIVE FANS (Cx D) NIA Totals and Adjustments FILTER PRESSURE ADJUSTMENT Equation 1) TOTAL FAN SYSTEM POWER (WATTS, SUM 144-A in Sec. 144(c) of the Energy Standards COLUMN F) I\) If filter pressure drop (SPa) is greater than 1 inch 2) SUPPLY DESIGN AIRFLOW (CFM) W.C. or 245 Pascal than enter SPa on line 4. 3) TOTAL FAN SYSTEM POWER INDEX (Row 1/ Row W/CFM Enter Total Fan pressure drop across the fan (SPf) 2) 1 on Line 5. 4) SPa B) Calculate Fan Adjustment and enter on line 6. 5) SPf C) Calculate Adjusted Fan Power Index and enter 6) Fan Adjustment= 1-(SPa -1)/ SPf on Row 7 7) ADJUSTED FAN POWEi[ INDEX (Line 3 x Line 6) 1 W/CFM 1. TOTAL FAN SYSTEM POWER INDEX or ADJUSTED FAN POWER INDEX must not be exceed 0.8 w/cfm for Constant Volume systems or 1.25 w/cfm for VA V systems. 2008 Nonresidential Como/iance Forms Auaust 2009 <Il;.nuitf11 nf ~-in ~iegn DEPARTMENT OF ENVIRONMENTA,L HEALTH ·· · FOOD AND HOUSING DIVISION FOOD ·FACILITY PLAN CHECK APPLICATION f<ech-e ct .. ·.', ... www.sdcdeh.org MAIN OFFICE SAN DlEGO NORTH COUNTY 5500OverlandAve#tl0 151 E.CARMELST ' SAN DIEGO, CA 92123 SAN MARCOS, CA 92078 OMOBILE OCONS.ULTATION. O~VISION Facility Name 1?esu::~sJJc£ ·, NN ~ fil'L ~ Asse~sor~s Par~el No~ i, t. · lZD -27 · 00 Facility Address t'0C2Q· ~li!.ADA-'f &,VC.. Ci~o/200 Zip92.0!::)g' BUSINESS OWNER: Nanie('.'.At(c:5eAP l.J~ Udfea.,.. ~ ,• Coinpany _________ --'-------- Mailing Address I 05 Ve..~ ~ ugT --:tt)S«> City (~'{' ~ ·Phone(7(oc.-:.) 845 ·Zc..tro Fax( · ) ~ ·E-Mail __ -___________ _ Zip15'0~2 DESIGNER/CONTRACTOR: Name -&,J :6\.AZ Company ~ ~(M·1Tez:;r:s _Mailing Address f o-15' Jq1°~' ~ -t-1 cio City ~N 1" tAS> StateC~ · Zip 9 Z:..l <> J E-Mail Address be~~ ,,,..~<J<.,M,-CJ'\v'Ch 1~~. Co/\, State Contractor's License if applicable. __ -_____ _ Contact PersoQ_ _~,_;_:,-~----==------------Contact Phone ( ~ \t)) 3C:,t!,~ .:3 Y cS 0 ContactFax((,1<:f) 3~.B-~'1i>B ContactE-MailAddress,_<"IA..:::...:..:...g·,_;~~--------- Max. NumberofFood Ell!ployees per·Shift:.fM1~1~ 011-25[]2~-1000100.+ · Seating: Do 01:.200?l-50 051-100 []101+ : . Anticipated Max# Meals. to be Served: Breakfast Lunch Dinner l ', ------· Customer Ute~ils: Osingle Service 0Multi-service Is there outdoor ~ning, o~tdo.o,r bar, barbecue,' wood oven· et~. associated with the food.facility? 0Yes 0No If yes, explain: . . Is this facility within a Food Court 0Yes-0No-If so is the facility enclosed 0Yes 0No-Explain._ __________ _ Are sneeze guards required? 0Yes _ONo-Ifyes plans must indicate details of the sneeze guard and location.--------~ Grease Trap/Interceptor required: 0Yes 0No; If yes indicate location ____ :..__ _______ ~------- # Employees Restrooms · PuBlic Access? 0Yes O No Will alcohol be served and consumed on site? 0Yes 0No . . . SEWER: O~uJ:>lic-QSeptic/ Private WATER: 0Public-0Weil/ Private (If private contact Larid Use at (858) 565-5173) Identify tl_ie municipal water and ~ewater·_district(s), ___________________ __,. _____ _ • C0:\1PLETE PART II · · FOOD & HOUSING DMSION-PLAN CHECK P-1 FHD-PC-177 (02/11) PARTII SUBMIT THE FOLLOWING DOCUMENTS WITH YOUR APPLICATION. Applications will not be processed until all requir.ed documents are.received and all fees are paid: . I) Pl~ns must be submitted to a stated scale (i.e., ¼" per ft.) ar_i.d done in a professional manner. The minimum size is ~I" x · 17": A total of three (3) sets are required. An Environmental Health Note section must be on plans. · · 2) Proposed menu (Including seasonal, qff-site and catering menus). 3) . Finish schedule of interior finishes. . 4) · Ph.1mbing layout showing type and locatjon of equipmeht with drains, fJoor sinks and plumbing .schedule. 5) Equipment schedule showing type, manufacturer, and model numbers. 6) Floor plan layout All equipment shall be-clearly labeled on the plan with its coµunon name. ,' 7) Manufacturer specification sheets "cut sheets'; for equipment shown on the plan. 8) Complete exhaust ventilation plans (HV AC), including restroom ventilation and kitchen exhaust system plans. 9) All existing equipment and finishes must be defined~ . ,10) · Site ·pl~ showing the location of restrooms, mop basin, alleys; str~ets, vacant lots, adjacent businesses, and outside equipmeht.(dumpsters, well, septic syste~ e.tc.). . . . · . : 1 I.) Written legal agreement for shared restrooms or common restr<><Jms not located within the establishment. .12) Ifthere are open or continuous doors, then the food prep ~eas ~ust be shown as completely enclosed. : ' . _ · _13) For·unenclos·ed (non-occupied) Mobile Food Facilities (MFF), operational procedures for food handling and the cleaning and sanitizing·offood-contact surfaces, food equipment.and utensils. , ·. 14) MFF C('.>fl1m(ssary, agreement letter, if available at that time, shall acct;>mpany_ the plans_ (otherwise to be submitted upon application for the operational health permit.) OTip::R A~EN~IES: O·BLDG; DEPARTMENT a FIRE DEP~TME.NT a-ZONING aw ATER/WAST~ ATER DISTRICTS a APCD O DEH-LWQ (NOTE: If you are the business owner and an honorably discharged veteran you may be eligible for a fee exemption.) I declare under penalty of perjwy that to the best of my-knowledge and belief; the description of use and information contained on this application and plans are correct and true. I hereby consent to all necessacy inspections made pursuant to law and incidental to the issuance of this review and the operation of this business. I also agree to conform to all conditions, orders, anci directions, issued pursuant to the California Health and Safety Code, and all applicable County and·City Ordinances. I understand that if the. plans are incomplete due to a lack of any of the required information, the plans will be rejected.and upon resubmission, a plan recheck fee will be charged. I ·am aware that plan check fees are not fully refundable and that· pl~s, once · reviewed, will be picked up within 60 days or they will be discarded. Plans are. valid for one year after stamp. Any changes to the released documents will-be submitted and filed_with the <;:ounty·o an Die o Department qfEnvironment Health. . ·-, · Date I-Lf ... 17 FOOD & HOUSING DNISION-PLAN·CHECK P-2 FHD-PC-177 (02/11) CB122698 2000 FARADAY AV RESIDENCE INN· 198 SF PATIO// RFROUTE GAS FOR BBQIIADD EXHAUST • ·---••..,I 11""\\AIAI I /2-/-,7/;z-~ ~/mJ; {;v9/ \~14 \t?., ~ to QAA./ 1~Jo, l1u ~<£ ~e_ h,e£ ( 86-l'L-.tJ/calcs. ,:r,~; ], z_, ·l}ILfl,v 5E:.C!Y I L-CJ.....,f"'- (1/tf'J :rr @. fee , Pl-/11" :JX TD p,..A\<-', F I k '.LC 1" F ,e.-6 r,) ~ ~ ~ ~ 8P> I'--.,_; / µ!>~ I ~ y t -,pet.,>_ I I/\<; I I 'L, Q1,.;txr5-:rf -(6 M~ z/ e,/ ,:;,, C r-ri; ,11@ / {b-,= x h 6811. p.;/{),lue":IJ ~ ca 1cs :J(H / ,'3 -o,prk-4-o l--~ o(.C ~ ~b, '(I ,pl,,,,,.::, Pl D / I I, f'2 0 f 5. 0J3. ~ ~ &--& ~~ { ~ ~ B ~ I c--h)~oUL ~;r\t)---W-~ <F-c. -tyv-J--~\-'f>"lf's kd-~ ~ I ~u/10-/lT;/N PL~ ~Fe a)21 1 ,~ -I 5s~ Flnaflnsp. Approved Date BUILDING 2121/ 13 Pl.ANNING 10-hct /11_. ENGINEERING 12.,,(5 ,ft 2..- FIRE Expedite? fj} t/ I Pi/,'& AFS Checked by: HazMat APCD Health I/K//3 Forms/Fees Sent Rec'd Encina Fire HazHealthAPCD PE&M School Sewer Stormwater Special Inspection CFO: y C!:!.) LandUse: Density: lmpArea: FY: Annex: PFF: Y lN) Comments Date Date Date Building 1o.l;>...">{f'Z... Planning Engineering Fire Need? I tj~~ ~'.±.:s -I SW '3y Pl//rfz.-.-. cis.. J...:D ~ rPn1- Due? By y N y N y N y N y N y N y N y N Factor: Date -Jtnorre ODone ODoiie ODone ODone 0 Issued