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Home My WebLink About2780 CARLSBAD BLVD; ; CB090599; Permit06-09-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB090599 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: SACHIN PARLIKAR 760-685-1807 2780 CARLSBAD BL CBAD Tl Sub Type: COMM 2031721400 Lot#: 0 Status: $61,825.00 Construction Type: 5B Applied: Reference #: Entered By: GAUYULE GRILL: 534SF REMODEL Plan Approved: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & Issued: Inspect Area: Plan Check#: Owner: GRIGORAS LUDVIK&VERONICA 2802 CARLSBAD BLVD CARLSBAD CA 92008 ISSUED 04/08/2009 JMA 07/31/2009 07/31/2009 RB Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $473.03 Meter Size $0.00 Add'l Reel. Water Con. Fee $307.47 Meter Fee $60.00 SDCWA Fee $0.00 CFD Payoff Fee $12.98 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $1.00 HMPFee ?? TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $1,125.22 $1,038.66 $0.00 $0.00 $7,661.68 $7,072.32 $118.00 $60.00 $69.50 $0.00 $4,789.52 $0.00 $0.00 $22,789.38 Total Fees:$22,789.38 Total Payments To Date:$22,789.38 Balance Due:$0.00 Inspector: FINAL APPRQVA Date: W^ '' ^Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Building Permit Application Plan Check No. Est. Value (Q (f Plan Ck. Deposit ^ 3^7. ^/y7 Date ~~'' JOB ADDRESS " CT/PROJECT *I LOT PHASES T#"OF UNITS" T# BEDROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) SUITE#/SPACE#/UNIT# # BATHROOMS - I"? TENANT BUSINESS NAME CONSTR. TYPE I OCC. GROUP L, c?cr_ o 1 <•=> if?t 6 6 5 \ 4-6 EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YES D #NO D AIR CONDITIONING YES D NO D FIRE SPRINKLERS YES D NO D CONTACT NAME (If Different Fom Applicant) { CZL?ff^.O APPLICANT NAME ADDRESS ADDRESS c: CITY STATE ZIP -X CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL PROPERTY OWNER NAME ADDRESS* CONTRACTOR BUS. NAME ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE "EMAIL PHONE FAX ARCH/DESIGNER NAME & ADDRESS EMAIL STATE LIC.«CLASS CITY BUS. LIC.» Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is icensed 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 there from, and the basis for the alleged exemption. Any violation of ection 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 penally of perjury one of the following declarations: n 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. O I 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' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. L~) Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. g$ CONTRACTOR SIGNATURE DATE • •*• •• I hereby affirm that I am exempt from Contractor's License Law for the following reason: d I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). JsL . I am exempt under Section _ Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. jj^Yes O No 2.1 (have / have not) sig'ned an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hirecWJie following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): 5.1 will provide some of the work, but I have conturcted/iired) the following persons to provide the work indicated (include name / address / phone / type of work): PROPERTY OWNER SIGNATURE DATE 7/3 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes O No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'ff deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within ^"APPLICANTS SIGNATURE J^2(-^L^^^~ """ DATE <O^C c-> **•? r;c^ Since 1882 Carlsbad Mineral Water & Spa A California Historic Site 2802 Carlsbad Blvd, Carlsbad, CA 92008 USA Ph 760.434.1887 Fax 760.434.9192 www.carlsbadmiperalspa.com August 3,2009 fax 602-8558 To Carlsbad Building Department, I Ludvik Grigoras owner of property located at 2780 Carlsbad Blvd, Carlsbad, authorize David Ayoub to pull a construction permit to remodel the existing building. Sincerely I'd SS82-8BS 60 £0 City sf Carlsbad Final Building InspectionEfr^a Dept: Buifc Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: Inspected By: ^^ Inspected By: Inspected By: Comments: \ vL ding Engineering Planning CMWD CB090599 GAUYULE GRILL: 534SF REMODEL 665SF OUTDOOR EATING PATIO//146SF ADD 2780 CARLSBAD BL DAVID Phone: 7608895030 CA Water Dist: CA ,<- ~N -'•'/ Date ^ , ~/r=7r ^ Inspected: £ /'&L Date Inspected: Date Inspected: StLite Fire Date: Permit Type: Sub Type: FOR RES Lot: 0 Approved: --f'^' Approved: Approved: 05/24/2010 Tl COMM Disapproved: Disapproved: Disapproved: Inspection List Permit*: CB090599 Type: Tl Date Inspection Item 06/09/201089 06/09/201089 06/07/201089 06/07/2010 89 05/27/2010 19 05/27/201029 05/27/2010 39 05/27/201049 05/27/2010 89 05/24/2010 19 05/24/201029 05/24/201039 05/24/201049 05/03/2010 23 04/26/2010 22 04/26/201022 04/26/2010 23 04/15/201022 04/15/201023 04/13/201021 04/13/2010 22 04/13/2010 23 04/06/2010 11 04/01/201044 11/23/200944 11/23/200944 11/18/2009 17 11/02/2009 14 11/02/200924 11/02/200934 10/06/200924 10/06/200983 09/30/2009 83 09/25/2009 13 09/25/2009 14 09/25/2009 1 5 09/09/2009 16 09/08/2009 21 09/08/2009 22 09/08/2009 23 09/08/2009 34 08/19/2009 11 08/18/2009 11 Wednesday, June 09, Final Combo Final Combo Final Combo Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Gas/Test/Repairs Sewer/Water Service Sewer/Water Service Gas/Test/Repairs Sewer/Water Service Gas/Test/Repairs Underground/Under Floor Sewer/Water Service Gas/Test/Repairs Ftg/Foundation/Piers Rough/Ducts/Dampers Rough/Ducts/Dampers Rough/Ducts/Dampers Interior Lath/Drywall Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Topout Roof Sheathing/Ext Shear Roof Sheathing/Ext Shear Shear Panels/HD's Frame/Steel/Bolting/Weldin Roof/Reroof Insulation Underground/Under Floor Sewer/Water Service Gas/Test/Repairs Rough Electric Ftg/Foundation/Piers Ftg/Foundation/Piers 2010 COMM Inspector Act RB - - RB RB RB RB RB - RB RB RB RB RB RB RB RB RB RB RB RB RB RB RB RB RB RB PD PD PD RB RB RB RB RB RB RB RB RB RB RB RB RB AP Rl Rl PA NR NR AP NR Rl PA PA PA PA CA PA AP we CO AP PA we NR PA PA PA PA AP PA AP PA we AP CO NR we NR PA PA PA PA PA AP CA GAUYULE GRILL: 534SF REMODEL 665SF OUTDOOR EATING PATIO//146SF A Comments STILL NEEDS FIRE SIGN OFF TEMP C OF O GRANTED - SEE LIST ATTACHED emr for testing equipment COURTESY INSP ON CHANGES GAS MTR REL FOR TESTING ONLY no meter releases until final ON GREASE LINE - SEE CARD HAVE PLANS APPROVED FOR NEW GREASE TRAP FOR UNDRG FROM METER TO BLDG. SEE NOTICE COURTESY INSP. COURTESY INSP ONLY OK TO WRAP TYPE 1 VENT CAME BACK 3M WRAP OK SEE JOB CARD SEE NOTICE ATTACHED UNDR FLOOR OK UNDER FLR INSP OK UNDER FLR INSP OK UNDER FLR INSP OK UNDER FLR INSP OK SLAB Page 1 of 2 08/10/200921 Underground/Under Floor RB PA SEE JOB PLANS 08/10/200922 Sewer/Water Service RB WC 08/06/2009 11 Ftg/Foundation/Piers RB AP ON RE CHECK FTG DEPTH 08/05/2009 11 Ftg/Foundation/Piers RB AP FTGS ONLY - CAME BACK 2ND TIME TODAY 08/05/200911 Ftg/Foundation/Piers RB NR ON CORRECTIONS - WILL GO BACK LATER 08/05/2009 33 Service Change/Upgrade RB PA OK TO RELOCATE SERVICE DROP ONLY 08/03/200911 Ftg/Foundation/Piers RB CO SEE NOTICE ATTACHED 08/03/200912 Steel/Bond Beam RB CO Wednesday, June 09, 2010 Page 2 of 2 City of Carlsbad Bldg Inspection Request For: 06/07/2010 Permit# CB090599 Title: GAUYULE GRILL: 534SF REMODEL Inspector Assignment: RB Description: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & HALL Type:TI Sub Type: COMM Job Address: 2780 CARLSBAD BL Suite: Lot: 0 Location: APPLICANT SACHIN PARLIKAR Owner: Remarks: Phone: 7608895030 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Requested By: DAVID Entered By: JANEAN i l1 *if~. Notice Comments/Notices/Holds For water meter, see permit WM09-50 CV030769 CV061071 CV070522 CV071136 CV080242 CV990329 PCR09132 Associated PCRs/CVs Original PC# CLOSED Z-SIGNAGE W/NO PERMIT; AND OUTDOOR DISPLAY TOO LRG Z- OFFICE USE OF RET. ZONE LND; Z- OFFICE USE OF /RETAIL LAND; O- BALANCE DUE; O- NO B.L. - ILLEGAL OUTSIDE; DISPLAY BANNER/CLSB PADDLE SPORTS; CARLSBAD BEACH GRILL: FORMERLY; GAUYULE GRILL: WINDOWS & DOORS, ON CLOSED CLOSED CLOSED CLOSED CLOSED ISSUED Inspection History Date Description Act 05/27/2010 19 Final Structural NR 05/27/2010 29 Final Plumbing NR 05/27/2010 39 Final Electrical AP 05/27/2010 49 Final Mechanical NR 05/24/2010 19 Final Structural PA 05/24/2010 29 Final Plumbing PA 05/24/2010 39 Final Electrical PA Insp Comments RB RB RB emr for testing equipment RB RB COURTESY INSP ON CHANGES RB GAS MTR REL FOR TESTING ONLY RB CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO. (760) 602-2700 1635 FARADAY AVENUE TIME <?r / ^ = r j FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT _ YES CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 05/24/2010 57 Permit# CB090599 Title: GAUYULE GRILL: 534SF REMODEL Inspector Assignment: RB Description: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & HALL Type:TI Sub Type: COMM Job Address: 2780 CARLSBAD BL Suite: Lot: 0 Location: APPLICANT SACHIN PARLIKAR Owner: Remarks: Phone: 7608895030 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: DAVID Entered By: JANEAN Act Comments ,_r Notice Comments/Notices/Holds For water meter, see permit WM09-50 Associated PCRs/CVs Original PC# CV030769 CLOSED Z-SIGNAGE W/NO PERMIT; AND OUTDOOR DISPLAY TOO LRG CV061071 CLOSED Z- OFFICE USE OF RET. ZONE LND; CV070522 CLOSED Z- OFFICE USE OF /RETAIL LAND; CV071136 CLOSED O-BALANCE DUE; CV080242 CLOSED O-NO B.L. - ILLEGAL OUTSIDE; DISPLAY CV990329 CLOSED BANNER/CLSB PADDLE SPORTS; PCR09132 PENDING CARLSBAD BEACH GRILL: FORMERLY; GAUYULE GRILL: WINDOWS & DOORS, ON Inspection History Insp Comments RB no meter releases until final Date Description Act 05/03/2010 23 Gas/Test/Repairs CA 04/26/2010 22 Sewer/Water Service AP RB 04/26/2010 22 Sewer/Water Service PA RB 04/26/2010 23 Gas/Test/Repairs WC RB 04/15/2010 22 Sewer/Water Service CO RB 04/15/2010 23 Gas/Test/Repairs AP RB 04/13/2010 21 Underground/Under Floor PA RB ON GREASE LINE - SEE CARD HAVE PLANS APPROVED FOR NEW GREASE TRAP FOR UNDRG FROM METER TO BLDG. SEE NOTICE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION. PERMIT NO. TIME ^ c P/frrf . ' <*i< >zr FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L YES FOR FURTHER INFORMATION, CONTACT PHONE feuiLCUNtflNSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 04/13/2010 Permit# CB090599 Title: GAUYULE GRILL: 534SF REMODEL Inspector Assignment: RB Description: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & HALL Type:TI Sub Type: COMM Job Address: 2780 CARLSBAD BL Suite: Lot: 0 Location: APPLICANT SACHIN PARLIKAR Owner: Remarks: Phone: 7608895030 Inspector: Total Time:Requested By: DAVID Entered By: JANEAN CD Description 21 Underground/Under Floor 22 Sewer/Water Service 23 Gas/Test/Repairs Comments/Notices/Holds Notice For water meter, see permit WM09-50 Associated PCRs/CVs Original PC# CV030769 CLOSED Z-SIGNAGE W/NO PERMIT; AND OUTDOOR DISPLAY TOO LRG CV061071 CLOSED Z-OFFICE USE OF RET. ZONE LND; CV070522 CLOSED Z-OFFICE USE OF/RETAIL LAND; CV071136 CLOSED O-BALANCE DUE; CV080242 CLOSED O- NO B.L. - ILLEGAL OUTSIDE; DISPLAY CV990329 CLOSED BANNER/CLSB PADDLE SPORTS; PCR09132 PENDING GAUYULE GRILL-REVISIONS TO; WINDOWS & DOORS, ON PATIO WALLS-ADD SLII Inspection History Date Description Act Insp 04/06/2010 11 Ftg/Foundation/Piers PA RB 04/01/2010 44 Rough/Ducts/Dampers PA RB 11/23/2009 44 Rough/Ducts/Dampers PA RB 11/23/2009 44 Rough/Ducts/Dampers PA RB 11/18/2009 17 Interior Lath/Drywall AP RB 11/02/2009 14 Frame/Steel/Bolting/Welding PA PD 11/02/2009 24 Rough/Topout AP PD 11/02/2009 34 Rough Electric PA PD 10/06/2009 24 Rough/Topout WC RB Comments COURTESY INSP. COURTESY INSP ONLY OK TO WRAP TYPE 1 VENT CAME BACK 3M WRAP OK SEE JOB CARD NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE ) JDATE j—' TIME LOCATION PERMIT NO. FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L J YES FOR FURTHER INFORMATION, CONTACT PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 09/30/2009 Permit* CB090599 Title: GAUYULE GRILL: 534SF REMODEL Inspector Assignment: RB Description: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & HALL 2780 CARLSBAD BL Lot: 0 Type:TI Sub Type: COMM Job Address: Suite: Location: OWNER GRIGORAS LUDVIK&VERONICA Owner: GRIGORAS LUDVIK&VERONICA Remarks: Phone: 7608895030 Inspector: Total Time:Requested By: DAVID Entered By: CHRISTINE CD Description 13 Shear Panels/HD's 15 Roof/Reroof Act Comments Notice Comments/Notices/Holds For water meter, see permit WM09-50 CV030769 CV061071 CV070522 CV071136 CV080242 CV990329 Associated PCRs/CVs Original PC# CLOSED Z-SIGNAGE W/NO PERMIT; AND OUTDOOR DISPLAY TOO LRG Z- OFFICE USE OF RET. ZONE LND; Z- OFFICE USE OF /RETAIL LAND; O- BALANCE DUE; O- NO B.L. - ILLEGAL OUTSIDE; DISPLAY BANNER/CLSB PADDLE SPORTS; CLOSED CLOSED CLOSED CLOSED CLOSED Inspection History Date Description Act 09/25/2009 13 Shear Panels/HD's NR 09/25/2009 14 Frame/Steel/Bolting/Welding WC 09/25/2009 15 Roof/Reroof NR 09/09/2009 16 Insulation PA 09/08/2009 21 Underground/Under Floor PA 09/06/2009 22 Sewer/Water Service PA 09/08/2009 23 Gas/Test/Repairs PA 09/08/2009 34 Rough Electric PA 08/19/2009 11 Ftg/Foundation/Piers AP 08/18/2009 11 Ftg/Foundation/Piers CA 08/10/2009 21 Underground/Under Floor PA 08/10/2009 22 Sewer/Water Service WC Insp Comments RB RB RB RB UNDR FLOOR OK RB UNDER FLR INSP OK RB RB RB RB SLAB RB RB SEE JOB PLANS RB CITY OF CARLSBAD BUILDING DEPARTMENT o_DATE f NOTICE (760) 602-2700 1 635 FARADAY AVENUE TIME LOCATION PERMIT NO. -r ' FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? L J YES FOR FURTHER INFORMATION.CONTACT PHONE BUILDING fMSPE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 08/03/2009 Permit# CB090599 Title: GAUYULE GRILL: 534SF REMODEL Inspector Assignment: Description: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & HALL Sub Type: COMM 2780 CARLSBAD BL Lot 0 Type:TI Job Address: Suite: Location: OWNER GRIGORAS LUDVIK&VERONICA Owner: GRIGORAS LUDVIK&VERONICA Remarks: Phone: 7608895030 Inspector: Total Time: CD Description 11 Ftg/Foundation/Piers 12 Steel/Bond Beam Requested By: DAVID Entered By: JANEAN Act Comments I Notice Date Comments/Notices/Holds For water meter, see permit WM09-50 Associated PCRs/CVs Original PC# CV030769 CLOSED Z-SIGNAGE W/NO PERMIT; AND OUTDOOR DISPLAY TOO LRG CV061071 CLOSED Z- OFFICE USE OF RET. ZONE LND; CV070522 CLOSED Z-OFFICE USE OF/RETAIL LAND; CV071136 CLOSED O-BALANCE DUE; CV080242 CLOSED O- NO B.L. - ILLEGAL OUTSIDE; DISPLAY CV990329 CLOSED BANNER/CLSB PADDLE SPORTS; Inspection History Description Act Insp Comments NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE (5r^ J> " & TIME LOCATION PERMIT NO. FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? I ! YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 08/05/2009 Permit* CB090599 Title: GAUYULE GRILL: 534SF REMODEL Inspector Assignment: RB Description: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & HALL Sub Type: COMM 2780 CARLSBAD BL Lot: Type:Tl Job Address: Suite: Location: OWNER GRIGORAS LUDVIK&VERONICA Owner: GRIGORAS LUDVIK&VERONICA Remarks: Phone: 7608895030 Inspector: Total Time: CD Description 11 Ftg/Foundation/Piers Act Comments A\ Requested By: DAVID Entered By: CHRISTINE ^/ %Zl Iic/- &&„<> A*e£ 2J& ~r&06c. Notice Comments/Notices/Holds For water meter, see permit WM09-50 £j^ C*.*^ Sj'£4!^*--qfr£p>. ^ ^/^•^Lj-s'fri^ j; - etr / (. f& &-&& fc <£?&<£(?. Date 08/03/2009 08/03/2009 Associated PCRs/CVs Original PC# CLOSED Z-SIGNAGE W/NO PERMIT, AND OUTDOOR DISPLAY TOO LRG Z- OFFICE USE OF RET. ZONE LND; Z- OFFICE USE OF /RETAIL LAND; O- BALANCE DUE; O- NO B.L. - ILLEGAL OUTSIDE; DISPLAY BANNER/CLSB PADDLE SPORTS; Inspection History Description Act Insp Comments 11 Ftg/Foundation/Piers CO RB SEE NOTICE ATTACHED 12 Steel/Bond Beam CO RB CV030769 CV061071 CLOSED CV070522 CLOSED CV071136 CLOSED CV080242 CLOSED CV990329 CLOSED Technical Field Services, Inc. Construction Quality Control Project Name:Project *:Date:Day. Project Address:&1<A Author: Client: Building Permit #: Qf*Contractor: Plan File Foreman: Type of Inspection: $<?/>£>Weather: Code:Report of work inspected / obser >l~iP •hen- Samples Taken: Yes_No Type:Size: Quantity in Sample: inspector^ jnspector Signature City Cert. # -7-7 / Hours O.T. Jobsite Representative: carts sao, ca. y^uwo City of Carlsbad Bldg Inspection Request For: 08/19/2009 Permit# CB090599 Title: GAUYULE GRILL: 534SF REMODEL Inspector Assignment: RB Description: 665SF OUTDOOR EATING PATIO//146SF ADD FOR RESTRMS & HALL Sub Type: COMM 2780 CARLSBAD BL Lot 0 Type:Tl Job Address: Suite: Location: OWNER GRIGORAS LUDVIK&VERONICA Owner: GRIGORAS LUDVIK&VERONICA Remarks: Phone: 7608895030 Inspector: Total Time:Requested By: DAVID Entered By: JANEAN CD Description 11 Ftg/Foundation/Piers Act Comments Comments/Notices/Holds 'Notice For water meter, see permit WM09-50 CV030769 CV061071 CV070522 CV071136 CV080242 CV990329 Associated PCRs/CVs Original PC# CLOSED Z-SIGNAGE W/NO PERMIT; AND OUTDOOR DISPLAY TOO LRG Z- OFFICE USE OF RET. ZONE LND; Z- OFFICE USE OF /RETAIL LAND; O- BALANCE DUE; O- NO B.L. - ILLEGAL OUTSIDE; DISPLAY BANNER/CLSB PADDLE SPORTS; CLOSED CLOSED CLOSED CLOSED CLOSED Inspection History Date Description 08/18/2009 11 Ftg/Foundation/Piers 08/10/2009 21 Underground/Under Floor 08/10/2009 22 Sewer/Water Service 08/06/2009 11 Ftg/Foundation/Piers 08/05/2009 11 Ftg/Foundation/Piers 08/05/2009 11 Ftg/Foundation/Piers 08/05/2009 33 Service Change/Upgrade 08/03/2009 11 Ftg/Foundation/Piers 08/03/2009 12 Steel/Bond Beam Act CA PA we AP AP NR PA CO CO Insp RB RB RB RB RB RB RB RB RB Comments SEE JOB PLANS ON RE CHECK FTG DEPTH FTGS ONLY - CAME BACK 2ND TIME TODAY ON CORRECTIONS - WILL GO BACK LATER OK TO RELOCATE SERVICE DROP ONLY SEE NOTICE ATTACHED Technical Fieltf Services, Inc. Construction Quality Control Project Name: /^> ^ f //TFS Project*:Day: Project Address:Author: <?, f?, City:C &VTJS o<a_Client: Building Permit*:Contractor: Plan File #:Foreman: Type of Inspection:Weather: Code:Report of work inspected / observed: ^4xxw> JTSA rt\\v>eA /irt. A olat-e A H>/'„ Lt—s>-'c '/T Z^O/ / /~^L/ oc. ftf /tA i IJLSI I V r-. - A n ^L»JL'' » A> ft >v J Samples Taken: Yes_No Type:Size: Quantity in Sample: Inspector Jobsite Representative: EsGil Corporation In Vartnershi-p with government for Quitting Safety DATE: July 3O, 2OO9 Q APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 090599 SET: VI PROJECT ADDRESS: 2780 Carlsbad Blvd. PROJECT NAME: Guayole's Grill at the Blvd. Restaurant Addition & TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified in the attached list are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Kurt Culver Enclosures: EsGil Corporation D GA D MB D EJ D PC 7/27/09 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 Carlsbad 090599 July 30, 2009 1. Only one set of plans was f^pwkfed to EsGil (the other set is at the city). The designer added notes to the plans, so tnese must be added to the set already at the city. These include: Parapet and ramp curb notes on A-4.0, along with roof drain piping on sheet M-1. 2. The applicant stated that the city would not require a ^JBj^port for this project. Please verify. 3. Verify Health Defpariment approval. w4. The applicant stated that the city|#efuld not require a urinal for this project. Please verify. There may be an issue with thBf)iquor license. EsGii Corporation In (Partnership with government for (Building Safety DATE: July 21, 2O09 qlAEELJCANT JURISDICTION: Carlsbad OTEANREVIEWEF? a FILE PLAN CHECK NO.: 090599 SET:V PROJECT ADDRESS: 278O Carlsbad Blvd. PROJECT NAME: Guayole s Grill at the Blvd. Restaurant Addition & TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sachin Parlikar 1495 Clearview Way, San Marcos, CA 92078 Cc: David Ayoub 2780 Carlsbad Blvd. Carlsbad 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sachin Parlikar Telephone #: (760) 685-1807 Date contacted: T/mf^t (by: /C£- ) Fax #: (760) 591-9399 Mail Telephone Fax In Person REMARKS: Also faxed to Casa Engineering: 858-695-3367. By: Kurt Culver Enclosures: EsGil Corporation H GA D MB D EJ D PC 7/15/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 Carlsbad 090599 July 21, 20O9 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 278O Carlsbad Blvd. PLAN CHECK NO.: 090599 SET: V DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/15/09 REVIEWED BY: Kurt Culver DATE RECHECK COMPLETED: July 21, 2009 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. 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 arid where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad O9O599 July 21, 2OO9 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 3. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. THE FINAL PLANS WILL BE REVIEWED FOR THIS REQUIREMENT. SHEETS PC-1.0 AND M-1 ARE STILL NOT SIGNED AND SEALED. 12. Exterior walls shall have a 30 inch parapet when they are required to be fire-resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 704.11). The uppermost 18" of such parapets shall be noncombustible. • The plans don't show the required 30" parapet along the new north wall. PART OF THE NEW NORTH WALL IS SHOWN WITH A PARAPET, BUT NOT THE PART AT THE EXTREME WEST SIDE (THE PORTION OF WALL WITH A 5'-7" DIMENSION). PLEASE FURTHER REVISE THE PLANS. 13. Combustible projections located where openings are required to be protected (or where openings are prohibited) shall be heavy timber or 1-hour fire-resistance-rated construction. For most buildings, this applies to projections within 5' of the lot line in nonsprinklered buildings, and 3' for sprinklered buildings. Section 704.2.3. • The sheet index on C-1.0 refers to sheet "A3.0" for the roof plan, but no such sheet occurs in the plans. Revise the sheet index. 23. Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. Please show it at the new Mansard. I still cannot locate the attic access panels on the plans for the sloped-roof area. 28. General comment: There are many notes that were added to the plans in ink. Make sure that these notes are on the final plans. ON SHEET A-1.0 THERE ARE NOW MANY EMPTY REFERENCE BUBBLES (NEXT TO THE RAMP, AND ON THE ROOF PLAN). PLEASE FILL IN THESE EMPTY REFERENCE BUBBLES. Carlsbad 09O599 July 21, 2009 32. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. SEE THE ENCLOSED LIST FOR REMAINING ITEMS. 33. If a room addition is less than 500 sq. ft. in area and only one story, then a soils report is not required. The maximum allowable soil bearing value used in any design must be 1000 psf for this exception. CITY POLICY. WE WILL VERIFY WITH THE CITY THAT THEY HAVE WAIVED THE REQUIREMENT FOR A SOILS REPORT. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek 73. SHEETS PC-1.0 AND M-1 ARE STILL NOT SIGNED AND SEALED. Qftly4he oloctrical drawings arc signed and soalod. Tho final sot of corroctod drawings to be reviewed for signing and sealing just before tho permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 76. THE CITY BUILDING OFFICIAL TO REVIEW evidence of Health Department approval (for restaurants). 82. SHEET A-4 SHOWS ONLY 30 INCH TALL PARAPET WALLS AND SHEET M-1 NOTES A REQUIRED 42 INCH TALL PARAPET WALL AT PROPERTY LINE WALL AT NORTH SIDE OF THE BUILDING AT RESTROOM EXHAUST & KITCHEN HOOD EQUIPMENT? PLEASE CORRECT. 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 10 feet of a roof edge or open side of a walking surface..." PLUMBING (2006 UNIFORM PLUMBING CODE) 85. PLEASE PROVIDE THE SITE WATER LINE PLANS. SHOWING THE ROUTE OF THE PROPOSED THE NEW 11/2 INCH WATER MAIN FROM THE NEW 1" PUBLIC WATER METER TO THE BUILDING. AS PER THE NOTE ON SHEET PC-1.0 AND THE WATER LINE SIZING CALCULATIONS. ALSO SHEET P-2.0 SHOWS ONLY ONE INCH WATER LINES FROM NEW WATER METER TO THE RESTAURANT. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 90. SHEET P-2.0 STILL DOES NOT SHOW WHERE EACH SEDIMENT TRAP IS TO BE INSTALLED? Include the gas piping sediment trap installed as close as possible to the appliance inlet on the plumbing design. Exceptions: Appliances with an internal sediment trap, or ranges, clothes dryers, gas fireplaces and outdoor grilles. UPC 1212.7. Carlsbad O90599 July 21, 20O9 91. THE PLANS SHOW NO URINALS: PLEASE REVIEW WITH REQUIREMENTS FOR LIQUOR LICENSE REQUIREMENTS FOR URINAL. BUILDING DEPARTMENT TO REVIEW. 95. THE DETAIL #4 ON SHEET A-6.0 DOES NOT CALLOUT THE "TEMPERING VALVES" AND SHEET P-2.0 DOES NOT SHOW THE LOCATIONS OF THE "TEMPERING VALVES" AND DOES NOT CROSS-REFERENCE THE DETAIL #4 ON SHEET A-6.0. THE WATER LINE PLANS DO NOT SHOW THE LOCATIONS OF THE TEMPERING VALVES FOR EACH LAVATORY AS PER NOTE #12 ON SHEET P-2.0. PLEASE DETAIL THE HOT WATER AND COLD WATER INPUTS AND THE TEMPERED WATER OUTPUT TO THE LAVATORY HOT WATER CONNECTION. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 99. THE FOLLOWING ARE STILL NOT SHOWN ON THE DRAWINGS. Provide the following information concerning the water heater: C) THE FLOOR PLANS STILL DO NOT SHOW THE DRAIN LINE FROM THE P & T VALVES TO THE EXTERIOR. NOTE. THE DRAIN LINE MAY NOT OPEN THROUGH THE FIRE RATED PROPERTY LINE WALL. Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 F) THE DRAWINGS STILL DO NOT SHOW THE FLUE FROM THE TOP OF THE WATER HEATER UP THROUGH THE ROOF: INCLUDING OFFSET. SLOPES & TERMINATION LOCATION. Detail the water heater vent installation: Size, route, slope, & termination location (minimum 8' from vertical surfaces). UPC 510.0 G) THE DRAWINGS STILL DO NOT SHOW THE EXPANSION TANK. An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 100. SHEET M1 STILL SHOWS NO ROOF DRAINAGE FOR THE ROOF AREA OVER THE RESTROOMS AND NO RAINWATER DRAINAGE PIPING SHOWN FROM THE ROOF DRAINS SHOWN ON SHEET M1.THE DRAWING DO NOT SHOW THE SIZES AND LOCATIONS OF THE ROOF DRAINS AND DOES NOT SHOW THE SIZES, SLOPES AND ROUTES OF THE RAINWATER PIPING FROM EACH ROOF DRAIN._ Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 100. THE DRAWING DO NOT SHOW THE SIZES AND LOCATIONS OF THE ROOF DRAINS AND DOES NOT SHOW THE SIZES. SLOPES AND ROUTES OF THE RAINWATER PIPING FROM EACH ROOF DRAIN. Not address on the plans'and no response provided? Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 Carlsbad 09O599 July 21, 20O9 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 105. DETAIL 20 ON SHEET A-9 SHOWS CONSTRUCTION DETAIL FOR ROOF HATCH AND LADDER. BUT. SHEET A-1.0. THE FLOOR PLANS AND ROOF PLANS. STILL DO NOT SHOW WHERE IT IS TO BE INSTALLED. PLEASE CORRECT. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 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. Carlsbad 09O599 July 21, 2009 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 PEDESTRIAN RAMPS 10. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2. Where a ramp serves as the only exit discharge path and serves an occupant load of 300 or more, the minimum clear width shall be 60 inches. SHEETS C-1.0 AND A-1.01 AND A-1.02 STILL HAVE THE INCORRECT (CONFLICTING) DIMENSIONS ON THEM. 16. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. NO RESPONSE WAS PROVIDED FOR THIS. • SINGLE ACCOMMODATION FACILITIES 21. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: a) >60" diameter. b) A T-shaped space as shown in Figure 11B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. THIS PROBLEM STILL OCCURS. 22. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. THIS PROBLEM STILL OCCURS. END OF DOCUMENT EsGil Corporation In (Partnership with government for <BuiC(fing Safety DATE: June 22, 20O9 OAPPJJCANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 090599 SET: IV PROJECT ADDRESS: 2780 Carlsbad Blvd. PROJECT NAME: Guayole's Grill at the Blvd. Restaurant addition & TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. X] The applicant's copy of the check list has been sent to: Sachin Parlikar 1495 Clearview Way, San Marcos, CA 92078 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sachin Parlikar Telephone #: (760) 685-1807 Date contacted ^ZH'O? (by: P- ) Fax #: (760) 591-9399 Mail Telephone .^ Fax In Person -^ REMARKS: By: Kurt Culver Enclosures: EsGil Corporation [X] GA D MB D EJ D PC 6/15/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 090599 June 22, 20O9 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 278O Carlsbad Blvd. PLAN CHECK NO.: O9O599 SET: IV DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/15/09 REVIEWED BY: Kurt Culver DATE RECHECK COMPLETED: June 22, 2O09 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. 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 on the plans. Have changes been made not resulting from this list? OYes QNo Carlsbad O9O599 June 22, 2OO9 I. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 3. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. This correction will bo recheckod at Final Submittal. THE ARCHITECTURAL SHEETS MUST BE SIGNED BY A LICENSED ARCHITECT OR ENGINEER. II. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. The following specific area(s) should be addressed: a} North Side exterior wall . • Where on the plans does it show how the new exterior wall (north side) will be constructed to achieve a one-hour rating? 12. Exterior walls shall have a 30 inch parapet when they are required to be fire-resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 704.11). The uppermost 18" of such parapets shall be noncombustible. • The plans don't show the required 30" parapet along the new north wall.. 13. Combustible projections located where openings are required to be protected (or where openings are prohibited) shall be heavy timber or 1 'hour firo-resistance-rated construction. For most buildings, this applies to projections within 5' of the lot line in nonsprinklered buildings, and 3' for sprinklered buildings. Section 704.2.3. • The sheet index on C-1.0 refers to sheet A3.0 for the roof plan, but no such sheet occurs in the plans. Carlsbad O9O599 June 22, 2OO9 15. Provide details on the plans for the fire resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). a) In California, Section 704.5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings by requiring exterior walls to be rated for exposure to fire from both sides, regardless of fire separation distance. • Detail 4/A10.0 was referenced in the response to this item, but where on the floor plans is that detail referenced? 20. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. • No written response was provided for this correction. Original correction is still applicable. 23. Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. Please show it at the new Mansard. I still cannot locate the attic access panels on the plans. 28. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.2 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. General comment: There are many, many notes that were added to the plans in blue ink. Make sure that these notes are on the final plans. 32. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. SEE THE ENCLOSED LIST FOR REMAINING ITEMS. 33. If a room addition is less than 500 sq. ft. in area and only one story, then a soils report is not required. The maximum allowable soil bearing value used in any design must be 1000 psf forth is excoption. CITY POLICY. WE WILL VERIFY WITH THE CITY THAT THEY HAVE WAIVED THE REQUIREMENT FOR A SOILS REPORT. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. Carlsbad O90599 June 22, 2009 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek D. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. TO DATE NO RESPONSES TO THE CORRECTION ITEMS HAVE BEEN PROVIDED IN THE RECHECK PACKAGES. PLEASE PROVIDE RESPONSE LIST. THE STATE LICENSE NUMBER AND TYPE OF LICENSE OF THE PERSON SIGNING THE ARCHITECTURAL, PLUMBING AND MECHANICAL DRAWINGS IS NOT SHOWN. ALSO, THE NORTH ELEVATION OF THE BUILDING, SHOWING THE NEW NORTH BUILDING WALLS IS NOT PROVIDED IN THE PLAN PACKAGE. The latest plan packages are incomplete. Many of the plan sheets are missing (no elevation sheets and no structure drawings provided). Most of the plan sheets are not signed and sealed by the licensed designers. A complete review of the plans will be done when complete corrected plans signed and sealed by the licensed designers are provided. 73. THE STATE LICENSE NUMBER AND TYPE OF LICENSE OF THE PERSON SIGNING THE ARCHITECTURAL, PLUMBING AND MECHANICAL DRAWINGS IS NOT SHOWN. Only the electrical drawings arc signed and sealed. The final set of corrected drawings to be roviowed for signing and scaling just before the permits aro to bo issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 74. THE CODES DATA SHOWN ON SHEET PC-1.0 HAS NOT BEEN CORRECTED. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: A) THE 2007 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2006 INTERNATIONAL BUILDING CODE (IBC) AND THE 2007 CALIFORNIA AMENDMENTS. (NOT "CALIFORNIA BUILDING CODE. 2005 EDITION (TITLE 24)" AS NOTED ON SHEET C-1.0 AT THE BOTTOM OF THE LIST.) B) THE 2007 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEO ADOPTS THE 2005 NATIONAL ELECTRICAL CODE (NEC) AND THE 2007 CALIFORNIA AMENDMENTS. (NOT NATIONAL ELECTRICAL CODE. 2004 EDITION). C) THE 2007 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC) ADOPTS THE 2006 UNIFORM MECHANICAL CODE (UMC) AND THE 2007 CALIFORNIA AMENDMENTS. (NOT UNIFORM MECHANICAL CODE. 2006 EDITION). D) THE 2007 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC) ADOPTS THE 2006 UNIFORM PLUMBING CODE (UPC) AND THE 2007 CALIFORNIA AMENDMENTS. (NOT UNIFORM PLUMBING CODE. 2006 EDITION). F) THE 2007 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. NOT SHOWN? Carlsbad O9O599 June 22, 2OO9 76. The City Building Official to review evidence of Health Department approval (for restaurants). 77. THE FLOOR PLANS DO NOT DETAIL WHERE EACH DETAIL ON SHEET A-10.0 IS USED. For mechanical plan check, include the architectural design detailing the following: IBC716.5. A) Fire Walls B) Fire Barriers C) Shaft Enclosures D) Fire Partitions 78. STILL NO RESPONSE PROVIDED. See item # 77 above. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 80. STILL NO RESPONSE PROVIDED. The distance to property line (IBC Table 602) requires compliance with IBC 704.11. Identify, on both the plumbing and mechanical plan sheets, the roof areas that may not have openings. IBC 704.11(4). 82. SHEET A-3 IS MISSING AND THE REQUIED 42 INCH TALL PARAPET WALL AT PROPERTY LINE WALL AT NORTH SIDE OF THE BUILDING AT RESTROOM EXHAUST & KITCHEN HOOD EQUIPMENT IS NOT SHOWN. 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 10 feet of a roof edge or open side of a walking surface..." 83. THE SHEET A-1.0 SHOWS "6060 EXTERIOR OPENING WITH COVER", BUT NO CONSTRUCTION DETAILS OF THE PROPOSED 'COVER'. THE 'COVER STILL SEEMS TO ENCLOSE THE PATIO. The patio sitting area seems to be an enclosed space. "Exterior openings with covers seem to be enclosures. The total enclosed floor area seems to be over 1,100 square feet. Much more than the 534 square feet of conditioned floor area in the energy design package. Please correct. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. As per the International Building Code, Code and Commentary book: "Heating facilities are required for comfort in all new construction. The systems may be either active (such as forced-air furnace) or passive (such as solar systems), as long as the specified performance is achieved. ... The exception recognizes that not all interior spaces are associated with human comfort by the nature of their uses, such as commercial cooler or freezer. These and similar spaces would not require heating systems." Carlsbad O90599 June 22, 2009 PLUMBING (2006 UNIFORM PLUMBING CODE) 85. PLEASE PROVIDE THE SITE WATER LINE PLANS SHOWING THE PROPOSED NEW 1 INCH MINIMUM PUBLIC WATER METER AND THE NEW 11/2 INCH WATER MAIN FROM THE PUBLIC WATER METER TO THE BUILDING. AS PER THE WATER LINE SIZING CALCULATIONS. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 87. STILL NO RESPONSE PROVIDED AND THE PLANS DO NOT SHOW THE REQUESTED DATA. Not address on the plans? Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 90. NO SHEET P-3.0 PROVIDED AND THE SHEET P-2.0 DOES NOT SHOW THE SEDIMENT TRAPS? Not address on the plans? Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 91. THE RESPONSE PROVIDED STATES ONE MALE WATER CLOSET AND ONE MALE URINAL IS REQUIRED. BUT PLANS SHOW NO URINAL. ALSO. AS PER FOOTNOTE #14 IN CPC. TABLE 4-1 THE MINIMUM NUMBER OF FEMALE WATER CLOSETS MUST NOT BE LESS THAN THE TOTAL REQUIRED NUMBER OF MALE WATER CLOSET AND MALE URINALS. SO TWO FEMALE WATER CLOSETS ARE REQUIRED AND ONLY ONE PROVIDED. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 92. CORRECT THE WATER LINE SIZING CALCULATION ON SHEET P-2.0. Correct the water line sizing calculations on sheet P-1.0: A) SEE ITEM #85 ABOVE. Please provide a site plumbing plan clearly showing the location of the public water meter, to check the developed pipe length to be used in the water line sizing calculations. B) ALSO. SHOW ALL WATER DEMANDS ON THE PUBLIC WATER METER INCLUDING THE SURF SHOP WATER DEMANDS. Not corrected? Show the type of water closets and correct the fixture units as a assembly use for the restaurant. C) PLEASE PROVIDE HOT WATER LINE SIZING CALCULATIONS SHOWING MAXIMUM VELOCITY OF 5 FEET PER SECOND. D) THE MAXIMUM GPM VALUES SHOWN FOR EACH PIPE SIZE SEEM TO BE TOO LARGE FOR THE MAXIMUM ALLOWED FRICTION LOSS PER 100 FEET AND THE MAXIMUM ALLOWED VELOCITIES. USING CPC. CHART A~4. E) A complete review of the water line sizing will be done when the complete corrected water line plans and calculations are provided. Carlsbad 09O599 June 22, 2OO9 95. THE WATER LINE PLANS DO NOT SHOW THE LOCATIONS OF THE TEMPERING VALVES FOR EACH LAVATORY AS PER NOTE #12 ON SHEET P-2.0. PLEASE DETAIL THE HOT WATER AND COLD WATER INPUTS AND THE TEMPERED WATER OUTPUT TO THE LAVATORY HOT WATER CONNECTION. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 &UPC414. 98. STILL NO RESPONSE PROVIDED. Not address on the plans? All water closet seats, except those within dwelling units, shall be of the open front type or have an automatic seat cover dispenser, as per UPC, Section 408.2.2. 99. THE FOLLOWING ARE STILL NOT SHOWN ON THE DRAWINGS. The following are still not address on the plans and no response provided? Provide the following information concerning the water heater: C) THE FLOOR PLANS DO NOT SHOW THE DRAIN LINE FROM THE P & T VALVES TO THE EXTERIOR. NOTE. THE DRAIN LINE MAY NOT OPEN THROUGH THE FIRE RATED PROPERTY LINE WALL. Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 F) THE DRAWINGS DO NOT SHOW THE FLUE FROM THE TOP OF THE WATER HEATER UP THROUGH THE ROOF. INCLUDING OFFSET. SLOPES AND TERMINATION LOCATION. Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 G) THE DRAWINGS DO NOT SHOW THE EXPANSION TANK. An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 100. THE DRAWING DO NOT SHOW THE SIZES AND LOCATIONS OF THE ROOF DRAINS AND DOES NOT SHOW THE SIZES. SLOPES AND ROUTES OF THE RAINWATER PIPING FROM EACH ROOF DRAIN. Not address on the plans and no response provided? Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 101. THERE ARE TWO DIFFERENT SHEET M-1 SHEETS. BOTH SEEM TO SHOW ROOF PLANS AND DO NOT SHOW THE DUCTING SYSTEMS AND THE FLOOR PLANS AND THE SPACE HEATER SYSTEM. PLEASE PROVIDE THE COMPLETE MECHANICAL PLANS. Shoot M 1.0 is MECHANICAL DRAWINGS ARE incomplete as a mechanical plan. A complete mechanical plan review will be done when complete mechanical drawings and calculations are provided. Carlsbad 090599 June 22, 2009 102. THERE ARE TWO DIFFERENT SHEET M-1 SHEETS. BOTH SEEM TO SHOW ROOF PLANS AND DO NOT SHOW THE DUCTING SYSTEMS AND THE FLOOR PLANS AND THE SPACE HEATER SYSTEM. PLEASE PROVIDE THE COMPLETE MECHANICAL PLANS. DRAWINGS HAVE NOT BEEN CORRECTED. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 104. STILL NO RESPONSE PROVIDED. NO MECHANICAL FLOOR PLANS PROVIDED? A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II C) PLANS SHOW MORE EXHAUST THAN MAKE-UP AIR AND NOT CALCULATIONS FOR NEGATIVE PRESSURE LEVELS IN THE COOKING AREA. Show the required replacement air for each kitchen hood. Include an air balance schedule. UMC 511.3 Please correct and provide calculations to show replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. E) NOT PROVIDED? Provide grease duct air velocity calculations. (Maximum 2,500 fpm)UMC511.2. F) THE PLANS DO NOT INCLUDE THE ICC LISTING DATA FOR THE PROPOSED FIRE RATED GREASE DUCT WRAP. CALLED OUT IN DETAIL 18 ON SHEET A-9. PLEASE CORRECT. Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 I) NOT PROVIDED? Detail the kitchen hood duct termination clearances as per UMC 510.8. J) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 105. DETAIL 20 ON SHEET A-9 SHOWS CONSTRUCTION DETAIL FOR ROOF HATCH AND LADDER. BUT. THE FLOOR PLANS AND ROOF PLANS DO NOT SHOW WHERE IT IS TO BE INSTALLED. PLEASE CORRECT. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 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. Carlsbad O9O599 June 22, 2009 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • SITE PLAN REQUIREMENTS 2. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B.1. Please include the accessible routes of travel on the plans, by lines or arrows, including the slope of the routes. The route of travel shown on the Site Plan is indicating that the disabled person will have to wheel in tho back side of other parking spaces. Show on the site plan that accessible parking space(s) are to be located such that disabled persons are not compelled to wheel or walk behind parked cars other than their own, per Section 1129B.3.3. THE PARKING STALL MUST BE AT LEAST 9' WIDE. • PEDESTRIAN RAMPS 10. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2. Where a ramp serves as tho only exit discharge path and servos an occupant load of 300 or more, the minimum clear width shall be 60 inches. Tho plans are showing 3'-9". SHEETS C-1.0 AND A-1.0 STILL HAVE THE INCORRECT DIMENSIONS ON THEM. 16. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. • SINGLE ACCOMMODATION FACILITIES 21. Show a sufficient space in tho toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: a) >60" diamotor. b) A T shaped space as shown in Figure 11B-12(a) and (b). e) Doors are not pormitted to encroach into this space by more than-42 Inches. THIS PROBLEM STILL OCCURS. 22. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. THIS PROBLEM STILL OCCURS. END OF DOCUMENT EsGil Corporation In (Partnership •with (government for (Building Safety DATE: June 8, 2OO9 a APPLICANT JURISDICTION: Carlsbad a FILE PLAN CHECK NO.: 090599 SET: HI PROJECT ADDRESS: 2780 Carlsbad Blvd. PROJECT NAME: Guayole's Grill at the Blvd. Restaurant addition & TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sachin Parlikar 1495 Clearview Way, San Marcos, CA 92078 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: Sachln Parlikar Telephone #: (760) 685-1807 Date contacted: (j[^(0°l (by^-^5) Fax #: (760) 591-9399 Maili/Telephone Fax >lfi Person REMARKS: By: Kurt Culver Enclosures: EsGil Corporation EX] GA D MB D EJ D PC 6/1/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 090599 June 8, 2009 RECHECK CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 278O Carlsbad Blvd. PLAN CHECK NO.: 090599 SET: III DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/1/09 REVIEWED BY: Kurt Culver DATE RECHECK COMPLETED: June 8, 2009 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Building Code, Plumbing Code, Mechanical Code, Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. 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 on the plans. Have changes been made not resulting from this list? QYes UNo Carlsbad 09O599 June 8, 2009 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 3. All shoots of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. This correction will bo rochocked at Final Submittal. THE ARCHITECTURAL SHEETS (AND THE MEP SHEETS) MUST BE SIGNED BY A LICENSED ARCHITECT OR ENGINEER. PLEASE NOTE: WE DID NOT RECEIVE ANY TYPE OF WRITTEN RESPONSE TO THE ARCHITECTURAL CORRECTIONS, NOR THE MEP CORRECTIONS. NEXT TIME, PLEASE PROVIDE A WRITTEN RESPONSE TO EACH ITEM. AND BE VERY SPECIFIC WHEN ANSWERING THESE ITEMS. 4. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Sec. A106.1.1. The correction response provided for this correction reads: "SEE A-1.0 WALL LEGEND", however, there was no "WALL LEGEND" provided on sheet A-1.0. Original correction is still applicable. Carlsbad O9O599 June 8, 20O9 5. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Section 3406. Please provide complete details to show the building will comply, a) When performing an allowable floor area analysis for the entire building, do not use the "separated uses" option from Section 508, unless it can be shown that all existing tenants are separated from each other by the required fire barriers. 7. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Floor Area. Please clearly show all appropriate dimensions and defined the areas for dining, kitchen and bathrooms. Plans are very unclear. Identify existing walls to be removed, existing walls to remain and proposed new walls. 11. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. The following specific area(s) should be addressed: a) North Side exterior wall . b) In California, Section 704.5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings by requiring exterior walls to be rated for exposure to fire from both sides, when such walls are required to be fire rated per Tables 601 and 602. • No written response was provided for this correction. Original correction is still applicable. 12. Exterior walls shall have a 30 inch parapet when they are required to be fire-resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 704.11). The uppermost 18" of such parapets shall be noncombustible. • No written response was provided for this correction. Original correction is still applicable. 13. Combustible projections located where openings are required to be protected (or where openings are prohibited) shall be heavy timber or 1-hour fire-resistance-rated construction. For most buildings, this applies to projections within 5' of the lot line in nonsprinklered buildings, and 3' for sprinklered buildings. Section 704.2.3. • No written response was provided for this correction. Original correction is still applicable. Carlsbad 090599 June 8, 2009 14. Projections shall not extend beyond the distance determined by the following two methods, whichever results in the lesser protection (Section 704.2): a) More than 12 inches into areas where openings are prohibited. b) A point one-third the distance to the property line from an assumed vertical plane located where protected openings are required in accordance with Section 704.8. c) For most buildings, this will prohibit projections within 40" of the lot line in nonsprinklered buildings, and 24" for sprinklered buildings. • No written response was provided for this correction. Original correction is still applicable. 15. Provide details on the plans for the fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). a) In California, Section 704.5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings by requiring exterior walls to be rated for exposure to fire from both sides, regardless of fire separation distance. • No written response was provided for this correction. Original correction is still applicable. 16. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 712.3.2. • No written response was provided for this correction. Original correction is still applicable. 17. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in IBC Section 712." Please revise the plans to show the correct information at the General Note # 12on sheet A-1.0. 20. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. • No written response was provided for this correction. Original correction is still applicable. 21. Show the sizes/locations of roof drains and overflows. Size drains per IBC Section 1503.4 and CPC Section 1105. Please include on the plans a complete construction detail, with the specifications, size and dimensions, as well as, cross-reference from details to plans. Also include all the plan changes on the originals, rather than over the copies. Carlsbad O9O599 June 8, 2009 23. Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. Please show it at the new Mansard. 26. Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 1008.1.5. Clearly show it on plans for the doors located on the South Side of the Sitting Area. 27. Specify on the window schedule the glass type and thickness to show compliance with Section 2404. 28. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.2 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Not shown on plans. Original correction is still applicable. 29. Please revise the plans to include the Building Sections on sheet A-5.0. The Sections AA and BB were not shown on the plans provided. Section A106.1.1. • No written response was provided for this correction. Original correction is still applicable. 30. Please clarify the use of the adjacent tenant. The Plumbing Calculations provided on sheet P-1.0 are showing "Raw skin Surf n sports". Please clarify. • No written response was provided for this correction. Original correction is still applicable. 31. Guards (Section 1013): a) Shall have a height of 42". This includes the open side of a stair. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Note: In California, the IBC provision for an 8" sphere (above 34") was removed from the code for all occupancies. • No written response was provided for this correction. Original correction is still applicable. 32. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. Carlsbad O9O599 June 8, 2009 33. If a room addition is less than 500 sq. ft. in area and only one story, then a soils report is not required. The maximum allowable soil bearing value used in any design must be 1000 psf for this exception. CITY POLICY. 35. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1803.3. • No written response was provided for this correction. Original correction is still applicable. 40. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be placed so as to provide cross ventilation of under-floor space. IBC, Section 1203.3. • No written response was provided for this correction. Original correction is still applicable. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. Carlsbad O90599 June 8, 2OO9 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek D. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. TO DATE NO RESPONSES TO THE CORRECTION ITEMS HAVE BEEN PROVIDED IN THE RECHECK PACKAGES. PLEASE PROVIDE RESPONSE LIST. THE STATE LICENSE NUMBER AND TYPE OF LICENSE OF THE PERSON SIGNING THE ARCHITECTURAL, PLUMBING AND MECHANICAL DRAWINGS IS NOT SHOWN. ALSO, THE NORTH ELEVATION OF THE BUILDING, SHOWING THE NEW NORTH BUILDING WALLS IS NOT PROVIDED IN THE PLAN PACKAGE. The latest plan packages are incomplete. Many of the plan sheets are missing (no elevation sheets and no structure drawings provided). Most of the plan sheets are not signed and sealed by the licensed designers. A complete review of the plans will be done when complete corrected plans signed and sealed by the licensed designers are provided. 73. THE STATE LICENSE NUMBER AND TYPE OF LICENSE OF THE PERSON SIGNING THE ARCHITECTURAL, PLUMBING AND MECHANICAL DRAWINGS IS NOT SHOWN. Only the electrical drawings are signed and sealed. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 74. CORRECT THE CODES SHOWN ON SHEET PC-1.0. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: A) The 2007 edition of the California Building Code (CBC) adopts the 2006 International Building Code (IBC) and the 2007 California Amendments. Not "California Building Code, 2005 edition (Title 24)" as noted on sheet C-1.0. B) The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. C) The 2007 edition of the California Mechanical Code (CMC) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. D) The 2007 edition of the California Plumbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) and the 2007 California Amendments. E) The 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments. F) The 2007 edition of the California Energy Efficiency Standards. Carlsbad O9O599 June 8, 2OO9 75. PLEASE CORRECT THE GENERAL NOTE # 10 ON SHEET C-1.0 TO USE THE CORRECT CHAPTER OF THE BUILDING CODE. Please correct the General Notes #10 and 11 on sheet C-1.0. The drawings provided show the incorrect Codes were used in the proposed designs. Please correct. A complete plan review will be done when the project is redesigned using the correct Codes. 76. NO RESPONSE PROVIDED. The City Building Official to review evidence of Health Department approval (for restaurants). 77. NO RESPONSE PROVIDED. Not shown on sheets M1, M2, M3, P1, P2, & P3 as required in the responses? This will be reviewed when complete signed arid sealed architectural drawing are provided. For mechanical plan check, include the architectural design detailing the following: IBC 716.5. A) Fire Walls B) Fire Barriers C) Shaft Enclosures D) Fire Partitions If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. 78. NO RESPONSE PROVIDED. See item # 77 above. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 80. NO RESPONSE PROVIDED. This will be reviewed when complete signed and sealed architectural drawing are provided. The distance to property line (IBC Table 602) requires compliance with IBC 704.11. Identify, on both the plumbing and mechanical plan sheets, the roof areas that may not have openings. IBC 704.11(4). 81. NO RESPONSE PROVIDED. This will be reviewed when complete signed and sealed architectural drawing are provided. Mechanical duct openings in exterior walls "required to have protected openings" (Table 602) require compliance with IBC 716. Revise the duct locations or provide damper protection (if allowed). 82. NO RESPONSE PROVIDED. This will be reviewed when complete signed and sealed architectural drawing are provided. 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 10 feet of a roof edge or open side of a walking surface..." Carlsbad O90599 June 8, 2009 83. NO RESPONSE PROVIDED. This will be reviewed when complete signed and sealed architectural drawings are provided. The patio sitting area seems to be an enclosed space. "Exterior openings with covers seem to be enclosures. The total enclosed floor area seems to be over 1,100 square feet. Much more than the 534 square feet of conditioned floor area in the energy design package. Please correct. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space- heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. As per the International Building Code, Code and Commentary book: "Heating facilities are required for comfort in all new construction. The systems may be either active (such as forced-air furnace) or passive (such as solar systems), as long as the specified performance is achieved. ... The exception recognizes that not all interior spaces are associated with human comfort by the nature of their uses, such as commercial cooler or freezer. These and similar spaces would not require heating systems." PLUMBING (2006 UNIFORM PLUMBING CODE) 84. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. A complete review of the plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Sheet P-1.0 is not clear readable plumbing plans. Please obtain help from a state licensed designer, (licensed plumbing contractor doing the work, licensed mechanical engineer, licensed civil engineer, or licensed architect.) A complete plumbing review will be done when complete plumbing plans and calculations are provided. 85. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. SITE PLANS ON SHEETS C-1.0 AND P-1.0 AND FLOOR PLANS ON SHEET P-2.0 DO NOT AGREE. No site plumbing plan provided and plumbing floor plans seems to show the public water meter on private property without the required public water easement. A complete review of the plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 86. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. SITE PLANS ON SHEETS C-1.0 AND P-1.0 AND FLOOR PLANS ON SHEET P-2.0 DO NOT AGREE. No site plumbing plan provided. A complete review of the plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility of the City Building Department, and under the Carlsbad O9O599 June 8, 2OO9 Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 87. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. Not address on the plans? Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 89. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. As per CPC, Table 12-7 most all the gas lines are undersized for the gas demands and developed lengths shown. Please correct. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. Please provide riser or isometric gas line plans. 90. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. Not address on the plans? Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 91. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. No calculations found? Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 92. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Correct the water line sizing calculations on sheet P-1.0: A) SEE ITEM #85 ABOVE. No site plumbing plan provided? Please provide a site plumbing plan clearly showing the location of the public water meter, to check the developed pipe length to be used in the water line sizing calculations. B) ALSO, SHOW ALL WATER DEMANDS ON THE PUBLIC WATER METER INCLUDING THE SURF SHOP WATER DEMANDS. Not corrected? Show the type of water closets and correct the fixture units as a assembly use for the restaurant. C) SHOW ALL WATER DEMANDS ON THE PUBLIC WATER METER INCLUDING THE SURF SHOP WATER DEMANDS. Not corrected? Use CPC, Chart A-1 for the water pressure loss at the water meter. D) SHOW ALL WATER DEMANDS ON THE PUBLIC WATER METER INCLUDING THE SURF SHOP WATER DEMANDS. No data provided? The water line sizing calculations shows only 15 psi is maximum required water pressure by all plumbing fixtures. Please provide data on all existing and new fixtures to show a higher pressure is not required. Check the water closets, water heaters, urinals, and temperature limiting valves. Carlsbad 09O599 June 8, 2OO9 E) NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. A complete review of the water line sizing will be done when the complete corrected water line plans and calculations are provided. 93. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. Not address on the plans? New or relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush, UPC, Sections 402.1 & 402.2; and shall meet performance standards, established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). 94. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. Not address on the plans? New or relocated urinals and associated flushometer valves, if any, shall use no more than one gallon per flush, UPC, Section 402.1 & 402.3; and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). 95. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. Not address on the plans? Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 97. DRAWINGS HAVE NOT BEEN CORRECTED. NO RESPONSE PROVIDED. NO STATE LICENSED PLUMBING DESIGNER. The vent just upstream of the grease interceptor may not be connected into the vent piping for just downstream of the grease interceptor. Also, the floor drain vent and the floor sink vent must extent up to at least 6 inches above the floor level before being connected together. Please correct. 98. NO RESPONSE PROVIDED. Not address on the plans? All water closet seats, except those within dwelling units, shall be of the open front type or have an automatic seat cover dispenser, as per UPC, Section 408.2.2. 99. NO RESPONSE PROVIDED. The following are still not address on the plans and no response provided? Provide the following information concerning the water heater: B) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 C) Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 E) Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 F) Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 G) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 Carlsbad 090599 June 8, 2009 100. NO RESPONSE PROVIDED. Not address on the plans and no response provided? Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 101. DRAWINGS HAVE NOT BEEN CORRECTED. NO RESPONSE PROVIDED. NO STATE LICENSED MECHANICAL DESIGNER. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Sheet M-1.0 is MECHANICAL DRAWINGS ARE incomplete as a mechanical plan. A complete mechanical plan review will be done when complete mechanical drawings and calculations are provided. 102. DRAWINGS HAVE NOT BEEN CORRECTED. NO RESPONSE PROVIDED. NO STATE LICENSED MECHANICAL DESIGNER. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 103. NO RESPONSE PROVIDED. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 104. NO RESPONSE PROVIDED. NO MECHANICAL FLOOR PLANS PROVIDED? A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II A) Provide the UL listing card showing the exhaust sizing requirements used for the hoods. B) Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 C) Show the required replacement air for each kitchen hood. Include an air balance schedule. UMC 511.3 Please correct and provide calculations to show replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. D) Clearly show the material used to construct the hood and exhaust duct. UMC Section 508.1.1 E) Provide grease duct air velocity calculations. (Maximum 2,500 fpm) UMC 511.2. F) Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 Carlsbad O9O599 June 8, 2OO9 G) The duct routing shall be as direct as practical to the exterior of the building. UMC 510.1.2 H) Show the required cleanouts for the grease duct as per UMC, Section 510.3. I) Detail the kitchen hood duct termination clearances as per UMC 510.8. J) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 105. DRAWINGS HAVE NOT BEEN CORRECTED. NO RESPONSE PROVIDED. Not address on the plans and no response provided? Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 108. DRAWINGS HAVE NOT BEEN CORRECTED. NO RESPONSE PROVIDED. Not address on the plans and no response provided? Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7 109. NO RESPONSE PROVIDED. Not address on the plans and no response provided? Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. UMC 515.0. 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. Carlsbad 09O599 June 8, 2009 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, 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. • SITE PLAN REQUIREMENTS 2. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B.1. Please include the accessible routes of travel on the plans, by lines or arrows, including the slope of the routes. The route of travel shown on the Site Plan is indicating that the disabled person will have to wheel in the back side of other parking spaces. Show on the site plan that accessible parking space(s) are to be located such that disabled persons are not compelled to wheel or walk behind parked cars other than their own, per Section 1129B.3.3. • PEDESTRIAN RAMPS • Provide complete construction drawings for the accessible pedestrian ramp shown on the South Side. • PLEASE PROVIDE COMPLETE CONSTRICTION DETAILS FOR THE PEDESTRIAN RAMP, INCLUDING THE ACTUAL DIMENSIONS FOR ALL APPLICABLE REQUIRED LANDINGS, WIDTH, SLOPES, HANDRAILS, ETC. ADDITIONAL CORRECTIONS MAY FOLLOW. 8. The allowable cross slope at pedestrian ramps shall be < 1:50 per ft (2%), per Section 1133B.5.3.1. Carlsbad O9O599 June 8, 2O09 10. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2. Where a ramp serves as the only exit discharge path and serves an occupant load of 300 or more, the minimum clear width shall be 60 inches. The plans are showing 3'-9". 12. Revise plans to show the minimum required depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 1003.3.4.4. 13. Show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1133B.5.5. 14. Show that handrails are >1%" but <1%" in any cross sectional dimension. Additionally, show that the handrails are placed a >11/2" from any wall, per Section 1133B.5.5. 15. Show or note that handrails meet the following requirements, per Section 1133B.5.5: a) Are continuous. b) Are to be located >34" but <38" above the ramp surface. c) Extend >12" beyond both the top and bottom landings. d) Ends are to be returned. 16. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. Carlsbad O9O599 June 8, 20O9 Df GIJCtfiALOETAI. FIG JRE {16-27--=?AMPS Af*D SIDEWALKS 17. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 1133B.5.5.1 (i.e., no stucco). . SANITARY FACILITIES 20. Show that passageways leading to sanitary facilities have required clear access widths, per Section 1115B.5. Show that all doorways have: c) All strike edge clearance dimensions are required to be met (i.e. 18" strike edge distance). • SINGLE ACCOMMODATION FACILITIES 21. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: a) >60" diameter. b) A T-shaped space as shown in Figure 11 B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. 22. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. Carlsbad 090599 June 8, 2OO9 • RESTROOM FIXTURES AND ACCESSORIES 23. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) >30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. Please include the real dimensions on the plans. Typical details are not adequate since they are not matching the real field dimensions and arrangement. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. Please include the real dimensions on the plans. Typical details are not adequate since they are not matching the real field dimensions and arrangement. • SIGNAGE 26. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." b) Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT RAMP DOWN." 27. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 28. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. • COUNTERS AND TABLES 29. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1. 30. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. Carlsbad 090599 June 8, 2009 • MISCELLANEOUS 31. Show that dining, banquet and bar facilities are accessible, per Section 1104B.5, as follows: a) Access is provided at primary entrances and exits as required by Section 1133B.1.1. 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 >1 space per functional area. c) Access to these seats shall be by main aisles >36" in clear width. d) Accessible seats are integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. e) Food service aisles shall be a >36" clear width, with a preferred width of 42", where passage of stopped wheelchairs by pedestrians is desired. f) Restrooms shall be accessible. g) Access to food preparation areas comply with the provisions for entrance doors and doorways, and aisles. 32. IBC Section 1013.3 was modified by DSA-AC to prohibit the 8" sphere provision allowed for the upper portions of guardrails. END OF DOCUMENT EsGil Corporation In (partnership with government for (RuiUing Safety DATE: May 12, 2009 " JURIS. JURISDICTION: Carlsbad 3~~PDtffREVIEWER a FILE PLAN CHECK NO.: 090599 SET: II PROJECT ADDRESS: 2780 Carlsbad Blvd. PROJECT NAME: Guayole's Grill at the Blvd. Restaurant addition & TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. A] The applicant's copy of the check list has been sent to: Sachin Parlikar 1495 Clearview Way, San Marcos, CA 92078 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: Sachin Parlikar Telephone #: (760) 685-1807 Date contacted: S/r2-/o? (by: I*-) Fax #: (760) 591-9399 Mail ^Telephone Fax•^ In Person REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation [x] GA D MB IE! EJ D PC 05/06/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 090599 May 12, 2O09 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California. There are some inconsistencies, for example in GOVERNING CODES, the plans are showing CBC 2005, the GENERAL NOTES 10 and 11 are showing Chapter 9 and 8 of the UBC, etc. 3. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. This correction will be rechecked at Final Submittal. 4. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Sec. A106.1.1. The correction response provided for this correction reads: "SEE A-1.0 WALL LEGEND", however, there was no "WALL LEGEND" provided on sheet A-1.0. Original correction is still applicable. 5. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Section 3406. Please provide complete details to show the building will comply. a) When performing an allowable floor area analysis for the entire building, do not use the "separated uses" option from Section 508, unless it can be shown that all existing tenants are separated from each other by the required fire barriers. 7. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: • Floor Area. Please clearly show all appropriate dimensions and defined the areas for dining, kitchen and bathrooms. Plans are very unclear. Identify existing walls to be removed, existing walls to remain and proposed new walls. Carlsbad O9O599 May 12, 2009 8. Provide the following information in the Site Plan provided on sheet C-1.0. Sec. A106.1.1. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. • Please clarify if the setback distance for the North Side is 3'-0" or 2'-0". The numbers are not clear. All plan revisions shall be made on the original plans rather than inked over the copies. • Please show on plans the distance between the proposed building and the existing storage shed. c) Please clearly identify on the plans all property lines. • Please clearly identify the property lines between the proposed building and the existing building on the South Side. Are these property lines assumed property lines or real property lines. 11. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. The following specific area(s) should be addressed: a) North Side exterior wall . b) In California, Section 704.5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings by requiring exterior walls to be rated for exposure to fire from both sides, when such walls are required to be fire rated per Tables 601 and 602. • No written response was provided for this correction. Original correction is still applicable. 12. Exterior walls shall have a 30 inch parapet when they are required to be fire-resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 704.11). The uppermost 18" of such parapets shall be noncombustible. • No written response was provided for this correction. Original correction is still applicable. 13. Combustible projections located where openings are required to be protected (or where openings are prohibited) shall be heavy timber or 1-hour fire-resistance-rated construction. For most buildings, this applies to projections within 5' of the lot line in nonsprinklered buildings, and 3' for sprinklered buildings. Section 704.2.3. • No written response was provided for this correction. Original correction is still applicable. Carlsbad O9O599 May 12, 2009 14. Projections shall not extend beyond the distance determined by the following two methods, whichever results in the lesser protection (Section 704.2): a) More than 12 inches into areas where openings are prohibited. b) A point one-third the distance to the property line from an assumed vertical plane located where protected openings are required in accordance with Section 704.8. c) For most buildings, this will prohibit projections within 40" of the lot line in nonsprinklered buildings, and 24" for sprinklered buildings. • No written response was provided for this correction. Original correction is still applicable. 15. Provide details on the plans for the fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). a) In California, Section 704,5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings by requiring exterior walls to be rated for exposure to fire from both sides, regardless of fire separation distance. • No written response was provided for this correction. Original correction is still applicable. 16. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 712.3.2. • No written response was provided for this correction. Original correction is still applicable. 17. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in IBC Section 712." Please revise the plans to show the correct information at the General Note # 12on sheet A-1.0. 20. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. • No written response was provided for this correction. Original correction is still applicable. 21. Show the sizes/locations of roof drains and overflows. Size drains per IBC Section 1503.4 and CPC Section 1105. Please include on the plans a complete construction detail, with the specifications, size and dimensions, as well as, cross-reference from details to plans. Also include all the plan changes on the originals, rather than over the copies. Carlsbad O9O599 May 12, 2O09 49. Shear panel Q is adequate for 870 plf, however, the structural design calculations have a require demand of 932.4 plf for this at grid line 1. Please revise the calculations to match the required shear capacity. • No written response was provided for this correction. Original correction is still applicable. 50. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. • No written response was provided for this correction. Original correction is still applicable. 51. Additional corrections may follow. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek The latest plan packages are incomplete. Many of the plan sheets are missing (no elevation sheets and no structure drawings provided). Most of the plan sheets are not signed and sealed by the licensed designers. A complete review of the plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. 73. Only the electrical drawings are signed and sealed. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 74. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: A) The 2007 edition of the California Building Code (CBC) adopts the 2006 International Building Code (IBC) and the 2007 California Amendments. Not "California Building Code, 2005 edition (Title 24)" as noted on sheet C-1.0. B) The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. C) The 2007 edition of the California Mechanical Code (CMC) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. D) The 2007 edition of the California Plumbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) and the 2007 California Amendments. E) The 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments. F) The 2007 edition of the California Energy Efficiency Standards. Carlsbad O9O599 May 12, 2009 75. Please correct the General Notes #10 and 11 on sheet C-1.0. The drawings provided show the incorrect Codes were used in the proposed designs. Please correct. A complete plan review will be done when the project is redesigned using the correct Codes. 76. The City Building Official to review evidence of Health Department approval (for restaurants). 77. No shown on sheets M1, M2, M3, P1, P2, & P3 as required in the responses? This will be reviewed when complete signed and sealed architectural drawing are provided. For mechanical plan check, include the architectural design detailing the following: IBC716.5. A) Fire Walls B) Fire Barriers C) Shaft Enclosures D) Fire Partitions If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. 78. See item # 77 above. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 80. This will be reviewed when complete signed and sealed architectural drawing are provided. The distance to property line (IBC Table 602) requires compliance with IBC 704.11. Identify, on both the plumbing and mechanical plan sheets, the roof areas that may not have openings. IBC 704.11(4). 81. This will be reviewed when complete signed and sealed architectural drawing are provided. Mechanical duct openings in exterior walls "required to have protected openings" (Table 602) require compliance with IBC 716. Revise the duct locations or provide damper protection (if allowed). 82. This will be reviewed when complete signed and sealed architectural drawing are provided. 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 10 feet of a roof edge or open side of a walking surface..." Carlsbad O90599 May 12, 2O09 83. This will be reviewed when complete signed and sealed architectural drawing are provided. The patio sitting area seem to be an enclosed space. "Exterior openings with covers seem to be enclosures. The total enclosed floor area seems to be over 1,100 square feet. Much more than the 534 square feet of conditioned floor area in the energy design package. Please correct. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. As per the International Building Code, Code and Commentary book: "Heating facilities are required for comfort in all new construction. The systems may be either active (such as forced-air furnace) or passive (such as solar systems), as long as the specified performance is achieved. ... The exception recognizes that not all interior spaces are associated with human comfort by the nature of their uses, such as commercial cooler or freezer. These and similar spaces would not require heating systems." PLUMBING (2006 UNIFORM PLUMBING CODE) 84. A complete review of the plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Sheet P-1.0 is not clear readable plumbing plans. Please obtain help from a state licensed designer, (licensed plumbing contractor doing the work, licensed mechanical engineer, licensed civil engineer, or licensed architect.) A complete plumbing review will be done when complete plumbing plans and calculations are provided. 85. No site plumbing plan provided and plumbing floor plans seems to show the public water meter on private property without the required public water easement. A complete review of the plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 86. No site plumbing plan provided. A complete review of the plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 87. Not address on the plans? Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 Carlsbad 090599 May 12, 2OO9 89. As per CPC, Table 12-7 most all the gas lines are undersized for the gas demands and developed lengths shown. Please correct. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. Please provide riser or isometric gas line plans. 90. Not address on the plans? Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 91. No calculations found? Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 92. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Correct the water line sizing calculations on sheet P-1.0: A) No site plumbing plan provided? Please provide a site plumbing plan clearly showing the location of the public water meter, to check the developed pipe length to be used in the water line sizing calculations. B) Not corrected? Show the type of water closets and correct the fixture units as a assembly use for the restaurant. C) Not corrected? Use CPC, Chart A-1 for the water pressure loss at the water meter. D) No data provided? The water line sizing calculations shows only 15 psi is maximum required water pressure by all plumbing fixtures. Please provide data on all existing and new fixtures to show a higher pressure is not required. Check the water closets, water heaters, urinals, and temperature limiting valves. E) A complete review of the water line sizing will be done when the complete corrected water line plans and calculations are provided. 93. Not address on the plans? New or relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush, UPC, Sections 402.1 & 402.2; and shall meet performance standards, established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). 94. Not address on the plans? New or relocated urinals and associated flushometer valves, if any, shall use no more than one gallon per flush, UPC, Section 402.1 & 402.3; and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). 95. Not address on the plans? Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. Carlsbad 090599 May 12, 2OO9 97. The vent just upstream of the grease interceptor may not be connected into the vent piping for just downstream of the grease interceptor. Also, the floor drain vent and the floor sink vent must extent up to at least 6 inches above the floor level before being connected together. Please correct. 98. Not address on the plans? All water closet seats, except those within dwelling units, shall be of the open front type or have an automatic seat cover dispenser, as per UPC, Section 408.2.2. 99. The following are still not address on the plans and no response provided? Provide the following information concerning the water heater: B) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 C) Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 E) Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 F) Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 G) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 11. Not address on the plans and no response provided? Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 101. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Sheet M-1.0 is incomplete as a mechanical plan. A complete mechanical plan review will be done when complete mechanical drawings and calculations are provided. 102. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 103. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. Carlsbad O9O599 May 12, 2009 104. A complete review of the sizing calculations and plans will be done when the complete corrected plans signed and sealed by the licensed designers are provided. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II A) Provide the UL listing card showing the exhaust sizing requirements used for the hoods. B) Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 C) Show the required replacement air for each kitchen hood. Include an air balance schedule. UMC 511.3 Please correct and provide calculations to show replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. D) Clearly show the material used to construct the hood and exhaust duct. UMC Section 508.1.1 E) Provide grease duct air velocity calculations. (Maximum 2,500 fpm) UMC 511.2. F) Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 G) The duct routing shall be as direct as practical to the exterior of the building. UMC 510.1.2 H) Show the required cleanouts for the grease duct as per UMC, Section 510.3. I) Detail the kitchen hood duct termination clearances as per UMC 510.8. J) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 105. Not address on the plans and no response provided? Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 108. Not address on the plans and no response provided? Provide the exhaust and make- up air design for the occupancy type listed in Table 4.4. UMC 403.7 109. Not address on the plans and no response provided? Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. UMC 515.0. 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. Carlsbad O9O599 May 12, 2009 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, 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. • SITE PLAN REQUIREMENTS 2. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B.1. Please include the accessible routes of travel on the plans, by lines or arrows, including the slope of the routes. The route of travel shown on the Site Plan is indicating that the disabled person will have to wheel in the back side of other parking spaces. Show on the site plan that accessible parking space(s) are to be located such that disabled persons are not compelled to wheel or walk behind parked cars other than their own, per Section 1129B.3.3. • PEDESTRIAN RAMPS • Provide complete construction drawings for the accessible pedestrian ramp shown on the South Side. • PLEASE PROVIDE COMPLETE CONSTRICTION DETAILS FOR THE PEDESTRIAN RAMP, INCLUDING THE ACTUAL DIMENSIONS FOR ALL APPLICABLE REQUIRED LANDINGS, WIDTH, SLOPES, HANDRAILS, ETC. ADDITIONAL CORRECTIONS MAY FOLLOW. 8. The allowable cross slope at pedestrian ramps shall be < 1:50 per ft (2%), per Section 1133B.5.3.1. Carlsbad O90599 May 12, 2009 10. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2. Where a ramp serves as the only exit discharge path and serves an occupant load of 300 or more, the minimum clear width shall be 60 inches. The plans are showing 3'-9". 12. Revise plans to show the minimum required depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 1003.3.4.4. 13. Show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1133B.5.5. 14. Show that handrails are >11/4" but <11/2" in any cross sectional dimension. Additionally, show that the handrails are placed a >11/2n from any wall, per Section 1133B.5.5. 15. Show or note that handrails meet the following requirements, per Section 1133B.5.5: a) Are continuous. b) Are to be located >34" but <38" above the ramp surface. c) Extend >12" beyond both the top and bottom landings. d) Ends are to be returned. 16. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. Carlsbad 090599 May 12, 20O9 -B ^'l'^ r — i GLIDE D€T*1L THESE D:A3^AIS LLJJ-.TRA7E "rECPECIHC REG- =Cf,":ENT3 CF ^HESE F.ES JLATCNS AKO ARE S'ESDED CM.V *S A,"-) AiD FDR 5^-Cri-tG Eii- »J AN: GOSD^UC'lDk FIG JRE 11B-27—LAMP'S AND SiDFWALXS 17. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 1133B.5.5.1 (i.e., no stucco). • SANITARY FACILITIES 20. Show that passageways leading to sanitary facilities have required clear access widths, per Section 1115B.5. Show that all doorways have: c) All strike edge clearance dimensions are required to be met (i.e. 18" strike edge distance). • SINGLE ACCOMMODATION FACILITIES 21. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: a) >60" diameter. b) A T-shaped space as shown in Figure 11B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. 22. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. Carlsbad 090599 May 12, 20O9 • RESTROOM FIXTURES AND ACCESSORIES 23. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) >30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. Please include the real dimensions on the plans. Typical details are not adequate since they are not matching the real field dimensions and arrangement. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. Please include the real dimensions on the plans. Typical details are not adequate since they are not matching the real field dimensions and arrangement. • SIGNAGE 26. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." b) Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT RAMP DOWN." 27. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 28. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. • COUNTERS AND TABLES 29. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1. 30. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. Carlsbad 090599 May 12, 2009 • MISCELLANEOUS 31. Show that dining, banquet and bar facilities are accessible, per Section 1104B.5, as follows: a) Access is provided at primary entrances and exits as required by Section 1133B.1.1. 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 >1 space per functional area. c) Access to these seats shall be by main aisles >36" in clear width. d) Accessible seats are integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. e) Food service aisles shall be a >36" clear width, with a preferred width of 42", where passage of stopped wheelchairs by pedestrians is desired. f) Restrooms shall be accessible. g) Access to food preparation areas comply with the provisions for entrance doors and doorways, and aisles. 32. IBC Section 1013.3 was modified by DSA-AC to prohibit the 8" sphere provision allowed for the upper portions of guardrails. END OF DOCUMENT EsGil Corporation In (partnership with (government for (BuiCifing Safety DATE: April 15, 2009 rn APPI IHANT _ JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 090599 SET: I PROJECT ADDRESS: 2780 Carlsbad Blvd. PROJECT NAME: Guayole's Grill at the Blvd. Restaurant addition & TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sachin Parlikar 1495 Clearview Way, San Marcos, CA 92078 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. Sachin Parlikar Telephone #: (760) 685-1807 Date contacted°y//5/4)^(by^$) Fax #: (760) 591-9399 Mailyr Telephone Fax/ In Person REMARKS: By: Sergio Azuela Enclosures: EsGil Corporation K GA D MB E EJ D PC 04/08/09 9320 Chesapeake Drive. Suite 208 4- San Diego, California 92123 4- (858)560-1468 4 Fax (S5S) 560-1576 Carlsbad 090599 April 15, 2009 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 090599 OCCUPANCY: B TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: SPRINKLERS?: Not shown REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: April 15, 2009 JURISDICTION: Carlsbad USE: Restaurant ACTUAL AREA: 1,447 SF STORIES: 1 HEIGHT: OCCUPANT LOAD: 43 DATE PLANS RECEIVED BY ESGIL CORPORATION: 04/08/09 PLAN REVIEWER: Sergio Azuela FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International E3uilding Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2007 CBC, which adopts the 2006 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2006 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad O90599 April 15, 2009 • GENERAL 1. Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • PLANS 2. Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California. 3. All sheets of the plans and the first sheet of the calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. 4. Identify existing walls to be removed, existing walls to remain and proposed new walls. Identify bearing walls, non-bearing walls, and shear walls. Sec. A106.1.1. 5. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Section 3406. Please provide complete details to show the building will comply. a) When performing an allowable floor area analysis for the entire building, do not use the "separated uses" option from Section 508, unless it can be shown that all existing tenants are separated from each other by the required fire barriers. b) If the occupancy is changed to M, F-1 or S-1 and a Fire Wall is present, the hourly rating of the existing fire wall must be increased to 3-hours, per Table 705.4. 6. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts tho 2006 IBC, 2006 UMC. 2006 UPC and the 2005 NEC. a) Please revise the plans to update the information provided on sheet C-1.0 under the DESIGN CRITERIA - GOVERNING CODES. Carlsbad O90599 April 15, 2O09 7. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: * Occupancy Classification(s). Please include all occupancies of the project building, including the adjacent tenant space. * For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Section 508.3. * Type of Construction. Please show on plans V-B, instead of VN. * Sprinklers: Yes or No * Floor Area. Please clearly show all appropriate dimensions and defined the areas for dining, kitchen and bathrooms. Plans are very unclear. Identify existing walls to be removed, existing walls to remain and proposed new walls. • SITE PLAN 8. Provide the following information in the Site Plan provided on sheet C-1.0. Sec. A106.1.1. Include the following: a) Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. b) North arrow. c) Please clearly identify on the plans all property lines. 9. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." • LOCATION ON PROPERTY 10. When a new building is to be erected on the same property as an existing building, the location of the assumed property line with relation to the existing building shall be such that the exterior wall and opening protection of the existing building meets the criteria of Sections 704.5 and 704.8. Section 704.3. 11. Please demonstrate compliance with Table 602 for fire-resistance rating requirements for exterior walls. The following specific area(s) should be addressed: a) North Side exterior wall . b) In California, Section 704.5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings by requiring exterior walls to be rated for exposure to fire from both sides, when such walls are required to be fire rated per Tables 601 and 602. Carlsbad 09O599 April 15, 2009 12. Exterior walls shall have a 30 inch parapet when they are required to be fire- resistance rated in accordance with Table 602 because of fire separation distance (see exceptions, Section 704.11). The uppermost 18" of such parapets shall be noncombustible. 13. Combustible projections located where openings are required to be protected (or where openings are prohibited) shall be heavy timber or 1-hour fire-resistance- rated construction. For most buildings, this applies to projections within 5' of the lot line in nonsprinklered buildings, and 3' for sprinklered buildings. Section 704.2.3. 14. Projections shall not extend beyond the distance determined by the following two methods, whichever results in the lesser protection (Section 704.2): a) More than 12 inches into areas where openings are prohibited. b) A point one-third the distance to the property line from an assumed vertical plane located where protected openings are required in accordance with Section 704.8. c) For most buildings, this will prohibit projections within 40" of the lot line in nonsprinklered buildings, and 24" for sprinklered buildings. • FIRE-RESISTIVE CONSTRUCTION 15. Provide details on the plans for the fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). a) In California, Section 704.5 was modified for Group A, E, H, I, L and R occupancies, along with high-rise buildings by requiring exterior walls to be rated for exposure to fire from both sides, regardless of fire separation distance. 16. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 712.3.2. 17. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor-- ceilings and roof-ceilings shall be protected as required in IBC Section 712." . INTERIOR WALL AND CEILING FINISHES 18. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.5." • ROOFS 19. Specify minimum 1/4 inch per foot roof/deck slope for drainage or design to support accumulated water. Section 1507.10.1. Carlsbad O90599 April 15, 2009 20. Specify on the plans the following information for the roof materials, per Section 1506.3: a) Manufacturer's name. b) Product name/number. c) ICC approval number, or equal. 21. Show the sizes/locations of roof drains and overflows. Size drains per IBC Section 1503.4 and CPC Section 1105. 22. Show the required attic ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 1/150th of the area of the space ventilated. Further. 50% of the opening area must be provided with ventilators in the upper portion (at least 3' above eave or cornice) with the balance of ventilators provided by eave or cornice vents. Exception: 1/300th ventilation area is permitted where, in addition to the requirements above, a vapor retarder is installed on the warm side of the attic insulation. Section 1203.2. 23. Show location of attic access with a minimum size of 20"x30", unless the maximum vertical headroom height in the attic is less than 30 inches. Access must be provided to each separated attic area. Section 1209.2. • EXITS 24. Note on the plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.8. In lieu of the above, in a Group B, F, M or S occupancies (or Group A having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. 25. Exit doors shall provide a clear width of not less than 32" when open 90 degrees (i.e., a 3' wide door), and must have a minimum height of 6 feet 8 inches. Maximum leaf width is 4 feet. Section 1008.1.1. 26. Door landings shall have a length measured in the direction of travel of not less than 44 inches. Section 1008.1.5. • GLASS AND GLAZING 27. Specify on the window schedule the glass type and thickness to show compliance with Section 2404. 28. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.2 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Carlsbad O90599 April 15, 2009 . MISCELLANEOUS LIFE/SAFETY 29. Please revise the plans to include the Building Sections on sheet A-5.0. The Sections AA and BB were not shown on the plans provided. Section A106.1.1. 30. Please clarify the use of the adjacent tenant. The Plumbing Calculations provided on sheet P-1.0 are showing "Raw skin Surf'n sports". Please clarify. 31. Guards (Section 1013): a) Shall have a height of 42". This includes the open side of a stair. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. c) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Note: In California, the IBC provision for an 8" sphere (above 34") was removed from the code for all occupancies. • ACCESSIBILITY 32. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. • FOUNDATION 33. If a room addition is less than 500 sq. ft. in area and only one story, then a soils report is not required. The maximum allowable soil bearing value used in any design must be 1000 psf for this exception. 34. Clearly show on the Foundation Plan which are the existing foundations and which ones are the New Foundations. Additional corrections may follow. 35. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1803.3. 36. Please provide structural design calculations for all foundations, new and existing which are supporting new imposed loads, vertical and/or lateral. Additional corrections may follow. Section A106.1.1. 37. Specify size, ICC approval number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. Section A106.1.1. 38. Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. IBC, Section 2304.11.2.1. 39. Show minimum under floor access of 18 inches by 24 inches. IBC, Section 1209.1. Carlsbad O9O599 April 15, 2009 40. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be placed so as to provide cross ventilation of under-floor space. IBC, Section 1203.3. • STRUCTURAL 41. Please revise the plans to show consistency between the structural plans and the architectural plans. The UPPER ROOF TOWER PLAN, is located on the corner of A and 1 grid lines at the structural plans, while in the architectural plans is located above the bathrooms. Additional corrections may follow. 42. Please clearly show all the roof framing members over the CALIFORNIA FILLS. 43. Provide structural design calculations for the RR at the mansards, and UPPER ROOF TOWER. 44. Please revise the plans to provide consistency with the construction conditions; for example the detail 2/SD2 at the line B, shall be shown the ceiling joists over the new covered patio in a flat position. Additional corrections may follow. 45. The calculations should use a roof live load of 20 psf. This may be reduced for pitch, but for 4:12 roofs the roof live load may not be reduced below 20 psf. This differs from previous codes. Section 1607.11.2.1. Clearly show in the calculations a complete breakdown of the loading criteria. 46. Please revise the calculations to be consistent between the wind pressure calculations elevations and the architectural plans elevations shown on sheet A- 4.0 of the plans. 47. Please clarify where in the calculations is the seismic force derivation. I can't find it. 48. Please provide the shear wall schedule in the structural design calculations. 49. Shear panel Q is adequate for 870 plf, however, the structural design calculations have a require demand of 932.4 plf for this at grid line 1. Please revise the calculations to match the required shear capacity. 50. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1705.2. 51. Additional corrections may follow. • ADDITIONAL 52. See attached lists for: electrical, energy, plumbing and mechanical corrections. Carlsbad O90599 April 15, 2009 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Sergio Azuela at Esgil Corporation. Thank you. * ELECTRICAL PLAN REVIEW * 2005 NEC (2007CEC) * PLAN REVIEWER: Chuck Mendenhall for Eric Jensen 53. Submit complete service and feeder one line diagram. NEC 215.5. There were no electrical plans provided this project. Electrical plans must be stamped and signed by a licensed electrical engineer or licensed electrical contractor who will be installing the system. 54. Show the available fault current (Isc ) from the serving utility co. and at the equipment where Isc exceeds 10,000 amps. 55. Show the ampere interrupting capacity ( AIC ) ratings of the service and subservice equipment. NEC 110.9 56. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. Show the fuse letters if used to limit fault current (i.e. , JJN, AST, LPN). Also note on the plans that circuit breakers used in the subpanels will be listed for series combination with the current limiting main fuses or circuit breakers. 57. Show fuse/circuit breaker sizes on the single line diagram. NEC 240.6. 58. Show each building disconnecting means. NEC 230.70. 59. Show on the single line diagram the conduit and wire sizes. 60. Specify the wire type (AL or CU) and insulation (i.e. THWN). NEC 310. Carlsbad 090599 April 15, 2009 61. Show the grounding system required for each building, structure, or service. NEC 250. 24, 62. Show the grounding electrode conductor size and wire type (AL/CU). NEC Table 250.66 63. Specify the wiring method you intend to use for this project (i.e., EMT, Metal Flex, NMC etc.). 64. Show on the plan the location of the service(s) NEC 230.26 65. Show the location of all panels, load centers, switchboards, and transformers. NEC 110.26 66. Submit complete panel schedule(s). 67. Provide GFI protected receptacle(s) within 25 feet of HVAC equipment. NEC 210.8(6)2. UMC Section 309 68. Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern. The switches must be located within sight of the lights which they control. CBC Title 24, Sec 131 a-b 69. Provide complete energy designs for the proposed changes in building lighting, system. Provide the completed LTG-1, LTG-2, forms showing energy compliance. 70. The completed and signed LTG-1, forms must be imprinted on the plans. 71. Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source of power ( battery or generator). This is required when two exits are required per the CBC 101, 1011.5.3 & NEC 700.16. 72. In all occupancies where the exit system requires two exits provide a exit sign with emergency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). CBC 1011, 1011.5.3 & NEC 700. 16. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. Carlsbad O90599 April 15, 2O09 PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 73. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, 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. 74. Correct the statement on the Title Sheet of the plans to show compliance with the current Codes, as of the first day of 2008. The following are the correct current Codes: a) The 2007 edition of the California Building Code (CBC) adopts the 2006 International Building Code (IBC) and the 2007 California Amendments. b) The 2007 edition of the California Electrical Code (CEC) adopts the 2005 National Electrical Code (NEC) and the 2007 California Amendments. c) The 2007 edition of the California Mechanical Code (CMC) adopts the 2006 Uniform Mechanical Code (UMC) and the 2007 California Amendments. d) The 2007 edition of the California Plumbing Code (CPC) adopts the 2006 Uniform Plumbing Code (UPC) and the 2007 California Amendments. e) The 2007 edition of the California Fire Code (CFC) adopts the 2006 International Fire Code (IFC) and the 2007 California Amendments. f) The 2007 edition of the California Energy Efficiency Standards. 75. The drawings provided show the incorrect Codes were used in the proposed designs. Please correct. A complete plan review will be done when the project is redesigned using the correct Codes. 76. The City Building Official to review evidence of Health Department approval (for restaurants). 77. For mechanical plan check, include the architectural design detailing the following: IBC 716.5. a) Fire Walls b) Fire Barriers c) Shaft Enclosures d) Fire Partitions If this tenant improvement contains any of the above assemblies, be sure to provide construction details. For example: Rated corridor construction style - Tunnel VS Full height corridor walls. Carlsbad 090599 April 15, 20O9 78. Include, on the mechanical plans, the locations of all required smoke, fire, combination smoke and fire, or ceiling radiation dampers. Be sure to include a symbol on the symbol schedule for each damper type. IBC 716 79. The perimeter boundary of the atrium requires smoke and fire dampers to be installed at all duct openings. Please add, where required. IBC 716.5.4 & 909.5.2.1 80. The distance to property line (IBC Table 602) requires compliance with IBC 704.11. Identify, on both the plumbing and mechanical plan sheets, the roof areas that may not have openings. IBC 704.11 (4). 81. Mechanical duct openings in exterior walls "required to have protected openings" (Table 602) require compliance with IBC 716. Revise the duct locations or provide damper protection (if allowed). 82. 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 10 feet of a roof edge or open side of a walking surface..." 83. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. As per the International Building Code, Code and Commentary book: "Heating facilities are required for comfort in all new construction. The systems may be either active (such as forced-air furnace) or passive (such as solar systems), as long as the specified performance is achieved. ... The exception recognizes that not all interior spaces are associated with human comfort by the nature of their uses, such as commercial cooler or freezer. These and similar spaces would not require heating systems." PLUMBING (2006 UNIFORM PLUMBING CODE) 84. Sheet P-1.0 is not clear readable plumbing plans. Please obtain help from a state licensed designer, (licensed plumbing contractor doing the work, licensed mechanical engineer, licensed civil engineer, or licensed architect.) A complete plumbing review will be done when complete plumbing plans and calculations are provided. 85. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. Carlsbad 090599 April 15, 20O9 86. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If private, the responsibility of the City Building Department, and under the Uniform Plumbing Code, provide complete civil site utility plans for plan check, or obtain a separate permit from the City for the civil site plans. 87. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1 88. Provide a plumbing material schedule on the plans describing the following systems: Potable water piping, the drain, waste, and vent piping, gas piping, and the roof drains. 89. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. Please provide riser or isometric gas line plans. 90. Include the gas piping sediment trap installed as close as possible to the appliance inlet with the plumbing design. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. UPC 1212.7. 91. Provide calculations to show compliance with UPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 92. Correct the water line sizing calculations on sheet P-1.0: a) Please provide a site plumbing plan clearly showing the location of the public water meter, to check the developed pipe length to be used in the water line sizing calculations. b) Show the type of water closets and correct the fixture units as a assembly use for the restaurant. c) Use CPC, Chart A-1 for the water pressure loss at the water meter. d) The water line sizing calculations shows only 15 psi is maximum required water pressure by all plumbing fixtures. Please provide data on all existing and new fixtures to show a higher pressure is not required. Check the water closets, water heaters, urinals, and temperature limiting valves. e) A complete review of the water line sizing will be done when the complete corrected water line plans and calculations are provided. Carlsbad 090599 April 15, 2009 93. New or relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush, UPC, Sections 402.1 & 402.2; and shall meet performance standards, established by the American National Standards Institute Standard A112.19.2, H & S Code, Section 17921.3(b). 94. New or relocated urinals and associated flushometer valves, if any, shall use no more than one gallon per flush, UPC, Section 402.1 & 402.3; and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). 95. Hot water supplied to a public use lavatory or any bathtub is limited to a maximum temperature potential of 120 degrees. Detail how this temperature limitation is achieved. Note: The water heater thermostat may not be used for compliance with this Code section. UPC 413.1 & UPC 414. 96. Food waste disposal unit and dishwashers shall not be connected to or discharged into any grease interceptor. Please revise plans. UPC 1014.1.3. 97. Provide the sizing calculations for the gravity grease interceptor as per UPC, Section 1014.3. 98. All water closet seats, except those within dwelling units, shall be of the open front type or have an automatic seat cover dispenser, as per UPC, Section 408.2.2. 99. Provide the following information concerning the water heater: a) Show water heater size, type and location on plans. UPC 501.0 b) Show that water heater is adequately braced to resist seismic forces. Provide two straps. One strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank. UPC 508.2 c) Show P & T valve on water heater and detail the drain routing to the exterior. It may not be installed upwards from the valve. UPC 506.2/608.3 d) Detail the requirements found in UPC 508.4 & 509.4 for attic installation of water heaters: access opening sizing, passageway description (available height, maximum length and minimum width, walkway material type, platform sizing, the light and receptacle placement, and the overflow protection. e) Provide combustion air design: Show opening sizes and routing of ducts. UPC 507.0 f) Detail the water heater vent installation: Size, routing, slope, and termination location (Minimum 8' from vertical surfaces). UPC 510.0 g) An expansion tank or other approved device is required if system pressure relief is not available due to the installation of backflow devices or certain pressure regulators. Please address. UPC 608.3 Carlsbad O90599 April 15, 2009 100. Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. UPC 1105.0 MECHANICAL (2006 UNIFORM MECHANICAL CODE) 101. Sheet M-1.0 is incomplete as a mechanical plan. A complete mechanical plan review will be done when complete mechanical drawings and calculations are provided. 102. Provide complete mechanical plans showing existing and proposed HVAC equipment, ducts, and access to all equipment. 103. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) damper and/or shaft protection and identify installations on the mechanical plans themselves. See "Architectural PME" items above directly below the PME list heading. 104. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapters, Part II a) Provide the UL listing card showing the exhaust sizing requirements used for the hoods. b) Provide exhaust sizing calculations for kitchen hoods. UMC 508.4 c) Show the required replacement air for each kitchen hood. Include an air balance schedule. UMC 511.3 Please correct and provide calculations to show replacement air quantity shall be adequate to prevent negative pressures in the commercial cooking areas from exceeding 0.02 inch of water column. d) Clearly show the material used to construct the hood and exhaust duct. UMC Section 508.1.1 e) Provide grease duct air velocity calculations. (Maximum 2,500 fpm) UMC 511.2. f) Provide a section detail for the hood showing the relative dimensioned locations for the hood, ceiling, and overhead construction framing of the floor or ceiling . Be sure to describe the construction materials (combustible, limited combustible, or non-combustible) used adjacent to the hood and duct. UMC 507.2 g) The duct routing shall be as direct as practical to the exterior of the building. UMC 510.1.2 h) Show the required cleanouts for the grease duct as per UMC, Section 510.3. i) Detail the kitchen hood duct termination clearances as per UMC 510.8. j) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. Carlsbad O90599 April 15, 2009 105. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of UMC 904.10.3.3. Please provide. City approval for use of an outside ladder is required. 106. Include the following information: Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum 68 degrees Fahrenheit at a level 3' off of the floor. Show basis for compliance. IBC 1204. 107. Coordinate the mechanical and the Title 24 outside air design. The energy calculations for MECH-3-C forms are missing from the plan package. UMC 403.0 & Title 24 121(b)2 & (d). 108. Provide the exhaust and make-up air design for the occupancy type listed in Table 4.4. UMC 403.7 109. Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. UMC 515.0. 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. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 The following disabled access items are taken from the 2007 edition of California Building Code, Title 24. Per Section 109.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, 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. Carlsbad O90599 April 15, 2009 SITE PLAN REQUIREMENTS 2. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 1127B.1. Please include the accessible routes of travel on the plans, by lines or arrows, including the slope of the routes. 3. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 1117E3.5.7 and 1127B.3. ACCESSIBLE PARKING 4. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 1129B.3.3. 5. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is < 1:50 (2%), per Section 1129B.3.4. 6. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: a) A profile view of a wheelchair with occupant in white on dark blue background. b) The sign shall >70 in.2 in area. c) When in the path of travel, they shall be posted >80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space >36" from the parking space finished grade, ground or sidewalk. e) Spaces complying with Section 1129B.4.2 shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility per Section 1129B.4. f) In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. 7. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be >17" x 22" with lettering not <1" in height. Per Section 1129B.4 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ." Carlsbad O90599 April 15, 2009 CURB RAMPS • Clearly show full compliance for all curb ramps which are included within the accessible routes of travel. Full compliance will be rechecked. WALKS AND SIDEWALKS • Clearly show full compliance for all walks and sidewalks which are included within the accessible routes of travel. Full compliance will be rechecked. PEDESTRIAN RAMPS • Provide complete construction drawings for the accessible pedestrian ramp shown on the South Side. 8. The allowable cross slope at pedestrian ramps shall be < 1:50 per ft (2%), per Section 1133B.5.3.1. 9. Show or note that ramp surfaces will be slip resistant. 10. Ramps shall have a minimum width of 48 inches, per Section 1133B.5.2. Where a ramp serves as the only exit discharge path and serves an occupant load of 300 or more, the minimum clear width shall be 60 inches. 11. Revise plans to show required landings at the top and bottom of ramps, per Section 1133B.5.4. a) The bottom landing shall be >72" in the direction of travel. b) The top landing shall be a >60" x 60". 12. Revise plans to show the minimum required depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42", per Section 1003.3.4.4. 13. Show handrails at each side of ramp(s) which are shown to be >1:20 (5%) in slope, per Section 1133B.5.5. 14. Show that handrails are >1%" but <11/2" in any cross sectional dimension. Additionally, show that the handrails are placed a >r/2" from any wall, per Section 1133B.5.5. 15. Show or note that handrails meet the following requirements, per Section 1133B.5.5: a) Are continuous. b) Are to be located >34" but <38" above the ramp surface. c) Extend >12" beyond both the top and bottom landings. d) Ends are to be returned. Carlsbad 090599 April 15, 2009 16. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10' in length, the ramp shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± 1" above the surface of the ramp. :±if 1 ,rr 17. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 1133B.5.5.1 (i.e., no stucco). DOORS 18. Revise plans, or door schedules, to show that every required passage door has >32" clear width, per Section 1133B.2. 19. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches, per Section 1133B.2.3.1. Carlsbad 090599 April 15, 2009 SANITARY FACILITIES 20. Show that passageways leading to sanitary facilities have required clear access widths, per Section 1115B.5. Show that all doorways have: a) >32" clear opening. b) A clear area: i) >60" in the direction of the door swing, ii) >44" away from the direction of door swing. c) All strike edge clearance dimensions are required to be met (i.e. 18" strike edge distance). SINGLE ACCOMMODATION FACILITIES 21. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Section 1115B.3.2. The space is required to be: a) >60" diameter. b) A T-shaped space as shown in Figure 11B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. 22. Doors in the room shall not swing into the clear floor space required for any fixture. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 1115B.3.2.2. RESTROOM FIXTURES AND ACCESSORIES 23. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) >30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the fixture to the wall. c) The counter top is <34" maximum above the floor. d) >29" high, reducing to 27" at a point located 8" back from the front edge. e) >9" high x 30" wide and 17" deep at the bottom. f) Hot water pipes and drain lines are insulated. . GENERAL ACCESSIBILITY REQUIREMENTS . CONTROLS AND OPERATING MECHANISMS 24. Note on the plans that controls and operating mechanisms shall comply with the requirements of Section 1117B.6. Carlsbad 090599 April 15, 2009 25. The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" for forward approach (or within 54" but not lower than 9" if side approached). Electrical and communication system receptacles on walls shall be mounted no less than 15" above the floor. Section 1117B.6.3. • SIGNAGE 26. Per Section 1011.3, tactile exit signs shall be required at the following locations: a) Each grade-level exit door. The tactile exit sign shall have the word, "EXIT." b) Each exit door that leads directly to a grade-level exterior exit by means of a stairway or ramp. The tactile exit sign shall have the following words as appropriate: i) "EXIT RAMP DOWN." 27. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. 28. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. • COUNTERS AND TABLES 29. Where fixed or built-in tables, counters or seats are provided for the public, and in general employee areas, 5% (but never less than one) must be accessible. Section 1122B.1. 30. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least 5% (but never less than one of each type of station) shall be located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. • MISCELLANEOUS 31. Show that dining, banquet and bar facilities are accessible, per Section 1104B.5, as follows: a) Access is provided at primary entrances and exits as required by Section 1133B.1.1. 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 >1 space per functional area. Carlsbad O90599 April 15, 2009 c) Access to these seats shall be by main aisles >36" in clear width. d) Accessible seats are integrated with the general seating to allow a reasonable selection of seating area and to avoid having one area specifically highlighted. e) Food service aisles shall be a >36" clear width, with a preferred width of 42", where passage of stopped wheelchairs by pedestrians is desired. f) Restrooms shall be accessible. g) Access to food preparation areas comply with the provisions for entrance doors and doorways, and aisles. 32. IBC Section 1013.3 was modified by DSA-AC to prohibit the 8" sphere provision allowed for the upper portions of guardrails. END OF DOCUMENT Carlsbad 090599 April 15, 20O9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 090599 PREPARED BY: Sergio Azuela DATE: April 15, 2009 BUILDING ADDRESS: 2780 Carlsbad Blvd. Guayole's Grill/Restaurant Add. 85 TI BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-B BUILDING PORTION Restaurant Add. Restaurant TI Patio Cover Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) 146 534 665 cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 61,825 61,825 Bldg. Permit Fee by Ordinance ^ Plan Check Fee by Ordinance ^ Type of Review: 0 Complete Review [~1 Repetitive Feej Repeats^ D Other r—| Hourly EsGil Fee Structural Only Hr. $436.65 $283.82 $244.52 Comments: Sheet 1 of 1 macvalue.doc + City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDING /DDlfesS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER; .2£>3 flXM6(W/(2ffTfrlU ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: EST. VALUE: DENIAL Please /see/Trie attached report of deficiencies marked with TJ. A/lake necessary corrections to plans or speciftsaiierfs for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By:Date: By: FOR OFFICIAL USE ONLY NGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date: =4= ATTACHMENTS 5? Dedication Application/Checklist L~1 Encina Wastewater Screening Survey „ D Encroachment Application/Checklist D Grading Permit Application * D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D RighJrOf-Way Permit Submittal Checklist ajralnformation Sheet kK Sto/m Water Compliance Forms Other £ejP-tTP(#VT& OP" ENGINEERING DEPARTMENT CONTACT PERSON Name: _ Linda Ontiveros _ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 Fax: (760) 602-1052 Email: lonti@ci.carlsbad.ca.us CFD INFORMATION Reference No(s): Lot Na: Recordation: Subdivision/ Carlsbad Tract: ( /S 1635 Farada venue - Carlsbad, CA 920Q8-7314.» (760) 6O2-272O • FAX (76O) 6O2-8562S _ j. » «• J*\ . -——• T^ _ —. ___^v-* — 1^^ . —> ^ v^-i, f_ ^ ^..'....^ BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines Easements *~ Show on site plan: Rjgffi-of-Way Width & Adjacent Streets riveway widths . -\ isting or proposed sewer lateral ^ »£•" ' xisting or proposed water service C?C" 1 - 6 Existing or proposed irrigation service ainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. F-Xjsttrrg^rProposed Slopes and Topography ize, type, location, alignment of existing or proposed sewer and water service (s) 'hat serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE CD 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D D D 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yz" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS D CD El 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD IMPROVEMENT REQUIREMENTS continued O 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: D d 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA). Please return agreement signed and notarized to the Engineering Department. Completed by: Date: D D D 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15.16.010 of the Municipal Code. n D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export). This information must be included on the plans. [D n 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: Q CH d 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 0 C3 d 7d .No Grading Permit required. G CD [H 7e. If grading is not required, write "No Grading" on plot plan. BUILDING PLANCHECK CHECKLIST ST1 D ,ND 3RD D D MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT 8. A Right-of-Way permit is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. To see requirements, visit our website: www.carlsbadca.gov/engineering Right-of-Way permit required for: D D INDUSTRIAL WASTE PERMIT 9.If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad of Carlsbad, Development Services Division, located at 1635 Faraday Avenue, Carlsbad, CA 92008. City Staff can provide forms and assistance. You may teleofione (760) 602-2750 for assistance D NPDES PERMIT 10. Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. STORM WATER COMPLIANCE 10a.ires Project Storm Water Permit: PSP :or ^ uires SWPPP) - Please complete attached forms Exempt - Please complete attached Storm Water ExemptiorTform~- D DEVELOPMENT FEES 11. Q Required fees are attached 1 More information needed — Q No fees required BUILDING PLANCHECK CHECKLIST WATER METER REVIEW Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units receive "standard" 1" service with 5/8" rneter. • All residential units that need to be fire sprinkled receive a 1" meter. See Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing systems criteria. • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). NOTE: Upon declaration of Drought Response Level 3 condition, no new potable water service shall be provided and no new temporary meters or permanent meters shall be provided. See Ordinance 44 for more information. 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in Irrigation services are listed with a circled "I", and circled "W". The irrigation service should look gpm may be listed there, potable water is typically a like: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) • If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, the landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD WATER METER REVIEW continued 12b. Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: • Hydraulic grade line • Elevation at point of connection (POC) • Pressure at POC in pounds per square inch (PSI) • Worse case zone (largest, farthest away from valve • Total Sprinkler heads listed (with gpm use per head) • Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line d] D d 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, the City of Carlsbad cannot guarantee the refund. The applicant must deal with the SDCWA for this. D 0 D 13. Additional Comments: £! C/^nrjf Cj£O?> ^Q^^ 0- " £06*M. 1<T /CeiCd FkyVTE. O'P tJFMptJ AN^C ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. O^^Calculation based on building plancheck plan submittal. Address: Prepared by: Bldg. Permit No. 66 Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: PgffiAUP-Atsl'T" Sq. Ft./Units: J^^jHj.) EDU's: Types of Use: Sq. Ft./Units: EDU's: Types of Use: Sq. Ft./Units: EDU's: Types of Use: Sq. Ft./Units: EDU's: Types of Types of Use: Types of Use: Types of Use: APT CALCULA TIONS: List types and square footages for ajl uses. 1. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: Sq. Ft./Units: ADT's: ADT's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE: NW QUADRANT NE QUADRANT SE QUADRANT SW QUADRANT FEE/UNIT: X NO. UNITS: =$ B<TRAFFIC IMPACT FEE ADT's/UNITS: Lot, FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 ADT's/UNITS: X FEE/ADT: DIST. #3 D 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: >. SEWER FEE EDU's: H7 BENEFIT AREA. EDU's: ZONE:. X FEE/SQ.FT./UNIT:= $ 6. DRAINAGE FEES ACRES: PLDA FEE/EDU FEE/EDU:. HIGH .52- /LOW FEE/AC:= $ D 7. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE F \FARMER\KATHY\MASTERS\FEE CALCULATION WJDRKSH6ET.doc2008.doc Rev. 7/14/00 Kc CUTbooe.£eb&YOpA(£KTi ARE' A &/VCI} A 7 l(fl«3 \S® O O O >f3 M Wn qoc-o~ HCv 3z53>0o >o33o?i?: "BSSWilS OS - O~o o =s ~ II i s s V <K pinii Sl^^S3Dy 1> O c.-p TJ m•D WligSpo SgHIS"§§IQ S^bSjjs ^i^TN C H ? ^is2^z! ^ m°iws omfw "nn^^1 TJ m (n~O-z^L^ •niq i m ,«8Slf|f|H^S* T3 fi£ ' 2 3 ® |§!lticit|i£!£SSfihl i'asa £ 5 -3 n •t' O V! 8 o00 Waste Management and MaterialsPollution Control BMPsNon-Storm aterManagement BMPsTrackingControl BMPsS.i U•s in Erosion ControlBMPstuaiuaBBUBN 9)tBM ajejouoo luewaBBUBw 9JSBM «nODJBZBH juaiuaBBuan |QJ»uoo PUB UOj)U8A8JcJ ||jdS luatueBBUBW ajKhpois •tn Mm** 8BBJOJS PUB <J8Al|8a IBU8JBW BUHJBBIO ju8Uid|nb3 pus epmsA uo{)B6uj|/J8)BM eiqajoei Buipuug pus BUIABJ UORBAJ8SU03 J8JBM uopruisuoo pazigqats i*w££%££ (8|ii| UIBJQ uuois jawBg BsqpuBS BuiiunnoBA puB Bujdae/ws }88J)S uuag Beg PABJQ SIPH Jeqy IMQJMUO dBJj. juauJipes 83U8J JUS SUJBJQ edois sajBMS eBBuiBJQ PUB S85|!a MPB3 Buigomw pooM •WIVMHMIMS Best Management Practice(BMP) Description ->8-WA 9-WM 9-WM fr-WAA E-WM Z-WM l-WAA 8-SN i-SN e-SN l-SN Mil rt.1 (H-3S 8-3S i-3S 9-3S S-3S t-3S e-3s 1-3S U-03 6-03 8-O3 i-03 CASQA Designation -»Construction Activity\ S Grading/Soi Disturbance> % ~> ^ > i- S -> , \ >Drilling/Boring> •Concrete/Asphalt Sawcutting\ '*Concrete flatworkV S > 1 V» i 'a \Stucco/Mortar Work\ ^Waste Disposals o I s ^ ^' Equipment Maintenance and Fuelingi > ^ >Hazardous Substance Use/Storage? \Site Access Across Dirt\Other (list):'» | 1 .£ | 1 0 1 i •3 i 1 i •E U 1 1 1 1 I ia 1.g8CO VccI . f ^'/activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descnibed, pick one or more best management-practices (BMPs) from the hst located alon the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off andwj. ' fcr each of the selected BMPs selected from the list For Example - If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for somethingJ .mat applies such as "Stabilized Construcion Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and\ • " place an X in the box where the two meet As another example say the project included a stockpile that you intend to cover with a plastic sheet Since plastic sheeting is not on the list of BMPs, then write in"Cover with Plastic" in the blank column under the heading Erosion Control BMPs, Then place an X in the box where "Stockpiling" row intersects the new "Cover with Plastic" column.The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a projectPage 2 of t^ REDEVELOPMENT DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB^^S^I Address 2.1^0 GxrUk^/l Planner (_AiM"rv Rob >if\ x APN: 263- \1Z- \H Type of Project & Use: &° ^ AA^^- i ^ / Zonina: V/ f^- General Plan: CFD (in/out) # Date of participation: Phone (760) 434- 2S\b Net Project Density: Facilities Management Zone: Remaining net dev acres: ^501=9 DU/AC ^ a (For non-residential development: Type of land used created by this g S circle one permit: fo.sWftvN-/ ) 6 6 I I Legend: ^ Item Complete Q Item Incomplete - Needs your action IH D Environmental Review Required: YES NO {/ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO \/ TYPE APPROVAL/RESO. NO. DATE PROJECT NO. RP 0$"€l OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: D G Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES y NO_ CA Coastal Commission Authority? YES NOjZL If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): D D Habitat Management Plan N /A Data Entry Completed? YES NO If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type , impacted/taken, UPDATE!) O EH Inclusionary Housing Fee required: YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 Site Plan: Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. G/DD Policy 44 - Neighborhood Architecturalpesign Guidelines 1. Applicability: YES NO 2. Project complies YES NO_ D D D Zoning: 1 . Setbacks: Front: Interior Side: ~i Street Side: I ^ Rear: \ 1 Top of slope: -/ 2. Accessory structure Front: Interior Side: Street Side: Rear: Structure separation 3. Lot Coverage: H j Required 0 -H Required /A Required Required Required setbacks: M /A Required Required Required Required : Required A, Required Shown 2J<\ Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 4. Height:: M/A Required Shown n Spaces Required Shown5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required |v\|-A Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 May 4, 2009 TO: tfttlfdi^ft Tech, $u.i(AiVuj, Department FROM: Laura Robins, Redevelopment Dept. Tenant Improvement (CB090599) I have approved the building permit request for tenant improvements at 2780 Carlsbad Boulevard. Please note the commercial sign shown on the plans is not approvable and must be revised. Please direct the applicant to contact the Redevelopment Department for further details regarding this matter. No further revisions to the tenant improvement plans are required. The land-use permit (RP 08-61) required to allow the change from commercial/retail to a restaurant use has been finally approved by our department. The Housing & Redevelopment Department supports the issuance of the building permit now that the land-use permit has been finally approved. The information has been entered into Permits Plus. If you have any questions, please contact me at x5017. Laura Robins Planning Technician April 21, 2009 TO: Engineering Tech, Engineering Department FROM: Laura Robins, Redevelopment Dept. Tenant Improvement (CB090599) I have not approved the building permit request for tenant improvements at 2780 Carlsbad Boulevard. Please note, the commercial sign shown on the plans is not approvable and must be revised. Please direct the applicant to contact the Redevelopment Department for further details regarding this matter. No further revisions to the tenant improvement plans are required, however, the land-use permit (RP 08-61) required to allow the change from commercial/retail to a restaurant use has not been finally approved by our department, and therefore this building permit cannot be approved at this time. The Housing & Redevelopment Department does not support the issuance of the building permit until the land-use permit has been finally approved. The information has been entered into Permits Plus. If you have any questions, please contact me at x5017. Laura Robins Planning Technician Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 05-01-2009 Reviewed by: Name: Address: SACHIN PARLIKAR BLDG DEPT COPY Permit #: CB090599 Job Name: GAUYOLE'S GRILL: 534SF REMODEL Job Address: 2780 CARLSBAD BL CBAD IN€QM£LET_E [ n The item you have submitted for review is incompletfc. -Althj,g time, this office cannot aHpr[ii3tpiv rrmrhi^t q rpt/ipw tr. rWm-TTTT????flfftpa^"paK5^3E^pr)licable codes and/or standarHst~Please review carefully all comments attachg^WeSseresubmit the necessary | I in in I'm i|n i ||] iiimi with changes "clouded", to this office forrg^i«*^naapproval. Conditions; Cond: CON0003444 [MET] ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS PN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 05/01/2009 By: cwong Action: AP COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH PLAN REVIEW PROVISIONAL APPROVAL PLANS ACCEPTED FOR CONSTRUCTION SUBJECT TO THEREQUIREMENTS OF THE STATE AND LOCAL REGULATIONS. THIS STAMP IS NO ASSURANCE THAT THE PLANS OR SPECI-FICATIONS ARE CORRECT IN EVERY RESPECT. ERRORS INdESiGN OR CONSTRUCTION MUST BE CORRECTED. DATE >VED SET FOR PLANS MUST REMAIN ON THE JOB SITE DURING COfoSTRUC COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH PLAN CHECK NOTICE; CALL 619-338-2364 3-5 DAYS PRIOR TO PRELIMINARY, MID AND FINAL INSPECTION. IF THERE IS NO CONSTRUCTION BEGUN AFTER ONE (1) YEAR FROM THE DATE THE PLANS WERE APPROVED, THEN * •3DPQVED PLANS WILL BE VOIDED AND NEW PIAN? ••MITTED FORAPPROVAl PROJECT I HAVE PERFORMED A FIELD SURVEY PLIANCE TO THE CAC TITLE -24 DISABLED ACESSS FECT THIS PROJECT, AND THE FACILITY IS IN COMPLIANCE FOR ANY REQUIRED UP GRADES DETAILED ON THESE PLANS ION GENERA 1. THE CONTRACTOR IS TO VERIFY DIMENSIONS. AND' ELEVATIONS Ol WITH WORK AND IS TO NOTIFY ONCE UPON DISCOVERY OF ANY SHALL VISIT THE SITE PRIOR TO CONDITIONS. 2. 3. 4. 5. 6. 7. 8. 9. ALL WORK SHALL COMPLY WITH . UBC, 2006 UPC, & UMC, THE IS CODE AND ALL LOCAL AND CALI SUBSTITUTION: NO SUBSTITUTE OWNERS & ARCHITECTS APPROV/ INTENTION: THE INTENTION OF 1 LABOR, MATERIALS, EQUIPMENT / COMPLETE AND PROPER EXECU THE CONTRACTOR SHALL CLEAN- MANNER ALL DEBRIS AND WASTE WILL BE MAINTAINED ON A REGU THE CONTRACTOR SHALL BE RES OF ANY DAMAGE CAUSED BY Hlk TO THE OWNER. THE CONTRACTOR SHALL BE RES OR REMEDY ANY FAULT, IMPROPI WORKMANSHIP OR ANY DAMAGE FROM, WITHOUT COST TO THE 0\ ONE YEAR AFTER THE COMPLETK UNDER THIS CONTRACT. DIMENSIONS SHALL TAKE PRECEC DRAWINGS SHALL TAKE PRECEDE DRAWINGS. WHERE NO CONSTRUCTION DETAI PART OF THE WORK, SUCH DETA WORK SHOWN ON THE DRAWING 10. HAZARDOUS MATERIALS EXCEEDII SHALL NOT BE USED OR STORED 11 • INTERIOR FINISHES SHALL CONFO 12- PENETRATIONS OF FIRE RESIST!VI AND ROOF-CEILING SHALL BE F UBC. SEE DETAIL FOR Al ASSEMBLIES. EMPLOYEE INFO.LOCAL AGI &MILY MEMBERS ARSONS OWNER/MANAGERPERSONS CITY OP CARLSBAD WATER DEPARTMENT CITY OF CARl SEWER DEPARTMENT CITY OF CARl SPECIAL NOTE CONSULTAN1 CAS A E ngineering, Inc. Structural design and analysis 9225 Dowdy Drive Suite 220 San Diego, CA 92126 TEL (858) 695-2761 FAX (858) 695-3367 PROJECT #013 09 TerraMar Enterprice 2780 Carlsbad Blvd. Carlsbad, Ca 92008. 03/29/2009 04/27/09 TASK: Response To Esgil CAS A Engineering, Inc. 9225 Dowdy Drive Suite 220 San Diego. CA 92126 Tel. (858) 695-2761 Fax T858) 695-3367 Table of Contents Structural Calculation ..Pl-P-25 CAS A Engineering, Inc. STRUCTURAL DESIGN AND ANALYSIS 9225 Dowdy Drive Suite 220 San Diego CA 92126 Tel(858) 695-2761, Fax (858) 695-3367 Date:04-27, 2009 To: Esgil Corporation Plan checker : Unkow Subject: Response to Esgil Corporation Structural Comments #1 Item # 33: You did not say which code section your comments are base on. Our design is base on lOOOpsf max. See attached calculation. We are using 3' wide footing at high vertical load. We are using 18" wide footing at all other places. Item #34: Please see Foundation plan note # 2, all foundation shown on S2 is new foundation except as noted in note #2. Item#35: by the architectural drawings Item # 36: See attached foundation calculation. Sheet 11x17 show the point load from beams and point load from shear walls. Sheet 8x11 show the input load in 3D model using risa3d for all points load and uniformed load from the roof on the foundation plan. Sheet 11x17 showing the output as reaction from the compression spring reaction from the soil. The hand calculation on the same sheet show the capacity for the foundation base on 1000 psf is exceeding the footing capacity. We did revise the size of the footing to comply with our calculation. The foundation sizes are exceeding any conventional foundation sizes for this kind of project. Item #37: All our load are over new foundations there no connection between new and existing foundation there are no need for epoxy to connection between new and exiting footing to use the epoxy. There is no powder structural connection. This comment dose not applies for our project. 9 Item 38: see details 12,15,16,&18/SD1, and 20/SD3 show very clear the 18 inch clear ^ between the wood framing and the soil. Item 39: Read note on S2 Item #40: This item is not a structural item. The architect need to response to this item. Item #41: We draw/feKeframing for the tower base on the front elevation nfjiie restaurant and base/on the meeting with the architect inojjr-efflceTwhich he accept our design. Then the architectural ar^wjsgsiieed to~Be~cRajiged to comply with our drawings. Item#42: Please read note #4 on S3 Item#43; please see attached roof rafter calculation Item #44: Detail 2/SD2 is 100% accurate. The cover patio rafter on the right side are not flat and are higher the exiting. The rafter are sloped to drain the water. We are showing a cripple wall to carry the patio rafter. I add a note to patio rafter to make clear for you. Item #45: Live Load= 20psf Dead Load: Framing = 3psf 5/8 Gyp. = 2.5 psf Plywood = 2.5 psf Roofing = 10 psf Mech. Electrical= 2 psf Total dead load= 20 psf Total dead +live load= 40 psf we are using 45 psf in our calculation. Item # 46: The plate elevation on the architectural drawing is 8'-0" . The maximum high at the ridge is 14'-0. Our calculation for the wind load pressure on page 40 is for 15.9'. The maximum wind load calculation on page 40 is 16.6 psf. Our calculation is base on 24 psf. The wind load at the roof diaphragm elevation^ (8*.5+6)*24= 240 #/ft. I can not understand why you want to redo the calculation. Item # 47: We did make fully derivation for the seismic load coefficient. See the original calculation on page 41,42 and 43.1 made a copy for theses pages see attached. If you see our seismic load calculation on page 44 and 45 you will see the seismic load is 7 psf. Which is mean the seismic parameter which we are using is 7/20=.35. A typical seismic parameter for this area is no more then .18, that is mean our seismic load calculation is more conservative. Item #48: We do have a shear wall sch. on SI. See a copy of this sch in this package. Item 49: The actual length of this shear panel is 9.5'. That is mean he shear is 6993/9.5= 736 #/ft. the Q wall is ok. Item 50: there is noting in the project required special inspection. This comment is not applied for this project. Item 51: our structural design is more educate. I can not understand why you need to add unnecessary comments. This will cause to delay the project. In case you have any question call me @ (858)695-2761 Kamel Zayat Ph.D./P.E California, SE Arizona. A>L V -t L=10'-0' 7500 236: 7155 IxT 3700 2362 1350 2900 T35C, 3200 3700 11700 R 3227 Jl 11700 5216 1335 us 2900 1775IME 3077I3 3375El 3500 650 923 3500 o m CO 3'CDCD 5' CO 5"o CX t 31 •a ro ooco 0) p eh CjO CASA ENGINEERING INC 922*5 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date, time : 04-28-2009 13:18:55 Reference :LVL RAFTER P.S.L. Check Stress 1.75 x 13.5 MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) 1250 Allowable Shear Stress for Wood (psi) 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi) 2400 Allowabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L.B. (psi) 1700000 Allowable Bending Stress for P.S.L. (psi) 2900 Allowabel Shear Stress for P.S.L. (psi) 285 Modulus of Elasticity for P.S.L. (psi) 2000000 DIMENSIONS: LI Left Cantilever Span (feet) 0 L2 Beam Span (feet) 24.25 L3 Right Cantilever Span (feet) 0 Max. Def. Lmax./240 Y/YES N/NO Max. Def. Lmax./360 Y/YES N/NO Max. Deflection (inchs) 0 Taper Section Vertical/Horizontal 0 / 0 Linear loads CASE XI X2 PI P2 FEET FEET PLF PLF A 0 24.25 90 90 B 0000 C 0000 D 0000 E 0000 F 0000 Point loads CASE X P FEET POUND A 0 0 BOO COO D 0 0 E 0 0 F 0 0 COMB I Com. 1 LINEAR LOAD BCD 000 E POINT LOAD A B C D 0000 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 Reference :LVL RAFTER 13:18:56 **** Summary Analysis *** Value Locat. ft. ° Section Bending psi Stress Locat. Moment Max.#.ft Moment Min.#.ft Shear Max. # Shear Min. # Reaction Left # Reaction Right# Sec. 1 Max. .963404 6615.703 12.125 0 0 1086.885 0 -1091.25 24.25 1091.25 1091.25 Deflection (inches) Locat. 12.028 1.75x13.5 1493.492 12.125 Min. -1.871239E-2 Locat. 24.2015 Shear (psi) — Stress Locat. 69.28571 24.25 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number. . . . .-GRILL Date,time :04-28-2009 13:19:32 Reference : 2X8 RAFTER Wood Material Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) 1250 Allowable Shear Stress for Wood (psi) 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi) 2400 Allowabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L.B. (psi) 1700000 Allowable Bending Stress for P.S.L. (psi) 2900 Allowabel Shear Stress for P.S.L. (psi) 285 Modulus of Elasticity for P.S.L. (psi) 2000000 DIMENSIONS: LI Left Cantilever Span (feet) 0 L2 Beam Span (feet) 7.66 L3 Right Cantilever Span (feet) 0 Max. Def. Lmax./240 Y/YES N/NO Max. Def. Lmax./360 Y/YES N/NO Max. Deflection (inchs) 0 Taper Section Vertical/Horizontal 0 / 0 Linear loads CASE XI X2 PI P2 FEET FEET PLF PLF A 0 7.66 90 90 B 0000 C 0 0 0 0 D 0000 E 0000 F 0 00 0 Point loads CASE X P FEET POUND A 0 0 BOO COO D 0 0 E 0 0 F 00 LINEAR LOAD COMBI A B C D Com.l 1000 E POINT LOAD A B C D 0000 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL 13:19:32 Reference : 2X8 RAFTER **** Summary Analysis *** ° Value Locat. ft. ° Moment Max.tf.ft 660.1005 3.83 ° Moment Min.tf.ft 00° Shear Max. # 343.3212 0 ° Shear Min. # -344.7 7.66 ° Reaction Left # 344.7 Reaction Right# 344.7 ° Sec. Max. Locat. 1 .180614 3.79936 2 .2068458 3.79936 3 .2265943 3.79936 4 .3439969 3.79936 Min. -3.507412E- -4.017857E- -4.400685E- -6.680652E- Section 1 1x8 2 2x6 3 3x5 4 4x4 Locat . 3 7.64468 3 7.64468 3 7.64468 3 7.64468 Bending psi Stress Locat. 1205.606 3.83 1047.432 3.83 938.8096 3.83 1108.507 3.83 Stress Locat. 95.08966 7.66 62.67273 7.66 45.96 7.66 42.20816 7.66 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 13:19:48 Reference :2X6 RAFTER Wood Material Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) 1250 Allowable Shear Stress for Wood (psi) 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi) 2400 Allowabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L.B. (psi) 1700000 Allowable Bending Stress for P.S.L. (psi) 2900 Allowabel Shear Stress for P.S.L. (psi) 285 Modulus of Elasticity for P.S.L. (psi) 2000000 DIMENSIONS: LI Left Cantilever Span (feet) 0 L2 Beam Span (feet) 5.33 L3 Right Cantilever Span (feet) 0 Max. Def. Lmax./240 Y/YES N/NO Max. Def. Lmax./360 Y/YES N/NO Max. Deflection (inchs) 0 Taper Section Vertical/Horizontal 0 / 0 Linear loads CASE XI X2 PI P2 FEET FEET PLF PLF A 0 5.33 90 90 B 0000 C 0000 D 0000 E 0000 F 0000 Point loads CASE X P FEET POUND A 0 0 B 00 COO D 0 0 E 00 F 0 0 LINEAR LOAD COMBI A B C D Com .11 0 0 0 POINT LOAD A B C D 0000 E CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL 13:19:49 (0 Reference ....•2X6 RAFTER **** Summary Analysis *** Value Locat. ft. Moment Moment Shear Shear Max . # . Min.#. Max. Min. Reaction Left ft ft # # # Reaction Right# Sec. 1 9 2 3 4 Max. .697734E-2 0885302 1128953 2212747 319.6001 0 238.8906 -239.85 239.85 239.85 Deflection Locat . 2.64368 2.64368 2.64368 2.64368 2. 0 0 5. 665 33 (inches) -1. -1. -2. -4. Min. o o o 0 o 0 o 883737E- 719427E- 192667E- 297825E- Bending psi Section 1 2 3 4 3 3 3 3 1x6 2x5 3x4 4x3 Locat . 5.31934 5.31934 5.31934 5.31934 Stress 1014.268 757.5707 751.3864 1051.941 Shear Stress 87.21818 53.3 41.11714 41.11714 Locat. 2. 2. 2. 2. (psi 665 665 665 665 ) - Locat 5 5 5 5 .33 .33 .33 .33 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 13:20:36 Reference :RB2 P.S.L. Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) 1250 Allowable Shear Stress for Wood (psi) 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi) 2400 Allowabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L.B. (psi) 1700000 Allowable Bending Stress for P.S.L. (psi) 2900 Allowabel Shear Stress for P.S.L. (psi) 285 Modulus of Elasticity for P.S.L. (psi) 2000000 DIMENSIONS: Ll Left Cantilever Span (feet) 0 L2 Beam Span (feet) 26.66 L3 Right Cantilever Span (feet) 0 Max. Def. Lmax./240 Y/YES N/NO Max. Def. Lmax./360 Y/YES N/NO Max. Deflection (inchs) 0 Taper Section Vertical/Horizontal 0 / 0 Linear loads CASE XI X2 PI P2 FEET FEET PLF PLF A 0 26.66 202.5 202.5 B 0000 C 0000 D 0000 E 0000 F 0000 Point loads CASE X P FEET POUND A 0 0 B 00 C 00 D 00 E 00 F 00 ll LINEAR LOAD COMBI A B C D Com.l 1000 POINT LOAD BCD 000 E CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date, time : 04-28-2009 13:20:36 Reference :RB2 **** Summary Analysis *** Moment Max.#.f t Moment Min.#.ft Shear Max. # Shear Min. # Reaction Left # Reaction Right# Sec. Max. 1 .9510354 2 1.135697 3 .9464138 4 1.127153 Value Locat. ft. ° 17991 13.33 ° 00° 2688.528 0 ° -2699.325 26.66 ° 2699.325 2699.325 ° Deflection (inches) -- Locat. Min. 13.22336 -1.846933E- 13.22336 -2.205548E- 13.22336 -1.837872E- 13.22336 -2.188834E- Section 1 3-1/2x16 2 4-3/8x14 3 5-1/4x14 4 7x12 Locat. 26.60668 26.60668 26.60668 26.60668 Bending psi Stress Locat. 1445.705 13.33 1510.615 13.33 1258.845 13.33 1285.071 13.33 Shear (psi) — Stress Locat. 72.30334 26.66 66.10592 26.66 55.08826 26.66 48.20223 26.66 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 13:21:25 Reference :RB1 P.S.L. Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) 1250 Allowable Shear Stress for Wood (psi) 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi) 2400 Allowabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L.B. (psi) 1700000 Allowable Bending Stress for P.S.L. (psi) 2900 Allowabel Shear Stress for P.S.L. (psi) 285 Modulus of Elasticity for P.S.L. (psi) 2000000 DIMENSIONS: LI Left Cantilever Span (feet) 0 L2 Beam Span (feet) 23.5 L3 Right Cantilever Span (feet) 0 Max. Def. Lmax./240 Y/YES N/NO Max. Def. Lmax./360 Y/YES N/NO Max. Deflection (inchs) 0 Taper Section Vertical/Horizontal 0 / 0 Linear loads CASE XI X2 PI P2 FEET FEET PLF PLF A 0 23.5 495 495 B 0000 C 0000 D 0000 E 0000 F 0000 Point loads CASE X P FEET POUND A 0 0 BOO COO D 0 0 E 0 0 F 0 0 COMB I Com. 1 LINEAR LOAD BCD 000 POINT LOAD BCD 000 E CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL 13:21:26 114 Reference :R!31 **** Summary Analysis *** ° Value Locat. ft. ° Section Moment Max.#.ft Moment Min.#.ft Shear Max. # Shear Min. # Reaction Left # Reaction Right# Sec. Max. 1 .9857105 2 1.122787 3 .9356554 4 1.047499 34170.47 0 5792.985 -5816.25 5816.25 5816.25 - Deflection Locat . 11.656 11.656 11.656 11.656 11.75 ° 1 0 ° 2 0 ° 3 23.5 ° 4 o Min. -1.914538E-2 -.0218048 -1.817082E-2 -2.034236E-2 3-1/2x18 4-3/8x16 5-1/4x16 7x14 Locat. 23.453 23.453 23.453 23.453 Bending psi Stress Locat. 2169.553 2196.673 1830.561 1793.203 Shear Stress 138.4821 124.6339 103.8616 89.02423 11.75 11.75 11.75 11.75 (psi) Locat. 23.5 23.5 23.5 23.5 2ASA ENGINEERING INC 9225 DOWDY DR SUITE 220 BAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 13:22:22 Reference :RB3 P.S.L. Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) 1250 Allowable Shear Stress for Wood (psi) 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi) 2400 Allowabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L.B. (psi) 1700000 Allowable Bending Stress for P.S.L. (psi) 2900 Allowabel Shear Stress for P.S.L. (psi) 285 Modulus of Elasticity for P.S.L. (psi) 2000000 DIMENSIONS: LI Left Cantilever Span (feet) 0 L2 Beam Span (feet) 6 L3 Right Cantilever Span (feet) 0 Max. Def. Lmax./240 Y/YES N/NO Max. Def. Lmax./360 Y/YES N/NO Max. Deflection (inchs) 0 Taper Section Vertical/Horizontal 0 / 0 Linear loads 2ASE XI X2 PI P2 PEET FEET PLF PLF A 0 0 0 0 B 0000 C 0000 D 0000 E 0000 F 0000 Point loads CASE X P FEET POUND A .6 2684 B 4.9 2684 C 0 0 D 0 0 E 0 0 F 0 0 LINEAR LOAD COMBI A B C D Com .10 0 0 0 POINT LOAD BCD 100 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 13:22:23 Reference :RB3 **** Summary Analysis ***o Bending psi Value Locat. ft. ° Section Stress Moment Max . # . f t Moment Min.#.ft Shear Max. # Shear Min. # Reaction Left # Reaction Right# Sec. Max. 1 3.384363E-2 2 2.707488E-2 3 2.256241E-2 4 1.692181E-2 2705.472 0 2907.667 -2460.333 2907.667 2460.333 Deflection Locat . 3.084 3.084 3.084 3.084 4 0 0 4 (i: -7 -5 -4 -3 .896 ° 1 0 2 0 3 .908 ° 4 o T"l /^'T"! A C* ^ncnes^ Min. .116649E-4 .693855E-4 .744733E-4 .558325E-4 3-1/2x9-1/2 4-3/8x9-1/2 5-1/4x9-1/2 7x9-1/2 Locat . 5.988 5.988 5.988 5.988 616.6807 493 .3446 411.1205 308.3404 Shear Stress 131.1729 104.9383 87.44862 65.58647 Locat . 4. 896 4.896 4.896 4.896 (psi) - Locat . 012 .012 .012 .012 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 13:22:49 Reference :RB4 P.S.L. Design Section MATERIAL PROPERTIES Allowable Bending Stress for Wood (psi) 1250 Allowable Shear Stress for Wood (psi) 106 Modulus of Elasticity for Wood (psi) 1600000 Allowable Bending Stress for G.L.B. (psi) 2400 Allowabel Shear Stress for G.L.B. (psi) 165 Modulus of Elasticity for G.L.B. (psi) 1700000 Allowable Bending Stress for P.S.L. (psi) 2900 Allowabel Shear Stress for P.S.L. (psi) 285 Modulus of Elasticity for P.S.L. (psi) 2000000 DIMENSIONS: LI Left Cantilever Span (feet) 0 L2 Beam Span (feet) 6 L3 Right Cantilever Span (feet) 0 Max. Def. Lmax./240 Y/YES N/NO Max. Def. Lmax./360 Y/YES N/NO Max. Deflection (inchs) 0 Taper Section Vertical/Horizontal 0 / 0 Linear loads CASE XI X2 PI P2 FEET FEET PLF PLF A 0000 B 0000 C 0000 D 0 00 0 E 0000 F 0000 Point loads CASE X P FEET POUND A 3 2684 B 00 C 00 D 00 E 00 F 00 COMB I Com. 1 LINEAR LOAD BCD 000 E POINT LOAD A B C D 1000 CASA ENGINEERING INC 9225 DOWDY DR SUITE 220 SAN DEIGO CALIFORNIA 92126 Job number....:GRILL Date,time :04-28-2009 13:22:49 Reference :RB4 **** Summary Analysis ***o Value Locat. ft. ° Moment Moment Shear Shear Max.#.ft Min.#.ft Max. # Min. # Reaction Left # Reaction Right# Sec. 1 4 2 3 3 2 4 2 Max. .123136E-2 .298507E-2 .748759E-2 .061568E-2 4026 0 1342 -1342 1342 1342 Deflection Locat . 2.976 2.976 2.976 2.976 3 0 0 3 (i: -7 -6 -5 -3 0 o o .012 ° o T"l /"* Vl G C! Incnefa / Min. .500945E- .00099E-4 .000639E- .750472E- Bending psi Section Stress 1 2 3 4 4 4 4 3 4 5 -1/2x9-1/2 -3/8x9-1/2 -1/4x9-1/2 7x9-1/2 5 5 5 5 Locat . .988 .988 .988 .988 917 734 611 458 .6795 .1436 .7863 .8398 Shear Stress 60. 48. 40. 30. 54136 43308 3609 27068 Locat . 3 3 3 3 (psi) - Locat . . . . 012 012 012 012 ** .K / K- L- M. N7 # 9/ 4 R MATERIAL 3/8" PLY. SIR. 1 3/8" PLY. SIR. 3/8" PLY. SIR. 3/8" PLY. SIR. 3/8" PLY. SIR. 1/2" PLY. SIR 1/2" PLY. SIR 1/2" PLY. SIR 1/2" PLY. SIR STUCCO 9 NAILING 8d @ 6"O.C. 8d @ 4"O.C. 8d @ 3"O.C. 8d @ 2.5"O.C. 8d 9 2"O.C. 10d 9 6"O.C. 10d 9 4"O.C. 10d 9 2.5"O.C. 10d 9 2"O.C. ALLOWABLE SHEAR 280#/' 430#/' 550#/ 640#/ 730#/ 340#/' 51 Of/ 770#/ 870#/ "1" 180#/ SHEAR TRANSFERNAILING 16d 9 6"O.C. A35@12"O.C, A35@10"O.C. A35@8.5" A35@7"O.C. A35@16"O.C. A35@10"O.C. A35@7"O.C. A35@6"O.C. A35@36"O.C. SILL NAILING 16d 9 6"O.C. 16d@12"3.5"O.C, 16d@3"O.C. 16d@2"O.C. 16d@2"O.C. 16d 9 5"O.C. 16d 9 3.5"O.C. 16d@2"O.C. 16d@2"O.C. 16d © 8"O.C. ANCHOR BOLTS 5/8"DIA.@ 48"O.C. 5/8"DIA.@ 32"O.C. 5/8"DIA.@ 24"O.C. 5/8"DIA.@ 24"O.C. 5/8"DIA.@ 16"O.C. 5/8"DIA.@ 48"O.C. 5/8"DIA.@ 32"O.C. 5/8"DIA.@ 16"O.C. 5/8"DIA.@ 16"O.C. 5/8"DIA.@ 48"O.C. FRAMING NOTES USE 3X FRAMING- USE 3X FRAMING USE 3X FRAMING USE 3X FRAMING USE 3X FRAMING USE 3X FRAMING . USE 3X FRAMING -f- . . 1- EDGE AND BOUNDARY NAILING ARE REQUIRED TO BE IN A MINIMUM 3" SILL, BLOCK OR POST STAGGER NAILS OR PREDRILL TO PREVENT SPLITTING. 2- TOE NAILING 3- SHEAR TRANSFER BLOCK 2X4 MINIMUM. 4- PREDRILL NAIL HOLES. 5- SEE SHEAR TRANSFER DETAILS. 6- BEARING BASED ON |2D.F. SILL PLATE REDUCE SPACING 20% FOR HEM-FIR PLATES. ALL ANCHOR BOLTS SHALL BE A MINIMUM 10"IN LENGTH. 7- 3XSILL PLATES. 8- I.C.BO. APPROVED POWDER-ACTUATED FASTENERS. 9- EXPANDED METAL OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER. 10- NO. 11 GAUGE 1 1/2"LONG 7/6" HEAD @ 6" O.C. OR NO. 16 GAUGE, STAPLES 7/8" LEGS @ 6" O.C. APPLIES TO NAILING AT ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. 11- VALUES FOR GYPSUM PRODUCTS MUST BE REDUCE 50% FOR SEISMIC LOADING IN ZONE 3 & 4. ** SHEAR PANEL DESIGNATION FOR SHEAR PER FT GREATER THEN 350| /FT USE 3X FRAMING FOR ALL FRAMING INCLUDING SILL PLATE MAXIMUM RATIO HIGHT/WIDTH <= 2 FOR BOTH SIDES SHEAR PANEL, DOUBLE THE NUMBER OF ANCHOR BOLTS, DOUBLE THE NUMBER OF SILL NAILING, DOUBLE THE NUMBER OF A35 & USE 3X FRAMING. ALL CONNECTION SHALL HAVE A METAL CONNECTOR AS SPECIFIED IN THIS TABLE ALL BEARING POST ARE 4X4 U.N.O. ALL PARTITION WALLS ARE 2X4 @ 24"O.C. U.O.N. 12- VALUES FOR GYPSUM PRODUCTS 3/8" DIAM. LAG SCREW @ 3" O.C. PRE DRI'' r\r\\/ tin ir*r~vi~ k n~i~r\r~r\/or\.i \ 3-D -5073lb Loads: BLC 3, TOTAL CASA Engineering, Inc. Apr 28, 2009 at 10:53 AM foundation design.rSd IBC2006 (1613), ASCE 7-05 CHAPTER 11,12,13 SEISMIC DESIGN CRITERIA Response Spectral Ace. (0.2 sec) Ss = 160.00%g Response Spectral Acc.( 1.0 sec) S, = 60.30%g Soil Site Class l_! Site Coefficient Fa= 0.900 Site Coefficient Fv= 2.400 Max Considered Earthquake Ace. SMS = Fa.Ss Max Considered Earthquake Ace. SM1 = FV.S, @ 5% Damped Design SDS = 2/3(SMS) SD1 = 2/3(SM1) Building Occupancy Categories! Design Category Consideration: Seismic Design Category for 0.1 sec Seismic Design Category for 1 .Osec S1 < J5g Since Ta < .8Ts (see below), SDC = Comply with Seismic Design Category D 12.8 Equivalent lateral force procedure H, Standard Flexible Diaphragm v w = 1.600g Figure 22-1 through 22-14 = 0.603g Figure 22-1 through 22-14 Table 20-3-1, Default =D Table 11.4-1 Table 11.4-2 (11.4-1) (11.4-2) (11.4-3) (11.4-4) Table 1-1 = 1.440 = 1.447 = 0.960 = 0.965 D D NA D with dist. between seismic resisting system >40ft Table 11.6-1 Table 11.6-2 Section 11.6 Control (exception of Section 11.6 does not apply) IRC, Seismic Design Category = D2 T-R301.2.2.1.1 A. BEARING WALL SYSTEMS T-12.2- Seismic Force Resisting Systems 113. Light-framed walls sheathed with wood structural panels rated for shear resistance or steel sheets C,= 0.02 Building ht. Hn= 12 Cu= 1.400 Approx Fundamental period, Ta = C,(hn)x = 0.129 Calculated T shall not exceed < Cu.Ta = 0.181 O.STs = 0.8(SD1/SDS) = 0.804 Is structure Regular & < 5 stories ? iNo K I Response Spectral Acc.( 0.2 sec) Ss= 1.600g Fa = 0.90 @ 5% Damped Design SDS = %(Fa.Ss) = 0.960g x = 0.75 T-12.8-2 ft Limited Building Height (ft) = 65 for SD1 of 0.965g Table 12.8-1 12.8-7 TL = .266 Sec Use T= 0.181 sec. Control (exception of Section 11.6 does not apply) 12.8.1.3 (11.4-3) Response Modification Coef. R = Over Strength Factor Q, = Importance factor 1 = Seismic Base Shear V = or need not to exceed, Cs = orCs = Cs shall not be less than = Min Cs = Use Cs = Design base shear V = 12.14 Simplified Seismic base shear @ 5% Damped Design SDS = F = V = 6.5 2.5 1 CSW SDS R/l SD, SD1TL 0.01 0.5S,I/R 0.148 0.148 W -0 148 = 0 822 M/A = 0.046 Control Table-1 2.2-1 foot note g Table 11. 5-1 ForT<TL For T > TL ForS, >0.6g (12.8-2) (12.8-3) (12.8-4) (12.8-5) (12.8-6) 13. Light-framed walls sheathed with wood structural panels rated for shear resistance or steel sheets w 0.960 1.1 FSDS(W) SDC= D For two-story building = 0.162W Limitations: P R= 6.5 T-12.14 13.3 Seismic Demands on Nonstructural Components Fp= 0.4apSDSWp(1+2z/h)(13.3-1)SDS= 0.960 ap=1 MaxFp = z=2ft h = 2ft 1.6SDSlpWp = 1.536Wp MinFp= 0.3SDSIPWP = 0.288Wp FP= 0.461 Wp 12.11.1 Structural Walls and Their Anchorage Fp= 0.40SDSIWW = 0.384(W) 12.11.2 Anchorage of Concrete or Masonry structural Walls (flexible diaphragm) T-1 3.5-1 or 13.6-1 13.1.3 FP= 0.461 Wp (13.3-2) (13.3-3) 12.11.1 IBC2006 (1613), ASCE 7-05 CHAPTER 11,12,13 SEISMIC DESIGN CRITERIA 1' Response Spectral Ace. (0.2 sec) Ss = 160.00%g = 1.600g Figure 22-1 through 22-14 Response Spectral Acc.( 1.0 sec) S, = 60.30%g = 0.603g Figure 22-1 through 22-14 Soil Site ClassIE \w\ Table 20-3-1, Default = D Site Coefficient Fa = 0.900 Table 11.4-1 Site Coefficient Fv = 2.400 Table 11.4-2 Max Considered Earthquake Ace. SMS = Fa.Ss = 1.440 (11.4-1) Max Considered Earthquake Ace. SM1 = FV.S., = 1.447 (11.4-2) @ 5% Damped Design SDS = 2/3(SMS) = 0.960 (11.4-3) SD1 = 2/3(SM1) =0.965 (11.4-4) Table 1-1Building Occupancy Categories! n. Standard orFp=400SDSl =384 Fp= 0.8SDSI(WW) = 0.768 Wp Max Seismic Load EM= QQE±0.2SDSD Where £i0 = 2.5 0.2SDSD = 0.192(0) Deflection Amplification factor Cd = 4 Nonbuilding structures, Section 15 Response Modification Coef. R = 3 Importance factor I = 1 For flexible nonbuilding, Cs = SDSI/R = 0.320 MinCs= 0.03 orCs=0.8S,l/R =0.161 V = 0.320 W For rigid nonbuilding, Cs = 0.3 SDS I = 0.288 W DESIGN RESPONSE SPECTRAL CURVE shall be > 280 #/ft (12.11.1) (12.4.4), (12.4.5), (12.4,6), (12.4.7) T-15.4-1 or T-15.4-2 15.4.1.1 (15.4-1) (15.4-2) (15.4-5) 1.200 - «T 2 — WC5 «en GB£ WO>a. ( T0= 0.2SD,/SDS =0.201 sec. TS=SD1/SDS =1.005 sec. TL= 0 Sec 11.4.5 , R -ffiS_.JTVr + 4R_. t'lfi-A9\ £ I \ I >^— S, = Sn,/T (16-43) / ^^ > ^*^ -3a - •3D1TL'r -i \ 0.5 1 1.5 2 2.5 3 3.5 ' Period T sec. t PGA To Design spectr Period, T 0.181 0.191 0.201 0.200 1.005 1.105 1.205 1.305 1.405 1.505 1.605 1.705 1.805 1.905 2.005 2.105 2.205 2.505 2.805 3.105 3.405 CERTIFICATE OF COMPLIANCE (Part 1 of 2) ENV-1 -C PROJECT NAME /•> ,<-* tSAy L/I Ie-'$ 6r«~U Rcvta.vr<wft PROJECT ADDRESS ' 2*~t $oC~ctr($katc!( pt\r*l . PRINCIPAL DESIGNER-ENVELOPE &&\J\ci Mc^i/llCy DOCUMENTATION AUTHOR GENERAL INFORMATION DATE OF PLANS Q H^iQ BUILDING TYPE PHASE OF CONSTRUCTION METHOD OF ENVELOPE COMPLIANCE SUPPORTING FORMS SUBMITTED 0<j BUILDING CONDITIONED FLOOR AREA X.NONRESIDENTIAL P RELOCATABLE - Indicate. P NEW CONSTRUCTION ^COMPONENT ^ENV-2-C (Component) TELEPHONE 7G>t> Vil *?4>2.t_ TELEPHONE 7bOltlitcHe>i1- DATE ^•-^..(D<7 Building Permit # Checked by/Date Enforcement Agency Use jfi*/ CLIMATE ZONE 7 P HIGH-RISE RESIDENTIAL P HOTEL/MOTEL GUEST D specific climate - list , or D all climates P ADDITION JB ALTERATION P UNCONDITIONED (file P OVERALL ENVELOPE 1P ENV-3-C (Overall Envelope) P ENV-4-C (Skylight Worksheet) ILjD STATEMENT OF COMPLIANCE 11 This Certificate of Compliance lists the building features and performance specifications need to comply with Title 24, Parts 1 and 6 of the Californi Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistei with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. Thl proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 Title 24, Part 6. Please check one: I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the pers> responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a license! architect. "* " LJ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. LJ I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. (These sections of the Business and Professions Code areorinted in full in the Nonresidential Manual.) PRINCIPAL ENVELOPE DESIGNER-NAME SIGNAT DATE LIC 0 ENVELOPE MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT ENVELOPE COMPLIANCE & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. D ENV-1-C D ENV-2-C D ENV-3-C D ENV-4-C Certificate of Compliance. Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. Use with the Envelope Component compliance method. Use with the Overall Envelope compliance method. Optional. Use for the minimum skylight requirements for large enclosed spaces. 2005 Nonresidential Compliance Forms CERTIFICATE OF COMPLIANCE (Part 2 of 2) ENV-1 -C Project Name ^ Gu'ay^fe.'j C,r, (I Reffa^ra*-f DATE 5-^-09 OPAQUE SURFACES A Surface Type W«ll l» l» «r fttof B Construction Type \Ao<**t.\\ \\ \ * • ( c Areanit<*£ ZfUs<a 531 0 U-factor_ — - — E Insulation Cavity fc-vS R-(^ R-i^ R-13 R-ri Continuous — — — — F Actual Azimuth JL*3 •>r* 5"3 m W/A G Tilt V »l ( ' 1' H H Condition Status* f\ tl < > i 1 A \ Joint Appendix IV Reference IV/M3i • " " I/. (A3 J Location/Com m ents (e.g.. Suspended Ceiling, Demising, etc.) Ex+er/uf i - it t* K NOTES TO FIELD - For Building Dept. Use Only • N, E, A, (New. Existing, Altered) FENESTRATION SURFACES S DMore than or equal to1 0,000 ft2 of site-built fenestration area must include a label certificate issued by NFRC or provide a CEC Default Label Certificate using the default U-factors from Standards Tables 1 16-A and B. Certificate shall be filed in the contractor's project office during construction and in the building manager's office after construction. A Fenestration Name Fft^n P/HWX PATIO boo Si B Fenestration Type Window Window Window Window Window Skylight Skylight Skylight Skylight Skylight C Area 80 2.0 D Azimuth IH3 ZS3 E U-factor _ - F U-factor Type1 DAN DDI^ DDK ODD ODD ODD DL1D DDD nnn ODD nnn I G Fenestration SHGC H SHGC Type2 D C N DDE^ DOS nnn nnn nnn nnn nnn nnn nnn nnn i Condition Status3 N N j Location / Comments e*fryf5>> To fcfi o K NOTES TO FIELD - For Bldg. Dept. Use Only ' U-factor Type: D. A or N (D for Default Table from Section 116, A for ACM Manual Appendix Default Table, or N for NFRC Labeled) 1 SHGC Type: D, C or N (D for Default Table from Section 1 16, C for Center of Glass, or N for NFRC) 1 Condition Status: N, E, or A (New. Existing, or Altered).. EXTERIOR SHADING Fenestration Name tf/A Exterior Shade Type SHGC Window Height Width Overhang Length Height LExt.RExt MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES */ nTne Proposed building is in climate zones 2 through 15 and contains an enclosed space with floor area greater than 25,000 ft2, a ceiling height greater than 1 5 feet, and an LPD for general lighting of at least 0.5 Wffl2 See Section I43(c). If this box is checked, ENV-4-C must be filled out. NOTES TO FIELD • For Building Department Use Only 2005 Nonreisdential Compliance Form December 2005 ENVELOPE COMPONENT METHOD (Part 1 of 2) ENV-2-C PROJECT NAME ...GL/«yule-£ Grill R«st«n. DATE WINDOW AREA CALCULATION A. DISPLAY PERIMETER B. GROSS EXTERIOR WALL AREA ~f C. ENTER LARGER OF A OR B D. ENTER PROPOSED WINDOW AREA / 5" FT x 6 FT = kg SFx0.40 = °(O SF 3,07 SF 307 SF \0o SF DISPLAY AREA 40% Of GROSS EXTERIOR WALL AREA MAXIMUM STANDARD AREA PROPOSED WINDOW AREA If the PROPOSED WINDOW AREA is greater than the MAXIMUM STANDARD AREA then the envelope component method may not be used. E. WINDOW WALL RATIO = Proposed Window Area Divided by Gross Exterior Wall Area = F. WEST DISPLAY PERIMETER ~* G. WEST EXTERIOR WALL AREA 2 | H. ENTER THE LARGER OF F AND G I. ENTER PROPOSED WEST WINDOW AREA ( FT x 6 FT = (0 SF x 0.40 = I 8 SF $><oM SF a. 4 SF 20 SF 0. (3> WEST DISPLAY AREA 40% of WEST EXTERIOR WALL AREA MAXIMUM STANDARD WEST AREA PROPOSED WEST WINDOW AREA If the PROPOSED WEST WINDOW AREA is greater than the MAXIMUM STANDARD WEST AREA then the envelope component method may not J. WEST WINDOW WALL RATIO = Proposed West Window Area Divided by West Exterior Wall Area = | SKYLIGHT AREA CALCULATION A. ATRIUM or SKYLIGHT HEIGHT B. IF Atrium/Skylight Height in A £ 55 FT C. IF Height in A > 55 FT D. PROPOSED SKYLIGHT AREA FT GROSS ROOF AREA SFx0.05 SFx0.10 STANDARD ALLOWED SKYLIGHT AREA SF SF O SF If the PROPOSD SKYLIGHT AREA is greater than the STANDARD ALLOWED SKYLIGHT AREA then the envelope component method may not be used. SKYLIGHTS SKYLIGHT NAME (e.g., Sky-1,Sky-2) Isj£>l0fc SKYLIGHT GLAZING V With Curb ^P D^ D D D D D / With No Curb D ^°^D D D D D ^ Plastic D n ^•0— n n n n #OF PANES . U-FACTOR PROPOSED ^-^. ALLOWED ""-^•^^ SOLAR HEAT GAIN COEFFICIENT PROPOSED — ~~. ALLOWED ^~ RELOCATABLE PUBLIC SCHOOL BUILDINGS - See §143(a)8 in the Energy Standards LJ For Specific Climate Zone, use Table HH Specific Climate Zone Metal Identification Label - Place two labels on each 143-A - Prescriptive Envelope Criteria. relocatable building and indicate on the building plans. D For Any (All) Climate Zone, use Table D Any (All) Climate Zone Metal Identification Label - Place two labels on each 143-C - Prescriptive Envelope Criteria. relocatable building and indicate on the building plans. 2005 Nonresidential Compliance Forms June 2005 ENVELOPE COMPONENT METHOD PROJECT NAME \~)\JO(.\fi) l<2/.i (3/"' *l i?€ £ t&u/'&sCt' QOOL ROOFS - LOW-SLOPED - See Section 3.4 in the NRM and §118(i) des&ciption about exterior roofs and mandatory requirements for Cool FJpofs. S CHES£ APPLICABLE BOXES T&T (Part 2 of 2)ENV-2-C | DATE _ 3 and §143(a)1 in the Energy Standards for further WDpp IS Sk^/^D- 6c£>£- ID OptionXjested - Initial Thermal Emittance > 0.75 and Intial Solar Reflettagce > 0.70 &<X> p £££^A«£/4Ui07l [Proposed emittar>se and reflectance must be > the standard when testetkwith CRRC-1. 1 . Enter proposed initial th^nnal emittance, £-mn\a\ 2. Enter the proposed initial soTat^reflectance, pinitia| Proposed > 0.75 If proposed > to the Standard then it complies. > 0.70 If proposed > to the Standard then it complies. 3. When applying Liquid Field Appthed Coatings, the coating must be appl ed with a minimum dry mil thickness of 20 mils across the entire roof surface and meet minimum p&Ftorjnance requirements listed in §1 18(i)3 and Table 1 18-C. Select the applicable coating: D Aluminum-Pigmented Asphalt Roof Coating D Cemeht^ased g 0(he H Option 2 - CRRC-1 Tested - Initial Thermal Emittartoe^< 0.75 Proposed initial thermal emittance < 0.75 when tested with CRRC-1. 1. Enter proposed initial thermal emittance, &mma\ Proposed1 2. Enter the initial solar reflectance, pjnjtja \ Standard ^v<0.75 0.70 + [0.34 X^T^Einitia,)] ^S^ 3o to line 2. Insert Ejnitiai value in calculation. Standard 'initial = 3. To apply Liquid Field Applied Coatings, the coating must be applied with a minimum dry rnirthjckness of 20 mils roof surface and meet minimum performance requirements listed in §1 18(i)3 and Table 1 18-C. Select'ttie^applicable D Aluminum-Pigmented Asphalt Roof Coating D Cement-Based n Qtner Roof Coating ^\ across the entire coating: ^^ S D CRRC-1 Label Attached to Submittal "\. (Note if no CRRC-1 label is available, this compliance method can not be used). ^^v OPAQUE SURFACES ASSEMBLY NAME (e.g. Roof-1,Wall-1, Floor-, Soffits, etc...) j?0oF-\ </sMU-- ( TYPE (e.g. Roof, Wall, Floor, demising, HEAT etc...) CAPACITY fteoF vvMl^t- — INSULATION R-VALUE* ASSEMBLY U-FACTOR* PROPOSED R-13 R-i3 MINIMUM ALLOWED PROPOSED f?-ll R-il — - Joint Appendix IV REF • . MAXIMUM ALLOWED . . * For each assembly type, meet the minimum insulation R-value or the maximum assembly U-factor. WINDOWS WINDOW NAME (e.g., Window-1, Window-2) GLASS &00R.5 ORIENTATION ,/ N D P D D n ,/ E D D D D D ^ s 13 D D D D ^ w H D D D n Fenestration U-FACTOR PROP. ,7k ALLOW. •77 #OF PANES * Fen. SHGC* .3 PROPOSED RSHG H •S V - HA/ — OHF 1 PROP. RSHG , <aO ALLOWED RSHG .<*/ * From Fenestration Surfaces ENV-1-C, Part 2, Column G, or when Column H has a "C" identifier, calculate using the center of glass value SHGCc in SHGCFEN = .08 + (.86 x SHGCc) and enter value. 2005 Nonresidential Compliance Forms June 2005 CERTIFICATE OF COMPLIANCE (Part 1 of 3) MECH-1 -C PROJECT NAME \yuai\j v/> lc/.i Gn M Pg, s^c?w> fd/^'Y PROJECT ADDRESS Z.T8 ° C~af($b&cl B f ^H . PRINCIPAL DESIGNER-MECHANICAL Lj^tv/iCl /"vtxf^j ^ICy DOCUMENTATION AUTHOR , f GENERAL INFORMATION DATE OF PLANS 0 1 - ts*> f BUILDING TYPE E TELEPHONE 7bC*H(H <?b'2.1. TELEPHONE 7feiP*f/tf *7^^-^ DATE Buildina Permit Checked bv/Date Enforcement Agency Use BUILDING CONDITIONED FLOOR AREA 5" 3 H £ NONRESIDENTIAL D HIGH RISE PHASE OF CONSTRUCTION D NEW CONSTRUCTION D ADDITION CLIMATE ZONE 7 RESIDENTIAL D HOTEL/MOTEL GUEST ROOM [^ALTERATION D UNCONDITIONEID (file affidavit) PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT 1ST ENVELOPE COMPLIANCE ATTACHED | STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOUMENTATION AUTHOR SIGNATUR DATE 5- The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 100, 101, 102, 110 through 115, 120 through 125, 142, 144 and 145. Ud The plans & specifications meet the requirements of Part 6 (Sections 10-103a). Ld The installation certificates meet the requirements of Part 6 (10-103a 3). La The operation & maintenance information meets the requirements of Part 6 (10-103c). Please check one: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) uZT I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described pursuant to Business and Professions Code sections 5537, 5538, and 6737.1. LJ Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT MECHANICAL COMPLIANCE & WORKSHEETS (check box if worksheet is included) D MECH-1-C D MECH-2-C D MECH-3-C D MECH-4-C Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required on plans for all submittals Certificate of Compliance. Part 1 of 3, 2 of 3, 3 of 3 are required for all submittals, but may be on plans. Certificate of Compliance are required for all submittals with mechanical ventilation, but may be on plans. Certificate of Compliance are required for all prescriptive submittals. but may be on plans. 2005 Nonresidential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE (Part 2 of 3) MECH-1 -C PROJECT NAME -_ DATE G7U*y^U'<» & T' H f-H-oq Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space- conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-1 -A, Form shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10- 103(b) and Title 24 Part 6. Test Description ^ D MECH-2-A: Ventilation System Acceptance Document • Variable Air Volume Systems Outdoor Air Acceptance • Constant Air Volume Systems Outdoor Air Acceptance Test required on all New systems both New Construction and Retrofit. Equipment requiring acceptance testing *^ /n ^ D MECH-3-A: Packaged HVAC Systems Acceptance Document Test required on all New packaged systems both New Construction and Retrofit. Equipment requirinq acceptance testing ™ //I S D MECH-4-A: Air-Side Economizer Acceptance Document Test required on all new air-side economizers for both New Construction and Retrofit. Units with economizers that are installed at the factory and certified with the Commission do not require equipment testing but do require construction inspection. Equipment requirinq acceptance testinq «^ / f\ Test Performed By: 2005 Nonresidential Compliance Forms April 2005 CERTIFICATE OF COMPLIANCE (Part 3 of 3) MECH-1 -C PROJECT NAME <5^ay ^ je '> (7fi l\ Test Description S D MECH-5-A: Air Distribution Acceptance Document 7/j/s tes/ required If the unit serves 5, 000 ft2 of space or /ess and 25% or more of the ducts are in nonconditioned or semiconditioned space like an attic. New systems that meet the above requirements. Retrofit systems that meet the above requirements and either extend ducts, replace ducts or replace the packaged unit. Equipment requiring acceptance testinq 1^ / n •/ D MECH-6-A : Demand Control Ventilation Acceptance Document All new DCV controls installed on new or existing packaged systems must be tested. Equipment requirinq acceptance testinq AJ /A ^ D MECH-7-A: Supply Fan Variable Flow Control Acceptance Document All new VAV fan volume controls installed on new or existing systems must be tested. Equipment requirinq acceptance testinq (^ /A / D MECH-8-A: • Hydronic System Control Acceptance Document • Variable Flow Controls, Applies to chilled and hot water systems. • Automatic Isolation Controls, Applies to new boilers and chillers and the primary pumps are connected to a common header. • Supply Water Temperature Reset Controls, Applies to new constant flow chilled and hot water systems that have a design capacity greater than or equal to 500, 000 Btu/hr. • Water-loop Heat Pump Controls, Applies to all new waterloop heat pump systems where the combined loop pumps are greater than 5 hp. • Variable Frequency Control, Applies to all new distribution pumps on new variable flow chilled, hydronic heat pump or condenser water systems where the pumps motors are greater than 5 hp. Equipment requirinq acceptance testinq ^ /A DATE 5-^-o-f Test Performed By: 2005 Nonresidential Compliance Forms April 2005 o1 «N 1 Xo UJ2 z> M—o T™ *J ^BOJ COH2 UJ«=tZ LJJor MM D O UJ fc S IR SYSTE< LU ^O OJECT NAME:DC Q. 0)coN Q)"5.c . o "5i:ao CO"s !^i— CO QC ir X 3p&iffit |l|l|iip§|pi "co too 1Q.to O (0 ••So. co 0)oc2aQ)o: ~r a -iU. . ^? Tt OCM % 1- Q) CO ^^2. vu•5u. r r- ro CM / 2 CO CM .--- •«» JD CM .I** 0 J^t™* 'nT Lf? T"~ o CM •^ **J- ff _ | -Q CM • • •*! 13U -— •. I -Q CM \ .r -^- 2 o CM 3 — 5 o CM H ~~^ Z •jj- CM CM 1 O CM ~^ 1 "5? CM CM 4- i cl \ 2 o CMCM L. •^ ^ 'oi CM CM ^ "*^^. XT•v. COCM -^. -Vs CM L v •3. S08 -2. 4 ^/ •v. Z 2~ t>a ns 4 (T) 2 2~ oa CO 4 9 .^n - 2 2 oa CO 4 1 u 4 ^~— Z u 4 — — a o 5 0 "0 ? ~~~ •z (U 5 — f < <^ 5 *• < 2" 3 -D cr u. 0) tt) Q) f 0) I c Q.ro D)ro ra D. cra co'tsOJ C 0) .9 o TO £0 O 'Q ^*~ "> cu l_ (/) -2 o C 00cc o CD 0-Q QJ 1 "*- ccu m « ro 3 D. (D O he referenolumn.reference t— o cc o ~ _ 0) 3t^ -C Q- 1/T c o 1=, 2D 5 CD is ? CD E 3 ^Si °- > "° 3 ^9- ro cg .y <" wS- « ^ c ^ x 1/5 "c "o 52. co {2 «l § CD |iJ a: 5 'S £ o 5 D o « o o> «'| °> 1 If! !i E, iftft i_ ! illK« yy*j CO ^2 UJQ.COQ.CO *^O Q. .£ . -g IUMnli.lhiiiim.lilJ.SI! lOiifls^QPc^oSri^ 00:00! E 0^(75^10^1 c. oCM Q. (DO i i 10§ <N 0 CO io UJ•••i2 UJ X LLJa: Qz g <_j H 111 ^O Z ^f Xo UJ UJgQ —~"~ i ^ V• — • r ^UJ PROJECT 173~ ^^*4 ZO I- ^lI— 5 . 5 HIz111 1 CO*) zoi- ^_ii-zLJLJ> |_J Z I 0 UJ S E 3 [E E 1 w m u Q. D OOo REA BASIS< Z i -3 ~ Z o u_ UJ 0 0 CO < i_ 1— & 3 c.2> EE -- 'o£ !< -§• ^ "g to X ^* _J CO .p 1 ° I o ° ^- M 0^x £ CQ 0 *cS ^ >^C35 5i *Q_ c 3? co Q Q-4- ro Q N CO c cD) O p <" = "S CQ) > Q 'o Oa < x £ K>|Q >, c lit*o<§m 5 i_ o Q Q- 0) Q. **~ CD E o"13 U)Z Q- .^ c -Q ro O IS ^ > x YT ^- 00 I&* c i 2ts < fc oO |l o ^ m V in 3 Q P <£^» e- 1 > -,)set <t 2 in - tn m i / m , / f Im / m /1 1 in / IT) •± ^* Co 'cU) c Dl CO U)Q "ro o cE D OO f CO _ro o * / i c\i Q) J2ro _ T— CNJ O U) cu Q. UJ *— O | Minimum ventilatiio "3 0 -Ci tnCDOroQ.tn oit- CD OQ. ^3Q. CDk.010^ £ 73ro w oCOO U).C M—o 0? 0 ID 73C CO 'cro Q.Dooo H—o 0) 1 c: 73 S CDQ-XQ) O> 4—0 CD ro 0) CD ^l-_o 'roCD 73 l^ C B'l73 CO CD iS UJ O o Q c E "o ~^, CO CO CO >-oz ^Q. Z)o ^zI'D CO CO CO UJ cro f— o 73 JS o roo CO "roi_ cg "ro "c0) Q) ^H—o CD Olt_JTO CD .C 1 D bm£.t co | Required Ventilati- ti( CDO Coi— fl) 73 CD -*-1 Q_ D CD roEo ^^~ c E3 0o L_ ^ tocro 1— 0 CO3 O X O "ro CT o crof— CD TSCD O) CD "to 1 — / ' v_o o CO X U. O roLL^ £ ° "5.Q. CO c 01 'co0) Q - / O Nti 1O o X^~.\ Condition area (ft:- / ' 1 o 0 CO o I c E | Maximum of Colu- f ~z. •3 Q. I lumnso0 •B E3CO U).n o "ro O" CD 0 ro "roCDu. O) 73 ro ~^c1 "oO 2 "ro O"CD 0 c COf-*-> COCO CDjQ to 1 co K - 73" S 1 i•i= E u~ —CD ° ^,S: v_ ^ <§ E3 g-IS ^c f~ ^r|!-2 .g> R <"5i ">i_ *— J ^ CD £ E -Q E ro•^ . . 5 I ^ cO) ^ QJ O ^i0) i_ C Cro o £ *5 ^_ —Q) =-^ Cro CD OJ-o co <D• — v_r'i- c ">p 0- 3 CD O £(_) >- "^ U).i= CD< 5 C 0)0 J2s sii*Z> U) 73 -.=0) T3 .b Q, §•£ fli OQ^ **~* IICD 0) CD o > C* ro73 .CCD -^ o ro<D 01(Dja D ^Transfer Air musttransfer air must tColumn H minus 1z IDOOC\l 0)u Io I1c [ENVELOPE MANDATORY MEASURES ENV-MM PROJECTl^AME DATE Guayule's Grill Restaurant 5/5/2009 DESCRIPTION Designer Enforcement X § 118(a) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. X § 118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. X § 117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). ;X § 116(a)1 Manufactured Doors and Windows installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U-value according to NFRC procedures. §118(e) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. EnergyPro 4.4 by EnergySoft User Number: 6803 Job Number. J7-097 Page: 1 of 8 MECHANICAL MANDATORY MEASURES Parti of2 MECH-MM PROJECT NAME Guayule's Grill Restaurant DATE 5/5/2009 DESCRIPTION Equipment and Systems Efficiencies §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. X §115(a) Fan type central furnaces shall not have a pilot light. §123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 2001 CMC Standards. Controls §122(e) Each space conditioning system shall be installed with one of the following: §122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or Designer Enforcement §122(e)1B An occupancy sensor to control the operating period of the system; or §122(e)1C A 4-hour timer that can be manually operated to control the operating period of the system. §122(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. §122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. X §122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. X §!22(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. EnergyPro 4.4 by EnergySoft User Number: 6803 Job Number: J7-097 Page:/ of 8 MECHANICAL MANDATORY MEASURES Part 2 of 2 MECH-MM PROJECT NAME Guayule's Grill Restaurant DATE 5/5/2009 Description Ventilation §121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. §122(f) All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. §121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or §121(f)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design mechanical engineer, (2) the installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or §121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or §121(f)4 Another method approved by the Commission. Service Water Heating Systems §l13(b)2 Designer Enforcement X §113(c) If a circulating hot water system is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. EnergyPro 4.4 by EnergySoft User Number, 6803 Job Number: J7-097 Page:8 of 8 UJ1 n MECHANICAL SCHE5 _0> 3 m3 O CO 1 •t: *j co 5 ^ -> 03 03 Q 8i_ "o0 LU 0 w •-: 1 1 = Oo ^ «D ^ m 2 1=5 — X CQ s •- 5 H o m HeaterModel & Efficiencciz 12 "E +1 ^ <D -r m rmittent ignition devicestanding pilot. Provid24v thermostat.I 1 inen CO 03 inO) >oCN --5c oCNCO ooo oo"CN OO 0 in CO o i! ^> u_ 0< 10 in N 03o 0O X —i 8?T3 03C 0 X _ COCL i m i/ide Schwank TruTemback Thermostat #JM-XX. Must duct flue gthrough the roof.|*« CD T — CO Q. E03 m > CN ^ O 1 ooo o CD O ^0_ CO o"Oo00 o"JX CN > OJ CD o rsiCO -? "D "C- CD "CD.fc 0C -C '*-" O CN •i-'• CDX Q- co 1 « CO 3 CD CD D 8 "o0 LU >> £ t Q. 30 Q- CPL 3 0CO E £ "° 0 Z x W "ffi 4^2 o'•*-/Q. b(/)0Q •ooo CO 3 (0 XUJ L Listed Kitchen HoodIntegrated PackageLU <* co COa. CDin m •"" 0 CD _ in X 0 0 > a.03O D. COD. ^ CO,_" CL 12 0 3Zo0o ^~ oX O LU X u> reLL (fl m XUJ CO "o Z ~ CO5 ±i ro CD Q "CDo £ LU .EO XCO LLo Q. X a.a: i_ ^ o"-*-*O_ '! OCO0Q L Listed Kitchen HoodIntegrated Packagei—LU CO 00 <-v LL o CO in T — inCO,— O)CO m o COoo T~ 0 OS0> Q.03 0 Model DU85HFAT — U. UJ L Listed Kitchen HoodIntegrated PackageLU CO 00 ^ LL O CO m inCO T- O)oo inr-- o COoo T~ 0 CD 0> Q.03 O Model DU85HFACN LL LU 0 E-t-~» o •<- m ^ X> CD ~O c C "^ O CD0 Q COT~ CO Q.E 03 o' OCM i O ' r O 03 |_ 20CQ %Grainger #4LA40Eo P co to LU S> 0E o •<- m ^ X> CD ~O c O O30 Q CO CO Q. E 03 CO o' OCM i O 1 ; O ^c JY03 |_ 2oOQ S Grainger #4LA40EoP -4— < LU £, CO 1 . CO ^ -1 wcreLL Q.3ira T3 § ccu u 03 03 D "CDo -i— •om LU LLo D. X CD nce "Ft M — ^ 0 |S. CJ CO0Q CO0 ,_ 1 i 1c0- i0 a,- ^ If E T3 03 OS a. o CO T3 „_Zi ^ ^ -i 2 gs1- TOOLU 0 coc o CM < u_ CN o T — r1 OCOCN O^f O in CM0CO 0m CO CDC35 0 CD 0> CD 0 Integral to EH 1AssemblyT — LLCO Q. 0 03 T3O0 vO 0CN CO 0T3 £ CL ^ ^ ^_l LL O CM > T- m T— 0 in o o 0m """ o CO Grainger #4YC91CN LL CO k "re X ^&re CO &oZ CO _l CO CDQ "CD0t."o0 LU "CD o d) O f: £ !~ LU — m 0N CO Eoz •ff M— ^ i Corrugated Metal Roofing Siding Page 1 of 1 Home About Products Building Industries Contact Corrugated 4 SS4" C-qjf^rag^. _fc ^^^^f^^^^-J^^^^^^^>r :• m>''f}t i iv^i^a .;;•• *;*»r«i*^j 24* GOVtRAQt » 2712* WIDTHS ^^ http://www.metalroofingsiding.com/products/metal_roofmg_siding/corrugated.php 6/23/2009 Codes Requirement on Expansion Tank for Water Heaters The Uniform Plumbing Code (Section 608.3) and the Uniform Mechanical Code (Section 1010) requires THERMAL EXPANSION TANK ( or Listed Equivalent) to be installed to water heating systems to relief excessive pressure build up in the heating process. Typical installations of THERMAL EXPANSION TANKS are shown below:- cr= Figure 1 S!*TOFF Hi COMMENDED tH*T*Li.At iGfi An equivalent LISTED THERMAL EXPANSION CONTROL VALVE is shown below:- Series DET Potable Water Expansion Tanks for Water Heaters and Hot Water Supply Systems Models DET-5-M1, DET-12-M1, DET-20-M1 and DET-35-M1 Series DET potable water expansion tanks are designed to absorb the increased volume of water created when the hot water storage tank is heated and to keep the system pressure below the relief setting of the T&P relief valve. It is a prepressurized steel tank with an expansion membrane that prevents contact of the water with the air in the tank. This prevents loss of air to the water and ensures long and trouble-free life for the system. These tanks may be used with all types of direct fired water heaters (gas, oil or electric) and hot water storage tanks. Features • Rugged flexible butyl diaphragm • Field adjustable precharge • In-line and free standing models • Can be used with most standard water heaters and storage tanks Specifications: DET-5-M1, DET-12-M1, DET-20-M1 The potable water expansion tank shall be of drawn steel con- struction and include a rigid polypropylene reservoir liner. It shall have a butyl diaphragm separating the air chamber from the water containing chamber. Inlet connector shall be stain- less steel lined. Materials of manufacture for the liner and diaphragm shall be FDA approved. The potable water expan- sion tank shall be a Watts Series PLT. Specifications: DET-35-M1 The potable water expansion tank shall be of drawn steel con- struction. It shall have a butyl diaphragm separating the air chamber from the water containing chamber. Inlet connector shall be brass model (DET-35-M1: stainless steel). Materials of manufacture for the diaphragm shall be FDA approved. The potable water expansion tank shall be a Watts Model DET-35)-M1. Note: Watts Series DET-M1 potable water expansion tanks shall be installed on the cold water service pipe line on the supply side of the water heater or water storage tank. For additional information, request literature ES-DET. Standards: DET-5-M1, DET-12-M1, DET-20-M1, and DET-35-M1 are Listed by IAPMO. Selection Guide (73°F/23°C) 30(114) WATER HEATERGallons (Liters) 40(152)50(190)100(380)120(456) IDET-5-MI | | DET-20-M1 | | DET-12-M1 | | DET-35-M1 | Multiple tanks required - consult authorized Watts agent This table is based upon a relief valve setting of 150psi (10.3 bar), a maximum of 40°F (4°C) temperature rise, and a 20psi (138 kPa) precharge.* "It is recommended that tanks be precharged to supply pressure (up to SOpsi (5.5 bar)). Equalizing precharge pressure to supply pressure increases the application range over those shown in the table. Model DET-5-M1 DET-1 2-M1 DET-20-M1 DET-35-M1 Connection Size(DN) in. mm 3/4M 20 3/4 M 20 % M 20 1F 20 Max Pressure psi bar 150 10.3 150 10.3 150 10.3 150 10.3 Max Temp. °f °C 200 93 200 82 200 93 200 93 Tank Volume Sal. Liters 2.1 8 4.5 17 8.5 32 14 53 Tank Acceptance Gal. Liter 1.26 4.8 2.8 10.6 3.2 12 5.6 21 Air Precharge psi kPa 20 138 20 138 20 138 20 138 Dia. in. mm 8 203 101/a 267 121/2 318 16 407 Length in. mm 11 279 13'/2 343 19l3/ie 488 2111/w 552n 4^A/p*/-'wr Weight Its. kgs. 5.5 2.5 10 4.5 15 6.8 32^14.6^ tSh CB090599 2780 CARLSBAD BL GAUYOLE'S GRILL: 534SF REMODEL 665SF OUTDOOR EATING PATIO//146SF ADD FOR OCOTDP10 t Approved Building Planning Engineering Fire Health Forms/Fees CFD FOG HazMal/APCD Health Comments Building Engineering Fire Date JU _v Duel Date Date 5/IM/D Need? Application Complete? Fees Complete? B) B>