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1577 MARBRISA CIR; ; CB120206; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07-20-2012 Commercial/Industrial Permit Permit No: CB120206 Building Inspection Request Line (760) 602-2725 Job Address: 1577 MARBRISA CR CBAD Permity Type: COMMIND Sub Type: COMM Status: PENDING Parcel No: 2111310700 Lot#: 0 Applied: 02/02/2012 Valuation: $660406.00 Construction Type: SB Entered By: MDP Occupancy Group: A3 Reference # Plan Approved: Issued: Inspect Area Plan Check #: Project Title: MARBRISA RESORT 21255 SF REC BLDG,1660 SF FITNESS BLDG, 1667 SF BASEMENT AND CON NECTIONG TRELLIS Applicant: Owner: CATHY SMITH GRAND PACIFIC CARLSBAD L P 2398 SAN DIEGO AVE 5900 PASTEUR CT #200 92110 CARLSBAD CA 92008 619 297-8066 *15 Building Permit $2,798.14 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $1,958.70 Meter Fee $628.00 Add'I Building Permit Fee $0.00 SDCWA Fee $13,476.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $138.69 IPFF (3105540) $12,019.39 Park Fee $2,232.80 PFF (4305540) $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $10,416.00 BTD #3 Fee $19,152.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $374.00 Add'I Renewal Fee $0.00 ELECTRICAL TOTAL . $630.00 Other Building Fee $0.00 MECHANICAL TOTAL $103.00 Pot. Water Con. Fee $15,088.00 Master Drainage Fee $0.00 Meter Size D1.5 Sewer Fee $3,397.60 Add'I Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (5B1473).Fee $24.00 HMP Fee $0.00 Fire Expedidted Plan Review $1,510.00 Green Bldg Standards-Plan Chk TOTAL PERMIT FEES $83,946.32 Total Fees: $83,946.32 Total Payments To Date: $2,073.70 Balance Due: $81,872.62 Insoector: (7_fJ FINAL APPROVAL Date: -11 (6- 13 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 City of Carlsbad 135 Faraday Av Carlsbad, CA 92008 Storm Water-Pollution Prevention Plan (SWPPP) Permit 07-20-2012 Permit Nb:SW120042 Job Address: 1577 MARBRISA CR CBAD Permit Type: SWPPP Status: PENDING Parcel No: 2111310700 Lot #: 0 Applied: 02/02/2012 Reference #: Entered By: LO CB#: Issued: Inspect Area: Project Title: MARBRISA CLUBHOUSE Tier: 1 2,255 SF REC BLDG1660 SF FITNESS BLDG, 1667 SF Priority: M Applicant: CATHY SMITH 2398 SAN DIEGO AVE 92110 619 297-8066 *15 Emergency Contact: HOUSTON ARNOLD Owner: GRAND PACIFIC CARLSBAD L P 5900 PASTEUR CT #200 CARLSBAD CA 92008 760-585-8879 SWPPP Plan Check $0.00 SWPPP Inspections . $210.00 Additional Fees $0.00 TOTAL PERMIT FEES $210.00 Total Fees: $210.00 Total Payments To Date: $0.00 Balance Due: $210.00 DATE 7CE~ SIGP1ATURE S cro 62— Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 CITY 0 F 760-602-2717/2718/2719 ARLSBAD Fax 760-602-8558 Fax Plan Check No. C 2_2_-OG Est. Value Plan Ck. Deposit Date ISWPPP 19 "l JOB ADDRESS 1577 Marbrisa Circle, Carlsbad CA SUITE#/SPACE#/UNITC APN - 211 - I',c:D - 02...... do CT/PROJECT B LOT # PHASE B B OF UNITS B BEDROOMS B BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP I 0 I Grand Pacific Resorts V-B DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) New Construction: I Story Type V-B Sprinklered (wl basement). Use: Recreation/Fitness center. c c32- --ç CJ EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS NIA Recreation n/a n/a YESD# NO YES NOE YESNO APPLICANT NAME (Primary Contact) Cathy Smith APPLICANT NAME (Secondary Contact) Russ Onufer, Architect ADDRESS ADDRESS 2398 San Diego Ave, San Diego, CA 2398 San Diego Ave. San Diego, CA CITY STATE ZIP CITY STATE ZIP San Diego CA 92110 San Diego CA 92110 PHONE FAX PHONE FAX 619-297-8066 x15 619-297-8066 x12 EMAIL EMAIL cathykscnoaainc.com russocnoaainc.com PROPERTY OWNER NAME Grand Pacific Resorts, Inc. CONTRACTOR BUS. NAME Grand Pacific Resorts. Inc. ADDRESS ADDRESS 5900 Pasteur Court, Suite 200 5900 Pasteur Court, Suite 200 CITY STATE ZIP CITY STATE ZIP Carlsbad CA 92008 Carlsbad CA 92008 PHONE FAX PHONE FAX 760-431-8500 760-431-8500 EMAIL EMAIL bzeIenkacgpresorts.com bzeIenkagpresorts.com ARCH/DESIGNER NAME & ADDRESS STATE LIC. B STATE LIC.# CLASS CITY BUS. LICe Russ _Onufer._Architect I (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). Z.I a ia 111% III.' Workers' Compensation Declaration: thereby affirm under penally of pewy one of the following declarations: I1I 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. [I] 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 Thi section need not be completed U the permit is for one hundred dollars ($100) or less. b 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. CONTRACTOR SIGNATURE AGENT DATE OW N ER -BU I LD ER 'IIJDECL A RA TI O N(IV%lIJ thereby affirm that lam exempt from Contractor's License Law for the following reason: [] 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 properly 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 safe. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply loan owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant 10 the Contractor's License Law). [] I am exempt under Section ______________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed properly improvement. Eyes ONo I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name! address! phone! contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name! address! phone! type of work): ..PROPERTY OWNER SIGNATURE AGENT DATE O(!JQ11O 7tIJ03 000000 000 G3Q3c01300000VMG 0WO1DO00 P0000O 0(c:? Is the applicant or future building occupant required to submit a business alan, 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? Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes / No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 300O?0W(31i?000 &000ax 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 Nam Lender's Addres OO1? @O011O0OG?O0O I certifythat I have read the application and state thatthe above information is correand that the infomiation on the plans is accurate. I agreeto complywith all City ordinances and State laws relating to building construction. thereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 50' deep and demolition orconstmction 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 180 days from the date of such permit or if the building orwork authorized by such permit is suspended orabandoned at anytime afterthe work is commenced fora period of 180 days (Section 1064.4 Uniform Building Code). ..APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CE RTI FICATE OF O CC UPANCY (Comm•u w • -Proj e cts .rni'j Fax (760) 602-8560, Email www.buildinqcadsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME - Bruce Zelenka OCCUPANT NAME Grand Pacific Resorts, Inc. ADDRESS 5900 Pasteur Court, Suite 200 BUILDING ADDRESS CITY - - STATE - ZIP Carlsbad CA 92008 CITY STATE ZIP - Carlsbad CA PHONE - - FAX - - - EMAIL -- - - -. - bzeIenka@gpresorts.com OCCUPANT'S BUS. LIC. NO. - []MAIL TO OR FAX TO: CONTACT (Listed above) ASSOCIATED CB#. - MAIL TO OR [j FAX TO: ( I NO CHANGE IN USE / NO CONSTRUCTION 9 BUSINESS ADDRESS 9 CONTRACTOR (Listed on page i. of application.) CHANGE OF USE / NO CONSTRUCTION ..APPLICANT'S SIGNATURE DATE Inspection. List Permit#: CB120206 Type: COMMIND COMM MARBRISARESORT 2,255 SF REC BLDG,1660 SF FITNESS BL Date - Inspection Item Inspector Act Comments 01/09/2013 19 Final Structural - RI PM 01/09/2013 89 Final Combo PD AP 01/03/2013 89 Final Combo PD PA 01/03/2013 92 Compliance Investigation -. RI 01/02/2013 92 Compliance Investigation - RI CKLIST FOR FINAL- AM PLS 12/12/2012 84 Rough Combo PD AP 12/1 1/201 2 84 Rough Combo PD PA 11/30/201284 Rough Combo MC CO 11/21/201217 Interior Lath/Drywall MC WC 11/21/2012 18 Exterior Lath/Drywall MC PA FITNESS CENTER 11/20/2012 17 Interior Lath/Drywall MC AP FITNESS CENTER ONLY 11/08/2012 17 Interior Lath/Drywall PD AP 11/07/2012 84 Rough Combo PD AP 11/06/2012 18 Exterior Lath/Drywall PD AP 10/17/2012 84: Rough Combo PD AP 10/16/2012 84 Rough Combo PD CA 10/10/2012 15 Roof/Reroof PD AP 10/10/2012 66 Grout PD AP 09/28/2012 14 Frame/Steel/Bolting/Weldin PD AP 09/19/2012 11: Ftg/Foundation/Piers PD AP 09/04/2012 11 Ftg/Foundation/Piers PD AP 09/04/2012 15 Roof/Reroof PD. AP 08/30/201213 Shear Panels/HD's PD AP 08/24/2012 11 Ftg/Foundation/Piers PD AP 08/10/2012 11 Ftg/Foundation/Piérs PD AP 08/01/2012 11 Ftg/Foundation/Piers PD AP 07/31/2012 31 Underground/Conduit-Wirin PD . CO 07/24/2012 21 Underground/Under Floor PD AP 07/23/2012 21 Underground/Under Floor PD AP Thursday, January 10, 2013 . . . Page 1 of 1 Inspection List Permit#: SW120042 Type: SWPPP Date Inspection _Item Inspector Act 10/22/2012 602 Routine Inspection PD AP 09/28/2012 601 NPDES PD AP 09/20/2012 602. Routine Inspection PD AP 07/24/2012 600 Pre-con PD AP MARBRISA CLUBHOUSE 2,255 SF REC BLDG,1660 SF FITNESS BL Comments - Thursday, January 10, 2013 Page 1 of 1 EsGil Corporation I In Partners/iip with Government for Bui(iing Safety DATE: July 10, 2012 JURISDICTION: CARLSBAD PLAN CHECK NO.: 12-0206 O APPLICANT JURIS. - U PLAN REVIEWER U FILE SET: IV PROJECT ADDRESS: 1577 MARBRISA CIRCLE PROJECT NAME: CLUB HOUSE FOR MARBRISA RESORT The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held-at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: CATHY SMITH 2398 SAN DIEGO AVENUE, S.D., CA 92110 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: CATHY Telephone #: 619-297-8066X15 Date contacted: (by: ) Email:cathyks(noaainc.com Fax #: Mail Telephone Fax In Person REMARKS: City Allowed plans to be hand carried back to the City Building Department. By: Glen Adamek Enclosures: EsG-iLorporation GA LI EJ LI Pc 7/10/2012 log-in & out 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In cPartnersliip with government for flui(&ng Safety N DATE:. JUNE 26, 2012 U AP LICANT JURIS. JURISDICTION: CARLSBAD U PLAN REVIEWER U FILE PLAN CHECK NO.: 12-0206 SET: III PROJECT ADDRESS: 1577 MARBRISA CIRCLE' PROJECT NAME: CLUB HOUSE FOR MARBRISA RESORT The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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 untilcorrected 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: CATHY SMITH 2398 SAN DIEGO AVENUE, S.D., CA 92110 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: CATHY ' ' Telephone #: 619-297-8066X15 Date contacted: t.1(2c9112_(by: (—) Email: cathyks(noaainc.com Fax #: - Mali—' Telephone Fax In Person - REMARKS: Please see attached for remaining items from previous list. By: ALl SADRE Enclosures: EsGil Corporation GA LJEJ El PC 6/20 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-0206 JUNE 25, 2012 GENERAL 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation' and the Carlsbad Planning, Engineering and Fire Departments. 2.. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will'not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLANS The Pool Mechanical Drawings (Sheets Ml, M2, & M3); the Kitchen Construction Drawings (sheets KI, K2, K3, K4, & K5); and the Pool Construction Drawings (Sheets SP-1, SP-2.1, SP-2.2, SP-3, SP-4, SP-5, & SP-6) are not signed and sealed. A reminder that all sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. . ADDITIONAL Please show the member sizes and spacing on the architectural plans for all the lattice members throughout the project. Please see attached for P/M/E items. To speed up the review process, note on this list (or a copy) where each 'correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 4. 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 ALl SADRE at Esgil Corporation. Thank you. ' ' CARLSBAD 12-0206 JUNE 25, 2012 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. THE NOTES IN BOLD FONT ARE CURRENT REMAINING ITEMS. . PLUMBING AND MECHANICAL CORRECTIONS PLAN REVIEWER: Glen Adamek . GENERAL AND ARCHITECTURAL PME ITEMS The Pool Mechanical Drawings (Sheets Ml, M2, & M3); the Kitchen Construction Drawings (sheets KI, K2, K3, K4, & K5); and the Pool Construction Drawings (Sheets SP-1, SP-2.1, SP-2.2, SP-3, SP-4, SP-5, & SP-6) are not signed and sealed. 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. 2. The Building Official to review evidence of Health Department approval for commercial Bar, Kitchen, restrooms & showers serving the public pools. . PLUMBING (2010 CA PLUMBING CODE) The calculations on sheet A-3 for the required minimum number of plumbing fixtures do not include the required fixtures for the proposed public swimming pools per CBC, Sections 311513, 3116B, & 3118B, for showers, lavatories, water closets, urinals, drinking fountains and hose bibs. It seems that more plumbing fixtures may be required for proposed public swimming pools. Provide calculations to show compliance with CPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). Correct all the proposed gas pressure regulator valves to show the required accessible shut-off valve installed just upstream of each of the gas pressure regulators, as per CPC, Section 1211.11.1. Please provide complete riser of isometric drawings for the gas lines from the public gas meter to the connections to the proposed gas fired equipment. The sheet P0.3 does not show the location of the public gas meter and the developed pipe lengths from the gas meter to pressure regulators. . MECHANICAL (2010 CA MECHANICAL CODE) 21: Provide kitchen hood plans, details & calc's. as per UMC, Chap 5, Part II: E) Correct the plans to show the walls within 18 inches of the kitchen hood (and the cooking equipment) are metal framed (non- combustible) framing. The plans how wood framed walls at the back CARLSBAD 12-0206 JUNE 25,2012 of the hood and the side of the hood. 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. H) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. A) For the fan coil units of the Split-System Heat Pump units (FC-units) clearly show the Ventilation values in the Split-System Heat Pump schedule on sheet MO.2 is the minimum outside air amounts to each unit and the CFM values are the total supply air amount for each unit. 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. EsGil Corporation In (Partnership with government for Bui(ding Safety DATE: JUNE 01, 2012 JURISDICTION: CARLSBAD PLAN CHECK NO.: 12-0206 SET: II i 1t&NT D JURIS. rd1 PLAN REVIEWER I FILE PROJECT ADDRESS: 1577 MARBRISA CIRCLE PROJECT NAME: CLUB HOUSE FOR MARBRISA RESORT The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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. PLEASE SEE BELOW 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: CATHY SMITH 2398 SAN DIEGO AVENUE, S.D., CA 92110 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: CATHY Telephone #: 619-297-8066X15 Date contacted: (by:'.. ) Email: cathyksnoaainc.com Fax #: Mail Telephone Fax In Person REMARKS: Please submit a response list stating where each and every remaining item from previous list is corrected on plans. By: AL! SADRE Enclosures: EsGil Corporation GA 0 E El PC 5/31 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-0206 JUNE 01, 2012 . GENERAL The following note should be given .with each correction list: Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining. sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS. 2. A reminder that all sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. STRUCTURAL A foundation/soils investigation is required for all projects in Seismic Design Categories C, D, E or F. Section 1803.5.11. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. In Seismic Design Categories C, D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1803.5.11. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 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 1804.3. Provide the following note on the plans: "The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1709. . ADDITIONAL CARLSBAD 12-0206 JUNE 01, 2012 Please show the member sizes and spacing on the architectural plans for all the lattice members throughout the project. Please see attached for P/M/E items. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding .these plan review items, please contact ALl SADRE at Esgil Corporation. Thank you. . PLUMBING AND MECHANICAL CORRECTIONS JURISDICTION: Carlsbad DATE: 6/01/2012 PLAN REVIEW NUMBER: 12-0206 SET: II PLAN REVIEWER: Glen Adamek . GENERAL AND ARCHITECTURAL PME ITEMS 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. The Building Official to review evidence of Health Department approval for commercial Bar, Kitchen, restrooms & showers serving the public pools. Please review what materials are to be in the 1,500 square foot Pool Equipment, like pool chemicals? Please provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials, in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). a) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CIVIC Chapter 5. CARLSBAD 12-0206 JUNE 01, 2012 The boiler room (pool equipment room may be a boiler room), shall be separated from the remainder of the building by a (fire barrier or horizontal assembly) or be provided with an automatic fire extinguishing system installed in construction that is capable of resisting the passage of smoke.. CBC 508.2.5: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the floor to the underside ceiling that is a component of a fire-resistance- rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711.7." Please provide data to show compliance with CPC, Section 1015.3 for Basement Pool Equipment Room for minimum 2 exits if this is a boiler room. For the grease hood exhaust fan, please correct the drawings to show the required 42 inch tall 'Guards" (guard rails) as per CBC, 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 (2010 CA PLUMBING CODE) Correct the site plumbing plans, sheet P1.0 to show the sizes and locations of the public water meters; and the sizes, routes, and slopes of the private building sewer, site water lines and the points of connection of the private building sewer line to the public sewer system. 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. Please show the upstream sewer manhole rim and finished floor elevations. This will be clear when complete private site building sewer plans are provided. Provide backwater valves for all fixtures installed on levels below next upstream manhole rim elevation. (Only fixtures installed on levels below next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1. Provide calculations to show compliance with CPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). Please provide complete riser of isometric drawings for the gas lines from the public gas meter to the connections to the proposed gas fired equipment. The sheet P0.3 does not show the location of the public gas meter and the developed pipe lengths from the gas meter to pressure regulators. CARLSBAD 12-0206 JUNE 01, 2012 12. Correct the water line sizing calculations on sheet P0.3: Show the public water meter size and location. Minimum 2 inch water meter is required as per CPC, Chart A-i. The pool fill lines are not included in the water demand in the water line sizing. C) The only 200 feet from the public water meter to the most distant water fixture seem to be too low for this site. Please review. Correct the Hot water line sizing calculations to show compliance with UPC, Section 610.12.1 Copper Tube Systems. Maximum velocities in copper and copper alloy tube and fitting systems shall be limited to a maximum of five (5) feet per second in hot water piping. Not the 6 feet per second shown. A complete review of the water line sizing to be done when the complete corrected water line sizing calculations are provided. 13. Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. 14. Revise the gas sediment trap detail 1 on sheet P0.3 to agree with detail 5 on sheet P5.1 to comply with the design shown in CPC 1212.7. (Gas supply valve output vertically down into the top of the gas sediment trap, trap at the bottom, and the appliance outlet to the side from the gas sediment trap). 15. Provide corrected sizing calculations for the-gravity grease interceptor as per 2010 CPC, Section 1014.3. The calc's. on sheet P0.3 is not per current Code. 16. Provide the design data for the proposed pool equipment including water demands, pool heater gas demands, combustion air sizing 'and flue system. . MECHANICAL (2010 CA MECHANICAL CODE) 17. Show the required 30 X 30 inch minimum service platform for the roof mounted type I hood exhaust fan, CIVIC, Section 304.0. 18. Makeup air shall be provided to replenish air exhausted by the ventilation system. Makeup-air intake shall be located so as to avoid recirculation of contaminated air within enclosures. UMC 505.3. For the basement Pool Equip. Room show the how make-up air for future exhaust system is provided. 19. Show how combustion air and pool heater flue are proposed to be run to the outside from the basement Pool Equipment Room. (shafts?). 20. Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. UMC 515.0. 21. Provide kitchen hood plans, details & calc's. as per UMC, Chap 5, Part II: Provide the UL listing card showing the exhaust sizing requirements used for the hoods. Provide exhaust sizing calculations for kitchen hoods. UMC 508.4. C) Show the required replacement air for each kitchen hood. Include air balance schedule. UMC 511.3. Correct & provide calc's. to show replacement air quantity is adequate to prevent negative pressures in commercial kitchen from exceeding 0.02" of water column. CARLSBAD 12-0206 JUNE 01, 2012 d) Provide grease duct air velocity calculations. (Min 500 fpm, Max 2,500 fpm) CIVIC 511.2. e) 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. f) Provide construction details for the fire rated grease duct enclosure. Note: Clearance distances from the grease duct to the enclosure inside face is not less than 6" (non- combustible) and 18" (combustible). CIVIC Sections 510.7 & 510.7.2.3. g) Show the required cleanouts for the grease duct: At changes in direction and If the duct is not accessible from a 10' stepladder, a platform is required. Please detail. CIVIC 510.3.4.1.2. h) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on.the plans. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) Two separate water supply systems to the building. Detail the bonding to both systems on the distribution board grounding diagram. The equipment grounding conductor in the feeder to the distribution board is substantially undersized. Please revise. Review the distribution board area, it complies with Code but at the same time appears unnecessarily hazardous. For example: When the NEMA 3 enclosure doors are locked in the open position the one exit is blocked, the other (into the kitchen) opens into the area making it difficult to use in case of an emergency. ENERGY CONSERVATION Provide a Prescriptive or Performance energy design to show compliance with current 2008 energy efficiency standards. Information and Forms are available at: www.enerqy.ca.qov/tit1e24/2008standards. (The envelope design has not been submitted). A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on EsGil Corporation In Partnersfiip with government for Building Safety DATE: FEB. 13, 2012 JURISDICTION: CARLSBAD PLAN CHECK NO.: 12-0206 SET: I PROJECT ADDRESS: 1577 MARBRISA CIRCLE PROJECT NAME: CLUB HOUSE FOR MARBRISA RESORT El CANT U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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: CATHY SMITH 2398 SAN DIEGO AVENUE, S.D., CA 92110 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: CATHY Date contacted: 2-'tk-17- (by EMail V Telephone "Fax LI REMARKS: Telephone #: 619-297-8066X15 Pg.) Email: cathyks(änoaainc.com Fax #: In Person By: ALl SADRE Enclosures: EsGil Corporation GA Z EJ El PC 2/6 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 12-0206 FEB. 13, 2012 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 12-0206 OCCUPANCY: B/SI/F2 (BASEMENT) TYPE OF CONSTRUCTION: V-B ALLOWABLE FLOOR AREA: 9,000/LEVEL SPRINKLERS?: Y REMARKS: JURISDICTION: CARLSBAD USE: CLUB HOUSE! POOL EQUIP. ACTUAL AREA: BASEMENT = 1,667; ,IT FLR. = 3,915; PATIO COVER = 1,250 STORIES: ONE + BASEMENT HEIGHT: 13' OCCUPANT LOAD: 99 DATE PLANS RECEIVED BY JURISDICTION: 2/2 DATE INITIAL PLAN REVIEW COMPLETED: FEB. 13, 2012 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 2/6 PLAN REVIEWER: AL! SADRE This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2010 CBC, which adopts the 2009 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2009 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD 12-0206 FEB. 13, 2012 GENERAL The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS 2. A reminder that all sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. Include the following code information for the proposed building on Title Sheet: Occupancy Classification(s): B (Office)! SI (Storage)! F2 (Pool Equipment) For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. Description of Use: As per above Type of Construction: V-B - Ok as noted Sprinklers: Yes - Ok as noted Stories: One + Basement - Ok as noted Height: 12' Floor Area: Basement = 1,667; 1st Floor = 3,915— Ok as noted Occupant Load: 99 - Ok as noted Justify allowable versus actual areas on plans as per Table 503 (as applicable) Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). . SITE PLAN Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." . FIRE-RESISTIVE CONSTRUCTION Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 716. CARLSBAD 12-0206 FEB. 13, 2012 7. Provide details on plans for the fire-resistive construction. Include floor/ceiling, 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.). 8. 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 713.3.2. 9. Fire dampers shall be installed per Section 716.5 at all duct and air transfer openings of: Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. Fire barriers, (occupancy separations) (see exception for walls). 10. Provide a note on plans stating: "Penetrations of fire-resistive walls and floor- ceilings shall be protected as required in IBC Section 713.0 11. Detail all furred ceilings as required in Section 803.11.2. Show fire-retardant treated wood where necessary. . INTERIOR WALL AND CEILING FINISHES 12. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Type V construction, where fire retardant treated wood may be used. Section 803.11.2. . FIRE BARRIERS 13. A one-hour fire barrier separation is required between the F2 occupancy and the B/SI occupancy. Table 508.4 (see exceptions). 14. A fire barrier is not required for an accessory use not occupying more than 10% of the area of any floor of a building. Section 508.2.1. 15. Supporting construction below fire barrier walls shall be protected to afford the same fire-resistance rating of the fire barrier. Section 707.5. 16. Structural members supporting a horizontal fire barrier must have the same fire-resistive rating as the separation. Section 712.4. 17. Incidental use areas may need to be separated from the main occupancy. See Table 508.2.5 below. a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.5.2 still requires the partitions to extend to the underside of the roof above and for any doors in the partitions to be self-closing. ROOM OR AREA SEPARATION AND/OR PROTECTION Furnace room where any piece of equipment is over 400k Btu/hr. input See the item above. Storage rooms over 100 square feet See the item above. CARLSBAD 12-0206 FEB. 13, 2012 18. Steel electrical outlet boxes at fire barrier walls shall not exceed sixteen square inches, shall not exceed 100 sq in per 100 sq ft of wall, and shall be separated by a horizontal distance of 24" when on opposite sides of a wall. Section 713.3.2. GLASS AND GLAZING 19. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: Exposed area of an individual pane is greater than 9 square feet, and: Exposed bottom edge is less than 18 inches above the floor, and: Exposed top edge is greater than 36 inches above the floor, and: One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. . ROOFS 20. 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. . MISCELLANEOUS LIFE/SAFETY 21. Please specify the floor area of the lattice (arcade) on cover sheet of plans. 22. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: All ceilings shall use a Heavy Duty T-bar grid system. The width of the perimeter supporting closure angle shall be not less than 2 inches. C) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 3/4" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 900 to each other and sloped 450 to the horizontal, spaced 12" o.c.). . ACCESSIBILITY 23. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. CARLSBAD 12-0206 FEB. 13, 2012 . GREEN BUILDING STANDARDS The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for commercial construction must be included on your plans. CGC 101.3. Note on the site plan that for projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 5.106.3. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.1. The specific details for the parking must be submitted and approved by City Planning Department. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. Submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.2. Note on plans that a minimum of 50% of construction waste is to be recycled. CGC 5408.3 Note on the plans that 100% of trees, stumps, rocks, vegetation and associated soils primarily from the construction will be reused or recycled. CGC 5.408.4 Note on the plans that a building Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the-"Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. Note on the plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.504.4. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1 Note on the plans that prior to final approval of the building the licensed contractor, architect or engineer in responsible charge of the overall construction must complete and sign the Green Building Standards Certification form and given to the building department official to be filed with the approved plans. Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption listed in 5.303.2.2. In lieu of providing the calculations, imprint on the plans Table 5.303.2.3, which lists fixtures that meet the 20% reduction. CGC 5303.2 TABLE 5.303.2.3 FIXTURE FLOW RATES CARLSBAD 12-0206 FEB. 13, 2012 FIXTURE TYPE MAXIMUM FLOW RATE AT 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets-nonresidential 0.4 gpm @ 60 psi Kitchen faucets 1.8 gpm @ 60 psi Wash fountains 1.8 [rim space (in.)/20 gpm @ 60 psi] Metering faucets 0.2 gallons/cycle Metering faucets for wash fountains .20 [rim space (in.)/20 gpm @60 psi] Gravity tank type water closets 1.28 gallons/flush' Flushometer tank water closets 1.28 gallons/flush' Flushometer valve water closets 1.28 gallons/flush' Electromechanical hydraulic water closets 1.28 gallons/flush1 Urinals .5 gallons/flush 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less: Single flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2. Dual flush toilets-The effective flush volume shall not exceed 1.28 gallons (4:8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A 112.19.2 and ASME A 112.19.14. When a shower is provided with multiple shower heads, the sum of flow to all the heads shall riot exceed the 20% reduced limit, or the shower shall be designed so that only one head is on at a time. CGC 5.303.2.1. Imprint on the plumbing plans Table 5.303.6 in the CGC. Note on the plans that waste water fixtures shall comply with the standards listed in CGC Table 5.303.6. Note on the plans that landscape irrigation water use shall have weather based controllers. CGC 5.304.3.1. STRUCTURAL A foundation/soils investigation is required for all projects in Seismic Design Categories C, D,EorF. Section 1803.5.11. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. In Seismic Design Categories C, D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on thewalls due to earthquake motions. Section 1803.5.11. CARLSBAD 12-0206 FEB. 13, 2012 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 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 1804.3. Provide the following note on the plans: "The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1709. . ADDITIONAL Please show the member sizes and spacing on the architectural plans for all the lattice members throughout the project. Please see attached for P/M/E & HC items. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation 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: IJ Yes IJ No The jurisdiction has contracted with Esgil Corporation boated 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 ALl SADRE at Esgil Corporation. Thank you. CARLSBAD 12-0206 FEB. 13, 2012 . PLUMBING AND MECHANICAL CORRECTIONS JURISDICTION: Carlsbad DATE: 2/10/2012 PLAN REVIEW NUMBER: 12-0206 SET: I PLAN REVIEWER: Glen Adamek . GENERAL AND ARCHITECTURAL PME ITEMS 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. 2. The Building Official to review evidence of Health Department approval for commercial Bar, Kitchen, restrooms & showers serving the public pools. 3. Please review what materials are to be in the 1,500 square foot Pool Equipment, like pool chemicals? Please provide data on the proposed hazardous materials to be stored and used. CBC 414. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CIVIC Chapter 5. 4. The boiler room (pool equipment room may be a boiler room), shall be separated from the remainder of the building by a (fire barrier or horizontal assembly) or be provided with an automatic fire extinguishing system installed in construction that is capable of resisting the passage of smoke. CBC 508.2.5: "the incidental accessory occupancies shall be separated form the remainder of the building by construction capable of resisting the passage of smoke. The walls shall extend from the floor to the underside ceiling that is a component of a fire-resistance- rated floor assembly or roof assembly above or to the underside of the floor or roof sheathing, deck or slab above. Doors shall be self- or automatic closing upon detection of smoke in accordance with Section 715.4.8.3. Doors shall not have air transfer openings and shall not be undercut in excess of the clearance permitted in accordance with NFPA 80. Walls surrounding the incidental accessory occupancy shall not have air transfer openings unless provided with smoke dampers in accordance with Section 711.7." 5. Please provide data to show compliance with CPC, Section 1015.3 for Basement Pool Equipment Room for minimum 2 exits if this is a boiler room. CARLSBAD 12-0206 FEB. 13, 2012 6. For the grease hood exhaust fan, please correct the drawings to show the required 42 inch tall "Guards" (guard rails) as per CBC, 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 (2010 CA PLUMBING CODE) 7. Correct the site plumbing plans, sheet P1.0 to show the sizes and locations of the public water meters; and the sizes, routes, and slopes of the private building sewer, site water lines and the points of connection of the private building sewer line to the public sewer system. 8. 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. 9. Please show the upstream sewer manhole rim and finished floor elevations. This will be clear when complete private site building sewer plans are provided. Provide backwater valves for all fixtures installed on levels below next upstream manhole rim elevation. (Only fixtures installed on levels below next upstream manhole rim elevation may flow through a backwater valve.) UPC 710.1. 10. Provide calculations to show compliance with CPC Section 412.0 & Table 4-1, (Minimum Plumbing Facilities). 11. Correct the water line sizing calculations on sheet P0.3: Show the public water meter size and location. Minimum 2 inch water meter is required as per CPC, Chart A-i. The pool fill lines are not included in the water demand in the water line sizing. C) The only 200 feet from the public water meter to the most distant water fixture seem to be too low for this site. Please review. Correct the Hot water line sizing calculations to show compliance with UPC, Section 610.12.1 Copper Tube Systems. Maximum velocities in copper and copper alloy tube and fitting systems shall be limited to a maximum of five (5) feet per second in hot water piping. Not the 6 feet per second shown. A complete review of the water line sizing to be done when the complete corrected water line sizing calculations are provided. 12. Please provide complete riser of isometric drawings for the gas lines from the public gas meter to the connections to the proposed gas fired equipment. The sheet P0.3 does not show the location of the public gas meter and the developed pipe lengths from the gas meter to pressure regulators. 13. Revise the gas sediment trap detail I on sheet P0.3 to agree with detail 5 on sheet P5.1 to comply with the design shown in CPC 1212.7. (Gas supply valve output vertically down into the top of the gas sediment trap, trap at the bottom, and the appliance outlet to the side from the gas sediment trap). CARLSBAD 12-0206 FEB. 13, 2012 Provide gas line plans and calculations, showing gas pressures, piping types, pipe lengths, gas demands and pipe sizing method used. UPC Section 1217.0. Provide corrected sizing calculations for the gravity grease interceptor as per 2010 CPC, Section 1014.3. The calc's. on sheet P0.3 is not per current Code. Provide the design data for the proposed pool equipment including water demands, pool heater gas demands, combustion air sizing and flue system. . MECHANICAL (2010 CA MECHANICAL CODE) Show the required 30 X 30 inch minimum service platform for the roof mounted type I hood exhaust fan, CIVIC, Section 304.0. Makeup air shall be provided to replenish air exhausted by the ventilation system. Makeup-air intake shall be located so as to avoid recirculation of contaminated air within enclosures. UMC 505.3. For the basement Pool Equip. Room show the how make-up air for future exhaust system is provided. Show how combustion air and pool heater flue are proposed to be run to the outside from the basement Pool Equipment Room. (shafts?). Deep fat fryers must be installed no closer than 16" from the fryer to surface flames from an adjacent appliance. UMC 515.0. Provide kitchen hood plans, details & calc's. as per UMC, Chap 5, Part II: Provide the UL listing card showing the exhaust sizing requirements used for the hoods. Provide exhaust sizing calculations for kitchen hoods. UMC 508.4. C) Show the required replacement air for each kitchen hood. Include air balance schedule. UMC 511.3. Correct & provide calc's. to show replacement air quantity is adequate to prevent negative pressures in commercial kitchen from exceeding 0.02" of water column. d) Provide grease duct air velocity calculations. (Min 500 fpm, Max 2,500 fpm) CIVIC 511.2. e) 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. f) Provide construction details for the fire rated grease duct enclosure. Note: Clearance distances from the grease duct to the enclosure inside face is not less than 6" (non- combustible) and 18" (combustible). CIVIC Sections 510.7 & 510.7.2.3. g) Show the required cleanouts for the grease duct: At changes in direction and If the duct is not accessible from a 10' stepladder, a platform is required. Please detail. CIVIC 510.3.4.1.2. h) A complete kitchen hood system plan review will be done when the complete hood system plans, details, and calculations are provided. 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 12-0206 FEB. 13, 2012 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) Two separate water supply systems to the building. Detail the bonding to both systems on the distribution board grounding diagram. The equipment grounding conductor in the feeder to the distribution board is substantially undersized. Please revise. Review the distribution board area, it complies with Code but at the same time appears unnecessarily hazardous. For example: When the NEMA 3 enclosure doors are locked in the open position the one exit is blocked, the other (into the kitchen) opens into the area making it difficult to use in case of an emergency. ENERGY CONSERVATION Provide a Prescriptive or Performance energy design to show compliance with current 2008 energy efficiency standards. Information and Forms are available at: www.enerqy.caqov/tit1e24/2008standards. (The envelope design has not been submitted). A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT - TITLE 24 The following disabled access items are taken from the 2010 edition of California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Please reflect the following items on plans; i.e., they may be imprinted on plans: . STAIRWAYS AND HANDRAILS The following provisions apply to stairways with one or more risers, per Section 1002.1. Stair treads shall be no less than 11" deep, measured from riser to riser. Also show 7" stair rise (max) on detail 13/A-4. Section 1133B.4.5.3. . SANITARY FACILITIES Note that the doorways leading to sanitary facilities shall be identified, per Section 1115B.6, as follows: a) Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.1. SIGNAGE Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1117B.5. CARLSBAD 12-0206 FEB. 13, 2012 MISCELLANEOUS Where lockers are provided, at least one locker (and not less than 1% of all lockers) shall be made accessible to persons with disabilities. A path of travel not less than 36" in clear width shall be provided. Section 11156.8.5. CARLSBAD 12-0206 FEB. 13,2012 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 12-0206 PREPARED BY: ALl SADRE DATE: FEB. 13, 2012 BUILDING ADDRESS: 1577 MARBRISA CIRCLE BUILDING OCCUPANCY: B/F2/S1 TYPE OF CONSTRUCTION: V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) CLUB HOUSE 5582 Air Conditioning Fire Sprinklers TOTAL VALUE 660,406 Jurisdiction Code ICB IBY Ordinance Bldg. Permit Fee by Ordinance V I $2,798.141 Plan Check Fee by Ordinance lvi I $1,818.791 Type of Review: M, Complete Review El Structural Only El Other El Repetitive Fee Repeats Hourly Hr. @ * EsGil Fee I $1,56 Comments: *PLEASE ADD ONE HOUR FOR GREEN BUILDING CODE REVIEW @ $86/HR. Sheet 1 of 1 macvalue.doc + 404 h> CITY OF CARLSD/-%D PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 7/11/12 PROJECT NAME: CARLSBAD RANCH PA 5 PHASE II "MARBRISA" PROJECT ID: CT 03-02 PLAN CHECK NO: CB 12-206 'SET#: 4 ADDRESS: 1577. MARBRISA CIRCLE APN: 211-130-02-00 7 This plan check review is complete and has been APPROVED by the 1 Division. V By: A Final Inspection by the CM&l Division is required EYes El No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on L.- I the attached checklist. Pleasf resubmit amended plans as required. Plan Check Comments have been sent to: kathyks@noaainc.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions maybe required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. V For questions or clarifications on the attached checklist please contact the following reviewer as marked: - V PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 V 760-602-2750 V 760-602-4665 F-1 Chris Sexton F-1 Kathleen Lawrence Greg Ryan 760-602-4624 V 760-602-2741 V 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov F-1 Gina Ruiz 760-602-4675 V V / Linda Ontiveros 760-602-2773 V V F~ Cindy Wong 760-602-4662 V Gina.Ruiz@carlsbadca.gov Linda.ontiveros@carlsbadca.gov V Cynthia.Wong@carlsbadca.gov M[IIDominic V Fieri 760-602-4664 V . V Dominic.Fieri@carlsbadca.gov V Remarks: CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR:44UT DATE:____________ PROJECT ID GRADING PERMIT NO /1 LOTS REQUESTED FOR RELEASE:.-464Oz.' 1/n&c (&' N/A = NOT APPLICABLE 4 = COMPLETE 0 =Incomplete or unacceptable 1st I 2nd. v Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter from Owner/Dev. requesting partial release of specific lots, pads .4" • or bldg. 81/2" x 11" site plan (attachment) showing requested lots submitted. Compaction report from soils engineer submitted. (If soils report has / V been submitted with a previous partial release, a letter from soils engineer referencing the soils report and identifying specific lots for release shall accompany subsequent partial releases). EOW certification of work done with finish pad elevations of specific lots / V , to be released. Letter must state lot (s) is graded to within a tenth (.1) of the approved grading plan. Geologic engineers letter if unusual geologic or subsurface conditions exist. 9'. Fully functional fire hydrants within 500 feet of building combustibles and an all weather roads access to site is required. 10. Letter from EOW that TCBMP's are installed. /'114 f Partial release of grading for the above stated lots is approved for the purpose o f b u i l d i n g permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. fartial release of the site is denied for the following reasons: Inspector Date tate - -- ns ructidgIr—Vanager K;WILE MAS1RFcm,1WARTSflE FRMdac I] CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 7/09/12 PROJECT NAME: CARLSBAD RANCH PA 5 PHASE II "MARBRISA" PROJECT ID: CT 03.02 F PLAN CHECK NO: CB 12-206 SET#: 3 ADDRESS: 1577 MARBRISA CIRCLE APN: 211-130-02-00 This plan check review is complete and has been APPROVED by the Division. A Final Inspection by the Division is required EYes fl No ><This plan check review is NOT COMPLETE.- Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: kathyks@noaainc.com You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 E1 L 1 Chris Sexton Kathleen Lawrence Greg Ryan 760-602-4624 S 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov .GinaRuiz r7j Linda Ontiveros ' Cindy Wong - 760-602-4675 J 760-602-2773 - L 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov LI F-1 [I] Dominic Fieri S 760602-4664 Dominic.Fieri@carlsbadca.gov Remarks: BUILDING PLANCHECK - Development Services Land Development Engineering CITY OF CHECKLIST 1635 Faraday Avenue 760-602-2750 CARLSWAD E-36 - ENGINEERING Plan Check for CB 12-206 Review# 3 Date: July 9, 2012 Project Address: 1577 Marbrisa Cr (Carlsbad Ranch PA 5) APN: 211-131-06-00 Project Description: Marbrisa Resort (Hilton@Grand Vacations Club): Valuation: 660,406 5,582 sf recreation/fitness center ENGINEERING Contact: Linda Ontiveros Email: Iinda.ontiveros@carlsbadca.gov Phone: 760-602-2773 'Fax: 760-602-1052 Any outstanding issues will be marked with! )< I. Please make the necessary corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with! I ATTACHMENTS: Engineering Application J Right-of-Way Application/Info. Sheet Storm Water Form Reference Documents OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: . DATE: REMARKS: - -. Notification of Engineering APPROVAL has been sent to via on E-36 Page 1 of 6 REV 4/30/11 C1312-206 Review # 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: E1 EZI North arrow [2J Driveway widths Eli E121 Existing & proposed structures. ElJ Existing or proposed sewer lateral [1111 E1211 Existing street improvements L71 Existing or proposed water service EIJ EI2II Property lines (show all dimensions) LII] LlI Submit on signed approved plans: Eli 11121 Easements DWG No. 428-9G G?11I Right-of-way width & adjacent streets Show on site plan: Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or anapproved drainage course. Eli EADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". LIII =Existing & proposed slopes and topography EIJ Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. El] LZI Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: =Site address Assessor's parcel number El] [1211 Legal description/lot number 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. LIII ElI Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 7 /MAP NO. 15332 Subdivision/Tract: CT 03-02 Reference No(s): DWG 428-9G/9F E-36 Page.2 of 6 REV 4/30/10 CB 12-206 Review # 3 DISCRETIONARY APPROVAL COMPLIANCE E1571 Project does not comply with the following engineering conditions of approval for project no.: CT 03-02 *All required items for completion of'civil plan review drawings and easements DEDICATION REQUIREMENTS =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 $ 20,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $606.00. Dedication required as follows: *Lot Line Adjustment, ADJ 11-04 -- approved 04/18/2012 -- *Sewer Easement, PR 11-36 -- approved 03/07/2012 -- IMPROVEMENT REQUIREMENTS EJ 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 $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. =1 F,71 Public improvements required as follows: *Civil plan check for improvement plan, DWG 428-9F -- approved 02/16/2012 -- -I Construction of the public improvements must 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 no 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: N/A (Not an alternative design Street) . E-36 Page 3 of 6 REV 6/30/10 UI' LII I Review # CB 12-206 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. =Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. *Grading Permit, GR 11-30 -- issued 02/07/2012 -- Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector , Grant Clavier (760) 602-2780 x7318 . The inspector will then provide the engineering counter with a release for the building permit. See minimum requirements for release of pad certification No grading permit required. E11 Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. 6. MISCELLANEOUS PERMITS FWW 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. Application to be made a minirnumof (2) weeks prior to commencing work Right-of-way permit required for: E-36 Page 4 of 6 REV 6130/10 MINIMUM REQUIREMENTS FOR LAND C IT Y 0 F DEVELOPMENT ENGINEERING DEPARTMENT CARLS BAD RELEASE OF PADS FOR BUILDING PERMIT The list below is provided as a general checklist to help you comply with pad release. If pad certification is required, all documentation must be provided to your Construction Management & Inspection division Inspector**. The inspector will then provide the Land Development Engineering counter with a release for the building permit. ** Always check with your inspector whether or not all items are required for pad release** LI Letter of request from developer. El 8-1/2 X 11 plat showing requested area. LI Preliminary soils report approved by the SoilsEngineer. LI Water source for fire fighting within 350' of combustibles LI Minimum 20' wide all weather road. LI -Sewer installed and available for use. LI Adequate progress on installation of slope irrigation and landscape. 0 Erosion control measures including basins and lined ditches installed. LI Retaining walls installed. CONSTRUCTION MANAGEMENT & INSPECTION SERVICES Office hours Monday -- Thursday: 7 a.m. -- 5 p.m.. Friday: 7 a.m. -- 4 p.m Telephone numbers General Information: 760-602-2780 x7301 Inspection Request Line: 760-438-3891 Fax: 760-438-4178 Address Construction Management and Inspection division 5950 El Camino Real Carlsbad, CA 92008 CB 12-206 Review # 3 7. STORM WATER Construction Compliance See Tier 3 Storm EJ Water Pollution Prevention Plan on file, SW11-41 D Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. J Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW' LIII Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance *************** See Storm Water Management Plan on file, SWM P11-15 *************** Storm Water Standards Questionnaire complete. =Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.gov/business/buildinci/Documents/EngStandsw-stds-vol4-ch2.pdf LJ Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) LII Vegetated Roof LI] Blo-retentions cell/rain garden LII Pervious pavement/payers LII Flow-through planter/vegetated or rock drip line LII Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape fl Other: E-36 Page 5 of 6 REV 4/30/10 CB 12-206 Review# 3 9. WATER METER REVIEW Domestic (potable) Use Per plumbing What size meter is required? calculations, ftjJ Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1 meter. sheet P0.3 NOTE: the connection fee, SDCWA system capacity charge and the 1.5" meter water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. FFyIJ For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 3/4" 8. FEES 7J Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? fl yes M no Permit No. Permit No. Project built after 1980 F-] yes no Impervious surface >50% yes F-1 no Impact unconstructed facility FJyes Eno Fire sprinklers required yes Eno (is addition over 150' from centerline) Upgrade E yes Eno No fees required 10. Additional Comments E-36 Page 6 of 6 REV 4/30/10 Fee Calculation Worksheet ENGINEERING DIVISION CT 03-02 GR 11-30 CARLSBAD RANCH PA 5/ MARBRISA Prepared by: Linda Ontiveros Date February 10, 2012 GEO DATA: LFMZ:13/ B&T: 3 Address: 1577 Marbrisa Cr Bldg. Permit #: CB 12-70 Fees Update by: lo. Date: 06/04/2012 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: (Treat as office) Sq.Ft./Units SF/1800 EDU's: Types of Use: ReclFitness Center Sq.Ft./Units 5582/1800 EDUs: 3.10 Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: (Treat as office) Sq.Ft./Units 20/1000 (SF) ADT's: Types of Use: Rec/Fitness Center Sq.Ft./Units 20/1000 (5582) ADT's: 112 Types of Use: Sq.Ft./Units . . ADT's: Types of Use: . Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD:E1YES (no bridge & thoroughfare fee in District #1 reduces Traffic Impact Fee) El NO 1. PARK-IN-LIEU FEE:ONW QUADRANT ONE QUADRANT OSE QUADRANT OW QUADRANT ADT.'S/UNITS: X FEE/ADT: =$ N/A 23RAFFIC IMPACT FEE: ADT'S/UNITS: 112 X FEE/ADT: 93.00 $ 10,416 BRIDGE & THOROUGHFARE FEE: fl DIST. #1 flDlSt#2 . DIST.#3 ADT'S/UNITS: 112 X FEE/ADT: 171 $ 19,152 FACILITIES MANAGEMENT FEE ZONE: 13 ADT'S/UNITS5.582sf FEEISQ,FT,IUNIT: .40 $ 2,232.80 SEWER FEE I EDU's 3.10 . X FEE/EDU: 1.096 . $ 3,397.60 BENEFIT AREA: S EDU's X FEE/EDU: =$ 6. DRAINAGE FEES: PLDA: EIHIGH MEDIUM LOW ACRES: X FEE/AC:.' $ . 7. POTABLE WATER FEES: UNITS I CODE I CONN. FEE I METER FEE I SDCWA FEE I TOTAL 1 1 • DI.5 1 15,088 628 1 13,476 1 29,192 Linda Ontiveros From: Linda Ontiveros Sent: Monday, July 09, 2012 9:20 AM To: 'kathyks@noaainc.com' Subject: 1577 Marbrisa Cr I CB 12-206 Attachments: CB 12-206_PC3.pdf Attached are the 3rd Engineering comments for CB 12-206 for 1577 Marbrisa Circle. Outstanding corrections have been marked with an DSJ as required by the Engineering division. Please review and resubmit corrected documents directly to the Building counter. Please contact me directly if you have any questions regarding the attached plan check corrections. CITY OF - CARLSBAD Development SeMce.s S Linda Ontiveros Engineering Technician Land Development Engineering . S www.carlsbadca.gov S P: 760-602-2773 5 F: 760-602-1052 5 linda.ontiveroscarlsbadca.gov S 1 <'- 7h BUILDING PLANCHECK - Development Services Land Development Engineering CITY OF CHECKLIST 1635 Faraday Avenue CARLSBAD E-36 760-602-2750 ENGINEERING Plan Check for CB 12-206 Review#1 Date: February 10, 2012 Project Address: 1577 Marbrisa Cr (Carlsbad Ranch PA 5) APN: 211-131-06-00 Project Description: Marbrisa Resort (Hilton@Grand Vacations Club): Valuation: 660,406 5,582 sf recreation/fitness center ENGINEERING Contact: Linda Ontivéros Email: iinda.ontiveros@carlsbadca.gov Phone:. 760-602-2773 Fax: 760-602-1052 Any outstanding issues will be.marked withj X I. Please make the necessary corrections to the plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specification to the Building division for resubmittal to the Engineering Division. Items that conform to permit requirements are marked with /I ATTACHMENTS: Engineering Application Right-of-Way Application/Info. Sheet Storm Water Form Reference Documents OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: DATE: REMARKS: Notification of Engineering APPROVAL has been sent to via On E-36 Page 1 of 6 1 REV 4/30/11 CB i-206 Review# 1 p 1. SITE PLAN Provide a fully dimensioned Site plan drawn to scale. Show: * * * * * * * * * * * * s1III Conformance of marked items will be txi satisfied once approved/ signed civil North arrow LJ Existing & proposed structures LJ Existing street improvements X Property lines (show all dimensions) . X Easements Right-of-way width ,& adjacent streets Driveway widths LIII Existing or proposed sewer lateral Existing or proposed water service Submit on signed approved plans: DWG No. 428-9G ading plan is Show on site plan: lip-sheeted ito the 1 71 uilding permit Ian set Drainage patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. =ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. Li Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: 112:] Site address Assessor's parcel number Legal description/lot number LIII 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. E1 LII Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 7 / MAP NO. 15332. Subdivision/Tract: CT 03-02- Reference No(s): DWG 428-9G/9F E-36 Page 2 of 6 REV 4/30/10 CB 1?-206 Review# 1 DISCRETIONARY APPROVAL COMPLIANCE X El Project does not comply with the following engineering conditions of approval for project no.: CT 03-02 *All required items for completion of civil plan review drawings and easements 3. DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easementson the building site is required for all new buildings and for remodels with a value at or exceeding $ 20,000.00 pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.06. I X fl Dedication required as follows: *Completion of civil plan check for Lot Line Adjustment, ADJ 11-04 *Completion of civil plan check for Sewer Easement, PR 11-36 4. IMPROVEMENT REQUIREMENTS EIII Eli All needed public improvements uponand adjacent to the building site must be constructed at time of building construction whenever the value of the construction 'exceeds $100,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. fl Public improvements required as follows: *Completion of civil plan check for public improvement plan, DWG 428-9F Eli Construction of the public improvements must 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 S 441 00 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: N/A (Not an alternative design street) E-36 Page 3 016 REV 6/30/10 -I Review# 1 CB 12-206 GRADING PERMIT REQUIREMENTS The conditions that-require a grading permit are found in Section 15.16 of the Municipal Code. =Inadequate information available an site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" X Grading Permit required. NOTE: Thegrading permit must be issued and rough grading approval obtained prior to issuance of a building permit. *completion of grading operations and pad certification received, GR 11-30 X J Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector , Joe McMahon (760) 602-2780 x7312 . The inspector will then provide the engineering counter with a release for the building permit. Eli EEl No grading permit required. Eli Minor Grading Permit required. See attached marked-up submittal checklist for project- specific requirements. MISCELLANEOUS PERMITS 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. Application to be made a minimum of (2) weeks prior to commencing work Right-of-way permit required for: E-36 Page 4 of 6 REV 6/30/10 CB 12-206 Review# 1 7. STORM WATER Construction Comoliance - kee Tier 3 Storm Water Pollution Prevention Plan on file, SW11-41 Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete LIIJ Requires Tier 1 Storm Water Pollution Prevention Plan. Please complete attached form and return (SW Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance See Storm Water Management Plan on file, SWMP11-15 1 * * * * * * * * Storm Water Standards Questionnaire complete. EIIIIIJ Storm Water Standards Questionnaire incomplete. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. http://www.carlsbadca.qov/business/buildinc/Documents/EngStandsw-stds-voI4-ch2.pdf Project needs to incorporate low impact development strategies throughout in one or more of the following ways: J Rainwater harvesting (rain barrels or cistern) fl Vegetated Roof LII Bio-retentions cell/rain garden LII Pervious pavement/payers LI Flow-through planter/vegetated or rock drip line LI Vegetated swales or rook infiltration swales Downspouts disconnect and discharge over landscape Other: E-36 Page 5 of 6 REV 4/30/10 C13-12-106 Review# 1 9. WATER METER REVIEW Domestic (potable) Use What size meter is required? EiJ Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will, be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be 3/4'• 8. FEES L Required fees are not yet entered in building permit. *Need additional information regarding meter fees Drainage fee applicable Added square feet Added square footage in last two years? EJ yes no Permit No. Permit No. Project built after 1980 j yes J no Impervious surface >50% • Jyes Elno Impact unconstructed facility • El yes Lino Fire sprinklers required ayes F-1 no (is addition over 150' from center line) Upgrade fl yes flno No fees required 10. Additional Comments E-36 Page 6 of 6 REV 4/30110 Fee Calculation Worksheet ENGINEERING DIVISION CT 03-02 GR 11.30 CARLSBAD RANCH PA5/MARBRISA Prepared by: Linda Ontiveros Date: February 10, 2012 GEO DATA: LFMZ: 13! B&T:. 3 Address: 1577 Marbrisa Cr Bldg. Permit#: GB 12-70 Fees Update by: Date: . Fees Update by: . Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: (Treat as office) Sq.Ft./Units SF/1800 EDU's: Types of Use: Rec/Fitness Center Sq.Ft./Units 5582/1800 EDU's: 3.10 Types of Use: Sq.Ft./Units EDU's: Types ofUse: . Sq.Ft./Units . EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: (Treat as office) Sq.Ft./Units 20/1000 (SF) ADT's: Types of Use: Rec/Fitness Center Sq.Ft./Units 20/1000 (5582) ADT's: 112 Types of Use: . Sq.Ft./Units. ADT's: Types of Use: . Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD:EYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) LINO 1. PARK-IN-LIEU FEE:L]NW QUADRANT LINE QUADRANT USE QUADRANT [13W QUADRANT ADT'S/UNITS: X FEE/ADT: $ N/A 23RAFFIC IMPACT FEE: . ADT'S/UNITS: 112 X FEE/ADT: 93.00 =$ 10,41.6 BRIDGE & THOROUGHFARE FEE: [11DISt.#1 EDIST.#2 DIST.#3 ADT'S/UNITS: 112 X FEE/ADT: 171 $ 19,152 FACILITIES MANAGEMENT FEE ZONE: 13 ADT'S/UN ITS 5,582sf FEE/SQ.FT./UNIT: .40 $ 2,232.80 SEWER FEE EDU's 3.10 X FEE/EDU:. 1,096 . $ 3,397.60 BENEFIT AREA: . . EDU's X FEE/EDU: I DRAINAGE FEES: PLDA: EIHIGH . EMEDIUM ELOW ACRES: X FEE/AC: . I POTABLE WATER FEES: UNITS I CODE I CONN. FEE I METER FEE I. SDCWA FEE I TOTAL. ?? I . ?? I ?? I ?? I ?? I ?? CITY OF CARLSBAD FEE STUDY REPORT FOR BRIDGE AND THOROUGHFARE DISTRICT NO. 3 (CANNON ROAD WEST) April 16, 1998 Prepared By GALEN N. PETERSON, P.E. Consufting Engineer San Diego, California (619) 487-7000 7 LFMP Zone 5 There are 20 parcels in LFMP Zone 5 that are included within the proposed area of benefit. The 18 parcels designated as Map No. 30 through 47 are fully developed parcels created with Phase V of the Carlsbad Research Center (CRC). These 18 parcels are subject to a tentative map condition of approval which requires construction of a secondary access prior to issuance of building permits on any of the parcels. Secondary access would occur with the extension of Faraday Avenue to Cannon Road and Cannon road east to El Camino Real or west to the existing terminus of Cannon Road. Interim secondary access may be allowed by the City from Camino Hills Drive to El Camino Real; however, City approval of the interim secondary access is conditioned upon the owner's participation in the financing of Cannon Road West. The remaining two: parcels designated as Map No. 28 and 29, are undeveloped and do not have any development approvals. Access to these parcels must occur through Phase V of CRC and therefore, any development of the property would be subject.to the same requirement for secondary access as was applied to the CRC properties. For this reason, these two properties are included within the proposed area of benefit for the Cannon Road West facility fee. LFMP Zone 8 There are four parcels in LFMP Zone 8 that are included within the proposed area of benefit All properties within LFMP Zone 8: are subject to a LFMP requirement to guarantee funding of Cannon Road from El Camino Real to Car Country Drive prior to development of the property. LFMP Zone 8 properties which have been excluded from the area of benefit include City owned property in Macano Canyon and privately owned properties located on the north shore of the Lagoon. The property within Zone 8 located on the north shore of the Lagoon will access the freeway and other regional routes by way of Park Drive and Tamarack Avenue.. and thus were not included in the proposed facility fee program; LFMP Zone 13 There are 14 parcels in LFMP Zone 13 that are included in the proposed. area of benefit. Each of these parcels is subject to a LFMP requirement to financially participate in the funding of all or some portion Of Cannon Road West. Several parcels: in LFMP Zone 13 located along Paseo. Del Norte and Armada Drive are not within the area of benefit and would not be subject to the Cannon Road West Facility Fee. These excluded parcels are considered to have responsibility for and benefit B&TD No.3 (Cannon Road West)5.doc 4116/98 -6- from Palomar Airport Road and were included in both Assessment District (A.D.) No. 86-1 for the construction of Palomar Airport Road from Paseo Del Norte to Palomar Oaks Way, as well as A.D. No. 95-1 (Carlsbad Ranch) which acquired the lien for A.D. No. 86-1 on the parcels in A.D. No. 95-I. LFMP Zone 24 There are 241 parcels in LFMP Zone 24 that are included in the proposed area of benefit. The existing mobile home park within Zone 24 is not included within the area of benefit. The approved Zone 24 LFMP requires that a financing plan guaranteeing the construction of Cannon Road from El Camino Real to Car Country Drive be approved by the City prior to any development occurring within the zone. This requirement was placed on development within Zone 24 because the traffic on Cannon Road West generated by the development of Zone 24 is projected to exceed the Growth Management threshold requiring implementation of a financing plan requiring construction of the facility. METHODOLOGY TO DETERMINE FEE Since Cannon Road West is a major arterial roadway, and future parcels will gain access to this arterial by means of collector roadways, the measure of average daily trips (ADT) will be utilized as the methodology to apportion benefit within the boundary of the fee district. The approved LFMP zone plans, proposed and approved tentative maps, and recorded final maps were utilized to determine the projected land uses and development potential of each parcel included within the area of benefit. Projected ADT totals were then estimated using traffic generation rates obtained from the December 19 ition e SANDAG trip generation table (included in Appendix B). The ADT rojections a e parcel are listed within Appendix C of this report. There are a tot I of 45,258 AD in the area of benefit. The traffic projections listed in Appendix C are for future development only and dO not include ADT figures for existing residences located on property within the proposed area of benefit. Existing residences are exempt from the proposed fee program; however, any additional development in excess of the existing units on such a property is subject to the facility fee. There are presently three existing units within the proposed area of benefit, two in LFMP Zone 24, and one in LFMP Zone B. FEE CALCULA flON The proposed facility The is calculated by dividing the total unfunded cosj1QrannQn Road. West by the total number of ADT anticipated to begenerated- by the undevelopidproperty within the area of benefit. The unfunded cost, amounting to B&TD No.3 (Cannon Road West)5.doc 4/16/98 . -7- - $5,611,293 was identified in the previous section entitled "Funding Sources. The total ADT of 45,258 was previously identified in the section entitled "Methodology to Determine Fee." The proposed facility fee is therefore calculated by dividing the unfunded costs by the total ADT as follows: Facility Fee = $5,611,293 + 45,258 ADT = $123.98/ADT, Say $124/ADT The proposed Bridge and Thoroughfare District No. 3 has been divided into two benefit zones A and B to reflect a credit for the existing assessment of $36.96 per ADT (estimated at that time) that was previously charged to all parcels in Zone A by means of Assessment District No. 95-1. Accordingly, all parcels in Zone A will be charged a fee of $124 per ADT less the amount assessed which is shown in Table 3. The remaining parcels in Zone B will pay the total fee of $124 per ADT. Table 3 ASSESSMENT DISTRICT NO.. 954 ASSESSMENTS FOR CANNON ROAD Map# APN Land Owner ADT For Assessment Use A.D. 95-1 10 21102225 0/PI KREG- OC, LP 1,210. $44,718 11 21102310 0/PI GEMOLOGICAL INSTIT. 2,305. $85,186 12* 21102311 Golf CARLSBAD RANCH CO. 13 21102312 0/PI RANCH, PAUL ECKE 2,395 $88,512 14 21102313 Golf CARLSBAD RANCH CO. 600 $22,174 15 21110001 0/P1 CARLSBAD RANCH CO. 1,443 $53,310 16 21110002 0/Pt CARLSBAD RANCH CO. 1,445 $53,403 17 21110007 OS CARLSBAD. RANCH CO,.p' .. - - £ \'- 18 21110008 T-R CARLSBAD ESTATE 7,500 $277.177 19 2111001.1 Lego Dr., LEGO CARLSBAD AG P . Total $624,479 *ADT for this parcel combined witti parcel shown as map no., 14 37 The amount of the fee for each developing parcel within the District is calculated by multiplying the facility fee of $124/ADT by the total ADT generated by the proposed development less any credit for the previous assessment in Assessment District No. 95-1 shown in Table 3. Appendix C shows the development potential, general plan land use; estimated ADT, and proposed facility fee for each parcel in the area of benefit It should be noted that the fees listed in Appendix C are estimates based upon currently proposed land uses and growth management projections. The actual fee will be determined at time of development based upon the approved land use and the trip generation rates projected at the time building permits are issued. BUD No.3 (Cannon Road West)5.doc 4/16198 . Agreements have been entered into with several developments to pay their fair share cost of the Cannon Road West facility fee. These developments are identified as follows: Carlsbad Tract 91-02 (Eagle Canyon) Carlsbad Tract 91-03 (Evan's Point) Carlsbad Tract 85-24 Unit No. 5 (Koll Research Center Phase 5) Carlsbad. Tract 92-07 (Lot 5 and 6 of Carlsbad Ranch) - GIA Carlsbad Tract 94-09 (Lot 5 of Carlsbad Ranch)' - Golf Course CarlsbadTract 94-09 (Lot 6 of Carlsbad Ranch) - NIA (Kreg-O.C. LP) Carlsbad Tract 94-09 (Lots 9 and 10 of Carlsbad Ranch) These developments were allowed to proceed with development on the condition that they deposit an initial amount per estimated ADT. The actual amount of their fair share payment shall be determined by the City Council at the time this fee program is established and will be based on the actual dollar per; ADT approved by the City Council times the number of trips established in the agreements. The number of ADT and the full amount of. the. fee for each parcel In the development is reflected ,in Appendix C and included in the total fee program. The agreement for Carlsbad Tract 85-24 places the full amount of the fee for all 18 parcels on one parcel, lot 109 of C.T. 85-24, APN 212-130-43. However, Appendix C shows all of the 18 parcels which total 38.7 net developable acres.. FEE PROGRAM The following recommendations make up the full extent of the facility fee program: 1.' Based on the above, the recommended Bridge and Thoroughfare District No. 3 (B&TD #3) Fee for the Cannon Road West Facility is $124 per ADT in Benefit Zone B 'and $124' per ADT less any credit for, the previous assessment in Assessment District No. 95-1 in Benefit Zone A. -. The fee is to be paid at the time of building permit issuance ' The ADT for each project shall be based upon the latest edition of the. Brief GUide for Vehicular. Traffic Generation Rates for. the San Diego Region. produced by the San Diego Association of Governments (SANDAG). A single family detached residence has an ADT of 10. For multiple land uses and/or land uses not included in the Guidelines, the City Engineer shall determine the appropriate traffic generation rate. .' The BUD #3 Fee will be reviewed and adjusted, if necessary,' when major changes occur (such as a determination of increase in cost of improvements, B&TD No. 3 (Cannon Road West)5.doo 4116198 -9- or changes in proposed development or number of average daily trips) or periodically by. the City, based on actual construction incidental, and acquisition costs or engineering cost estimates and/or the actual number of units constructed or authorized to be constructed in BUD #3. The BUD #3 Fee will be adjusted annually as a part of the City's Capital Improvement Program budget process. The BUD #3 Fee will be adjusted according to the increase in the Engineering News Record, City of Los. Angeles Construction Cost Index. The costs included in Appendix A are based on the December 1, 1997 Index of 6663.55 The City may use at its discretion all or a portion of the BUD #3 Fee fund to design and/or construct any portion of Cannon Road West. Alternatively, the City may give credits or make reimbursement payments to eligible developers. A developer who acquires any right of way, designs and/or constructs any of the improvements or installs any required mitigation for the segments of Cannon Road West covered by the fee program may be eligible for credit and/or reimbursement, subject to the approval of the City Council. Only those improvements or work included within the cost estimates upon which the BUD #3 Fee is based are eligible for credit and/or reimbursement. ' Credit and/or reimbursement (if funds are available) may be given for the actual costs incurred by the developer for the improvements' subject to the limits defined below: Credit The amount of credit is limited to the total amount of BUD #3 Fee which would be payable by the developer for his/her development but not to exceed the Estimated Cost of the Improvements, as set forth in the fee program documents, or the developer's actual cost of the improvements, whichever is less. ' Once the credit has been determined for a development, the credit shall be considered to run with the land and be awarded on a building permit by permit basis to whomever is listed as the building permit permittee. Reimbursement Reimbursements shall be made in accordance with City Council Policy. B&TD No. 3 (Cannon Road West)5.doc 4/16198 -10- It / LEtWD' .• ,. - - -- PROPOSED LOT LINES - EX/ST1NC LOT LINES EX/SJ1NO EASEMENTS \ LOT APA?211-1J1-04 N57 044 '55"/VfR) \ £1 NOTES 12 1. SEE SHEETJFOR L3 14 EASEMENT NOTES 15 15 2 SEE SHEET J FOR CS ,' EX/517N6' LOT DIMENSIONS AW°1425'PRc2 / I I - I tX/SliNG LOT LINES N64 '4455t (PRc,) ---------- I •? ,- MAP 15332 \ \ I LOT I AP42i1-1J/-06 \ -- I I \ I "N \c ,' tk Nlol (7 N / - C7 LOT - - \A/W211-/Ji-05 17 • -.. PROPOSED LOT LINES 3.31 18 110 SCAL-E 1 '=200' CS / Z9 LOT 15 C5 'Y5_ '4'It fRj] L - - - - - • 0 200 400 AOL! 11- ADJJS1IIEWT P/AT - a',r ar EXHIBIT £6 A.WW 8JA ARM EXCEL ENGINEERING MICHAEL 0. LEVIN LS 5896 211-137-05 , 06 07 0.9 C/TV ENC/NEER EXP 440 STATE PLACE 440 STA it. PLACE ESCOND/OO, CA 92029 ESCOND/DO, CA 92029 (760)745-8118 (760)745-8118 REQ NO DA /T PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 12-0206 DATE FEBRUARY 6,2012 ADDRESS 1577 MARBRISA CIRCLE RESIDENTIAL ADDITION- POOL/SPA MINOR (<179000.00) TENANT IMPROVEMENT RETAINING WALL COMPLETE OFFICE BUILDING VILLAGE FAIRE SOLAR PANELS OTHER RECREATION/CLUBHOUSE POOL BUILDING 0 PLANNER CHRISTER WESTMAN DATE FEB 06, 2012 ENGINEER 0 DATE_____________ II:\ADI1N\Ill1NTEI/PL4NNINC/ENGlNEERINC APPROVALS CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: July 12, 2012 PROJECT NAME: PROJECT ID: PLAN CHECK NO: CB 12-0206 SET#: 3 ADDRESS: 1577 MARBRISA APN: 211-130-02 This plan check review is complete and has been APPROVED by the FIRE Division. By: GREG RYAN A Final Inspection by the FIRE Division is required Z Yes n No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Kathleen Lawrence 760:602-2741 Kathleen!Lawrence@carlsbadca.gov Z Greg Ryan 7606024663 Gregorv.Ryan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carIsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Carlsbad Fire Department Plan Review Requirements Category: COMM1ND, COMM Date of Report: 07-12-2012 Reviewed by: Name: CATHY SMITH Address: 2398 SAN DIEGO AVE SAN DIEGO CA 92110 Permit #: CB 120206 Job Name: MARBRISA RESORT. Job Address: 1577 MARBRISA CR CBAD A."040o I.Y.'IY I - nu U fl1 .. ---W. ... 'tu i:1 r mininrJEi'ri milf ii t'fl'fli iri iiinnrJiMuiUi 1iuuOr- w1u'jIwu.0 .1 t iWMUITIhJ 111Jflh1U$1bJ,uIU1'JffflUt1J11iIU11l'flL'1 Vu' 1TPTti11 iLiJ1IJi 1111 WI'1 rrIwMfII 2i! ('j!I!!Il sq &J.IjAJ!U LW. I.j! AI I!$)U ItI1 Conditions: V[MET] 1. The CUPA form submitted to SDCEHD is NOT approved, it is only blue carded which permits construction. CFD shall contact SDCEHD with our notes regarding the RQ. It is not believed that this revision will result in any change in application status. VTEVISE 'UNIFIED PROGRAM CONSOLIDATED FORM - HAZARDOUS MATERIALS' SUBMITTAL FOR SODIUM HYPOCHLORITE AS FOLLOWS: LARGEST CONTAINER: 350 GAL; AVERAGE DAILY AMOUNT: 700 GAL; MAXIMUM DAILY AMOUNT: 700 GAL. In accordance with CBC 303 (2010 ed.) Swimming Pools are categorized as an A-4 occupancy, NOT an "B" occupancy. /1i accordance with CBC 303 the kitchen and bar would categorized as an A occupancy, these are not personal use facilities but operated as a commercial enterprise in support of or in accessory to an A occupancy by the owner which places them into an A-- occupancy group. /(ame is true for the 'ClUbhouse' if seated (Concentrated) o.l. is 103 occupants, with tables and chairs (Un-concentrated) 48 o.l., and Standing 240 o.l. kl*fhe Fitness Room-- unless it is demonstrated that there shall be stationary exercise equipment installed in this room, then it shall be assumed that this room or area shall be a multi-function room and the most conservative occupancy group and occupant load numbers shall be applied. If this room is desiganted as an A-3 occupancy area the o.l. will be revised accordingly. /Lastly, the pool equipment room while it. can be argued and I would concede that this is not an 'H1 occupancy, it could be argued that this is area by definition is not an 'F-2' occupancy either. I will agree to this designation in the absence of any other.. v'egading the pool/spa water heaters, I am asking for clarification as to their actial BTU input. One plan shows all are 399 BTU (Sheets SP-5 and P-0.3) and another (SP-6) shows them as 409 BTU's. Which is the correct appliance. . . Entry: 07/12/2012 By: GR Action: CO Entry: 07/12/2012 By: GR Action: AP Carlsbad Fire Department BUILDING DEPT. 1• Plan Review Requirements Category: COMM1ND , COMM Date of Report: 07-03-2012 Reviewed by: Name: CATHY SMITH Address: 2398 SAN DIEGO AVE SAN DIEGO CA 92110 Permit #: CB 120206 Job Name: MARBRISA RESORT Job Address: <'1577 MARBRISA CR CBAD LETE The item you have submitted for review is incomplete. At this time, this office cannot adequa e y conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond:C0N0005531 [NOT MET] 1. ADD NOTE TO SHEET A-i UNDER THE HEADING "FIRE DEPT. NOTES" -3. SHALL OBTAIN REQUIRED OPERATIONAL USE PERMITS AS REQUIRED CFC 105.6 FOR a. CORROSIVE LIQUIDS; b. WATER REACTIVE; c. TOXIC LIQUIDS. ADD NOTE TO SHEET A-i UNDER THE HEADING "DEFERRED SUBMITTALS" -3. KITCHEN HOOD FIXED FIRE SUPPRESSION SYSTEM. SHEET E-2: ADD 'EM' LIGHT(S) IN BASEMENT. PROVIDE PROPER SIGNAGE AND PLACARDING OF ALL SPACES IDENTIFYING USES AND HAZARDS. CFD REQUIRES THAT ALL AREAS AND ROOMS BE IDENTIFIED BY USE IN CLEAR TEXT WITH LETTERING NO LESS THAN 2-INCHES IN HEIGHT WITH NO LESS THAN .25-INCH STROKE IN CONTRASTING COLOR TO BACKGROUND. HAZARD.COMMUNICATION SIGNAGE SHALL IDENTIFY ALL AREAS THAT PRESENT ELECTRICAL SHOCK HAZARD WITH SIGNAGE STATING 'ELECTRICAL'. CHEMICAL HAZARDS SHALL BE IDENTIFIED BY PLACEMENT OF A FOUR COLORED DIAMOND NO LESS THAT 15 BY 15-INCHES WITH 4-INCH CHARACTERS IN EACH COLORED SQUARE AS FOLLOWS: NUMBER '3' IN THE BLUE DIAMOND; NUMBER '0' IN THE RED DIAMOND; NUMBER '0' IN THE YELLOW DIAMOND AND THE LETTER 'W' WITH HORIZONTAL LINE THROUGH IT IN THE WHITE DIAMOND ON ALL FOUR SIDES OF THE BUILDING WHICH HOUSES THE POOL EQUIPMENT AND ON THE DOOR ACCESSING THE POOL EQUIPMENT ROOM. PROVIDE A RECESSED 3200 SERIES KNOX KEY BOX ON THE WALL ADJACENT TO THE CLUBHOUSE DOUBLE DOOR AT MATCHLINES H/7; AND ON THE CORNER WALL OF THE FITNESS BUILDING AT MATCHLINE 1/12. REVISE 'UNIFIED PROGRAM CONSOLIDATED FORM - HAZARDOUS MATERIALS' SUBMITTAL FOR SODIUM HYPOCHLO1UTE AS FOLLOWS: LARGEST CONTAINER: 350 GAL; AVERAGE DAILY AMOUNT: 700 GAL; MAXIMUM DAILY AMOUNT: 700 GAL. - Entry: 07/03/2012 By: GR Action: CO Daryl K. Jams & Associates, Inc. Rechecked By: Daryl Kit James 205 Colina Terrace BLDG DEPT COPY Vista, CA 92084 Plan Check Date: 6/21/2012 Page: 1 of 7 P!TIbAI RECOMMENDATION FOR APPROVAL The following comments, in blue font print, require correction, clarification or additional information before this plan check can be approved for permit issuance: MI & M2, added to the set, must be stamped and signed. MEP - Attach penetration details in rated assemblies' accordance with 2010 CBC, Section 713 and 716 including fire-stopping product listing. Attach a copy of letter from Excel Engineering Attach a copy of Technical Report APPLICANT: Cathy Smith JURISDICTION: Carlsbad Fire Department PROJECT NAME: CLUBHOUSE, Grand Pacific Resorts PROJECTADDRESS: 1577 Marbrisa Circle PROJECT DESCRIPTION: CB120206 New Construction: 1 Story Type V-B Sprinklered (w/basement). Use: Recreation/Fitness Center. This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. FLS COMMENTS (non-structural plan review): Page one of your response sheet shows plan check #: C13120070; I believe is project #:CB120206. OK 'SHEET A-I, GENERAL INFORMATION TITLE SHEET: Revise 'General Note No. 17;" delete wording that refers to "Apartments," include size and distribution provisions listed in 2010 CFC, Section 906.3 [California Code of Regulations, Title 19, Division 1; §567.6 (a) through (k) Distribution of Fire Extinguishers]. Revise "General Note No. 20;" delete the wording "before the building is occupied," andreplàce with the words "prior to construction; except Deferred Approval items that are submitted for review and approval during various stages of construction." Revise "General Note No. 24" to reflect extinguisher installation requirements; mounting heights for portable fire extinguishers having a gross weight above or below 40 pounds shall be installed in accordance with 2010 CFC, Sections 906.9,1 through 906.9.3 [California Code of Regulations, Title 19, Division 1; §567.6 Mounting]. Note: Indicate whether extinguishers are to be surface mounted, recessed, or semi-recessed; provide details of construction where installation involves recessed or semi-recessed mounting applications. Add additional Fire Department Notes under the "FIRE DEPARTMENT NOTES" heading that identify which Deferred Approval items will be part of the CLUBHOUSE Project. Add list of deferred submittals: Fully-Automatic Fire Sprinkler System, California 2010 Fire Code, Section 903,, and NFPA 13, 2010 edition. Fire Alarm and Detection System, 2010 CFC, Sections 907-907.2 (for all uses, or occupancy groups associated with this project), and NFPA 72, 2010 edition. c. C6mmerciaI Hood and Duct System - Type I, UL 300 compliant, 2010 CFC, Sections 609.2, 904.2.1, and 904.11.5.2 [Title 19, Division 1]; California Mechanical Code, Chapters 5 and 6 [NFPA 961, and NFPA 12, 2005; NFPA 17, 2002; and NFPA 17A, 2002. Clarify if are you specifically referring to the hood and duct system (exhaust only), and not the actual fire suppression system? As you are aware, fire suppression systems are deferred approval items, and are not reviewed as part of fire and life submittals. This review to include hood, not a suppression system. Revise the "Sheet Index" on the Title Sheet and/or on individual sheets (drawings) to show the same description in the lower right margin, typical. Clarify the note on Sheet M2.1 where it states that the pool "Pool Equipment Room" is part of a future permit; revise to show that the 1,667 S.F. Basement is in fact an occupancy that is part of this permit. Refer to 2010 CFC Sections, 105.6.16; 105.6.20; 105.7.7; and 105.7.8-for required permits. If the enclosed basement is specifically used for "Pool Equipment," then the applicant for this building permit must submit an Information Report (technical report) to the Building and Fire Official's; the opinion and report shall define the building and fire code requirements necessary to prevent, control and mitigate dangerous conditions related to storage, use, dispensing, mixing and handling of hazardous materials (flammable/combustible liquids), which may be located in the "Pool Equipment Room" (basement), refer to 2010 CBC, Section 414.1.2.1. In addition, prepare and attach a Hazardous Materials Inventory Statement (HMIS) to the Information Report (technical report), refer to 2010 CFC, Section 2701 .5.2. (NOTE: The expert opinion offered in the Technical Report may suggest control measures that may include, but are not limited to 2-hour fire-resistive-rating requirements intended to separate the fitness center from the basement, refer to 2010 CBC, Section 414.2.4; and 2010 CFC, Section 2703.8.3.4). The form enclosed does not substitute for the required report. In addition, Sodium Hypochlorite is produced with the use of gaseous chlorine; a delta 1, clouded note was added to Sheet A- 1, the note states that "hazardous Materials" exceed the MAQ's listed in CBC, Table 307. Please provide a Technical Report and Opinion exclusive to the pool equipment in the basement where more than 100 gallons of Hydrogen Chloride-HCl and Sodium Hypochlorite will be used and stored. Refer to CBC 414.1.2.1, and CFC, 2703.8.3.4. Reviewed as a liquid condition. Gas is not permitted in basements. Where the intent is to house 'Gas Chlorination Equipment," other means to shall be provided, as compressed chlorine gas storage containers and associated chlorinating equipment are prohibited in basements or below ground, refer to 2010 CBC, Section 312213.1. Revise the "Building Information" data to reflect the construction of membrane structures (open trellis/pedestrian walkway) that are connected and attached to the Clubhouse Bar and Fitness Center; coordinate with Sheet A-3; See comments 2. and 3. under SHEET A-3, FIRST FLOOR PLAN: Update the Code References to show the current year of California Amendments (2010), and Show NFPA Standards specific to this project (refer to 2010 CFC Chapter 47, Referenced Standards): 2010 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 2010 California Building Code (CBC), Volumes I and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on the 2009 International Building Code (IBC) with 2010 Amendments 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Mechanical Code (UMC) with 2010 Amendments 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform PlUmbing Code (UMC) with 2010 Amendments 2010 California Energy Code 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) with 2010 Amendments V SHEET A-2, SITE PLANS: Provide Civil Drawings (approved by Fire Marshal of the City of Carlsbad Fire Department). Please provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The approved hydrant and FDC plan shall then be forwarded to me as part of the corrected plan set. The Fire Flow for the building must be reviewed and approved by the Carlsbad Fire Department as per the Carlsbad Municipal Code Section 17.04.210. The approved fire flow of the building shall then be forwarded to me as part of the corrected plan set. Please provide a revised plan indicating the approved emergency access. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The access plan must show no parking fire lanes as per the Carlsbad Municipal Code 17.04.130 and the C.F.C. Section 503.3. The approved fire access plan shall then be forwarded to me as part of the corrected plan set. No parking fire lane plan to be approved by the Fire Marshal of the City of Carlsbad. Provide a letter from the local water department stating that the available water supply is capable of supplying the required fire flow for this building, any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B &C will need to be approved by the Carlsbad Fire Department. NOTE: The fire sprinkler system demand, as determined through approved hydraulic calculations may suggest the need for a fire pump where the available water supply cannot meet the system demand. Deferred to Deputy Fire Marshal Approval. Identify if project is in Carlsbad "High Fire Hazard Severity Zone" as per Carlsbad Ordinance 17.04.090. Show location of proposed numeric address on building. Address numbers must meet Carlsbad Ordinance 17.04.310 minimum 12 inches high with a 1h/2 inch stroke. Carlsbad Ordinance 17.04.350 "When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or firefighting purposes, a key box will be required and installed in an accessible location. The key box shall be a type approved by the Fire Code Official and shall contain keys to gain necessary access as required by the Fire Code Official." Provide a note on the plans. V SHEET A-3, FIRST FLOOR PLAN: Revise the MOE PLAN (Sheet A-3, Detail 4) to reflect the correct Area Dimensions and Occupant Load Factors; the O.L. info for the Fitness Center should show: 1,660 S.F.~ 50 = 33, based on Building Area data shown on Sheet A-i, and the Exercise Room allowance shown on 2010 CBC, Table 1004.1.1, typical. The mechanical and plumbing basement plans (Sheets M2.1 and P2.1) do not show any pool equipment, such as; heating equipment (boilers/furnaces), water heaters, etc. In order to accurately assess egress requirements for the basement (Pool Equipment Room), you will need to obtain information which identifies the size and type of heating equipment for the pool/spa; any fuel-fired equipment exceeding 400,000 Btu's will trigger a separate means of egress from the basement (two- exit access doorways). Refer to 2010 CBC, Section 1015.3. The 580 S.F. structure (trellis) connecting the Clubhouse and Fitness Center must be classified as a Membrane-Covered Structure or a Pedestrian Walkway (entry), in accordance with 2010 CBC, Chapter 31, Sections 3102.1 and 3104.3; also clarify type of construction, and extent of fire-resistive materials, where required; coordinate with Sheet A-8, Detail 1; and Sheet A-6, Section Detail 8. 3 Clarif the construction material requirements for the open patio/trellis type structures that are attached to the Clubhouse Bar and Fitness Center, refer to 2010 CBC, Section 3105.4; or otherwise classify as Non-Combustible Membrane Structures, refer to 2010 CBC, Section 3102.3; coordinate with Sheet A-8, Detail 1; and Sheet A-6, Elevation Detail 2. CLUBHOUSE AND FITNESS CENTER. Show locations of fire extinguishers, as required by 2010 CFC, Section 906 [California Code of Regulations, Title 19, Division 1, Chapter 3]. KITCHEN. Show a Class "K" portable fire extinguisher in the kitchen of the Clubhouse, mounted within 30 feet of the commercial cooking equipment, refer to 2010 CFC Sections 904.11.5.2; 906.1 (2.); and 906.4 (a)(b)(c). BASEMENT. Show a fire extinguisher in the basement "pool equipment room", as required by 2010 CFC, Section 906.1, see locations identified in items: (1.)(3.)(5.)(6.). EXTINGUISHER INSTALLATION: Mounting heights for portable fire extinguishers having a gross weight above or below 40 pounds shall be installed in accordance with 2010 CFC, Section 906.9,1 through 906.9.3 [California Code of Regulations, Title 19, Division 1; §567.6 Mounting]. Note: Indicate whether extinguishers are to be surface mounted, recessed, or semi-recessed; provide details of construction where installation involves recessed or semi-recessed mounting applications. 6/SHEET A-4, BASEMENT FLOOR & CLG. PLANS I SLAB: 1) Coordinate with revised drawings. 'SHEET A-5, 1stFLR. REF. CEILING & ROOF PLANS: 1) Coordinate with revised drawings. 'SHEET A-6, EXTERIOR ELEVATIONS /SECTIONS: Clarify the construction material requirements for the open patio/trellis type structures that are attached to the Clubhouse Bar and Fitness Center, refer to 2010 CBC, Section 3105.4; or otherwise classify as Non- Combustible Membrane Structures, refer to 2010 CBC, Section 3102.3; coordinate with Sheet A-B; revise all details that pertain to the design and construction of the open patio/trellis type structures, typical. Clarify the separation requirements (2-hour Horizontal Assembly) between the fitness center at grade level and basement located below the level of exit discharge; refer to 2010 CBC, Section 414.2.4. Clarify the number of exits required from the basement (two-exit access doorways?). Refer to 2010 CBC, Section 1015.3. 'SHEET A-7, INTERIOR ELEVS, DOOR & WIND SCHED: 1) Revise the door schedule to show a 60 minute fire-rated assembly, and 3,4-hour glazing in the "Remarks" column/row of Door number 7. Update the "Key Remarks" box to show Door Hardware the meets the fire- rated requicements of door number 7. Refer to Sheet A-3, First Floor Plan (storage room). V SHEET A-8, DETAILS: Clarify the construction requirements for the open patio/trellis type structures that are attached to the Clubhouse Bar and Fitness Center, refer to 2010 CBC, Section 3105.4; or otherwise classify as Non- Combustible Membrane Structures, refer to 2010 CBC, Section 3102.3. Refer to detail A-8/1 (trellis/foam column). ELEMENTS REMOVED FROM THE PLANS PER THE CLIENT'S DIRECTION. N/A. Provide a detail that shows fire extinguisher installation requirements; the detail(s) should Indicate whether extinguishers are surface mounted, or recessed/semi-recessed in approved cabinets; include mounting height dimensions; as required by 2010 CFC, Section 906.9,1 through 906.9.3 [California Code of Regulations, Title 19, Division 1; §567.6 Mounting]. 4 If it is detrmined that a 2-hr or 3-hr horizontal assembly isrequired, Sheet A-8 must include details that reflect the applicable fire-resistive construction requirements. In addition, Wall Legends and Notes on Sheets A-3 and A-6 will have to be updated to correspond with the basement plans, and they will also need to show detail call-outs indicating the sheet and detail number of the referenced F.R. Assemblies (example: Sheet A-8/Detail 16). Provide approved protection details for through penetrations and membrane penetrations. Details must reflect methods utilized to maintain the construction where fixtures are recessed within fire-rated wall assemblies; also provide a note on plans stating: "Penetrations of fire-resistive walls, floor/ceiling and roof/ceiling assemblies shall be protected as required by 2010 CBC, Sections, 713.3 and 713.4. V SHEET A-9, INTERIOR FINISH PLANS: Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base, 2010 CFC, Section 804 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. Denote all decorative materials and trim and evidence of compliance in accordance with 2010 CFC 807.2 'SHEET MO.1, MECHANICAL LEGEND, NOTES, & SCHEDULES: Revise "Mechanical Plan Check Note #16." to show current Title 24, CCR references, as adopted by the California Building Standards Commission, coordinate with Sheet A-I. Add a note to the A/C Unit Schedule to clarify auto-shutdown requirements where the aggregate CFM (1,400 x 2 = 2,800 CFM) of all air-movement systems and equipment produce more than 2,000 CFM, revise remarks column and notes to specify the provisions of CMC 609.0, Exception (2), where applicable. Field Verify. Clarify missing information on the Fan Schedule; coordinate with Sheet M2.1, sheet note #1. Also, Exhaust Fan No. 4 must comply with the provisions of 2010 CMC, Chapter 4. SHEET M2.0, CALIFORNIA TITLE 24 COMPLIANCE: No comments 'SHEET M2.1, MECHANICAL BASEMENT PLAN: 1) Clarify the note that states: "Basement Pool Equipment Room shall be completed under a future permit"; revise to show that the .1,667 S.F. Basement is in fact part of the design and construction, as submitted for review and approval under this permit. Refer to 2010 CFC Sections, 105.6.16; 105.6.20; 105.7.7; and 105.7.8 for required permits. Coordinate with scope of work statement on Sheet A-I. Provided SHEET M2.2, MECHANICAL SCHEDULES: 1) Clarify duct penetrations for ventilation at the Clubhouse Storage Room; show combination smoke/fire dampers at all locations where ducts penetrate fire rated assemblies. Refer to CBC, Sections, 716.5.4 and 716.5.4.1 (2.3 and 2.5). SHEET M2.3, MECHANICAL ROOF PLAN: No comments SHEET M5.1, MECHANICAL DETAILS: 1) Revise mechanical equipment details to in fire safety provisions for HVAC auto shutdown and automatic closure of smoke/fire dampers, typical. Coordinate with mechanical plans and equipment schedules details must show manufacture and listing information, including schematics that clearly depict wiring for control relays and connection to the building fire alarm system, typical, refer to 2010 CFC, Sections 907.3 and 907.4.1, where applicable. 2) Provide a detail of a smoke/fire damper penetrating a fire rated assembly, include installation notes, information pertaining to the actuator/motor, and coordinate with mechanical and electrical plans, where applicable: SHEET P0.1, PLUMBING LEGEND, NOTES & SCHEDULES: No comments SHEET P0.2, PLUMBING SCHEDULES: No comments 'SHEET P0.3, PLUMBING CALCULATIONS: 1) The "Ansul Valve" shown on the Clubhouse - Natural Gas Riser Diagram must comply with the interlock requirements defined in 2010 CFC, Sections 904.3.3 and 904.11.2; add a note on plans that describes the fire safety function, as it relates to the fuel supply of the commercial cooking equipment. 'SHEET P1.0, PLUMBING SITE PLAN: 7) Provide Civil drawings that show the required fire protection components, devices, and equipment. NOTE: Underground plans must comply with the Codes and Ordinances adopted by the City of Carlsbad Fire Department (Civil drawings must have a wet signature signed on the 'seal of the Professional Engineer, and a stamp and wet signature from the fire code official). Deferred to Deputy Fire Marshal Approval. VSHEET P2.1, PLUMBING BASEMENT PLAN: 1) Clarify piping plan for pool equipment; plumbing for gas, water, etc. . SHEET P2.2, PLUMBING FIRST FLOOR PLAN: No comments SHEET P2.3, PLUMBING ROOF PLAN: No comments SHEET P3.1, PLUMBING WATER & DWV PLAN: No comments SHEET 5.1, PLUMBING DETAILS: No comments SHEET 5.1, PLUMBING DETAILS: 1) Provide pipe penetration details for every type of fire-rated assembly that is part of the design and construction of this building; include hourly rating and fire stopping assembly numbers (U.L., Gyp. W.B., or 3M), and show the applicable Flame & Temperature ratings, refer to 2010 CBC, Section 713. fr'SHEET E-1.0, ELECTRICAL SCHEDULES: E-10 1) Revise "General Note" No.12., to read: "All electrical work shall comply with the California Electrical Code (CEC), and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad." VSHEET E-2.0, ELECTRICAL BASEMENT PLANS: 1) Provide a complete electrical plan for all pool equipment; the Electrical Engineer must design the electrical system in accordance with the requirements contained in the 2010 California Electrical Code, Article 680; refer to CEC, Sections 680.13 and 680.20. SHEET E-3.0, ELECTRICAL 1st FLR LIGHTING PLAN: No comments V'SHEET E-3.0, ELECTRICAL 1st FLR LIGHTING PLAN: ' 1) Add the following notes on Sheet: E-3.0 rAeans of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006 Exit signs shall be illuminated at all times and equipped with not less than 90-minute battery backup. 2010 CBC, Section 1011.5.3 I/SHEET E-4.0. ELECTRICAL 1st FLR PWR PLAN: E-5 1) Add a note and wiring schematic on plans that describes the auto-shutoff (fire safety) function in the Kitchen, as it relates to the interconnection of the electrical power supply serving the commercial cooking equipment, refer to 2010CFC, Section 904.11.2. SHEET E-5.0, ELECTRICAL ROOF PLAN: No comments SHEET E-6.0, ELECTRICAL EXT T-24: No comments SHEET E-7.0, ELECTRICAL INT T-24: No comments SHEET E-8.0, CALCS SINGLE LINE: E-9 1) Update electrical panel "P' to show exact name of each appliance serving as part of the overall electrical system; the overload current protection devices must identify all equipment associated with the pool., including disconnects for motorized equipment, refer to 2010 CEC, Section 110.22. ELECTRICAL SHEET "DETAILS": E-2 1) Provide penetration details in accordance with 2010 CEC, Section 300.21; and 2010CBC, Section 713. Include fire-proofing product listing. After Sheet A-P responses, there is a statement that asks to "see plan check responses from other disciplines," however, no such responses were attached; this includes M.E.P. drawings, and pool equipment plans. vK-2 Clarify that Foodservice Equipment #s 21 & 22 represents proposed dish machine exhaust. Add this note: Equipment #44 is for informational reference only Fire suppression system shall be submitted as a deferred submittal as indicated on Sheet A-i. Denote the location of the Type "K" Fire extinguisher within 30 feet of cooking appliances Denote the location of the pull station for the deferred suppression system. 1 VA CORRECTION LIST BLDG. DEPT ~a~Vfof 7 Daryl K. James & Associates,' Inc. " Checked By: Robert Salgado Plan Check Date: 02114/2012 APPLICANT: Cathy Smith JURISDICTION: Carlsbad Fire Department PROJECT NAME: CLUBHOUSE, Grand Pacific Resorts PROJECTADDRESS: 1577 Marbrisa Circle PROJECT DESCRIPTION: C13I2-0206, New Construction: 1 Story Type V-B Sprinklered (w/basement). Use: Recreation/Fitness Center. . This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. INSTRUCTIONS: f please note on this list (or copy) where each correction item has been addressed, i.e. sheet number, note number, detail number, legend number, etc Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. Please direct any questions regarding this review directly to: Robert Salgado at: 951-541-4380, or to his email address: flsreview_inspection@roadrunner.com Attn: Robert Salgado . . . 36341 Flower Basket Road Winchester, CA 92596 ' FLS COMMENTS (non-structural plan review): SHEET A-I, GENERAL INFORMATION TITLE SHEET: Revise "General Note No. 17;" delete wording that refers to "Apartments," include size and distribution provisions listed in 2010 CFC, Section 906.3 [California Code of Regulations, Title 19, Division 1; §567.6 (a) through (k) Distribution of Fire Extinguishers]. Revise "General Note No. 20;" delete the wording "before the building is occupied," and replace with the words "prior to construction; except Deferred Approval items that are submitted for review and approval during various stages of construction." Revise "General Note No. 24" to reflect extinguisher installation requirements; mounting heights for portable fire extinguishers having a gross weight above or below 40 pounds shall be installed in accordance with 2010 CFC, Sections 906.9,1 through 906.9.3 [California Code of Regulations, Title 19, Division 1; §567.6 Mounting]. Note: Indicate whether extinguishers are to be surface mounted, recessed, or semi-recessed; provide details of construction where installation involves recessed or semi-recessed mounting applications. . .. 1 4), Add additional Fire Department Notes under the "FIRE DEPARTMENT NOTES" heading that identify which Deferred Approval items will be part of the CLUBHOUSE Project. Add list of deferred submittals: Fully-Automatic Fire Sprinkler System,. California 2010 Fire Code, Section 903, and NFPA 13, 2010 edition. Fire Alarm and Detection System, 2010 CFC, Sections 907-907.2 (for all uses, or occupancy groups associated with this project), and NFPA 72, 2010 edition. Commercial Hood and Duct System - Type I, UL 300 compliant, 2010 CFC, Sections 609.2, 904.2.1, and 904.11.5.2 [Title 19, Division 1]; California Mechanical Code, Chapters 5 .and 6 [NFPA 96], and NFPA 12, 2005; NFPA 17, 2002; and NFPA 17A, 2002. Revise the "Sheet Index" on the Title Sheet and/or on individual sheets (drawings) to show the same description in the lower right margin, typical. Clarify the note on Sheet M2.1 where it states that the pool "Pool Equipment Room" is part of a future permit; revise to show that the 1,667 S.F. Basement is in fact an occupancy that's part of this permit. Refer to 2010 CFC Sections, 105.6.16; 105.6.20; 105.7.7; and 105.7.8 for required permits. If the enclosed basement is specifically used for "Pool Equipment," then the applicant for this building permit must submit an Information Report (technical report) to the Building. and Fire Official's; the opinion and report shall define the building and fire code requirements necessary to prevent, control and mitigate dangerous conditions related to storage, use, dispensing, mixing and handling of hazardous materials (flammable/combustible liquids), which may be located in the "Pool Equipment Room" (basement), refer to 2010 CBC, Section 414.1.2.1. In addition; prepare and attach a Hazardous Materials Inventory Statement(HMlS) to the Information Report (technical report), refer to 2010 CFC, Section 2701 .5.2. (NOTE: The expert opinion offered in the Technical Report may suggest control measures that may include, but are not limited to: 2-hour fire-resistive-rating requirements intended to separate the fitness center from the basement, refer to 2010 CBC, Section 414.2.4; and 2010 CFC, Section 2703.8.3.4). S Where the intent is to house "Gas Chlorination Equipment," other means to shall be provided, as compressed chlorine gas storage containers and associated chlorinating equipment are prohibited in basements or below ground, refer to 2010 CBC, Section 3122B.1. Revise the "Building Information" data to reflect the construction of membrane structures (open trellis/pedestrian walkway) that are connected and attached to the Clubhouse Bar and Fitness Center; coordinate with Sheet A-3; See comments 2. and 3. under SHEET A-3, FIRST FLOOR PLAN: Update the Code References to show the current year of California Amendments (2010), and Show NFPA Standards specific to this project (refer to 2010 CFC Chapter 47, Referenced Standards): 2010 California Administrative Code (CAC) Part 1, Title 24, California Code of Regulations (CCR) 2010 California Building Code (CBC), Volumes I and 2 Part 2, Title 24, California Code of Regulations (CCR) Based on the 2009 International Building Code (IBC) with 2010 Amendments 2010 California Electrical Code (CEC Part 3, Title 24, California Code of Regulations (CCR) Based on the 2008 National Electrical Code (NEC) with 2010 Amendments 2010 California Mechanical Code (CMC Part 4, Title 24, California Code of Regulations (CCR) Based on the. 2009 Uniform Mechanical Code (UMC) with 2010 Amendments 2 2010 California Plumbing Code (CPC Part 5, Title 24, California Code of Regulations (CCR) Based on the 2009 Uniform Plumbing Code (UMC) with 2010 Amendments 2010 California Energy Code 2010 California Fire Code (CFC) Part 9, Title 24, California Code of Regulations (CCR) Based on the 2009 International Fire Code (IFC) with 2010 Amendments SHEET A.2, SITE PLANS: Provide Civil Drawings (approved by Fire Marshal of the City of Carlsbad Fire Department). Please provide an approved plan indicating locations of current and proposed fire hydrants, back flow prevention devices, sprinkler control valves, and FDC locations. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The approved hydrant and FDC plan shall then be forwarded to me as part of the corrected plan set. The Fire Flow for the building must be reviewed and approved by the Carlsbad Fire Department as per the Carlsbad Municipal Code Section 17.04.210. The approved fire flow of the building shall then be forwarded to me as part of the corrected plan set. Please provide a revised plan indicating the approved emergency access. Approval shall be by the Fire Marshal of the City of Carlsbad Fire Department. The access plan must show no parking fire lanes as per the Carlsbad Municipal Code 17.04.130 and the C.F.C. Section 503.3. The approved fire access plan shall then be forwarded to me as part of the corrected plan set. No 'parking fire, lane plan to be approved by the Fire Marshal of the City of Carlsbad. Provide a letter from the local water department stating that the'available water supply' is capable of supplying the required fire flow for this building, any reduction in fire flow or amount of fire hydrants using 2010 CBC Appendix B &C will need to be approved by the Carlsbad Fire Department. NOTE: The fire sprinkler system demand, as determined through approved hydraulic calculations may suggest the need for a fire pump where the available water supply cannot meet the system demand. Identify if project is in Carlsbad "High Fire Hazard Severity Zone" as per Carlsbad Ordinance 17.04.090. Show location of proposed numeric address on building. Address numbers must meet Carlsbad Ordinance 17.04.310 minimum 12 inches high with a i-% inch stroke. Carlsbad Ordinance 17.04.350 "When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life saving or firefighting purposes, a key box will be required and installed in an accessible location. The key box shall be a type approved by the Fire. Code Official and shall contain keys to gain necessary access as required by the Fire Code Official." Provide a note on the plans. SHEET A-3, FIRST FLOOR PLAN: Revise the MOE PLAN (Sheet A-3, Detail 4) to reflect the correct Area Dimensions and Occupant Load Factors; the O.L. info for the Fitness Center should show: 1,660 S.F.- 50 = 33, based on Building Area data shown on Sheet A-i, and the Exercise Room allowance shown on 2010 CBC, Table 1004.1.1, typical. The mechanical and plumbing basement plans (Sheets M2.1 and P2.1) do not show any pool equipment; such as; heating equipment (boilers/furnaces), water heaters, etc. In order to accurately, assess egress requirements for the basement (Pool Equipment Room), you will need to obtain information which identifies the size and type of heating equipment for the pool/spa; any fuel-fired equipment exceeding 400,000 Btu's will trigger'a separate means of egress from the basement (two- exit access doorways): Refer to 2010 CBC, Section 1015.3. The 580 S.F. structure (trellis) connecting the Clubhouse and Fitness Center must be classified as a Membrane-Covered Structure or a Pedestrian Walkway (entry), in accordance with 2010 CBC, 3 Chapter 31, Sections 3102.1 and 3104.3; also clarify type of construction, and extent of fire-resistive materials, where required; coordinate with Sheet A-8, Detail 1; and Sheet A-6, Section Detail 8. Clarify the construction material requirements for the open patio/trellis type structures that are attached to the Clubhouse Bar and Fitness Center, refer to 2010 CBC, Section 3105.4; or otherwise classify as Non-Combustible Membrane Structures, refer to 2010 CBC, Section 3102.3; coordinate with Sheet A-8, Detail 1; and Sheet A-6, Elevation Detail 2. CLUBHOUSE AND FITNESS CENTER. Show locations of fire extinguishers, as required by 2010 CFC, Section 906 [California Code of Regulations, Title 19, Division 1, Chapter 3]. 6). KITCHEN. Show a Class "K" portable fire extinguisher in the kitchen of the Clubhouse, mounted within 30 feet of the commercial cooking equipment, refer to 2010 CFC Sections 904.11.5.2; 906.1 (2.); and 906.4 (a)(b)(c). BASEMENT. Show a fire extinguisher in the basement "pool equipment room", as required by 2010 CFC, Section 906.1, see locations identified in items: (1.)(3.)(5.)(6.). EXTINGUISHER INSTALLATION: Mounting heights for portable fire extinguishers having a gross weight above or below 40 pounds shall be installed in accordance with 2010 CFC, Section 906.9,1 through 906.9.3 [California Code of Regulations, Title 19, Division 1; §567.6 Mounting]. Note: Indicate whether extinguishers are to be surface mounted, recessed, or semi-recessed; provide details of construction where installation involves recessed or semi-recessed mounting applications. SHEET A-4, BASEMENT FLOOR & CLG. PLANS! SLAB: 1) Coordinate with revised drawings. SHEET A-S, 1st FLR. REF. CEILING & ROOF PLANS: 1) Coordinate with revised drawings. SHEET A-6, EXTERIOR ELEVATIONS I SECTIONS: Clarify the construction material requirements for the open patio/trellis type structures that are attached to the Clubhouse Bar and Fitness Center, refer to 2010 CBC, Section 3105.4; or otherwise classify as Non- Combustible Membrane Structures, refer to 2010 CBC, Section 3102.3; coordinate with Sheet A-8; revise all details that pertain to the design and construction of the open patio/trellis type structures, typical. Clarify the separation requirements (2-hour Horizontal Assembly) between the fitness center at grade level and basement located below the level of exit discharge; refer to 2010 CBC, Section 414.2.4.. Clarify the number of exits required from the basement (two-exit access doorways?). Refer to 2010 CBC, Section 1015.3. SHEET A-7, INTERIOR ELEVS, DOOR & WIND SCHED: 1) Revise the door schedule to show a 60 minute fire-rated assembly, and %-hour glazing in the "Remarks" column/row of Door number 7. Update the "Key Remarks" box to show Door Hardware the meets the fire- rated requirements of door number 7. Refer to Sheet A-3, First Floor Plan (storage room). SHEET A-8, DETAILS: Clarify the construction requirements for the open patio/trellis type structures that are attached to the Clubhouse Bar and Fitness Center, refer to 2010 CBC, Section 3105.4; or otherwise classify as Non- Combustible Membrane Structures, refer to 2010 CBC, Section 3102.3. Refer to detail A-8/1 (trellis/foam column). Provide a detail that shows fire extinguisher installation requirements; the detail(s) should Indicate whether extinguishers are surface mounted, or recessed/semi-recessed in approved cabinets; include 4 mounting height dimensions, as required by 2010 CFC, Section 906.9, 1. through 906.9.3 [California Code of Regulations, Title 19, Division 1; §567.6 Mounting]. If it is determined that a 2-hr or 3-hr horizontal assembly is required, Sheet A-8 must include details that reflect the applicable fire-resistive construction requirements. In addition, Wall Legends and Notes on Sheets A-3 and A-6 will have to be updated to correspond with the basement plans, and they will also need to show detail call-outs indicating the sheet and detail number of the referenced F.R. Assemblies (example: Sheet A-8/Detail 16). Provide approved protection details for through penetrations and membrane penetrations. Details must reflect methods utilized to maintain the construction where fixtures are recessed within fire-rated wall assemblies; also provide a note on plans stating: "Penetrations of fire-resistive walls, floor/ceiling and roof/ceiling assemblies shall be protected as required by 2010 CBC, Sections, 713.3 and 713.4. SHEET A-9, INTERIOR FINISH PLANS: Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base, 2010 CFC, Section 804 Provide specifications and California State Fire Marshal listings and other acceptance criteria for flame spread and smoke developed index for wall finish material and corner guards, 2010 CBC, Section 803.1.2. Denote all furnishings and evidence of compliance with 2010 CFC, Section 808. Provide specifications and other acceptance criteria for flame spread and smoke developed index for furniture. Denote all decorative materials and trim and evidence ofcompliance in accordance with 2010 CFC 807.2 SHEET 11110.11, MECHANICAL LEGEND, NOTES, & SCHEDULES: Revise "Mechanical Plan Check Note #16." to show current Title 24, CCR references, as adopted by the California Building Standards Commission, coordinate with Sheet A-i. Add a note to the A/C Unit Schedule to clarify auto-shutdown requirements where the aggregate CFM (1,400 x 2 = 2,800 CFM) of all air-movement systems and equipment produce more than 2,000 CFM, revise remarks column and notes to specify the provisions of CIVIC 609.0, Exception (2), where applicable. Clarify missing information on the Fan Schedule; coordinate with Sheet M2.1, sheet note #1. Also, Exhaust Fan No. 4 must comply with the provisions of 2010 CMC, Chapter 4. SHEET M2.0, CALIFORNIA TITLE 24 COMPLIANCE: No comments SHEET M2.1, MECHANICAL BASEMENT PLAN: 1) Clarify the note that states: "Basement Pool Equipment Room shall be completed under a future permit"; revise to show that the 1,667 S.F. Basement is in fact part of the design and construction, as submitted for review and approval under this permit. Refer to 2010 CFC Sections, 105.6.16; 105.6.20; 105.7.7; and 105.7.8 for required permits. Coordinate with scope of work statement on Sheet A-i. SHEET M2.2, MECHANICAL SCHEDULES: 1) Clarify duct penetrations for ventilation at the Clubhouse Storage Room; show combination smoke/fire dampers at all locations where ducts penetrate fire rated assemblies. Refer to CBC, Sections, 716.5.4 and 716.5.4.1 (2.3 and 2.5). SHEET M2.3, MECHANICAL ROOF PLAN: No comments SHEET M5.1, MECHANICAL DETAILS: Revise mechanical equipment details to include fire safety provisions for HVAC auto shutdown and automatic closure of smoke/fire dampers, typical. Coordinate with mechanical plans and equipment schedules; details must show manufacture and listing information, including schematics that clearly depict wiring for control relays and connection to the building fire alarm system, typical, refer to 2010 CFC, Sections 907.3 and 907.4. 1., where applicable. Provide a detail of a smoke/fire damper penetrating a fire rated assembly, include installation notes, information pertaining to the actuator/motor, and coordinate with mechanical and electrical plans, where applicable. . SHEET 130.1, PLUMBING LEGEND, NOTES & SCHEDULES: No comments SHEET P0.2, PLUMBING SCHEDULES: No comments SHEET 130.3, PLUMBING CALCULATIONS: I) The "Ansul Valve" shown on the Clubhouse - Natural Gas Riser Diagram must comply with the interlock requirements defined in 2010 CFC, Sections 904.3.3 and 904.11.2; add a note on plans that describes the fire safety function, as it relates to the fuel supply of the commercial cooking equipment. SHEET P1.0, PLUMBING SITE PLAN: . . 1) Provide Civil drawings that show the required fire protection components, devices, and equipment. NOTE: Underground plans must comply with the Codes and Ordinances adopted by the City of Carlsbad Fire Department (Civil drawings must have a wet signature signed on the seal of the Professional Engineer, and a stamp and wet signature from the fire code official). SHEET P2.1, PLUMBING BASEMENT PLAN: 1) Clarify piping plan for pool equipment;, plumbing for gas, water, etc. SHEET P2.2. PLUMBING FIRST FLOOR PLAN: No comments SHEET P2.3, PLUMBING ROOF PLAN: No comments . . SHEET 133.1, PLUMBING WATER & DWV PLAN: No comments SHEET 5.1, PLUMBING DETAILS: No comments SHEET 5.1, PLUMBING DETAILS: 1) Provide pipe penetration details for every type. of fire-rated assembly that's part of the design and constructionof this building; include hourly rating and fire stopping assembly. numbers (U.L., Gyp. W.B., or 3M), and show the applicable Flame &.Temperature ratings, refer to 2010 CBC, Section 713. SHEET E-1.0, ELECTRICAL SCHEDULES: 1) Revise "General Note" No.12., to read: "All electrical work shall comply with the California Electrical Code (CEC), and all other applicable codes, regulations, and standards, as adopted by the city of Carlsbad." SHEET E-2.0, ELECTRICAL BASEMENT PLANS: . 1) Provide a complete electrical plan for all pool equipment; the Electrical Engineer must design the electrical system in accordance with the requirements contained in the 2010 California Eleótrical Code, Article 680; refer to CEC, Sections 680.13 and 680.20. . . SHEET E-3.0, ELECTRICAL 1st FLR LIGHTING PLAN: No comments 1.1 SHEET E.3.0. ELECTRICAL 1st FLR LIGHTING PLAN: 1) Add the following notes on Sheet: E-3.0 Means of egress illumination level shall be not less than 1-foot candle at the walking surface and equipped with not less than 90-minute battery backup, 2010 CBC, Section 1006, Exit signs shall be illuminated at all times and equipped with not 'less than 90-minute battery backup: 2010 CBC, Section 1011.5.3 ' SHEET E-4.0, ELECTRICAL 1st FLR PWR PLAN: 1) Add a note and wiring schematic on plans that describes the autoshutoff (fire safety) function in the Kitchen, as it relates to the interconnection of the electrical power supply serving the commercial cooking equipment, refer to 2010 CFC, Section 904.11.2. SHEET E-5.0, ELECTRICAL ROOF PLAN: No comments SHEET E-6.0, ELECTRICAL EXT T-24: No comments SHEET E-7.0, ELECTRICAL INT T-24: No comments SHEET E-8.0, CALCS SINGLE LINE: 1) Update electrical panel "P' to show exact name of each appliance serving as part of the overall electrical system; the overload current protection devices must identify all equipment associated with the pool., including disconnects for motorized equipment, refer to 2010 CEC, Section 110.22. ' MISSING ELECTRICAL SHEET "DETAILS": 1) Provide penetration details in accordance with 2010 CEC, Section 300.21; and, 2010 CBC, Section 713. END OF COMMENTS 7 I. BUKETT&WONG Engr. C Colvin/J Densley ,I ENGINEERS Date: October, 2011 I Structural Engineering • Civil Engineering • Surveying • LandPlanning 3434 Fourth Ave. San Diego, CA 92103 Phone (619) 299-5550 • Fax (619) 2999934 Job No: 11132A 3.00 www.burkett-wong.com • info©burkett-wong.com 1: I STRUCTURAL CALCULATIONS I FOR I MA RBRISAI RESORT CLUBHOUSE AND FITNESS CENTER I CARLSBAD,.CA . I. c rn 1 - 0 I NOGLE ONUFER ASSOCIATES ARCHITECTS 'I .2398 SAN DIEGO AVE SAN DIEGO, CA 92110 H TABLE OF CONTENTS MARBRISA RESORT - CLUBHOUSE AND FITNESS CENTER 11132A.3 October 2011 Basisof Design ............. ............................................................................................. i GRAVITY ANALYSIS VerticalLoads ........................ ....................................................................................... 1 2-Way Concrete Slab Analysis ................................................................................... 2 SpreadFooting Design .......................................................................................... 42A LATERAL ANALYSIS Seismic Design Parameters ..................................... ................................................ 43 WindDesign Parameters ............................................................................................ 44 Gym Building - Lateral Analysis ............................................ . ........... ..................... 45 Clubhouse Building - Lateral Analysis .......................................................... . ......... .49 ShearWall Design Summary.................................................................................53 DragSummary ................................... ........................................................................ 54 Overturning/Hold Down Summary .......................................................................... 56 MISCELLANEOUS Trellis Column and Footing Design ...... ............................. .................................... . ... 57 BasementWall Design ............................................................................ . ................. 61 Freestanding CMU Wall and Footing Design .......................................................69 5 BU4RKETT&WONG ' I Marbrisa Resort - Clubhouse and Fitness Center 'I . Basis of Design October 2011 I Structural Systems The Clubhouse and Fitness Center are single-story, wood-framed buildings. The Fitness .Center also has a single-story basement level that is constructed with concrete. Both. I buildings are designed based on the 2010 edition of the California Building Code (CBC) and all adopted reference codes and standards. I The roof framing for both buildings consists of plywood supported on wood trusses.. The roof trusses are supported by wood stud walls. At the, Clubhouse, the stud walls are supported on concrete footings. At the Fitness Center, the stud walls are supported by I .concrete basement walls. The Fitness Center floor slab is a 2-way, reinforced concrete slab supported by interior concrete columns and exterior concrete walls. The exterior concrete walls also serve as retaining walls and are' designed accordingly. I . The lateral force resisting system consists of Light-Framed Walls with Wood Structural Panel Sheathing as defined by the 2010 CBC and ASCE 7-05. I ' Non-bearing wall framing is comprised of wood studs. Exterior trellises are constructed with wood beams and are supported by the building's I .. stud walls on one end and by cantilevered steel columns on the other end. The fOundations consist of spread concrete footings at columns and continuous concrete footings at bearing walls. Vertical and horizontal loads are transmitted to the soil by a I .combination of friction and passive resistance. Slabs on grade are reinforced concrete over a vapor barrier and coarse sand capillary break per the recommendations of the geotechnical engineer. . I . I [j Burkett & Wong Engineers 3434 Fourth Ave. Suite 270 . San Diego, CA 92103 (619)299-5550 Fax (619)299-9934 Project: Carlsbad Villa Clubhouse By: JD Theet 7/7/11 No.: Location: Carlsbad, CA Date: Client: Nogle Onufer Architects Job No.: 11132A . I . 1 I. I I .1 1 - I. I I... 1'' I 1 I. 1. Floor Dead Load Roof Dead Load. . 8" Concrete Slab: 100 psf (floor) . Tile: 10 psf, Flooring: 2 psf (floor) - 1/2 Plywood: 1.5 psf Mech/Elec: 2 psf (floor) Framing: 2.5 psf Misc: 1 psf (ceiling) . Insulation: . 1 psf ... psf (ceiling) 2 layers gyp board: 5 psf psf (ceiling) . . Mech/Elec: 2 psf . psf (floor) Misc: .3 psf psf (floor) . 25 psf. . psf (either) . . . 105 psf . . .. .. Live Loads Wall Weights (Stud Walls) Floor: 100 psf ) . Exterior: 18 psf Interior: - 8 psf Roof: 20 psf . . DATE ENGR_ PROJECT burkett &WOfl9 struCtLwOI & civil engineers SHEET 2 JOB NO P- 1 o T (c,-' tQ-O Ti? c-- I 2 o ' W• A7Z' 1 --A)c 6/ '2 • I, • B 33 C • I Units Geometry Unit Plan Dimensions: feet Angles: degrees H I Loading and Reaction Unit Point Force: Kips - Report As Zero: 0 Kips I Point Moment: kip-ft • - Report As Zero: 0 kip-ft I. Spring and Stiffness Unit Point Force Spring: kips/in • , Point Moment Spring: k-ft/° .1 Slab Analysis Unity Force: Kips Report As Zero: 0 Kips. Force Per Width: kips/ft 1 ' - Report As Zero: 0 kips/ft I Materials Unite I Concrete Volume: cu. yds Reinforcement Weight: tons PT Weight: pounds" I. I Miscellaneous Unit Floor Area: sq. ft.. Tendon Angles (for friction): radians I. I. Gym Slab 09 2011.cpt - 10/5/2011 Slab Thickness: inches Support Dimensions: inches Elevations: inches Support Height: feet Line Force: kips/ft Area Force: psf - Report As Zero: 0 kips/ft - Report As Zero: 0 psf, Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 Kips - Report As Zero: 0 #/foot , Density: pcf Elongations: inches Units - 2 Line Force Spring: ksi Area Force Spring: pci Line Moment Spring: k/° Area Moment Spring: k/ft° Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 kip-ft - Report As Zero: 0 psi , Moment Per Width: Kips ' Deflection: inches Report As Zero: 0 Kips - Report As Zero: 0 inches Reinforcing Area: sq. in. ' ' PT Force: Kips ' Tendon Profile: inches ' Reinforcing Stress: ksi ' Cover: inches ' ' • ' Positive Loads -I H Gym Slab 09 2011.cpt -10/5/2011. I Positive Analysis '41 I i'-] •-Y - _-* LIJJ I _ Positive Reactions Xr- I Signs - 3 — -.- mm - -.- — — _i ._•_ — — -.-.- — Gym Slab 09 2011.cpt - 10/5/2011 Materials Concrete Mix Mix Density Density for fJ f'c (ciii fcu Poissons User Eci User EC Name ('pcf) Loads 'pcf,) (psi) (psi) (psi) (psi) Ratio Ec ca/c (psi) (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 Code 250.0000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725. 7450, 0.2 Code 2500000 3000000 PT Systems System Name Type . Aps (sq. in) Eps (ks i/f Unbonded unbonded 0.153 28000 1/2' Bonded bonded 0.153 28000 0.6 Unbonded . unbonded 0.217 28000 0.6 Bonded bonded 0.217 28000 (Se (ksi) fpy (ksi) fpu (ks,) Duct Width (inches) Strands Per Duct Min Radius (feet) 175 243 270 0.5 1 6 160 243 270 3 4 6 175 243 270 0.6 1 8 160 243 270 4 4 8 PT Stressing Parameters System Jacking Stress Seating Loss Anchor Wobble Friction Angular Friction . Long-Term Losses Name (ksi) (inches) Friction (1/feet) . (1/rad1ans) . (ksi) 'h Unbonded 216 0.25 0 0.0014 0.07 22 1/2" Bonded 216 - 0.25 .0.02 0.001 0.2 22 0.6 Unbonded 216 0.25 . 0 . 0.0014 0.07 22 0.6" Bonded 216 0.25 0.02 0.001 0.2 . 22 Materials - 4 IRM — — — — — — — — — — — — — — — — — — — Gym Slab 09 2011.cpt - 10/5/2011 Materials (2) Reinforcing Bars Bar As Es Fy Straight 90 Hook 180 Hook Name (sq. in) (ksi) (ks,) Coating Ld/0b Ld/Db Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2. 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems Stud Area HeadArea Min Clear Head Specified Stud FY Stud Spacing Rounding Min Studs System SSR System Name (sq. in) (sq. in) Spacing (inches) Spacing (inches) (ksi) Increment (inches) Per Rail Type 3/8 SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None . 50 0.25 2 Rail 3/4 SSR 0.442 4.42 0.5, None 50 0.25 2 Rail Materials - 5 Gym Slab 09 2011.cpt - 10/5/2011 Loadings Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Temporary Construction (At Stressing) Loading Stressing Dead Normal 1 1 Other Dead Loading Dead Normal 1 1 Live (Reducible) Loading Live (Reducible) Normal 1 0 Live (Unreducible) Loading Live (Unreducible) Normal 1 0 Live (Storage) Loading Live (Storage) Normal 1 0 Live (Parking) Loading Live (Parking) Normal 1 0 Live (Roof) Loading Live (Roof) Normal 1 0 Snow Loading Snow Normal 1 0 Loadings - 6 I 9 • Gym Slab 09 2011.cpt'- 10/5/2011 I Load Combinations All Dead IC 0 '0 Active Design Criteria: <none> 0 I Analysis: Linear Loading Standard Factor Alt. Envelope Factor 0 I Other Dead Loading 1 Self-Dead Loading 1 0 I Dead + Balance LC Active Design Criteria: - <none> - 0 • Analysis: Linear Loading Standard Factor Alt, Envelope Factor 0 I Self-Dead Loading 1 1 • 0 0 0 Balance Loading 0 Other Dead Loading 1 1 0 0 0 Initial Service LC 0 0 0 0 0 0 I Active Design Criteria: Initial Service Design . 0 Analysis: Linear 0 0 0 0 0 Loading Standard Factor Alt. Envelope Factor , Self-Dead Loading I Balance Loading 0 1.13 1.13 Temporary Construction (At Stressing) Loading 1 0 Service LC: D + L Active Design Criteria: User Minimum Pesign, Code Minimum Design, Service Design 0 I Analysis: Linear Loading Standard Factor Alt, Envelope Factor Self-Dead Loading 1 1 • 0 0 0 Balance Loading 1 1 0 I . Other Dead Loading Live (Reducible) Loading 1 0 0 ,• 0 Live (Unreducible) Loading 1 0 , 0 ' • I Live (Storage) Loading 1 0 Live (Parking) Loading 1 0 ' • 0 . , . . 0 Service LC: D+Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design 0 Analysis: Linear 0 I Loading Standard Factor Alt. Envelope Factor • Self-Dead Loading 1 1 0 Balance Loading - 1 1 0 • ' I Other Dead Loading 1 • 1 0 0 • • Live (Roof) Loading 1 0 1 ,' . 0 Load Combinations - 7 I 0 Gym Slab 09 2011.cpt - 10/5/2011 k2 Load Combinations (2) Service LC: D + S Active Design Criteria: User Minimum Design, code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Snow Loading 1 0 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading 0.75 0 Live (Unreducible) Loading 0.75 0 Live (Storage) Loading 0.75 0 Live (Parking) Loading 0.75 o Live (Roof) Loading . 0.75 0 Service LC: D + O.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear • Loading • Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Reducible) Loading • 0.75 0 Live (Unreducible) Loading 0,75 0 Live (Storage) Loading • 0.75 0 Live (Parking) Loading • 0.75 0 Snow Loading 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading. Balance Loading Other Dead Loading 1 1 Live (Reducible) Loading 0.5 0.5 Live (Unreducible) Loading 0.5 0.5 Live (Storage) Loading . 1 . 1 Live (Parking) Loading . 0.5 0.5 Live (Roof) Loading 0.5 0.5 Load Combinations - 8 ym NdU Vtf ZUii.LpL Load Combinations (3) . Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear .. •. Loading . Standard Factor Alt. Envelope Factor Self-Dead Loading . 1.4 0.9 Hyperstatic Loading 1 1 : Other Dead Loading 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr . . . Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear . Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 . 0.9 Hyperstatic Loading 1 . 1 Other Dead Loading 1.2 0.9 Live (Reducible) Loading 1.6 0 Live (Unreducible) Loading 1.6 . 0 Live (Storage) Loading .. 1.6 0 . . . . . Live (Parking) Loading 1.6 0 Live (Roof) Loading 0.5 0 . Factored LC: 1.2D + fiL + 1.6Lr . Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear . . . . . Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 . 0.9 Hyperstatic Loading 1 1 . . Other Dead Loading 1.2 0.9 Live (Reducible) Loading 0.5 0 Live (Unreducible) Loading 1 0 Live (Storage) Loading 1 0 Live (Parking) Loading 1 0 . Live (Roof) Loading 1.6 0 Factored LC: 1.2D + 1.6L + 0.5S ,. Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading . Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 . Hyperstatic Loading 1 1 Other Dead Loading 1.2 0,9 Live (Reducible) Loading 1.6 0 Live (Unreducible) Loading 1.6 0 0 Live (Storage) Loading 1.6 0 Live (Parking) Loading . 1.6 0 . Snow Loading 0.5 0 0 Load Combinations - 9 I I Gym Slab 09 2011.cpt - 10/5/2011 1 Load Combinations (4) I Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear I Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Reducible) Loading 0.5 0 Live (Unreducible) Loading 1 0 • • Live (Storage) Loading • 1 0 Live (Parking) Loading 1 0 Snow Loading 1.6 0 I I I I I I I I S SI S I S. I I Load Combinations - 10 Vt Gym Slab 09 2011.cpt 7 10/5/2011 13 Design Rules Code Minimum Desig 318-08 Min. Reinforcement User Minimum Desig Specified Mm. Reinforcement Initial Service Desig 318-08 Initial Service Design Service Desigr 318-08 Service Design Include detailed section analysis Sustained Service Desigi 318-08 Sustained Service Design Strength Desigr 318-08 Strength Design Punching Shear Design Ductility Desigi 318-08 Ductility Design Design Rules - 11 Gym Slab 09 2011.cpt - 10/5/2011 Detailing Rules Custom Span Detailing Rules Rule A A B B C I C 0 0 E E F F Name Fraction RI Fraction RI Fraction RI Fraction R2 Fraction R2 Fraction R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", Band 'C', are support reinforcement sets, based on the peak reinforcement in the support zone. "D", 'E and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "111' is never taken an greater than 0.2 when multiplied by Lc (or t.cc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. Detailing Rules - 12 I I Gym Slab 09 2011.cpt. 10/5/2011, Load History Duration rota/Age Load H,story Step Name Load Combination (days) ! Maximum Short Term Load Service LC: D + L 30 33 Sustained Load, Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 I I I I I I I I I I • ' ', . ' U , ' I Load History 13 I . ' I I I I I I I I I I I I I I I I I I I. Gym Slab 09 2011.cpt - 10/5/2011 Element: Standard Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Abov Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:85 / I - \\f / / ) I / : \ ......... ............................................................................................................. :.........................................- I I I ; III 1 IL••••_•1 II I I IIt Element: Standard Plan - 14 Gym Slab 09 2011.cpt 10/5/2011 Element: Slab Summary Plan V Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Abov Drawing Import: User Lines; User Notes; User Dimensions; Scale= 1:85 1=8 4UUU psi 4000 PSI 1=8 TOC=O 1=8 4000 si 1=8 100=0 TOC=04000 P' t=8 4000 psi t=0C0 4000 4000 pstOC8 V 4000 PstOC=o 4000 PsTOC=01 8 4,300 4000 PTOC=Ot 4000 4000 El Psi ' 4000 1=8 4000 TOC=0t8 4000 psfoco 1=8 4000 pst000._8 4000 040C=Ot=8 V 4000 pStVoc=01=8 4000 PStOC=Ot=8 4000 PSiVOC=ot=g 4000 pj-oc=o18 4000 PStoc=ot 4000 P10c=o1=8 LI 4000p0=01 4000 1=8 4000 Vf(V)(VVO 4000 PStOC=01 4000 PSIVOC=o VV 4000 psi 1-8 TOC=0 4000 psi 4000 psi 1=8 100=0 1=8 1=8 1=81=8 TOCC_ i=& 1=8 t=8 400O9sI t=a TOdt0 TOOJC=0 4000 Pkj-tj)=o TOC-tOC=0 100=0 TO Afl(140118 osi 4Uflflrin 4000 400 osi 4000 MOO osi 4000 Psi 40( 17 Psi psi psi Element: Slab Summary Plan - 15 I •. Gym Slab 09 2011.cpt - 10/5/2011 I Element: Supports Below Slab Summary Plan Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; 'I\ I Drawing Import: User Lines; User Notes; User Dimensions; Scale 1:85 t=8 h9 - Pin. Pin .Cnmp Shear 4000 psi I. S H I .. . . b=12 d=12 Pin,Fix,Comp 4000 psi Pin,Pin,Comp Pin,Pin,Comp Sir Sir 4000 psi 4000 psi I . S . b=12 d=12 I PinFixComp 4000 psi I I . • t=8 h=9 Pin,Pin,Camp Shear 4000 psi VI Elemeht: Supports Below Slab Summary Plan - 16 I N Gym Slab 09 2011.cpt- 10/5/2011 1 Other Dead Loading: All Loads Plan Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load icons; Point Load Values; Line Loads;.Line Load Icons; Lir I Drawing Import: User Lines; User Notes; User Dimensions;- Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale 1:85 : Fz-10 FL—b Al .- I 1' I I 'I I -i - - - I - Fz10 - I - I - 1 - Other Dead Loading: All Loads Plan - 17 I - - 1 Live (Unreducible) Loading: All Loads Plan Gym Slab 09 2011.cpt 10/5/2011 Live (Unreducible) Loading: User Lines: User Notes: User Dimensions: Point Loads: Point Load Icons: Point Load Values: Line Loads: Line Load Icc I Drawing Import: User Lines: User Notes: User Dimensions: Element: Wall Elements Below: Wall Elements Above: Wall Element Outline Only; Column Elements Below; Column Elements Above: Slab Element Scale 1:85 . R. . I -. S S . I . LI S I S.. 1 I LI. .5 5 .5 -100 . F-100' 'S Live (Unreducible) Loading: All Loads Plan - 18 I Gym Slab 09 2011.cpt - 10/5/2011 Pattern: Load Pattern 1 Plan Pattern: User Lines; User Notes; User Dimensions; Load Pattern 1; Load Pattern Names; Load Pattern Hatching; Drawing Import: User Lines; User Notes; User Dimensions: Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale =1:85 ii Pattern: Load Pattern 1 Plan - 19 Gym Slab 09 2011.cpt - 10/5/2011 Pattern: Load Pattern 2 Plan Pattern: User Lines; User Notes; User Dimensions; Load Pattern 2; Load Pattern Names; Load Pattern Hatching; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale= 1:85 Pattern: Load Pattern 2 Plan - 20 Gym Slab 09 2011.cpt'- 10/5/2011 Pattern: Load Pattern 3 Plan* Pattern: User Lines; User Notes; User Dimensions; Load Pattern 3; Load Pattern Names; Load Pattern Hatching; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale 1:85 Pattern: Load Pattern 3 Plan - 21 I Gym Slab 09 2011 cpt 10/5/2011 1 Service IC: D + 1: Max Deflection Plan Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale =1:85 . Service LC 0 + L Vertical Deflection Plot (Maximum Values) 1 . .• ________ ____ 0.008 0.024 - 0.04 0.056 0.072 0.088 0.104 0.12 . 0.136 . Min Value = -0.0007231 inches © (34,48.83) Max Value =0.164 inches @ (16.35,39.67) . I I Service LC D + L Max Deflection Plan 22 I I I .: .. Gym Slab 09 2011.cpt - 10/5/2011 1 Factored IC: 1.4D: Std Reactions Plan Factored LC: 1.40: User Lines; User Notes; User Dimensions; . Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall EIemnt4inOnly; Column Elements Below; Column Elements Above; Slab Element Scale = 1:85 . Factored LC: 1.41) - Reaction Plot: (Wall Below,Column Belowoinj.Spri9g,Line Spring,Point SupportLine Support)(Fr,FsFz,Mr,Ms,Mz)(Standard C $ I Factored LC: 1.41): Std Reactions Plan - 24 I: Gym Slab 09 2011.cpt - 10/5/2011 Factored IC: 1.4D: Max Reactions Plan Factored LC: 1.40: User Lines; User Notes; User Dimensions; . Drawing Import: User Lines; User Notes; User Dimensions; - - Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above;Slab Element Scale =1:85 Factored LC: 1.40- Reaction Plot: (Column Below) (Fr, Fs, Fz, Mr, Ms, Mz)(Max Fz Context) S l--r5.74e-15 Fs=-2.02e-15 S Fs=-.1.22e15 >Fzr5Q Factored LC: 1.40: Max Reactions Plan - 25 Gym Slab 09 2011.cpt - 10/5/2011 Factored IC: 1.21) + 1.61 + 0.51.r Std Reactions Plan Factored LC: 1.21D + 1.61- + 0.51-r: User Lines: User Notes; User Dimensions: Drawing Import: User Lines; User Notes; User Dimensions: Element: Wall Elements Below; Wall Elements Above; Wall ElemeiflqUJn Only; Column Elements Below: Column Elements Above: Slab Element Scale = 1:85 : Factored LC: 1.2D + 1.61- + 0.51-r - Reaction Plot: (Wall Below,onlow,Point Spring.Line Spring,Point SupportLine Support)(Fr,Fs,Fz,Mr,Ms,I M IL. U.. (I) LI I $ Factored LC: 1.2D + 1.61- + 0,51-r: Std Reactions Plan..- 26 I I Gym Slab 09 2011.cpt 10/5/2011 I Factored IC: 1.21) + 1.61 + 0.51r: Max Reactions Plan. Factored LC: 1.2D + 1.61- + 0.51-r: User Lines; User Notes; User Dimensions; . I. Drawing Import: User Lines; User Notes; User Dimensions; . . Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale =1:85 . . . • ., . • Factored LC: 1.213 + 1.61- + 051-r- Reaction Plot: (Column Below)(Fr,Fs,Fz,MrMs,Mz)(Max Fz Context) . I : I . . I . Factored LC: 1,20 + 1.61- + 0.51-r: Max Reactions Plan - 27 I .• . Gym Slab 09 2011.cpt - 10/5/2011 Design Strip: Latitude Design Spans Plan' Design Strip: User Lines; User Notes; User Dimensions; Latitude SSs; Latitude SSSs; SSS Hatching; Latitude DSs; Latitude Span Boundaries; Latit Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale = 1:85 Design Strip: Latitude Design Spans Plan - 28 Gym Slab 09 2011.cpt 10/5/2011 Design Strip: Longitude Design Spans Plan Design Strip: User Lines; User Notes; User Dimensions; Longitude SSs; Longitude SSSs; SSS Hatching; Longitude. DSs; Longitude Span Boundaru Drawing Import: User Lines; User Notes; User Dimensions ., . . Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale =1:85 . . . . 3' Design Strip: Longitude Design Spans Plan - 29 I H. I Gym Slab 09 2011.cpt - 10/5/2011 I' Design Strip: Punching Checks Plan Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections; - I Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale 1:85 3Z I I Design Strip: Punching Checks-Plan - 30 Gym Slab 09 2011.cpt- 10/5/2011 Reinforcement: Top Bars Plan Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.-; Latitude User Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column ElementsAbove; Slab Element Scale =1:85 (2)#6x8.5T (3)#6x21. ------------------------------------------------------------------------------------------------------------ -----t.- _J- --------------- - ---- ------- (3)#6x21.T .i. (2)#6x8T4 .- - - 1 - 41 33 Reinforcement: Top Bars Plan - 31 B B B Gym Slab 09 2011.cpt - 10/5/2011 Reinforcement: Bottom Bars Plan Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale =1:85 co Reinforcement: Bottom Bars Plan - 32 I Gym Slab 09 2011.cpt- 10/5/2011 U Reinforcement: Shear Bars Plan Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Transverse Reinf.; Latitude Program Transverse Reinf.; Latitude User lndi I' Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale 1:85 : Reinforcement: Shear Bars Plan - 33 I S Gym Slab 09 2011.cpt - 10/5/2011 I Design Status: SSR Plan Design Status: User Lines; User Notes; User Dimensions; PC Designs; SSR; SSR Description; SSR Details; I Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale= 1:85 S S S IS S I .. S $S S S S I S Design Status: SSR Plan - 34 I •S S I Gym Slab 09 2011.cpt- 10/5/2011 I Design Status: Latitude Status Plan Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Design I Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Scale 1:85 . I, ... . I . I •.._i I Design Status: Latitude Status Plan - 35 I ... 1 Gym Slab 09 2011.cpt - 10/5/2011 I; Design Status: Latitude Top Reinforcement Plan Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude C I Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions;• Scale 1:85 • • • • .• I I - I • Design Status: Labtude Top Reinforcement Plan - 36 I I Gym Slab 09 2011.cpt- 10/5/2011 1 Design Status: Latitude -Bottom Reinforcement Plan Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; LatitUc I Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab-Element Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descnptioi Scale 1:85 I I 1 Design Status: Latitude Boom Reinforcement Plan - 37 I. Gym Slab 09 2011.cpt - 10/5/2011 I Design' Status: Longitude Status Plan Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Numbers; Span Design Status: Longitude DS De I, Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element : Scale 1:85 4Q I . I I Design Status: Longitude Status Plan - 38 I I Gym Slab 09 2011.cpt'- 10/5/2011 I Design Status: Longitude Top Reinforcement Plan Design Status: User Lines; User Notes;User Dimensions; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitu I Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column-Elements Above; Slab Element Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Scale 1:85 . 1• . .. ........... ............ . . . . . . . .......... . ........... . . ....... . . .. ...... . ............. . . .... . . ... . . ......... . ..... . .... . ...... . . . ........... . .... . ..... . .. . ................................. CD C14 CV) C11 C14 04 -..... ...................... Design Status: Longitude Top Reinforcement Plan - 39 1.. Gym Slab 09 2011.cpt - 10/5/2011 .1 Design Status: Longitude Bottom Reinforcement Plan Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Lonc I Drawing Import: User Lines; User Notes; User Dimensions; - Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Element Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descptioi Scale 1:85 .1 I 00 I Design Status: Longitude Bottom Reinthrcement Plan - 40 I I I 1 I I I I I I I I I I U I I. I I I Square Spread Footing Design Project: MarBrisa Clubhouse (20 10 CBC) . . Job No.: 11 132A Design Parameters . F3 F4. F4.5 F5 F5A F6 F8 Soil Capacity * = 5000 psf Concrete, fc = 3000.psi Reinforcement, fy = 60,000 psi * Increase psf for each ft depth over 2 ft., and for each ft. width over 2 ft., with 0 psf max. cumulative increase Increase depth from = 2.0 ft. Increase = 0 psf Increase width from = 2.0 ft. Increase = 0 psf Maximum Increase = 0 psf JD Jonas Salk Elementary School 10/17/2011 Burkett & Wong, Eng. Spread Footings.xls Size, WxB 3.01 4.01 4.5 5.0 5.0 .6.01 8.0 Area, 11"2 9.01 16.0 20.3 25.0 25.0 36.01 64.0 Footing Thickness, in. 12 12 14 14 18 18 24 Soil Bearing Capacity 5000 5000 5000 5000 . 5000 5000 5000 P, allowable, kips 44 78 98 121 172 301 Pu, allowable, P*1.55 68 120 151 187 . .1 ' 19 15 266 . 466 Column Size, in. . .12 12 . 12 12 . 12 .12 12 Effective Ftg,d,in. 8 8 10 .10 . 14 . . 14 20 Soils Pressure, ksf 7.5 7.5, 7.5 7.5 7.4 7.41 7.3 Shear: . . I Punching shear, kips 47 991 1261 162 150 232 414 Vu, allowable, kips 119 119 1641 164 . 271 271 477 Vu OK Vu OK Vu OK Vu OK. Vu OK Vu OK Vu OK Beam shear, kips 2.5 6.3! 6.9 8.7 ' 6.2 9.9 13.4 Vu, allowable, kips 8.9 8.9' '11.2 11.2 15.6 15.6 '• .22.3 VuOK VuOK VuOK Vu OK . Vii OK. 'VuOK Vu OK Bending: Mu, ft-kips . 3.8 8.5 11.5 15.0 14.8' 23.1 44.6 Ku, psi 65 147 127 166 84 131 . 124 p 0.0011 0.0025 0.0022 '0.0029 '0.00 14 0.0022 . 0.0021 As, in"2 0.42 1.29 1.56 2.29 1.59 3.01 . 5.41 Number of Rebars 3 5 5 6 7 . 9 8 Rebar size #4 #5 #6 #6 #6 #6 #8 As, actual, in.'2 0.60 1.55 2.20 2.64 3.08 3.96 6.32 As OK , 'As OK As OK' As OK As OP As OK As OK Burkett & Wong Engineers 3434 Fourth Ave. Suite 270 San Diego, CA 92103 Project: Carlsbad Villa Clubhouse By: JD T W711 ISheet No.: Location: Carlsbad, CA Date: (619)299-5550 Fax (619)299-9934 Client: Nogle Onufer Architects Job No.: 11132A Occupancy Cat egory II SQC SDS SDI S1 A 0.167 0.067 0.05 B 0.33 0.133 0.1 C 0.5 .0.2 0.2 D 0.831 0.419 0.471 R= 6.5 00 3 Cd= 4 1= 1 h= 13.5 ft x= 0.75 Ta = 0.20s Select SDC: D Select Code: 2010 CBC Eqn 12.8-2: C = 0.128 Eqn 12.8-3: CS = 0.327 Eqn-12.8-5: . . CS = 0.030 Eqn 12.8-6: C5 = 0.000 Eqn 12.&-1: V= 0.128W p = ,1.0 0.166 I _______ .BURKETT&WCNG DATE___________________ ENGINEERS SHEET_______________ ENGR___________________ JOB NO______________ 1 PROJECT I I Af4D -c- S ?C I S K S j dV L I - - 0 HU sf z t 0 B I c -o85 (-- I C) Cp I..3 .( 0.8 5c ) I- 555 cpS S. - . I Tt cy ,rB4 S GC 5 -'- 7-05 t U - 1° w--: . - 1. 3 s) -' -7-1 7 zoc) 4)17, 5 5 5 S . A0s i) —4.Z I . os -'z2 (v ).-a.8 r I S DATE ________ BURK€TT&WONG _' ENGINEERS ENGR___________________ PROJECT SHEET JOB NO_________ .A - )S LV 'JC: - ra is t-4 Lc- 1 531 + LL> fl?.LA5. (zo,x3,,) 2tAr.J 'JIW A,i&-.-- c7t1— '-W*Y--4 — 2<38*fl , J(' •• •_ ZSc 5c3o • •.4- • 3.35* • pI.-) 30.5 -V.o.'l 1oZ3 t) ' rrz-r- x.Ox36 3foo I Z4 S• • ' • ' • 40'BURKETT&WONG' DATE ENGINEERS. ENGR 0 PROJECT U v ,i> , I SHEET— JOB NO Z37 --t-3,5) L_-.VA . 5e i's (i kA* 4950 V. 35 (MD) Vr 5Ox I 735 () 14 757 5 40 (5 (1T c .I, 4 •• D -i WALL / •0 I 3 -n-'r i i t I • • •1- •'' •• c731' Y x = :/'j72.. ,• I ••. • : ••• LI • • 0 ) L •)• 0 •• •• •• 0 •0 •; 0 • 0 0 N1oT '394: M5Z—O —F • oPkc10CtP F-oz isA1p ) )• DATE •6URKETT&WONG SHEET EN G R_ JOB NO PROJ ECT OJT-V4JE - 'z S P.73P. 'I.btt+ t.vI SiSt; ..• 0.734-fr1px /o:,-'tz. • •II-T • _ Il • pt I3A/ • • s_-ic Ifrt.pz IE1c •q 841-7 • L-ti'' ( 2-J CJI4JD GoV4 •-'- '-•'-- fr-'-IA-L'._ C 51c,Fc,I2- '- ),• ¼' TL't•4J i4J ?' rz-tç S z-c 3. 2' o 0 m- s o DATE _________________ burkett & WOfl9 ENGR__________ structural & civil engineer PROJECT SHEET JOB NO______________ -I icoç A-tA-- • 13 3 r.) (fT WL Z4 (o - m -oc cBr) ZZ5t* (a06 - l'o5cD VTVf- • • AJ#L ° Wi KIP(1,AJ; V 7 ?3'P 0 ) .11. e-Fc- -Z, r-5, 4-F •7Q " (5W .OT-T- 1-7 J3 (SoV 17 t4 (7 x /050 L,-- A/C, 90 L Z° Wk4- Uv3 p L4S16 \I-t.Uwe t L CLic,V9 vA /•%g( - ••' ri?. E N.TE -o W/?--L- Lnt A) 5.' 13 C- 1 . BURKETT&WONG DATE .• I ENGINEERS SHEET____________ ENGR JOB NO___________ PROJECT \A)-LL TV115 A . ; tV 7c..o . . . I . . I. I I 1+70 73o .4'I;r ... 2. o .o 4 -r) -TIL 13 , "'-'- -'' f,750- 6o - L1 7 V tZ6 to I b50 s -° - J- f. - 'c I . vz-9 - LI-sto - pv I p-I I I , .5 .5 ?7.4- Burkett & Wong Engineers 3434 Fourth Ave. San Diego, CA 92103 . (619)299-5550 Fax.(619)299-9934 Project: Carlsbad Villas By: JD 9/26/11 Sheet No.: Location: Carlsbad, CA Date: Client: Nogle Onufer Architects Job No.: 11132A SHEAR WALL DESIGN GYM SEISMIC WIND - V (Ibs) v (plfl Reqd V (Ibs) v (plf) Req'd Wall Line Length (ft) (1.OE) (ElI .4) Wall (1.0W) (1.3W) Wall A 8.83 4835 391 4E 4050 596 4E B 20.67 4605 159 6E .4050 255 6E 1 14.5 4950 244 . 6E 5650 507 4E 14.5 4490 221 6E 5650 507 4E CLUBHOUSE SEISMIC WIND V (Ibs) v (pif) Reqd V (Ibs) v (plf) Reqd Wall Line Length (ft) (1.OE) (E/1.4) Wall (1.0W) (1.3W) Wall A 29.5 3775 91 6E 3800 167 6E B 23.25 7235 222 6E 9300 520 4E C.K 8.33 3950 339 4E 5500 858 2E 1 39.5 7560 137 6E 4180 138 6E 2* 19 1 7410 1 279 f) 4150 284 6E 'S Uses 4E 5 tAiv T't'r s 42- 7- Capacity (plfl Wall Type Seismic Wind 6E 280 392 4E 430 602 3E 550 770 2E 730 1022 4E2 860 1204 3E2 1100 1540 2E2 1460 .2044 Shear Design Summary Wall Type Wall Line GYM A 4E B 6E I 4E 2 4E (h). (w) h-os. S se-A WA-t..L W11I H -ISt4T - - L711 r-kr'os -E--TEs. THM.L 2 4. L$ rWdL 9 5- For- 5 Ct 5-1 .c. rcc.e5) C Or L Ci'?A- cry —S -/ "2 W/ "• Shear Wall Design.xls I I I' I I I 'I I I, .1 I :1 I I 'I I I I Burkett & Wong Engineers 3434 Fourth Ave. San Diego, CA 92103 (619)299-5550 Fax (619)299-9934 Project: Carlsbad Villas By: JD 9/26/11 Sheet No.: Location: Carlsbad, CA Date: Client: Nogle Onufer Architects Job No.: 11132A DRAGS - GYM SEISMIC . . WIND Roof (E/1.4' Roof (1.3W) Wall Line LWALL (ft) LOlA (ft) Vwall (plo Vdja (pIt) v(plt) Vwall (plf) Vdja (pIt) £v (pIt) A 8.83 48.83 391 71 320 . 596 108 488 B 20.67 48.83 159 67 92 255 108 147 1 14.5 34 244 - - 104 140 507 216 2 14.5 34 221 94 127 507 216 .291 291 Seismic (EI1.4), lbs Wind (1.3W), lbs Max Drag (lbs) Wall Line A (governs) Roof Roof Roof xl Li x2 10 8.83 30 707 -2122 - 0 1078 -3235 3235. . Seismic( /1.4), lbs Wind (1.3W), lbs Max- Drag (lbs) Wall Lines 1and 2 Roof Roof Roof Li 3.75 524 1089 1089 xl 6.5 -152 -315 L2 3.5 338 702 x2 6.5 -338 L3 3.5 152 315 x3 6.5 -524 -1089 L4 3.75 0 I I Shear Wall Design.xls 5S Burkett & Wong Engineers 3434 Fourth Ave. San Diego, CA 92103 Project: Carlsbad Villas By: JD 9/26/11 Sheet No.: Location: Carlsbad, CA . Date: Client: Nogle Onufer Architects Job No.: 11132A (619)299-5550 Fax (619)299-9934 DRAGS - CLUBHOUSE SEISMIC WIND Roof (E/1.4) Roof (1.3W Wall Line 1-WALL (ft) LOlA (ft) v 11 (pit) Vdja (pIt) Lv (pIt) V..11 (1010 .Vdja (pit) iv (plf) A - 29.5 35.25 91 76 15 167 140 27 B ?3.25 35.25 222 147 76 520 343 177 C 8.33 24.5 339 115 224 858 292 567 1 39.5 74 137. 73 64 138 73 64 2 19 74 279 72 207 284 73 211 Seismic (E/1.4), lbs I Wind (1.3W), lbs Max Drag (lbs) Wall Line A Roof Roof Roof Li X1 29.5 5.75 440 0 806 0 . .806 Seismic (E/1.4), lbs Wind (1.3W), lbs . Max Drag (Ibs) Wall Line B Roof . Roof Roof Li 23.25 1759 4.116 '4116- X1 12 0 0 Seismic( /1.4), lbs Wind (1.3W), lbs Max Drag (lbs) Wall Line C Roof Roof Roof Ll 4.17 931 .2360 - . 2360 xi 16.17 -930 -2358 L2. 4.17 1 3 Seismic( /1.4), lbs Wind (1.3W), lbs Max Drag (lbs) Wall Line 1 Roof Roof Roof xl 4.5 328 330 . 2203 . Li 39.5 -2189 x2 Seismic (E/1.4), lbs Wind (1.3W), lbs Max Drag (lbs) Wail Line 2 Roof Roof Roof 6 -. 1242 1266 - 2656 - xi 6.5 777 792 L2 8.83 2606 . 2656 x2 48.5 -863 -880 L3 417 1 0 1 -- 0 Shear Wall Design.xls I I I I I' 1 I I I I I I I 1 I I I I I Burkett & Wong Engineers 3434 Fourth Ave. San Diego, CA 92103 Project: Carlsbad Villas By: JD 9/26/11 ISheet No.: Location: Carlsbad, CA Date: Client: Nogle Onufer Architects Job No.: 11132A (619)299-5550 Fax (619)299-9934 SHEAR WALL DESIGN - OVERTURNING ã GYM (11'-O" PLATE HEIGHT) Seismic Wind Uniform DL (plp Wall Self Wt (pif) Shear Force (lbs) Shear Force (lbs) Wall Line Wall ID L (ft) Roof Roof Roof Roof 1 &2 1.1 3.75 75 198 1280 1461 .2 3.5 75 198 1195 1364 .3 3.5 75 198 1195 1364 .4 3.75 75 198 1280 ' 1461 A A.1 8.83 150 198 4835 4050 4605 4050 Seismic Wind O/T Force (lbs) O/T Force(lbs) Max Uplift (lbs) Wall ID Tension Comp Tension Comp Tension Comp 1.1 3145 4474 7133 8296 7133 8296 1.2 3264 4538 7355 8470 7355 8470 1.3 3264 4538 7355 8470 7355 8470 1.4 3145 4474 7133 8296 7133 8296 A.1 3580 6879 6241 9129 6241l -- 9129 B.1 -935 6261 423 6724 423 6724 SHEAR WALL DESIGN - OVERTURNING (ä CLUBHOUSE 0 1'-0" PLATE HEIGHT) Seismic Wind Uniform DL (plf) Wall Self Wt (pif) Shear Force (lbs) Shear Force (lbs) Wall Line Wall ID L (ft) Roof Roof Roof ' Roof A A.1 29.5 50 198 3775 3800 B B.1 23.25 50 198 7Y35F 9300 C - C.1 4.17 50 198 1977 - 2753 C.2 4.17 50 198 1977 -.--2753 1 1.1 39.5 300 198 7560 4180 2 2.1 6 100 198 2340 1311 2.2 8.83 275 .__198 3444 1929 198 1626 Seismic Wind O/T Force (lbs) O/T Force(lbs) Max Uplift (lbs) Wall ID Tension Comp Tension Comp Tension Comp A.1 -1738 5471 -619 5693 0 5693 B.1 . 344 6080 3968 8990 3968 8990 C.1 -' 4402 5697 11967 13100 11967 13100 C.2 4402 5697 ' 11967 13100 11967 13100 1.1 -5864 13349 -5178 11644 0 13349 2.1 2890 4932 3033 4821 3033 4932 2.2 - 1727 6211 1952 5877 1952 6211 2.3 3431 4987 3564 4926 3564 4987 Shear Wall Design.xls but'kett, DATE &WOfl9 QO ENGR . . structLwOl I civil engineers PROJECT SHEET JOB NO £A %7. bi ' ' o €,f ('-- 'k- Ai-tk c$ ) C 4.. 0 F Tr--- -'Y -t*- o.t - 2(ci C.'L4) 0.332 loco V.' / o- Co'-J"- t LAI I_1i1l -t• ,-Tz-.-5 o'-t"w ep 2. •-r.P •OF- C'.-'-'s-1-J -'--. II . IL N1 32s(0-33Z-O 3 SS 4 x 477,) 16,2 > tvi I.;:• _ o.r,?_ '.tZ.o" A-K 3EI. 000 7. r 2.S A- o.oz_sThx /Q 'SQ A Z 'rG Burkett &Wong Engineers 3434 Fourth Ave. Suite 270 San Diego, CA 92103 (619)299-5550 Fax (619)299-9934 Project: MarBrisa Resorts -Clubhouse By: JD 9/29/11 Sheet No.: Location: San Diego, CA Date: Client: Noglé-Onufer Architects Job No.: 11132A . Description: Trellis Column Footings Caisson Nonconstrained, CBC 1805.7.2.1 3321b 11 d= 5ft.trial pp = 200 pcf/tt Si = 333.3333333 psf A= 1.55376 . . . d req'd=, 5.0 ft Caisson Constrained, CBC 1805.7.2.2 S. 3321b h= 10 ft 1.5 ft ' S d = 3.75 ft. trial pp = 200 pcf/ft S3= 750p5f d reqd = 3.54 ft S '. I 5rW4-P Y&,, °' 0., q v + I v E. 01010 300L () . ' I v1- . (1000 t OOLt) , ) + I U z H1 Pc-,- . x I 70 I v - 1-10 rz_ C, >/.-1_- I N -,-Ntor 05 c 4-1 7c I --- -17 0 b - I u 3'- z" z 'zr ' t-• 1 www.hilti.us PROFIS Anchor 2.2.2 Company: Burkett & Wong Engineers Page: 1 Specifier: JD Project: MarBrisa Clubhouse 'I Address: 3434 Fourth Ave., San Diego, CA 92103 Sub-Project I Pos. No.: 11132A.3 Phone I Fax: 619-299-55501 - . Date: 10/4/2011 - . E-Ma:. I . Specifiers comments: Trellis Col. Anchors Input data Anchor type and diameter: Heavy Hex Head ASTM F 1554 GR. 36,3/4 , h= 15.000 in. . I .. . Effective embedment depth: Material: . ASTM F 1554 . . . . • . Proof: . design method ACt 318/ CIP . installation: e = 0.000 in. (no stand-off); t 0.500 in. I Stand-off Anchor plate: . I, xl, x t = 10.000 x 10.000 x 0.500 in. (Recommended plate thickness: not calculated) Profile Square HSS (AISC); (Lx W x 1) = 4.000 in. x 4.000 in. x 0.250 in. - Base material: . cracked concrete, 3000, f, = 3000 psi; h = 24.000 in. I . Reinforcement: tension: condition B, shear: condition B; . edge reinforcement: none or < No. 4 bar . Seismicloads (cat. C, D, E, or F): yes (D.3.3.6) . . Geometry [in.] & Loading fib, in.-lb] . I .I . 4 . . .. . Flo I y I R I I Proof I Utilization (Governing Cases) Design values [lb] Utilization [%] Loading . Proof Load Capacity WIN Status Tension Pullout Strength 3268 9757 , 33/- Shear Concrete edge failure in 332 10511 -/3 direction y- . . Loading . Utilization l3x,I) OK OK Status Combined tension and 0.335 0.032 5/3 16 OK shear loads . Warnings Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Ihilti is a registered Trademark of Hilti AG, Schaan www.hilti.us . IEJ PROMS Anchor 2.2.2 Company: Burkett & Wong Engineers Page: 2 Specifier: JD Project: MarBnsa Clubhouse Address: 3434 Fourth Ave., San Diego, CA 92103 Sub-Project I Pos. No.: 11132A.3 Phone I Fax: 619-299-5550 1- Date: 10/4/2011 E-Mail: . Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to beconducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the datayou put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. 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Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. . . Input data and results must be checked for agreement with the existing conditions and for piausibihtyi - PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Sctiaan Hilti is a registered Trademark ofHilti AG, Schaan Burkett & Wong Engineers Use settings screen to create your company title block here. Title : Marbrisa Clubhouse Page: Job# : 11132A Dsgnr: JD Date: SEP 28,2011 Description.. Design of typical concrete basement wall Not req'd, Mu < 5 * Fr Not rèq'd, Mu < 5 * Fr Slab Resists Sliding - No Force on Other Acceptable Sizes & Spacings: Toe: #4 @ 10.75 in -or- Heel:# 4 © 18.00 in -or- Key: Slab Resists Sliding -or- This Wall in File: M:PROJECT\Nogel-Onuffer11132A.3.00 II Retain Pro 9 © 1989 -2011 Ver: 9.20 8155 Registration #: RP-1164305 RP9.20 Restrained Retaining Wall Design Code: CBC 2010 Licensed to: Burkett and Wong Engineers Criteria . I Retained Height = 9.00 ft Wall height above soil = 0.00 ft Total Wall Height = 9.00 ft Top Support Height = 9.00 ft Slope Behind Wal = - 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Surcharge Loads Surcharge Over Heel = 0.0 psf -Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem . Soil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = .55.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure = 300.0 psf/ft Soil Density = 110.00 pcf FootingSoil Frictior = 0.400 Soil height to ignore for passive pressure = 12.00 in Uniform Lateral Load Applied to Stem Lateral Load = 0.0 #/ft Height to Top 0.00 ft ...Height to Bottorr = 0.00 ft The above lateral load has been increased 1.00 by a factor of Thumbnail Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Fig CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil - 0 0 ft - at Back of Wall Poisson's Ratio = 0:300 I Axial Dead Load = 0.0 lbs Axial Live Load . . = 0.0 lbs Wind on Exposed Stem = 0.0 psf Axial Load Eccentricity = 0.0 in [Earth Pressure Seismic Load K, Soil Density Multiplier = 0.200 g Added seismic per unit area = 0.0 psf Fp/wp weight Multiplier = 0.000 g Added seismic per unit area = 0.0 psf Stem Weight Seismic Load [iDesign Summary Concrete Stem Construction - Total Bearing Load = 1,542 lbs Thickness = 8.00 in Fy = 60,000 psi resultant ecc. = 10.29 in Wall Weight = 100.0 psf ft = 4,000 psi Soil Pressure @ Toe . 1,054 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 1,264 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 10.0 psi OK Footing Shear@ Heel = 0.0-psi OK Allowable = 75.0 psi. Reaction at Top = 445.5 lbs Reaction at Bottom = 2,396.9 lbs Sliding Caics Slab Resists All Sliding Lateral Sliding Force = 2,396.9 lbs Load Factors Building Code CBC 2010 Dead Load 1.200 Live Load 1.600 Earth,H 1.600 Wind, W 1.600 Seismic, E 1.000 L~ I fl b I LUI IS NACLP LO LOP UI iootitiv @ Top Support Mmax Between Top & Base ® Base of Wall Stem OK Stem OK Stem OK = 9.00 ft 4.99 ft 0.00 ft = #5 #5 #5 = 12.00 in 12.00 in 12.00 in = Center Center Center = 4.00 in 4.00 in 4.00 in Design Height Above Ftc Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/FB + fa/Fa Mu. .. Actual Mn * Phi ..... Allowable Shear Force @ this height = Shear.....Actual = Shear.....Allowable = Rebar Lap Required = Hooked embedment into footing 0.000 0.0 ft-# 5,261.1 ft-# 712.8 lbs 14.85 psi 94.87 psi 18.50 in 0.364 1,912.6 ft-# 5,261.1 ft-# 18.50 in 0.813 4,276.9 ft-# 5,261.1 ft-# 2,851.2 lbs 59.40 psi 94.87 psi 10.50 in I I Burkett & Wong Engineers . Use settings screen to create your company title block here. Title : Marbrisa Clubhouse Page:' Job # : 11132A Dsgnr: JD . Date: SEP 28,2011 Description.... Design of typical concrete basement wall This Wall in File: M:\PROJECT\Nogel-Onuffeñlll32A.3.O0 ii Retain Pro 9 © 1989-2011 Ver: 9.20 8155 Registration#: RP-1164305 RP9.20 . Restrained Retaining Wall Design . . Code CBC 2010 Licensed to: Burkett and Wong Engineers . Footing Strengths & Dimensions Footing Design Results - Toe Width = 3.00 ft Toe Heel Heel Width •= 0.67 Factored Pressure = 1,264 0 psf Total Footing Widt . = 3.67 Mu': Upward = 3,793 0 ft-# Footing Thickness = 14.00 in Mu': Downward = 945 0 ft-# • Key Width = 12.00 in Mu: Design = 2,848 0 ft-# Key Depth =. 0.00 in Actual 1-Way Shear = 10.04 0.00 psi Key Distance from Toe = 2.00 ft Allow 1-Way Shear = 75.00 0.00 psi f'c = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00 pcf I Mm. As % = 0.0018 Cover @ Top = 2.00 in © Btm.= 3.00 in . I Summary of Forces on Footing: Slab RESISTS sliding, stem is FIXED at footing .. •. I Forces acting on footing for soil pressure >>> Sliding Forces are restrained by the adjacent slab Load & Moment Summary For Footing: For Soil Pressure Calcs . Moment © Top of Footing Applied from Stem = -2,673.1 ft-# Surcharge Over Heel = lbs ft . ft-# Adjacent Footing Load = lbs ft ft-# . Axial Dead Load on Stem = lbs ft ft-# ft ft-# Soil Over Toe = lbs Surcharge Over Toe = lbs . ft ft-# Stem Weight = 900.0 lbs 3.33 ft 3,000.0 ft-# Soil Over Heel = lbs 3.67 ft ft4 Footing Weight = 641.7 lbs 1.83 ft 1,176.9ft-# . . . Total Vertical Force = 1,541.7 lbs Base Moment = 1,503.8 ft-# Soil Pressure Resulting Moment = 1,322.fft-# DESIGNER NOTES: I I b3 T Li I Burkett & Wong Engineers Use settings screen to create your company title block here. Title : Marbrisa Clubhouse Page: Job # : 11132A Dsgnr: JD Date: SEP 28,2011 Description.... Design of concrete wall at exterior side of stairwell This Wall in File: M:\PROJECT\Nogel-Onuffer\11132A.3.00 II Retain Pro 9 © 1989-2011 Ver: 9.20 8155 Registration#: RP-1164305 RP9.20 Cantilevered Retaining Wall Design Code: CBC 2010 Licensed to: Burkett and Wong Engineers Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load = 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Wall Stability Ratios Overturning = 2.17 OK Slab Resists All Sliding Total Bearing Load = 2,379 lbs ... resultant ecc. = 12.91 in Soil Pressure @ Toe = 522 psf OK Soil Pressure © Heel = 61 psf OK Allowable 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 730 psf ACI Factored @ Heel =. 86 psf Footing Shear @ Toe . = 11.8 psi OK Footing Shear © Heel = 0.0 psi OK Allowable = 75.0 psi Sliding Calcs Slab Resists All Sliding Lateral Sliding Force = 1,788.4 lbs I I 1 LCriteria Retained Height = 9.00 ft Wall height above soil = 0.50 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft [!oil Data Allow Soil Bearing = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 psf/ft Toe Active Pressure = 30.0 psf/ft Passive Pressure =. 300.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootingSoil Friction = .0.400 Soil height to ignore for passive pressure = 12.00 in E Adjacent Footing Load Adjacent Footing Load = 0.0 lbs Footing Width =•• 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil - -0.0 ft at Back of Wall Poisson's Ratio = 0:300 Stem Construction Top Stem Stem OK Design Height Above Ftc ft= 0.00 Wall Material Above "Ht' = Concrete Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 10.00 Rebar Placed at = Edge Design Data fb/FB + fa/Fa = 0.742 Total Force @ Section lbs = 2,268.0 Moment .... Actual ft-#= 6,804.0 Moment.....Allowable . = 9,166.2 Shear.....Actual psi= 32.9 Shear.....Allowable .psi= 94.9 Wall Weight . = . 100.0 Rebar Depth 'd' in = 5.75 LAP SPLICE IF ABOVE in= 22.27 LAP SPLICE IF BELOW in= HOOK EMBED INTO FTG in = 18.50 Lap splice above base reduced by stress ratio [Lateral Load Applied to Stem j Lateral Load = 0.0 #/ft Height to Top 0.00 ft Height to Bottom = 0.00 ft The above lateral load has been increased 1.00 bya factor of Wind on Exposed Stem = 0.0 psf 1 I I F~ CBC 2010 1.200 1.600 1.600 1.600 1.000 I Load Factors - Building Code Dead Load Live Load Earth, H Wind, W Seismic, E Masonry Data fm Fs Solid Grouting Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method Concrete Data f'c Fy psi = psi= = Medium Weight = ASD psi = 4,000.0 psi = 60,000.0 I iEA 1 Lctr;. ic. • z.c iQtflcOU.flQflS Burkett & Wong Engineers Use settings screen to create your company title block here. Title : Marbrisa Clubhouse Page: Jab Job# : 11132A Dsgnr: 'JD Date: SEP28,2011 Description.... Design of concrete wall at exterior side of stairwell This Wall in File: M:PROJECT\Nogel-Onuffeñ11132A.3.00lt Retain Pro 9®1989 -2011 Ver: 9.20 8155 Registration #: RP-1164305 RP9.20 .Cantilevered Retaining Wall Design . Code: CBC 2010 Licensed to: Burkett and Wong Engineers Footing Dimensions & Strengths I L Footing Design Results. Toe Width = 7.50 ft Toe Heel ,. .. Heel Width = 0.67 Factored Pressure = 730 86 psf Total Footing Width . 8.17 Mu': Upward = 14,986 0 ft-# Footing Thickness = 14.00 in Mu': Downward = . 6,891 0 ft-# Mu: Design = 8,096 0 ft-# Key Width = 12.00 in Actual 1-Way Shear = 11.76 0.00 psi Key Depth = 0.00 in Allow 1-Way Shear = 75.00, 0.00 psi Key Distance from Toe = . 2.00 ft Toe Reinforcing #4 © 10.75 in ft = '2,500 psi Fy = 60,000 psi Heel Reinforcing = #4 @ 18.00 in . Footing Concrete Density = 150.00 pcf Key Reinforcing = None Spec'd Mm. As % = 0.0018 Other Acceptable Sizes & Spacings . . Cover@ Top 2.00 © Btm.= 3.00 in Toe: #4© 10.50 in, #5@ 16.25 in, #6@22.75 in, #7@ 31.00 in, #8© 41:00 in, #9@ 4. Heel: Not reqd, Mu < s * Fr Key: Slab Resists Sliding - No Force on Key. I Summary of Overturning & Resisting Forces & Moments . . . . ;....OVERTURNING . . ' .....RESISTING..... . Force Distance Moment Force . Distance . Moment Item lbs ft ft-# . lbs ' ft . ft-# Heel Active Pressure = 1,808.8 3.39 6,129.9 Soil Over Heel .= . ' 8.17 - . CI•1 CS•I UI UI(.IIdIye over rieei - Toe Active Pressure = -20.4 0.39 -7.9 Surcharge Over Toe = Adjacent Footing Load ' = Added Lateral Load = Load @ Stern Above Soil = Total ' 1,788.4 O.T.M. = ' 6,121.9 Resisting/Overturning Ratio . = 2.17 Vertical Loads used. for Soil Pressure = 2,379.2 lbs DESIGNER NOTES: ,jpuijcu ..IuuI _1vcI I ICCI , - Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= . * Axial Live Load on Stem = ' Soil Over Toe Surcharge Over Toe = Stem Weight(s) = ' 950.0 , 7.83 71441.7 Earth © Stem Transitions' . Footing Weight ' = .' 1,429.2 : 4.08 5,835.8 Key Weight ' . = , , , 2.50 Vert. Component' Total = 2,379.2 lbs R.M.' 13,277.4 * Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure calculation. H Designer select 76 8 all horiz. reinf. See Appendix A 8-2 (d7 0 1788.4# 521 .58psf S S I DATE I ENGR— PROJECT burkett Wong 40 structurol & civil engineers SHEET JOB NO_____________ WA-L- / 1' 6-0 31 o.4 1.0 - 0 04 (t.oE) Izil ri \• • 1-3 A -ro (5 9oi AcE 7 O & j eT(O FoZ C.c I; 3 S : C Z3 (0'1ew) ic, I' c ( E-1-'A'f?) ) (1 - ). o (LP tL'4 • L i . 7 - L2.. Tt- -rC . -A 1 I, erx 01V5.h7 A 5 CI A (4k) ICJ. I...= burkett DATE &wong ENGR structural & civil engineers PROJECT : SHEET 20 JOB NO C'frtL) cr') - L, s C VjINV IW )• .i'? Foe-5 Ti C-5-- A- "ok, Fs A c 4roo : Oct Z-o c- OA - OO+ I nfQ..o- t.4-8 (FOR_4 st9bo? w Ibb 3 5. - 73i"'' K: 1 cl .,. 5Cro c. 16 ".c, V_r Ccp) 4- *• 4' 0 C 1' 1 i i 4-C DATE _________________ burkett ENGR__________ & WOfl9 structuol & civil engineers PROJECT SHEET 71 JOB NO______________ r 6 Ile ,50T ic 1',K = (•' ) '): o. ~ II L ç r Z25x:..67 • tAJ O : • : M. 11910 I Kiz -fr1 - 1 19 0 - O • •, c • 3• • W 97 l rae) • z ____ - z A? • 3cO44- 14 1' -a • L GEOTECHNICAL INVESTIGATION Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase II Carlsbad, California Prepared For: Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 Prepared By: MTGL, Inc. 6295 Ferris Square, Suite C San Diego, California 92121 Project No. 1916-A08 Log No. 11-1409 - .- Geo technical Engineering Construction Inspection Materials Testing Environmental Office Locations Orange County Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego Imperial County 6295 Ferris Square Suite C San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14467 Meridian Parkway Building 2A Riverside, CA 92518 Tel: 951.653.4999 Fax: 951.653.4666 Indio 44917 Golf Center Parkway Suite 1 Indio, CA 92201 Tel: 760.342.4677 Fax: 760.342.4525 OC/LA/Inland Empire Dispatch 800.491.2990 San Diego Dispatch 888.844.5060 www.mtglinc.com November 4, 2011 Grand Pacific Resorts, Inc. 5900 Pasteur Court, Suite 200 Carlsbad, California 92008 Attention: Mr. Bruce Zelenka SUBJECT: Geotechnical Investigation Proposed Sales, Activity and Fitness Buildings Carlsbad Ranch, Planning Area 5 MarBrisa Phase II Carlsbad, California Dear Mr. Zelenka: Project No. 1916-A08 Log No. 11-1409 In accordance with your request and authorization we have completed a geotechnical investigation at the site for a proposed Sales, Activity and Fitness Buildings including two Swimming Pools at the Carlsbad Ranch, Planning Area 5, MarBrisa Phase. II in Carlsbad, CA. We are pleased to present the following report with our conclusions and recommendations. The site for proposed development is located inside the MarBrisa Resort that was previously graded with an elevated pad on the east corner with tennis: court. Our report concludes that the proposed improvement and addition would be feasible provided the recommendations presented are incorporated into the plans and specifications.. Details, related to seismicity, geologic conditions, foundation design, and construction considerations are included in subsequent sections of this report. We look forward to providing additional consulting services during the planning and construction of the project. Sales,, Activity & Fitness Buildings Project Nq. 19 16-A08 MarBrjsa Resort, Carlsbad. CA - LogNo. 11-1409 If you have any questions regarding our report, please do not hesitate to contact this office. We appreciate this opportunity to be of service. I Respectfully submitted, MTGL, Inc. Eduardo C. Dizon, Senior Engineer M.B. (Ben) Lo, ROE Chief Geotechnical Engineer 41 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 TABLE OF CONTENTS INTRODUCTION ...............................................................................1 PROPOSED CONSTRUCTION ............................................................................................................. 1 SCOPE........................................................................................................................................................ 1 SITE DESCRIPTION ............................................................................................................................... 2 F'LEI_1D EXPLORATION .........................................................................................................................2 LABORATORY TESTING ..................................................................................................................... 3 GEOLOGY .....................................................................................................3 REGIONAL GEOLOGY ................................................................................................................................3 LOCAL GEOLOGY......................................................................................................................................4 SITE GEOLOGIC CONDITIONS ....................................................................................................................4 Fill.........................................................................................................................................................4 Terrace Deposit.....................................................................................................................................5 GROUNDWATER ........................................................................................................................................5 DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS 5 FAULTING AND SEISMICITY ......................................................................................................................5 LIQUEFACTION POTENTIAL .......................................................................................................................6 LANDSLIDE, MuDaow AND FLOODING ...................................................................................................6 GROUND RUPTURE 0 ................................................................................................................................6 SEISMIC SETTLEMENT ............................................................................................................................... 6 LATERAL SPREADING................................................................................................................................7 TSUNAMIS AND SEICHES ...........................................................................................................................7 SEISMIC DESIGN PARAMETERS .................................................................................................................7 SUMMARY AND CONCLUSIONS ....................................................................................................... 8 GENERAL CONSIDERATIONS .................................. 8 EXCAVATION CHARACTERISTICS........................... 8 CuTfFrLL TRANSITION CONDITIONS ...................... 8 PYs.IflM PnnrrrAI ............................................................................................................................8 CORROsrvrrY............................................................................................................................................ 8 RECOMMEMDATIONS ......................................................9 GENERAL ..................................................................................................................................................9 SITE GRADING RECOMMENDATIONS.........................................................................................................9 Site Preparation.....................................................................................................................................9 TemporaryExcavation .........................................................................................................................9 Site Grading........................................................................................................................................10 111 I! II Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 GeneralCompaction Standard ........................................................................................................... 11 ImportFill Material ............................................................................................................................ 11 FOUNDATION...........................................................................................................................................11 LATERALRESISTANCE............................................................................................................................12 SETTLEMENT............................................................................................................................................ 12 INTERIORSLAB-ON-GRADE .................................................................................................................... 12 EXTERIOR CONCRETE SLAB/FLATWORK ................................................................................................. 13 RETAININGWALL .................................................................................................................................... 13 PRELIMINARYPAVEMENT ......................................................................................................................14 CONSTRUCTION CONSIDERATIONS..........................................................................................................15 Moisture Sensitive Soils/Weather Related Concerns........................................................................15 Drainage and Groundwater Considerations ........................................................................................ 16 Excavations.........................................................................................................................................16 UtilityTrenches..................................................................................................................................17 SITEDRAINAGE ....................................................................................................................................... 17 PLANREvIEw .........................................................................................................................................17 GEOTECHNICAL OBSERVATION/TESTING ................................................................................................ 17 LIMITATIONS .••• is Figure 1 - Site Location Map Figure 2 - Boring Location Plan Appendix A - References Appendix B - Field Exploration Program Appendix C - Laboratory Testing Procedures Appendix D - Engineering Analysis Appendix E - General Earthwork and Grading Specifications iv Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 INTRODUCTION In accordance with your request and authorization, MTGL, Inc. has completed a geotechnical investigation for the subject site. The following report presents our findings, conclusions and recommendations based on the results of our investigation, laboratory testing and engineering review. PROPOSED CONSTRUCTION A sales building of two to three-story with basement is planned on elevated pad with existing tennis court. Planned grading for the basement level consists of the removal of approximately 12 feet of the existing soil. In addition, site grading is to include the re-construction of the elevated pad slopes to enlarge the existing pad area. The activity and fitness buildings including associated two swimming pools are to be constructed west of the sales building. It is our understanding that the activity and fitness buildings are to include a basement level. Additional related improvements include paved driveway and parking, flatworks, and underground utilities. Future thirteen two- to three-story villas with paved parking are planned around the swimming pools. SCOPE The scope of our Geotechnical services included the following: Geotechnical investigation consisting of drilling six borings to explore subsurface conditions and to obtain samples for laboratory testing. (See Geotechnical Boring Location Plan, Figure 2, for the location of borings, and Appendix B, Field Investigation, for boring logs). Laboratory testing of samples (See Appendix Q. Geotechnical engineering review of data and engineering recommendations. Preparation of this report summarizing our findings and presenting our conclusions and recommendations for the proposed construction. I Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 SITE DESCRIPTION The project site is located on the northwestern portion of the existing MarBrisa Resort on Grand Pacific Drive south of Canon Road in Carlsbad, CA. Existing development at the MarBrisa Resort includes a hotel building, resort conference facility building, restaurant building, sales building, villas, paved driveway and parking, and associated retaining walls and landscaping. Mass grading for the entire MarBrisa Resort including the project site under this investigation was performed in 2005 and 2006 under the observation and testing of Leighton and Associates, Inc. The sales building site located on the southeast corner is elevated with a ground elevation of approximately 215 feet. The site for the planned activity and fitness building including two swimming pools and future villas are located on the gently slopes down to the west with elevation ranging from 198 feet to 186 feet. Currently this area is tilled with partial plants within the southeast. Numerous shallow underground water lines exist on the entire lot for irrigation purposes. The As-Graded Report by Leighton and Associates, Inc. dated August 2, 2006 reveals the tennis court area is mantled by approximately 14 to 18 feet of documented fill. The other area of the site is mantled by varying thickness of documented fill ranging from 2 to 13 feet. Expansive clayey soil was buried at the time of mass grading within the future planned parking lots. FIELD EXPLORATION The subsurface conditions at the project site were explored with six test borings. Two of the borings were drilled within the pool area and four of the borings were drilled within the sales building location. The approximate boring locations are shown on the Boring Location Plan (Figure 2). All borings were advanced with a truck mounted drill rig equipped with an 8" diameter hollow stem auger. The borings were drilled to a depth of between 20 and 50 feet below existing site grades. Samples were obtained with the Standard Penetration Test (SPT) and CAL Sampler for geotechnical testing. See Appendix B for further discussion of the field exploration including logs of test borings. LI :2 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 LABORATORY TESTING The laboratory testing included moisture content of the disturbed and undisturbed samples. The maximum density was determined on selected samples of the near surface soils for compaction and shrinkage calculations. Direct shear and consolidation testing were accomplished for foundation bearing determinations. Soluble sulfates were determined on selected on-site soil samples to determine its degradation on concrete structure. Resistivity and pH testing were performed on representative soil for corrosion potential of buried metals. Index testing including sieve analysis and expansion index were performed on selected soil samples. R-value testing was performed for pavement design analysis. The results and expanded explanation of laboratory testing are presented in Appendix C. GEOLOGY Regional Geology The site lies within the Peninsular Ranges province of Southern California. The Peninsular Ranges are a group of mountain ranges, in the Pacific Coast Ranges, which stretch 1500 km from southern California in the United States to the southern tip of Mexico's Baja California peninsula. They are part of the North American Coast Ranges that run along the Pacific coast from Alaska to Mexico. Elevations range from 500 ft to 11,500 ft. Rocks in the ranges are dominated by Mesozoic granitic rocks, derived from the same massive batholith which forms the core of the Sierra Nevada Mountains in California. They are part of a geologic province known as the Salinian Block which broke off the North American Plate as the San Andreas Fault and Gulf of California came into being. According to Kennedy (1975), the Peninsular Ranges province includes two principal rock units. The underlying basement rocks include igneous and metamorphic rocks and the overlying rock units include sedimentary rocks of a variety types. The basement rocks are structurally complex, metamorphosed volcanics and volcaniclastic rocks and intrusive rocks related in part to emplacement of the Cretaceous age southern California batholith which forms the backbone of the Peninsular Ranges province. The overlying sedimentary rocks were deposited on a high relief surface. Most of the overlying sedimentary rocks are Upper Cretaceous age strata of 3 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 marine, lagoonal, and nonmarine origin related to two major transgressive and regressive depositional episodes. The geologic structure of southern California is dominated by right-lateral strike-slip faulting with the movement of two tectonic plates. The San Andreas fault system marks the principal boundary between the Pacific plate and the North American plate. Additional faults that affect the geologic structure of the project vicinity include the Elsinore-Julian Fault and the Rose Canyon Fault. Local Geology The project site is located within a developed area with documented fill. Based upon available geologic map (Tan and Kennedy, 1996, Oceanside, San Luis Rey and San Marcos 7.5' Quadrangles), the underlying natural soil at the site consists of the Pleistocene-aged Terrace deposits. The Terrace deposits are composed of reddish-brown, poorly bedded, poorly- to moderately-indurated sandstone, siltstone and conglomerate. This unit was encountered in all borings below the fill at approximate depth of between 8 and 18 feet below existing site grades. Site Geologic Conditions A brief discussion of the earth materials encountered in the borings is presented in the following sections. Refer to the borings logs in the Appendix B for a more detailed description of these materials. Fill Documented fill material was encountered in all borings ranging in thickness between 7 and 18 feet from the surface. The encountered fill generally consists of brown to orange-brown silty sand, which was generally moist and medium dense to very dense at the time of our exploration. The documented fill in its current condition would be suitable for structural support for the proposed development. However, for uniform soil bearing support and to eliminate cut/fill transition conditions within building pad it is recommended that existing soil should be excavated and recompacted to a depth of at least 2 feet below bottom of footings. Lab test results indicate a very low expansion potential for the existing on-site fill soils. 4 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 Terrace Deposits Underlying the fill is Terrace deposits, which extend at least to the maximum explored depth of 50 feet below existing site grade. This encountered deposits generally consists of orange-brown silty sand. At the time of exploration the deposits were moist and dense to very dense. Expansion potential for this Terrace deposits is very low. Groundwater Groundwater was not encountered within the maximum explored depth of 50 feet below existing grade. Geotechnical reports by Leighton and Associates, Inc. reported localized perched groundwater encountered during their investigation and the subsequent mass grading at elevation between the terrace deposits and the underlying Santiago Formation. During our investigation the underlying Santiago Formation was not encountered. The perched groundwater would have no impact on the proposed development. However, it is possible that transient oversaturated ground conditions at shallower depths could develop at a later time due to periods of heavy precipitation, landscape watering, leaking water lines, or other unforeseen causes. DISCUSSION OF GEOLOGIC AND SEISMIC HAZARDS Faulting and Seismicity Faults are one of the most widespread geologic hazards to development in California. Faults of most concern are those designated as active (less than about .11 ,000 years since last movement and potentially active (11,000 to about 750,000 years). According to Hart and Bryant, (2007) the site is not within a designated earthquake fault zone. In the event of an earthquake, the closest active fault likely to generate the highest ground accelerations at the site is the Rose Canyon Fault, which runs parallel to and just offshore of the coast from north of Carlsbad to south of Lindbergh Field. The Rose Canyon Fault with a maximum earthquake magnitude (Mw) of 7.2 is located approximately 8.5 km southwest of the project site. A number of other significant faults also occur in the San Diego metropolitan area suggesting that the regional faulting pattern is very complex. Faults such as those offshore are known to be active and any could cause a damaging earthquake. The San Diego metropolitan area has experienced some major earthquakes in the past, and will likely experience future major earthquakes. 5 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 Other active faults which could cause ground shaking at the site include the offshore Newport- Inglewood Fault, located approximately 11.6 km to the northwest and the offshore Coronado Bank Fault, located approximately 2 1. 1 km to the southwest. Liquefaction Potential Liquefaction involves the substantial loss of shear strength in saturated soil, when subjected to impact by seismic or dynamic loading. This usually occurs within a uniform fine-grained soil, with loose relative density, and low confining pressures. Liquefaction potential has been found to be greatest when the groundwater level is within 50 feet from the surface and loose fine sands or silts occur within that depth. Liquefaction potential decreases with increasing grain size, and clay and gravel content, but increases as the ground acceleration and duration of shaking increase. The on-site documented fill is underlain by terrace deposits, in turn, underlain by Santiago Formation. Due to the medium dense to very dense nature of the documented fill and the underlying formation unit, liquefaction potential at the site is negligible. Landslide, Mudflow and Flooding Landslide, mudflow and flooding are not considered a significant hazard at the site due to the absence of ascending slopes, valleys and rivers in the vicinity area. A review of the available Landslide Hazard Maps (DMG Open-File Report 95-04) indicates no mapped landslide within the project site. Ground Rupture No known active or potentially active faults, with known surface traces, cross the site. Therefore, the potential for ground rupture due to faulting is considered to be negligible. Seismic Settlement Saturated and non-saturated granular soils are subject to densification under strong shaking. The lower the density of the soils, the higher the intensity and duration of shaking, results in greater degree of densification. The project site is underlain by very dense formational unit that is Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 considered not subject to settlement. Based on the anticipated earthquake effect and the stratigraphy of the site, seismically induced settlement is considered negligible. Lateral Spreading Lateral spreading may occur where liquefaction occurs at depth and there is either a nearby free face or there is a general slope of the terrain. The overlying non-liquefiable soils tend to break into blocks, which then may tilt and move laterally over the liquefiable soils. Given the stated low risk potential for liquefaction, we consider the potential for lateral spreading to be negligible. Tsunamis and Seiches Given that the site is located a sufficient distance inland from the coast and due to its elevated location, inundation by tsunamis is considered to be nonexistent. Due to the lack of surface water impoundment in the immediate site vicinity, the seiche potential is also considered to be very low to nonexistent. Earthquake Accelerations / CBC Seismic Parameters The computer program Earthquake Ground Motion Parameters Version 5.1.0 was used to calculate the CBC site specific design parameters as required by the 2010 California Building Code (CBC). Based upon boring data and SPT values, the site can be classified as Site Class D. The spectral acceleration values for 0.2 second and 1 second periods obtained from the computer program and in accordance with Section 1613.5 of the 2007 California Building Code are tabulated below. Ground Motion - Parameter. - I Value ' __C - 2007 CB Reference Ss 1.252g Section 1613.5.1 Si 0.473g Section 1613.5.1 Site Class D Table 16 13.5.2 F3 1.0 Table 1613.5.3(1) F 1.527 Table 1613.5.3(2) SMS 1.252g Section 1613.5.3 SMI 0.722g Section 1613.5.3 SDS 0.835g Section 1613.5.4 SDI 0.481g Section 1613.5.4 7 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 SUMMARY AND CONCLUSIONS General Considerations Given the findings of the investigation, the proposed project appears to be feasible from a geologic and geotechnical standpoint, provided the recommendations presented in this report are fully incorporated into the design and construction of the project. Specific conclusions pertaining to geologic conditions are summarized below: Excavation Characteristics The site is mantled by documented fill, underlain by terrace deposit. Excavation on these materials can be accomplished with the use of conventional construction equipment. Expansion Potential Generally, the engineered fill and terrace deposits possess a very low expansion potential. As a result, the on-site soils are considered suitable for use as compacted fill within the project site. Cut/Fill Transition Conditions With the varying thickness of documented fill of between 2 and 18 feet, it is anticipated that proposed buildings and other structures to have cut/fill transition conditions. In order to minimize the potential for differential settlement in areas of cut/fill transitions, it is recommended that all proposed buildings and settlement sensitive structures to be entirely supported by properly compacted fill. A minimum 2 feet of compacted fill is recommended below bottom of footings. This minimum 2 feet compacted fill requirement should extend across the entire building pad and at least 5 feet beyond building footprint. Corrosivity Corrosion series tests consisting of pH, soluble sulfates, and minimum resistivity were performed on selected sample of the on-site soils. Soluble sulfate levels for the on-site soil indicate a negligible sulfate exposure for concrete structure. As such, no special considerations are required for concrete placed in contact with the on-site soils. However, it is recommended that Type II cement to be used for all concrete. 8 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 The corrosion potential of the on-site soil is moderate to high and considered to impact - underground ferrous metals. The actual corrosive potential is determined by many factors in addition to those presented herein. MTGL, Inc. does not practice corrosion engineering. Underground metal conduits in contact with the soil need to be protected. We recommend that a corrosion engineer be consulted. RECOMMEMDATIONS General The recommendations presented herein are considered minimum and may be superseded by more conservative requirements of the architect, structural engineer, building code, or governing agencies. The foundation recommendations are based on the load-deformation characteristics and shear strength of the onsite soils. In addition to the recommendations in this section, additional general earthwork and grading specifications are included in Appendix E. Site Grading Recommendations -. Site Preparation Current improvements within proposed development include tennis court, plants and underground utilities. Prior to the start of any grading, all of these existing improvements should be removed and utilities be relocated. Temporary Excavation We anticipate temporary excavation for the basement level would not exceed 15 feet below existing grade. Temporary vertical excavations of up to 4 feet deep for the on-site fill and terrace deposits would be generally stable. Excavation beyond 4 feet deep should be benched or sloped back not steeper than 1:1 (horizontal: vertical) up to a maximum height of 15. Beyond 15 feet high temporary slopes should have an inclination of between 1:5:1 and 2:1. The on-site terrace deposits material and fill soil should be classified as Type C soil. Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 Site Grading Sales Building - Grading of the pad includes cutting approximately 12 feet of the existing soil and the construction of new fill slopes. The materials anticipated to be used in new fill slope grading consist of the onsite soil derived from the cutting of the site. It is anticipated that the finish fill slope for the building pad to be approximately 10 to 25 feet high. For slope stability purposes, the finished fill slope should have an inclination not steeper than 2:1. Construction of the new fill slope should include the excavation of key at the toe with a width of at least 8 feet and minimum depth of 2 feet below lowest adjacent grade into firm soil. Benching into the existing slope should be performed simultaneously during the fill slope construction at a vertical interval of 2 to 4 feet. Additional grading recommendations within proposed building pad is to excavate and recompact the existing soil to a depth of at least 2 feet below bottom of footings for uniform soil bearing support and eliminate cut/fill transition condition. Activity and Fitness Buildings - A cut/fill transition condition could be anticipated within building pads. For uniform soil bearing support and to eliminate cut/fill transition condition, it is recommended that grading for the building to include removal and recompaction of the existing soil to a depth of at least 2 feet below bottom of footing elevation. Future Swimming Pools and Villas - Likewise with the above proposed structures, entire foundations are recommended to be supported by properly compacted fill. Existing soil should be removed and recompacted to a depth of at least 2 feet below bottom of footing elevation for uniform soil bearing and eliminate cut/fill transition condition. If highly expansive clay is encountered within building pads, it should be removed and replaced with available onsite soil with low expansion potential. The depth of removal and replacement of highly expansive clay should be at least 3 feet below bottom of footing for buildings and at least 5 feet below bottom of slab for swimming pool. The removal and replacement should extend at least 5 feet beyond structure footprint. The lateral limit of grading for all structures should extend at least 5 feet beyond building footprint. Prior to recompaction process, the bottom of excavation to receive fill should be scarified to a depth of 6 inches, moisture conditioned and recompacted. 10 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 General Compaction Standard All fills should be compacted to a minimum of 90 percent relative compaction. All fill materials should be placed in thin lifts not more than 8 inches and compacted. Material should be moisture- conditioned and processed as necessary to achieve a uniform moisture content at near optimum moisture to achieve adequate bonding between lifts and compaction. Fill surfaces and finished subgrades should not be allowed to dry and should be maintained in a moist condition or scarified prior to placing additional fill. Fill soils outside structure and under vehicular pavement should be compacted to at least 90 percent relative compaction. However, the top 12 inches of subgrade under all vehicular pavement should be compacted to at least 95 percent relative compaction. Backfill of utilities should be compacted to a minimum of 90 percent relative compaction. All compaction shall be based on Test Method ASTM D1557. Moisture content of all fill and backfill soil should be at least 2 percent above optimum moisture content. Import Fill Material If required, import fill should consist of non-expansive granular soils, and have a maximum particle size of 1 inch. Import material should have an expansion index (El) of 20 or less. Where import soils will be in contact with concrete or buried metal pipes a standard corrosion series test should be performed. Foundation The recommendations and design criteria are "minimum", in keeping with the current standard-of- practice. They do not preclude more restrictive criteria by the governing agency or structural considerations. The project structural engineer should evaluate the foundation configurations and reinforcement requirements for actual structural loadings. Proposed structures are anticipated to be supported by properly compacted fill. Conventional continuous or isolated footings are considered suitable for structural support founded on engineered fill. Allowable soil bearing capacity for continuous or isolated footing with a minimum width of 2 feet are the following: Sales, Activity & Fitness Buildings Project No. I916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 Embedment Below Lowest Adjacent Grade Allowable Soil Bearing Values 2 feet 5,000 psf 3 feet 6,500 psf 4 feet 8,000 psf (maximum) The above allowable bearing values may be increased by one-third where wind or seismic loads are considered in combination with dead and/or live loads. Minimum horizontal setback distance from the face of slopes for all building footings should be H12, where H is the slope height, with a maximum of 15 feet along 2:1 slopes. This distance is measured from the outside edge of the footing, horizontally to the face of slope. Lateral Resistance Lateral forces may be resisted by friction on the base of foundations, and passive earth pressure on the sides of the portions of foundations or shear keys bearing against competent native formation or compacted engineered fill. The allowable base friction may be calculated using a coefficient of 0.33. The allowable passive pressure may be calculated as equivalent to that of a fluid weighing 350 pounds per cubic foot (pcf) for foundations bearing against compacted engineered fill. Settlement For design consideration, a maximum settlement of at least 1-inch with a differential settlement of 1/2-inch in a span of 40 feet should be incorporated. Interior Slab-On-Grade Interior slab-on-grade should be designed for the actual applied loading conditions expected. The structural engineer should size and reinforce slabs to support the expected loads utilizing accepted methods of pavement design, such as those provided by the Portland Cement Association or the American Concrete Institute. A modulus of subgrade reaction of 200 pounds per cubic inch (pci) could be utilized in design. Based on geotechnical consideration, interior slab should be a minimum of 5 inches. Appropriate slab reinforcement should be designed by the project structural engineer based upon low expansion potential. 12 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 Floor slabs should be underlain by a capillary break material consisting of at least 4 inches thick clean sand. In moisture sensitive flooring areas, such as carpeted or linoleum covered areas, a 10- mil visqueen moisture barrier or equivalent should be installed midheight within the capillary break material. Alternatively, a Stego Wrap moisture barrier or equivalent may be installed f011owing manufacturers recommendations. The sand should be moistened just prior to the placing of concrete. Concrete is a rigid brittle material that can withstand very little strain before cracking. Concrete, particularly exterior hardscape is subject to dimensional changes due to variations in moisture of the concrete, variations in temperature and applied loads. It is not possible to eliminate the potential for cracking in concrete; however, cracking can be controlled by use of joints and reinforcing. Joints provide a pre-selected location for concrete to crack along and release strain and reinforcement provides for closely spaced numerous cracks in lieu of few larger visible cracks. Exterior Concrete SlabfFlatwork Exterior slabs should be supported by at least 12 inches of properly compacted fill. Compacted fill should have at least 90 percent relative density based on Test Method ASTM D1557. Exterior concrete slab/flatworks should have a nominal thickness of 4 inches. Reinforcement may be provided for stability purposes. Controlled joints should be provided to eliminate potential for cracking. Retaining Wall Embedded structural walls should be designed for lateral earth pressures exerted on them. The magnitude of these pressures depends on the amount of deformation that the wall can yield under load, if the wall can yield enough to mobilize the full shear strength of the soil, it can be designed for "active" pressure. If the wall cannot yield under the applied load, the shear strength of the soil cannot be mobilized and the earth pressure will be higher. Such walls as basement and swimming pools should be designed for the "at rest" conditions. if a structure moves toward the soils, the resulting resistance developed by the soil is the "passive" resistance. For design purposes, the recommended equivalent fluid pressure for each case for walls founded above the static ground water table and backfilled with on-site soils (expansion index less than 20) is provided below. Retaining wall backfill should be compacted to at least 90 percent relative - 13 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 compaction (based on ASTM Test Method D1557). Recommended pressures are tabulated below. Euuivalent Fluid Weight.,(pcfl Condition Level 2:1 (H:V) Slope Active 33 60 At-Rest 55 80 Passive 350 (Maximum of 3 ksf) 150 (Sloping Down) Soil resistance developed against lateral structural movement can be obtained from the passive pressure value provided above. Further, for sliding resistance, a friction coefficient of 0.33 may be used at the concrete and soil interface. The passive pressure and the friction of resistance could be combined without reduction. In addition, the lateral passive resistance is taken into account only if it is ensured that the soil against embedded structures will remain intact with time. Drainage of backfill behind walls may be provided by a vertical layer of Miradrain 6200 with Mirafi 140 Geofabric, or equivalent, placed at the back of the wall; or by a minimum 12-inch width of 3/4 inch open-graded crushed gravel enveloped in Mirafi 140 Geofabric. Subdrains should consist of 4-inch diameter Schedule 40, PVC pipe or equivalent, embedded in approximately 1 ft3/linear foot of 3/4-inch down open-graded gravel, enveloped in Mirafi 140 Geofabric Filter or equivalent, with the pipe being 3± inches above the trench bottom; a gradient of at least 1% being provided to the pipe and trench bottom; discharging into suitably protected outlets. Alternatively low-retaining walls (less than 5 feet retained) may use weep holes. Preliminary Pavement The preliminary pavement sections presented below are based on the R-value of the upper on-site soil (R-value of 25), assumed Traffic Index, and minimum pavement section based on the City of Carlsbad Supplemental Standard GS-17. Final pavement designs should be evaluated based on R- value tests of the actual subgrade material after completion of grading. Where the pavement is subject to repeated turning stress (i.e. Trash Enclosures Aprons) the pavement should be Portland cement concrete. 14 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 Pavement - AC Class II Base Loading Condition Traffic Index Thickness Thickness Auto 4.5 4.0 inches 4.0 inches Parking Areas Auto 5.0 4.0 inches 4.0 inches Driveways Light Duty Truck 6.0 4.0 inches 9.0 inches Driveways Moderate Duty 7.0 4.0 inches 11.0 inches Truck Driveways All fill under pavement should be compacted to at least 90 percent relative compaction with exception of the upper 12 inches. Prior to the placement of base material, the upper 12 inches of pavement subgrade should be scarified; moisture conditioned and compacted to a minimum 95 percent relative compaction based on Test Method ASTM D1557. Aggregate base material should conform to Caltrans Standard Specifications Section 26 (Class 2) or the Standard Specification for Public Works Construction (Crushed Aggregate Base or Crushed Miscellaneous Base) and should be compacted to a minimum 95 percent relative compaction based on Test Method ASTM D1557 prior to placement of the asphaltic concrete. Portland cement concrete pavement sections may incorporate steel reinforcement and to be provided with crack control joints as designed by the project structural engineer. Recommended concrete mix should be at least 3,500 psi. It is recommended that Portland cement concrete swales to be designed and constructed within asphalt pavement areas for drainage of surface water. Fill soils under curb and gutter should be compacted to a minimum 90 percent relative compaction based on Test Method ASTM D1557. Construction Considerations Moisture Sensitive Soils/Weather Related Concerns The soils encountered at the site may be sensitive to disturbances caused by construction equipment and to changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils that become wet may be slow to dry and thus significantly retard the progress of grading and 15 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 compaction activities. It will, therefore, be advantageous to perform earthwork and foundation construction activities during dry weather. Much of the on-site soils may be susceptible to erosion during periods of inclement weather. As a result, the project Civil Engineer/Architect and Grading Contractor should take appropriate precautions to reduce the potential for erosion during and after construction. Drainage and Groundwater Considerations No groundwater was encountered within the maximum explored depth of 50 feet below existing grade. It should be noted, however, that variations in the ground water table may result from fluctuation in the ground surface topography, subsurface stratification, precipitation, irrigation, and other factors that may not have been evident at the time of our exploration. Seepage sometimes - occurs where relatively impermeable 'and/or, cemented formational materials are overlain by fill soils. We should be consulted to evaluate areas of seepage during construction. Positive site drainage should be designed to reduce infiltration of surface water around and underneath the building. Finish grades should be sloped away from the building. Excavations It is mandated by federal regulation that excavations, like utility trenches, basement excavation or foundation excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that OSHA regulations are being strictly enforced and if not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case, should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. 16 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 Utility Trenches Except where extending perpendicular under proposed foundations, utility trenches should be constructed outside a 1:1 projection from the base-of-foundations. Trenches for utility lines under structures should be properly backfilled and compacted. Utilities should be bedded and backfihled with approved sand or granular material to a depth of at least 1-foot over the pipe. Sand bedding material should be moisture conditioned and properly compacted. Compaction by jetting is not allowed. The remainder of the backfill may be typical on- site soil or imported soil which should be placed in lifts not exceeding 8 inches in thickness, watered or aerated close to optimum moisture content, and mechanically compacted to at least 95 percent (under structure and pavement) and 90 percent (not under structure and pavement) of maximum dry density (based on ASTM D1557). Site Drainage Drainage should be designed to collect and direct surface waters away from structures to approved drainage facilities. Downspouts, berms, area drains and other drainage controls should be included in construction considerations to minimize discharging or ponding of water near the foundation line. For earth areas, a minimum gradient of 1 percent should be maintained and drainage should be directed toward approved swales or drainage facilities. Positive drainage with a minimum gradient of 2 percent away from all structures should be provided and maintained within at least 5 feet from structure to reduce any runoff from infiltrating the soil beneath structural foundation. Plan Review The geotechnical and geological consultants should be retained to review grading and foundation plans and specifications to ascertain conformance with site conditions and recommendations presented herein. Geotechnical ObservationiTesting The geotechnical and geological consultants should be retained to perform on-site construction observations and testing to ascertain that conditions correspond to the findings and conclusions presented herein and that construction conform generally to the recommendations presented herein. 17 Sales, Activity & Fitness Buildings Project No. 1916-A08 MarBrisa Resort, Carlsbad, CA Log No. 11-1409 The geotechnical and geological consultants should be called upon for testing and observations as indicated in this report and at least for the following: During site grading and overexcavation. During foundation excavations and placement. During excavation and backfilling of all utility trenches Upon completion of any foundation and retaining wall footing excavation prior to placing concrete During processing and compaction of the subgrade for the access and parking areas and prior to construction of pavement sections. It is the responsibility of the contractor to coordinate all inspections and testing required by this firm or by other regulatory agencies. LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our investigation and further assume the explorations to be representative of the subsurface conditions throughout the site. if different subsurface conditions are observed during construction, we should be promptly notified for review and reconsideration of our recommendations. This report was prepared for the exclusive use and benefit of the owner, architect, and engineer for evaluating the design of the facilities as it relates to geotechnical aspects. It should be made available to prospective contractors for information on factual data only, and not as a warranty of subsurface conditions included in this report. Our investigation was performed using the standard of care and level of skill ordinarily exercised under similar circumstances by reputable soil engineers and geologists currently practicing in this or similar localities. No other warranty, express or implied, is made as to the conclusions and professional advice included in this report. 18 F p&5.-'Z if '1 \ IN T 2 -. RV it -91 Gravel Magnol Sch -41 ,00 i 30 A A. It 357 it 4. ------------ II SITE LOCATION I, NX \_\ \\ I Jt Farr -& - I' - ter -Well \ \c1 V SITE LOCATION MAP SALES, ACTIVITY & FITNESS BUILDINGS Project No. 1916-A08 Date: NOV. 2011 FIGURE 1 MTGL, INC. •• ; C" :• \\ \. S\ S •• - - - sc ,.* .. V •• Legend: S B-6 Approximate Location of Boring - BORING LOCATION PLAN SALES, ACTIVITY & FITNESS BUILDINGS Project No. 1916-A08 I Daté NOV. 201T--7 — FIGURE 2 MTGL. INC. APPENDIX A Blake, Thomas F., 2000, "EQFAULT, A Computer Program for the Deterministic Prediction of Peak Horizontal Acceleration From Digitized California Faults CDMG, California Division of Mines and Geology, 2000, DMG CD 2000-003, Digital Images of Official Maps of Aiquist-Priolo Zones. Bryant, W.A. and Hart, E.W.,2007, Fault Rupture Hazard Zones in California, Aiquist-Priolo. Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Department of Conservation, California Geological Survey, Special Publication 42. Jennings, C.W., 1994, Fault Activity Map of California and Adjacent Areas, California Division of Mines and Geology. Scale 1:750,000. California Department of Conservation, Division of Mines and Geology, Geologic Map of the Northwestern Part of San Diego County, California, DMG Open-File Report 96-02. Scale 1:24,000. California Department of Conservation, Division of Mines and Geology, Recent Failures, Ancient Landslides, and Related Geology of the North-Central Coastal Area, San Diego County, California by F. Harold Weber, Jr, 1982, DMG Open-File Report 82-12, Scale 1:24,000. U.S. Geological Survey, Topographic Map of the San Luis Rey Quadrangle, California-San Diego County, 7.5-Minute Series (Topographic), 1997, Scale 1:24,000. California Department of Conservation, Division of Mines and Geology, 1995, Landslide Hazards in the Northern Part of the San Diego Metropolitan Area, San Diego County, CA, DMG Open-File Report 95-04, Landslide Hazard Identification Map No. 35. California Department of Conservation, Division of Mines and Geology, The Rose Canyon Fault Zone , Southern California, 1993, DMG Open-File Report 93-02. California Building Standards Commission, 2007 California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2. Department of the Navy, Naval Facilities Engineering Command, 1982, Foundations and Earth Structures, NAVFAC DM-7.2. Department of the Navy, Naval Facilities Engineering Command, 1982, Soil Mechanics NAVFAC DM-7.1. Leighton and Associates, Inc., 2005, Geotechnical Investigation, Proposed 53-Acre Resort Development - Phase 1, Carlsbad Ranch, Planning Area No. 5, Carlsbad, CA, Project No. 040575-003, April 11, 2005. Leighton and Associates, Inc., 2006, As-Graded Geotechnical Report of Rough and Fine Grading, Hotel One, Resort and Conference Facilites, Sales Building, and Villas No. 53 through 56, Lots 10, 11 and A Portion of Lot 1, Grand Pacific Carlsbad, Carlsbad, CA, Project No. 040575-005, August 2, 2006. APPENDIX B FIELD EXPLORATION PROGRAM On October 6, 2010, six exploratory borings were drilled utilizing 6-inch diameter hollow stem auger drilled to a depth of between 20 and 50 feet below existing site grade. Samples were obtained with the Standard Penetration Test (SPT) sampler, CAL Sampler and a bulk sample, as appropriate. The approximate location of the borings are shown on the Boring Location Plan, Figure 2, attached. The field exploration was performed under the supervision of our Geologist/Engineer who maintained a continuous log of the subsurface soils encountered and obtained samples for laboratory testing. The soils encountered were classified in general accordance with the Unified Soil Classification System (see Key to Logs, Figure B-0). Subsurface conditions are summarized on the Boring Logs, Figures B-i and B-5. The soils were classified based on field observations and laboratory tests. IL DEFINITION OF TERMS PRIMARY DIVISIONS SYMBOLS SECONDARY DIVISIONS -' GRAVELS CLEAN GW Well graded gravels, gravel-sand mixtures, little or no ca MORE THAN GRAVELS fines. . GP - Poorly graded gravels or gravel-send mixtures, little or -J W - W HALF OF (LESS THAN -c O, 5% FINES) ________ no fines. _____________________________ 0 COARSE FRACTION IS GM Silty gravel., gravel-sand-slit mixtures, non-plastic GRAVEL - fines. WO Z N LARGER THAN NO.4 SIEVEU. X WITH FINES GO Clayey gravels, gravel-sand-clay mixtures, plastic _______________ _______________ fines. SANDS CLEAN SANDS . SW Well graded sands, gravelly sands, little or no fines. Z Uj CS MORE THAN OF (LESS THAN - SP ____________________________________ lX HALF 5% FINES) • Poorly graded sands or gravelly sands, little or no fines. OC COARSE W ca FRACTION IS SANDS SM Silty sands, sand-slit mixtures, non-plastic fines. 0 cc - 00 SMALLER THAN WITH FINES 2 NO. 4 SIEVE SC Clayey eandq, sand-clay mixtures, plastic fines. ca W L' Inorganic silts and very fiAe sands rock flour, silty or clayey fine sands or clayey silts with slight plasticity. of 0 U) SILTS AND CLAYS LIQUID LIMIT IS CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, lean clays. 2 mom LESS THAN 60% W OL Organic silts and organic silty clays of low plasticity. -<-0 < ..J Zza,e MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. d WE z SILTS AND CLAYS LIQUID LIMIT IS CH Inorganic clays of high plastIcIty, fit clays. Z GREATER THAN 50% OH Organic clays of medium to high plasticity, organic silts. HIGHLY ORGANIC SOILS ---- Pt Peat and other highly organic soils. GRAIN SIZES SAND I GRAVEL SILTS AND CLAYSI COBBLES I iBOULDERS FINE MEDIUM COARSE I FINE I COARSE 200 40 10 4 3i4 311 12 U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS GROUND WATER LEVEL OR GROUND WATER SEEPAGE. M LOCATION OF SAMPLE TAKEN USING A STANDARD SPLIT TUBE SAMPLER. 2-INCH O.D., 1-318-INCH I.D. DRIVEN WITH A 140 POUND HAMMER FALLING 30-INCHES. Z 3-1ie-INCH LOCATION OF SAMPLE TAKEN USING A MODIFIED CALIFORNIA SAMPLER. O.D., WITH 2-112-INCH I.D. LINER RINGS, DRIVEN USING THE WEIGHT OF KELLY BAR (LARGE DIAMETER BORINGS) OR USING A 140 POUND HAMMER FALLING 30-INCHES (SMALL DIAMETER BORING): LOCATION OF SAMPLE TAKEN USING A 3-INCH O.D. THIN-WALLED TUBE SAMPLER (SHELBY TUBE) HYDRAULICALLY PUSHED. LOCATION OF BULK SAMPLE TAKEN FROM AUGER CUTTINGS. KEY TO LOGS - UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) JOB NO.: 1916A08 1DATE: NOV. 2011 1FIGURE: 3-0 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY:ECD GROUND ELEVATION: ±188' LOCATION: See Figure - r In - ' - In " - In - 0 BORING NO. B-i DESCRIPTION SOIL TEST SB-i SB-2 SB-3 SS-1 SS-2 SS-3 SS-4 36 52 76 54 56 49 55 - 13.5 12.5 9.3 11.8 10.4 13.4 10.4 122.9 120.4 124.1 FILL: Silty Sand (SM), orange-brown, moist, medium dense, trace clay. Grades to dense. Corrosivity Fl-value Gradation Direct Shear Consolidation - - _.- 5 - - - - - TERRACE DEPOSITS: Silty Sand (SM), orange-brown, moIst, very dense, mix yellow-brown color, trace clay. Grades with mix grey color. Grades with dark brown color. Grades to dense Grades to very dense. 10 _- 15 X 20 25 30 - Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfllled on 10/6/2011. - - 35 40 Project No.: 1916A08 . LOG OF BORING Figure B-i DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY:ECD GROUND ELEVATION: ±190 LOCATION: See Figure 2 - H 0 l), H H 0 Cl) Cl) . H H U) D O 0 C.) - Z BORING NO. B-2 DESCRIPTION SOIL TEST 0 SB-i SB-2 SB-3 SS-1 SS-2 - 38 48 65 24 37 - 12.1 13.5 13.2 10.2 8.2 124.8 126.2 123.8 FILL: Silty Sand (SM), orange-brown, moist, medium dense to dense, trace clay. Grades to mix orange-brown Silty Sand. Max. Density Expansion Index Corrosivity Direct Shear Consolidation - .-' - 5 - X TERRACE DEPOSITS: Silty Sand (SM), orange-brown, moist, dense, mix with red-brown color. Grades to medium dense Grades to dense. - 10 - 15 20 - Boring Terminated at 20 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. - - 25 30 35 40 Project No.: 1916A08 LOG OF BORING Figure B-2 DATE OBSERVED: Oct. 6,2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 ri I-, S En Cl) r r - CO BORING NO. B-3 DESCRIPTION SOIL TEST o - SB-i SB-2 SB-3 SB-4 SS-1 SS-2 SS-3 - 39 105 36 80 48 45 25 - 14.3 8.1 11.7 9.4 10.1 9.7 9.3 123 132.8 125.8 131.9 flj Silty Sand (SM), orange-brown, moist, medium dense, trace clay. Mix with dark brown color, very dense. Grades to medium dense. R-value - - 77 5 10 - TERRACE DEPOSITS: Silty Sand (SM), orange-brown, moist, very dense, trace clay. Grades to dense. Grades to medium dense. 15 . 20 25 30 - Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. - - 35 40 Project No.: 1916A08 LOG OF BORING Figure B-3 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8° Hollow Stem Auger LOGGED BY:ECD GROUND ELEVATION: ±215' LOCATION: See Figure - El 04 cn In En 8 - >1 CA z H ra BORING NO. B-4 DESCRIPTION SOIL TEST o SS-1 SS-2 SS-3 SS-4 SS-5 SS-6 SS-7 SS-8 15 22 50/5° 72 37 47 47 45 10.3 11.2 7.4 8.5 8.7 10.2 8.5 FILL: Silty Sand (SM), brown, moist, medium dense, trace clay. Grades to mix yellow-brown and orange-brown color. Grades to very dense. Max. Density Expansion Index Corrosivity - 5 - - 10 15 - TERRACE DEPOSITS: Silty Sand (SM), moist, orange- brown, very dense, trace clay. Grades to dense. 20 r 25 30 35 40 - continuation Figure 134A Project No.: 1916A08 LOG OF BORING Figure B-4 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY:ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 - 3 04 C') 3W En >9z En W H - 8 C) ,. Cl) 0 BORING NO. B-4 DESCRIPTION SOIL TEST 40 SS-8 SS-9 SS-10 45 57 50/3' r - 9.5 9.8 5.7 TERRACE DEPOSITS: Silty Sand ISM), orange-brown, moist, dense, trace clay. Grades to gravel inclusions, very dense. - 45 50 Boring Terminated at 50 Feet. No Groundwater Encountered. Borehole Backfihled on 10/6/2100. - - 55 60 65 70 75 80 Project No.: 1916A08 LOG OF BORING Figure B-4A DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY:ECD - GROUND ELEVATION: ±215' LOCATION: See Figure 2 N N N N cn N N cn Cn U 04 H 'Cl) BORING NO. B-5 DESCRIPTION SOIL TEST 0 - SB-i SB-2 SB-3 SB-4 SB-5 SS-1 SS-2 SS-3 SS-4 41 47 39 37 50/4" 34 57 60 70 - - 8.2 13.2 13.8 11.6 10.4 10.1 10.4 7.9 123.5 123.4 123.4 124.6 122.9 FILL: Silty Sand (SM), orange-brown, moist. medium dense, trace clay. Grades to mix dark brown color. Gradation Gradation Direct Shear Consolidation - 5 10 ,_" 15 _-' - - :i:9.9 TERRACE DEPOSITS: Silty Sand (SM), moist, orange- brown, very dense, trace clay. Grades to dense. Grades to very dense. 20 ." 25 30 35 40 - Boring Terminated at 40 Feet. No Grounwater Encountered. Borehole Backfilled on 10/6/2011. Project No.: 1916A08 LOG OF BORING Figure 3-5 DATE OBSERVED: Oct. 6, 2011 METHOD OF DRILLING: 8" Hollow Stem Auger LOGGED BY: ECD GROUND ELEVATION: ±215' LOCATION: See Figure 2 - W ca M U) Cl) o CA U) ru x 8 - z Cl)SOIL BORING NO. B-6 DESCRIPTION TEST o SB-i SB-2 SB-3 SB-4 SS-1 SS-2 53 43 35 90 37 11.2 12.9 10.8 9.2 9.8 8.6 128.3 . 122.1 121.4 125.4 f[hi Silty Sand (SM), orange-brown, moist, medium dense to dense, trace clay. Mix with dark brown color. Max. Density Expansion Index Corrosivity Gradation Direct Shear Consolidation - 5 - - 10 - 15 - - TERRACE DEPOSITS: Silty Sand (SM), orange-brown, moist, very dense, trace clay. Grades to dense. Grades to very dense. 20 25 30 - Boring Terminated at 30 Feet. No Groundwater Encountered. Borehole Backfilled on 10/6/2011. - - 35 40 Project No.: 1916A08 LOG OF BORING Figure B-6 APPENDIX C LABORATORY TESTING PROCEDURES GENERAL The results of laboratory testing are discussed and presented in this appendix. MOISTURE/DENSITY Determinations of in situ moisture content and dry density were performed on selected undisturbed samples. Soil moisture content determinations were performed according to the ASTM D 2216. The dry density of soil was determined on CAL samples in general accordance with ASTM D2937. Results of these tests are presented on the boring logs, Figures B-i through B-2, in Appendix B. CLASSIFICATION The Unified Soil Classification System was utilized for visual (ASTM D2488) and laboratory (ASTM D2487) classifications of soils encountered. GRADATION The sieve analysis of selected soil samples was performed in accordance with ASTM D422 and results are presented in Figures C-i to C-5 MAXIMUM DENSITY A maximum density test was performed on a representative bag sample of the near surface soils in accordance with ASTM D1557. The test results are shown below. Location Maximum Dry Density (pci) Optimum Moisture Content (%) B-2@8'-12' 1305 83 B-4@8'-12' 1342 85 B-6 @ 5' -9' 131.3 9.7 DIRECT SHEAR Direct shear tests were performed in general accordance-with ASTM D3080-98. Direct shear tests were performed on undisturbed soil samples. Test results are as follows. Location Cohesion (PSF) Angle of Internal friction (Deg) B-1@5' 435 38 B-2 @ 10' 1003 40 B-5 @ 15' 1004 35 B-6@15' 66 - - 44 EXPANSION INDEX Expansion Index testing was completed in accordance with ASTM D4829. Test results are presented in the following table. Boring Lepth (fe€t) Expansion Index 1 U1BC B-2 8'- 12' 0 Very Low B-4 8' -12' 0 Very Low B-6 5' -9' 5 Very Low CORROS1VITY Corrosivity Testing in compliance with Caltrans Test Method 417, 422, & 643. Test results are presented below. Sample Location PH Soluble Sulfates (%) Mm. Resistivity (ohm-cm) B-i® 1'-S' 6.8 0.032 1,460 B-2@8'-12' 6.7 0.021 1,694 B-4@8'-12' 6.6 0.011 1,781 B-6 @ 5' -9' 6.7 0.010 2,080 CONSOLIDATION Consolidation test was performed on representative, relatively undisturbed sample of the underlying soil to determine compressibility characteristics in accordance with ASTM D2435. Test result is presented on Figure C-6 to C-9. R-VALUE R-value testing was performed on existing upper on-site soil within proposed pavement areas. California Department of Transportation (Caltrans) Test Method 301 was used to determine exudation and expansion values. Location R Value B-1@ 1'-5' 25 B-3@1'-5' 48 Particle Size Distribution Report 100 90 80 70 cc 60 U- I— z 50 w 0 cc w 40 a- 30 20 10 a IIIlIIuh1HIIIflImiI'IoIItIIuuIIIIIIIIIu_11111111 iiiignguioiiuii_IIIiiUiNIiiIiIIII_11111111 illluhlflhlti 11111111_IIlIh!IiIIlItIIIIIIIIU_11111111 illlluhlflhlllohluhl IIIIIII1IIIilhIIII_11111111 IRIIHhII1lIIIHhIUIflhILIlIIIIINIIII_11111111 IlIIIHh1I1i1IIIAhI_IIIIIII1IiIIIIII1IIIII_11111111 IlIIUIIIII1IIINIHhI_IIhIIIIII1IIIlNII 11111111 iwiiiiiiiiiiiguii____ iIIIIIIWIIiIII_11111111 iII1I1IHIII1llhIUII_IIIIIIIIIIIIiiii1IIII_11111111 IIIIIllhIflhuIIIIIIIHhI liii 10 IItIIIII1IhIIhllhI I 11111111 0.01 0.001 'I GRAIN SIZE - mm. /0 0 % Gravel % Sand % Fines +3 Coarse J Fine Coarse Medium Fine Silt [ Clay 0.0 0.0 0.6 0.9 35.7 1 46.4 16.4 SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X=NO) .375 100.0 #4 99.4 #10 98.5 #20 94.9 #40 62.8 #60 37,2 #100 24.2 #200 16.4 Material Description Atterbera Limits PL= LL= P1= Coefficients Dg= 0.7318 D85= 0.6501 Dü= 0.4038 D50= 0.3338 030= 0.1986 015= 010=Cc cu- Classification USCS= AASHTO= Remarks (no specification provided) Sample Number: B-I Depth: 5 MTGL, Inc.. An Date: 10/24/11 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 c-i Tested By: JH Checked By: ED Particle Size Distribution Report • .• •• .• 000 9 100 90 80 70 cc 60 LI I— z 50 w 0 cc 40 0 30 20 10 0 IIIIIIlIIIHII1IiiiiiPJUIIIIII1IIIIIIItIIuhIIIIuIIuI___ IIIRIIIIUIIIIiIIIIHIliiiIlUIIIIIIIIIII$_11111111 IIIIIlIUlIlIlNHIHhI_ItlHkIlIIlIlII1lIIIII_11111111 1111 WII1HIIIIIOIHII HuIIIhIIIHIIIIU 11111111 lIIIIilIIIIIilflhIII1l IIIIIIJilIIUINIIIII 11111111 IIIIIIIIIIIIlIIIIIIIHII_IlIIIIIIIIiIIOIIIIIII_11111111 IIIIIOIIHUIIHIIIHII_IIIIHhIlt1iPIIIII_111111111 IIIIlIUhIHIIIi1IIIHII_IIlIIHII1II1IIIlIIIII_11111111 iuiiuuiiimiiiin [01' 10 ii_nNuI•hllltllllluunhluhl 'Xii 0101011 GRAIN SIZE - %Gravel %Sand % Fines Coarse Fine Coarse Medium Fine Silt 0.0 0.0 6.1 3.4 27.1 29.4 34.0 SIEVE SIZE PERCENT FINER SPEC.' PERCENT PASS? (X=NO) .375 100.0 #4 93.9 #10 90.5 #20 86.6 #40 63.4 #60 46.8 #100 39.2 #200 34.0 Material Description Atterbera Limits PL= LL= P1= Coefficients 090= 1.7910 085= 0.7921 060= 0.3874 050= 0.2834 030= 015= D10= C= Classification USCS= AASHTO= Remarks - (no specification provided) Sample Number: B-2 Depth: 10' MTGL, Inc. Anaheim, CA Date: 10/24/11 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Tested By: JH Checked By: ED Particle Size Distribution Report 100 90 80 70 60 50 40 30 20 10 C 1IIIIIIIUIIItfth1IIUiiiiI11IIII1OhIIIIII__01111111 III1IIII1HhIIOhIHII HIIIIIBIIOIIIII_11111111 III1llIIl1HhlIlOIIIuI IlIIll!llIlIIIIIIII_11111111 IIIIIIII1HIIIIUIIIHII_IIIIIIII1l1IIHIIII 1111111 I111lIIII1HhlIllhIIHhI_IIlIIIIli!I1IINIIIIIUHIIIIII___ 111110 111111111 iuii IlIIIIII&iIIIhIIIl 11111111 I111IiI1IUI1IIIHll IIIIIIlIIIIi1iIIIIIIl_11111111 Il1I1IIIHIU1IIIIHII1IIlIIIIIIIIIIIl1IIIll_011111 III11INI1HhIliHIHIl_IIIIIIIII11IIIIIIIt-IIOIIll___ I11llIII1IHhIlNIIiIiI IIIlI1Iii1lIIIthllhI 11111111 1UU 1U 1 U.] U.Ul U.UUi GRAIN SIZE - mm. % Gravel % Sand % Fines %+3 Coarse Fine Coarse Medium Fine Silt I Clay 0.0 0.0 0.0 0.0 16.6 49.0 34.4 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) #4 100.0 #10 100.0 #20 98.9 #40 83.4 #60 59.2 #100 42.8 #200 34.4 Material Description Atterbera Limits PL= LL= P1= Coefficients O9= 0.5158 D85= 0.4427 060= 0.2545 050= 0.1958 D30= 015= 010= Cu= C= Classification USCS= AASHTO= Remarks (no specification provided) Sample Number: B-4 Depth: Date: 10/24/11 MTGL, Inc. II Client: . Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Anaheim, CA II Project No: 1916-A08 Figure C-3 Tested By: JH Checked By: ED Particle Size Distribution Report - - - 000 100 90 80 70 cc LU 60 U- I- 50 w 0 cc LU 40 0 30 20 10 C IIIIIIIIIIHIII1IIIIOIIiiIUh1IIIIUIIIIII1I_111111111 IIIIIIIIIHhIi1IIIHII_NIIi!IIIIHIIIII 11111111 IIIIIII MINE lIIIHhI__IIhIli,uhlIiIIIiiI•iIIIIuii__ 1111111IIiIIIIHIu_IIIIIIIik1IIIIOIIIII_ffuillll___ iiiiuiiiiuimiiiiuii IIIIIIIIlUIhNII 11111111 IIIIIIIUIHIIIi1IIIHII_IIIIIIIIIlIlIINIIIU_11111111 IIIIiIIIlIIflhlIilIIIHhI IgIIHIIlIIillhIIIIIIiiIIhllhI GRAIN SIZE - mm. % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.5 17.7 48.2 33.6 SIEVE SIZE PERCENT FINER SPEC.* PERCENT PASS? (X=NO) #4 100.0 #10 99,5 #20 98.4 #40 81.8 #60 59.3 #100 43.4 #200 33.6 Material Description Atterbera Limits PL= I LL= P1= Coefficients D90= 0.5460 D85= 0.4645 060= 0.2546 D50= 0.1925 030= D15= C= Classification USCS= AASHTO= Remarks - (no specification provided) Sample Number: B-S Depth: 15 Date: 10/24/11 MTGL, Inc. Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Anaheim, CA Project No: 1916-A08 - Figure C-4 Tested By: JH Checked By: ED Particle Size Distribution Report 100 90 80 70 cc LU 60 L1 I- 50 w 0 w 40 0 30 20 10 0 IIIIIllIIlHIIIthllIOIiiill!NIIIIIllhIIIII IIIIlI11___ IIIIIIIIUIIIIHIIHIU IIIIKIIIIIINHIIIII 11111111 IIIIIo1IuIIumlHInhI_IIIIIiiI1IUIIIlIII1I_11111111 IIIIIflIUIIIIIINIHhI NIIlIII!1IIIIIUIIIII 11111111 lIllUllilUIllIlilhIHIl_IIIIHI1!IIlIININII_11111111 IIIIUIIIIlIIl1I1INIIIII IUhIIIIIiUIIIIIIlII 11111111 iIIUIIUUIIIIUIIIHII IIIIIIUhIOf 11111 11111111 1IIIIIIlIUIIIt1IhIHII_ItIhIHIIllIijiI1IIIIU_11111111 iiuiiiuumiuui_hiillliliiiilllllll_11111111 1UU 1U 1 U.] U.U1 U.UU1 GRAIN SIZE - mm. /0+3 % Gravel % Sand % Fines Coarse Fine CoarseF22.1 dium Fine Silt j Clay 0.0 0.0 0.0 0.4 52.3 25.2 SIEVE SIZE PERCENT FINER SPEC. PERCENT PASS? (X=NO) #4 100.0 #10 99.6 #20 98.0 #40 77.5 #60 52.5 #100 35.0 #200 25.2 Material Description Atterbera Limits PL= LL= P1= Coefficients Dg= 0.5952 D85= 0.5127 060= 0.2941 D50= 0.2359 D30= 0.1156 015= D10=. C= C= Classification USCS= AASHTO= Remarks (no specification provided) Sample Number: B-6 Depth: 15'Date: 10/24/11 MTGL, Inc. Client: Project: SALES I FITNESS BUILDING - MARBRISA PHASE 2 Anaheim, CA II Prolect No: 1916-A08 Figure C-5 Tested By: JH Checked By: ED • CONSOLIDATION TEST REPORT -0.4 0.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0.4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ADDED 0.8 - - - - - - - - WATER 1.6 N E 2.0 2.4 - - - - - ---- - - - - - - - - - - - LJ - - - - - - - - - - - - - - 2.8 - - - - - - - - - - - - - - - - - - - - - - - - - - - 3. 2 100 200 500 1000 2000 5000 Applied Pressure - psi Natural Dry Dens. (pcf) LL P1 Sp. Gr. Overburden (psi) Pc (psf) c C r Cr well Press. (psi) Cipse. % e ° Sat. Moist. 4163 1 1 0.1 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-I ElevJDepth: 5' Remarks: Figure C-6 MTGL, Inc. Anaheim, CA CONSOLIDATION TEST REPORT o.c---——------------——---——----——---—— °---:----—--——---—--—— 1.2 o.8---——-iii ———---——----——----—— [WATER ADDED 1.6 2.0 2.4 2.8 3.2---——----—----——-------—---—- :i HHHH 100 200 500 1000 2000 5000 Applied Pressure - psi Natural I Dry Dens. I (pcf) LL P1 Sp. Gr. Overburden (psi) P (psf) c C Crr well Press. (psi) Cipse. e Sat. Moist. 1249 0.2 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-2 EleviDepth: 10' Remarks: Figure c-i MTGL, Inc. Anaheim, CA CONSOLIDATION TEST REPORT 0.0 0.4 II 0.8-' 1.2 -J b WATER ADDED 1.6 ------ CA E2.0 a) E a) 0 2.4 H 2.8 3.2 -------------------------- :1 100 200 500 1000 2000 5000 Applied Pressure - psf Natural Dry Dens. LL P1 Sp. Overburden P c C r Cr well Press. Swell e Sat. Moist. (pcf) Gr. (psf) (psf) (psf) % 2693 1108 0.1 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Remarks: Project: SALES / FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-5 ElevfDepth: 15' MTGL, Inc. Anaheim, CA Figure C-8 CONSOLIDATION TEST REPORT 0.5 ------------------- 05 ------------------------------ 1.0 LIWATERADDEDI1 1.5 U) 2 a) 2.0------------------- - - - - - 2. - - - - - - - - - - - - - - - - - - - - - - - - - 3.5 3.0------------------------- ::ppr i P H 100 200 500 1000 2000 5000 Applied Pressure - psf Natural Dry Dens. (pcf) LL P1 Sp. Gr. Overburden (psf) Pc (psf) cc Cr Swell Press. (psf) Clpse. % e° Sat. Moist. 2559 0.1 MATERIAL DESCRIPTION USCS AASHTO Project No. 1916-A08 Client: Project: SALES I FITNESS BUILDING - MARBRISA PHASE 2 Source: Sample No.: B-6 EleviDepth: 15' Remarks: Figure C-9 MTGL, Inc. Anaheim, CA APPENDIX D ENGINEERING and SEISMIC ANALYSIS General The details of the engineering analyses performed as part of this investigation are discussed in this section. Seismicity Seismic design values were computed based on site coordinates of N33.13199 and W117.3124 1. The nearest active fault computed by the Thomas Blake EQFAULT program is the Rose Canyon Fault, located approximately 8.5 km southwest of the site. The deterministic analyses are attached. The ground motion values derived from the 2010 California Building Code (CBC), Title 24 were obtained from the Java Ground Motion Parameter Calculator, Version 5. 1.0 and is attached. Based upon the results of the exploratory borings, the project site is assigned to Site Class D. CALIFORNIA FAULT MAP Test Run 1100 1000 800 700 500 400 300 100 Is -.10c I,] TEST . OUT * * * EQFAULT * * * Version 3.00 * * * DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER: 1916-A08 DATE: 10-21-2011 JOB NAME: Sales, Activity & Fitness Buildings CALCULATION NAME: Test Run Analysis FAULT-DATA-FILE NAME: CDMGFLTE.DAT SITE COORDINATES: SITE LATITUDE: 33.1320 SITE LONGITUDE: 117.3124 SEARCH RADIUS: 100 ml ATTENUATION RELATION: 17) Campbell & Bozorgnia (1994/1997) - Alluvium UNCERTAINTY (M=Median, S=Sigma): M Number of Sigmas: 0.0 DISTANCE MEASURE: cdist SCOND: 0 Basement Depth: 5.00 km Campbell SSR: 0 Campbell SHR: 0 COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km): 3.0 Page 1 TEST . OUT --------------- EQFAULT SUMMARY --------------- ----------------------------- DETERMINISTIC SITE PARAMETERS ----------------------------- Page 1 ------------------------------------------------------------------------------- , 1( 5.3 7.2 21.1 24.3 24.3 35.4 37.8 42.4 47.0 47.8 48. 3 49.8 51.7 53.31 56.21 58.01 60.9 61.3i 64.9 65.71 65.71 70.6 72.5 73.3 74.3 74.6 77.2' 78.0' 79.0' 80.8 81.0 81.2 82.4 82.4 82.5 84.2 84.7 85.2 85.7 87.1 ESTIMATED MAX. EARTHQUAKE EVENT ------------------------------- ROSE CANYON NEWPORT-INGLEWOOD (Offshore) CORONADO BANK ELSINORE-TEMECULA ELSINORE-JULIAN ELSINORE-GLEN IVY PALOS VERDES EARTHQUAKE VALLEY SAN JACINTO-ANZA SAN JACINTO-SAN JACINTO VALLEY NEWPORT-INGLEWOOD (L.A. Basin) CHINO-CENTRAL AVE. (Elsinore) SAN JACINTO-COYOTE CREEK WHITTIER ELSINORE-COYOTE MOUNTAIN COMPTON THRUST ELYSIAN PARK THRUST SAN JACINTO-SAN BERNARDINO SAN JACINTO - BORREGO SAN ANDREAS - San Bernardino SAN ANDREAS - Southern SAN JOSE PINTO MOUNTAIN SAN ANDREAS - Coachella SIERRA MADRE CUCAMONGA NORTH FRONTAL FAULT ZONE (West) BURNT MTN. CLEGHORN EUREKA PEAK SUPERSTITION MTN. (San Jacinto) NORTH FRONTAL FAULT ZONE (East) SAN ANDREAS - 1857 Rupture SAN ANDREAS - Mojave RAYMOND CLAMSHELL-SAWPIT ELMORE RANCH VERDUGO SUPERSTITION HILLS (San Jacinto) HOLLYWOOD 8. s: 11.6: 33.9: 39.1: 39.1: 57.0: 60.8: 68.3: 75.6: 77.0: 77.7: 80.2: 83.2: 85.8: 93.3: 98.0: 98.6: 104.5: 105.7: 105.7: 113.7: 116.7: 117.9: 119.6: 120.1: ].24.2 125. 6 127.2 130.1 130.41 130.6 132.6 132.6 132.8 135.5 136.3 137.1 138.0 140.1 MAXIMUM EARTHQUAKE MAG. (MW) 7.2 7.1 7.6 6.8 7.1 6.8 7.1 6.5 7.2 6.9 7.1 6.7 6.8 6.8 6.8 6.8 6.7 6.7 6.6 7.5 7.4 6.5 7.0 7.2 7.0 7.0 7.0 6.4 6.5 6.4 6.6 6.7 7.8 7.4 6.5 6.5 6.6 6.7 6.6 6.4 PEAK SITE ACCEL. g 0.435 0.373 0.218 0.101 0.129 0.063 0.075 0.038 0.062 0.047 0.055 0.037 0.039 0.037 0.035 0.032 0.028 0.028 0.024 0.053 0.048 0.019 0.030 0.035 0.027 0.026 0.025 0.016 0.017 0.015 0.018 0.018 0.051 0.036 0.015 0.015 0.017 0.017 0.017 0.013 APPROXIMATE ABBREVIATED DISTANCE FAULT NAME mi (km) EST. SITE INTENSITY MOD.MERC. X IX VIII VII VIII VI VII V VI VI VI V V V V V V V V VI VI IV V V V V V IV IV IV IV IV VI V IV IV IV IV IV III Page 2 TEST . OUT ----------------------------- DETERMINISTIC SITE PARAMETERS ----------------------------- Page 2 ESTIMATED MAX. EARTHQUAKE EVENT APPROXIMATE ABBREVIATED DISTANCE MAXIMUM I PEAK JEST. SITE FAULT NAME I mi (km) JEARTHQUAKE1 SITE JINTENSITY MAG ----------------------------------------_:.!_ _:__ LAGUNA SALADA 1 87.4( 140.7)1 7.0 1 0.023 IV LANDERS 1 88.1( 141.8)1 7.3 1 0.030 V HELENDALE - S. LOCKHARDT 1 89.4( 143.8)1 7.1 1 0.025 1 V SANTA MONICA 1 91.8( 147.7)1 6.6 1 0.014 1 IV LENWOOD-LOCKHART-OLD WOMAN SPRGS 93.1( 149.8)1 7.3 1 0.028 1 V BRAWLEY SEISMIC ZONE 1 94.1( 151.4)1 6.4 1 0.012 1 III MALIBU COAST 1 94.3( 151.8)1 6.7 1 0.015 1 IV JOHNSON VALLEY (Northern) I 96.1( 154.6)1 6.7 1 0.016 1 IV EMERSON So. - COPPER MTN. 1 96.2( 154.8)1 6.9 1 0.019 1 IV NORTHRIDGE (E. Oak Ridge) 1 98.5( 158.5)1 6.9 1 0.016 1 IV SIERRA MADRE (San Fernando) 1 99.0( 159.3)1 6.7 1 0.014 1 IV SAN GABRIEL 1 99.2( 159.7)1 7.0 1 0.020 1 IV -END OF SEARCH- 52 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE ROSE CANYON FAULT IS CLOSEST TO THE SITE. IT IS ABOUT 5.3 MILES (8.5 km) AWAY. LARGEST MAXIMUM-EARTHQUAKE SITE ACCELERATION: 0.4353 g it t Page 3 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117.31241 Spectral Response Accelerations Ss and Si Ss and Si = Mapped Spectral Acceleration Values SiteClassB - Fa=1.0,Fv=i.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.252 (Ss, Site Class B) 1.0 0.473 (Si, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117.31241 Spectral Response Accelerations SMs and SM1 SMs=FaxSs and SM1 =FvxS1 SiteClassD - Fa = 1.0,Fv = 1.527 Period Sa (sec) (g) 0.2 1.252 (SMs, Site Class D) 1.0 0.722 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 33.13199 Longitude = -117.31241 Design Spectral Response Accelerations SDs and SD1 SDs =2/3xSMs and SD1 =2/3xSM1 SiteClassD - Fa = 1.0,Fv = 1.527 Period Sa (sec) (g) 0.2 0.835 (SDs, Site Class D) 1.0 0.481 (SD1, Site Class D) APPENDIX E GENERAL EARTHWORK AND GRADING SPECIFICATIONS APPENDIX E GENERAL EARTHWORK AND GRADING SPECIFICATIONS GENERAL These specifications present general procedures and requirements for grading and earthwork as shown on the approved grading plans, including preparation of areas to be filled, placement of fill, installation of subdrains, and excavations. The recommendations contained in the attached geotechnical report are a part of the earthwork and grading specifications and shall supersede the provisions contained herein in the case of conflict Evaluations performed by the Consultant during the course of grading may result in new recommendations, which could supersede these specifications, or the recommendations of the geotechnical report. EARTHWORK OBSERVATION AND TESTING Prior to the start of grading, a qualified Geotechnical Consultant (Ceo technical Engineer and Engineering Geologist) shall be employed for the purpose of observing earthwork procedures and testing the fills for conformance with the recommendations of the geotechnical report and these specifications. It will be necessary that the Consultant provide adequate testing and observation so that he may determine that the work was accomplished as specified. It shall be the responsibility of the Contractor to assist the Consultant and keep them apprised of work schedules and changes so that he may schedule his personnel accordingly. It shall be the sole responsibility of the Contractor to provide adequate equipment and methods to accomplish the work in accordance with applicable grading codes or agency ordinances, these specifications and the approved grading plans. Maximum dry density tests used to determine the degree of compaction will be performed in accordance with the American Society for Testing and Materials Test Method (ASTM) D1557-91 or later revision. PREPARATION OF AREAS TO BE FILLED Clearing and Grubbing: All brush, vegetation and debris shall be removed or piled and otherwise disposed of. Processing: The existing ground which is determined to be satisfactory for support of fill shall be scarified to a minimum depth of 6 inches. Existing ground, which is not satisfactory, shall be overexcavated as specified in the following section. Overexcavation: Soft, dry, spongy, highly fractured or otherwise unsuitable ground, extending to such a depth that surface processing cannot adequately improve the condition, shall be overexcavated down to firm ground, approved by the Consultant. Moisture conditioning: Overexcavated and processed soils shall be watered, dried-back, blended, and mixed as required to have a relatively uniform moisture content near the optimum moisture content as determined by ASTM D1557. Recompaction: Overexcavated and processed soils, which have been mixed, and moisture conditioned uniformly shall be recompacted to a minimum relative compaction of 90 percent of ASTM D1557. Benching: Where soils are placed on ground with slopes steeper than 5:1 (horizontal to vertical), the ground shall be stepped or benched. Benches shall be excavated in firm material for a minimum width of 4 feet. FILL MATERIAL General: Material to be placed as fill shall be free of organic matter and other deleterious substances, and shall be approved by the Consultant. t Oversize: Oversized material defined as rock, or other irreducible material with a maximum dimension greater than 12 inches, shall not be buried or placed in fill, unless the location, material, and disposal methods are specifically approved by the Consultant. Oversize disposal operations shall be such that nesting of oversized material does not occur, and such that the oversize material is completely. surrounded by compacted or densilied fill. Oversize material shall not be placed within 10 feet vertically of finish grade or within the range of future utilities or underground construction, unless specifically approved by the Consultant. Import If importing of fill material is required for grading, the import material shall meet the general requirements. FILL PLACEMENT AND COMPACTION Fill Lifts: Approved fill material shall be placed in areas prepared to receive fill in near-horizontal layers not exceeding 6 inches in compacted thickness. The Consultant may approve thicker lifts if testing indicates the grading procedures are such that adequate compaction is being achieved with lifts of greater thickness. Each layer shall be spread evenly and shall be thoroughly mixed during spreading to attain uniformity of material and moisture in each layer. Fill Moisture: Fill layers at a moisture content less than optimum shall be watered and mixed, and wet fill layers shall be aerated by scarification or shall be blended with drier material. Moisture conditioning and mixing of fill layers shall continue until the fill material is at uniform moisture content at or near optimum. Compaction of Fill: After each layer has been evenly spread, moisture conditioned, and mixed, it shall be uniformly compacted to not less that 90 percent of maximum dry density in accordance with ASTM D1557. Compaction equipment shall be adequately sized and shall be either specifically designed for soil compaction or of proven reliability, to efficiently achieve the specified degree of compaction. Fill Slopes: Compacting on slopes shall be accomplished, in addition to normal compacting procedures, by backrollirig of slopes with sheepsfoot rollers at frequent increments of 2 to 3 feet as the fill is placed, or by other methods producing satisfactory results. At the completion of grading, the relative compaction of the slope out to the slope face shall be at least 90 percent in accordance with ASTM D1557. Compaction Testing: Field tests to check the fill moisture and degree of compaction will be performed by the consultant. The location and frequency of tests shall be at the consultant's discretion. In general, these tests will be take at an interval not exceeding 2 feet in vertical rise, and/or 1,000 cubic yards of fill placed. In addition, on slope faces, at least one test shall be taken for each 5,000 square feet of slope face and/or each 10 feet of vertical height of slope. STJBDRAIN INSTALLATION Subdrain systems, if required, shall be installed in approved ground to conform to the approximate alignment and details shown on the plans or herein. The subdrain location or materials shall not be changed or modified without the approval of the Consultant. The Consultant, however, may recommend and, upon approval, direct changes in subdrain line, grade or materials. All subdrains should be surveyed for line and grade after installation and sufficient time shall be allowed for the surveys, prior to commencement of fill over the subdrain. EXCAVATION Excavations and cut slopes wiU be examined during grading. If directed by the Consultant, further excavation or overexcavation and refilling of cut areas, and/or remedial grading of cut slopes shall be performed. Where fill over cut slopes are to be graded, unless otherwise approved, the cut portion of the slope shall be made and approved by the Consultant prior to placement of materials for construction of the fill portion of the slope. 4 X 01-11211 > CITY OF CARLSBAD COMMUNITY. FACILITIES DISTRICT NO. I NON-RESIDENTIAL B-32 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov NON-RESIDENTIAL CERTIFICATE: Non-Residential land owner, please read this option carefully and be sure you thoroughly understand before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before signing. Your signature is confirming the accuracy of all information shown. Grand Pacific Resorts Name of Owner 5900 Pasteur Ct., Ste. 200 Address Carlsbad CA City, State 211-130-02-00 92008 Zip 760431-8500 Telephone 1577 Marbrisa Cr. Project Address Carlsbad, CA City, State 92008 Zip Assessor Parcel Number(s) or APN(s) and Lot Numbers(s) if not yet subdivided by County Assessor CB120206 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building permit, shall have the option to (1) pay the SPECIAL DEVELOPMENT TAX ONE TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years. Please indicate your choice by initializing the appropriate line below: OPTION (1): I elect to pay the SPECIAL TAX - ONE TIME now, as a one-time payment. Amount of One-Time Special Tax: $ 2,912.12 Owner's Initials ________ OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-ie'(25) years. Maximum annual Special Tax: $ 378.57 Owner's Initials I DO HEREBY CERTIFY UFE'R PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SVJECT PROPERTY A.ND'TfIALLIJ14DERSTAND AND WILL COMPLY WITH THE PROVISION AS STATED ABOVE. E I . I - Ify . — .0— . 6 2 u e of Pr6pffy Ownq Title 7((q((.- PrirtWame . Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Land Use Comm Imp.Area 2 FY 2011/2012 Annex date 12/1993 Factor .5217 .X Square Ft. 5582 = $2919.12 B-32 Page 1 of 1 . Rev. 07/09 CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Grand Pacific Resorts Rec. Bldg. Project ID: CT/MS: Building Permit Plan Check Number: CB120206 Project Address: 1577 Marbrisa Cr. A.P.N 211-130-02-00 Project Applicant (Owner Name): Grand Pacific Resorts Project Description: Rec & Fitness Bldg. Building Type: Commercial Residential: NEW DWELLING UNIT Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area Commercial/Industrial: 5582 Net Square Feet New Area City Certification of Applicant Information: JILIIPJA1.IZLP fl2tA 7/12/2012 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District Vista Unified School District San Marcos Unified School District 6225 El Camino Real 1234 Arcadia Drive 255 Pio Pico Ave Ste 100 Carlsbad CA 92009 (760-331-5000) Vista CA 92083 (760-726-2170) San Marcos, CA 92069 (760-290-2649) Contact: Nancy Dolce (By Appt. Only) D Encinitas Union School District I fl San Dieguito Union High School District-By Appointment Only 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (760-944-4300 710 Encinitas Blvd. xl 166) Encinitas, CA 92024 (760-753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner') certifies under penalty of perjury. that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after th building permit is issued or if the initial determination of units or square footage is found to be incorrect, and t (2) he Owner is the owner/developer of the above described project(s), or that the person executing this declar on is jbied to sign on behalf of the Owner. B-34 V, I I Page 1 of 2 Rev. 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OFAUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER 5jt'll U+rc+ f(\MQi CAHLSAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSRAD, CA 92009 73tO c0 B-34 . Page 2 of 2 Rev. 03/09 IS 1' O) SAN DIEGO REGIONAL ccC ' HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE I I Business Name Business Contact Telephone # (•7 L/31-'5D Project Address p1 -; bc1 C; State city h c CA- Zip Code I APN# Mailing Ad ss City State 29a bc- 04 Zip Code Plan File# Project Contact -' U L 2PJJ k c— Telephone # ()? - The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUSMATERIALSDIVISION:OCCUPANCYCLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): Occupancy Rating: Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMDh If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: II Expected Date of occupancy: ii 0 CalARP Exempt / YES NO (for new construction or remodeling projects) 0 EI' Is your business listed on the reverse side of this form? (check all that apply). Date Initials, 0Er Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 CalARP Required 0 "WiII your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Date Initials 0 E3' Will your business use an existing or install an underground storage tank? 0 I( Will your business store or handle Regulated Substances (CalARP)? 0 CalARP Complete 0 [ff Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? / 0 £2" Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to Date Initials or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III:SANDIEGOCOUNTYAIRPOLLUTIONCONTROLDISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolitionorrenovation of residential structures of four units or less. Contact the APCD for more information. YES NO 0 E' Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdalDcd.orci/infolfacts/permits.Ddf, and the list of typical equipment requiring an APCD permit on the reverse side , of this from. Contact APCD if you have any questions). 0 Lf (ANSWER ONLY IF QUESTION 1 I YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? ,- (Search the California School Directory at http://www.cde.ca.ciov/re/sd/ for public and private schools or contact the appropriate school district). 0 E1 Has a survey been performed to determine the presence of Asbestos Containing Materials? 0 I3' Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? 0 "WiII there be demolition involving the removal of a load supporting structural member? describe business activities: - — , fl I Briefly describe proposed project: I It I I - Ideclapenof perjury that ttthe best of my knowledge and _ er_in are true and correct. / Name of Own r Authorized Agent Sign er or Ab&riiea Agent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICIAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMAI10N REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY.HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date Business Name (Ibl,,d WASTEWATER MJ11$ORJTY -V -V Street Address Email Address PLEASE-CHECK HERE IF YOUR BUSINESS IS EXEMPT: SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining / Milling Painting I Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting /Forming Pesticide Manufacturing/ Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Etectroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment/ Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations):_______________ Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal /day).: List hazardous wastes generated (type/ volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact- _-_ Title Signatur Phone No. - / ENCINA ASTEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 NO. 047 P. 1 JUL. 19. 2012 1:45PM 8661284239 PLUMBING, ELECTRICAL, CITY OF MECHANICAL CAR LSBAD WORKSHEET B-18 Aj AAAVZ --e ct Aaaress:' Permit No.: Development Services Building Di Vision 1635 Faraday Avenue 760-602-2719 ww.cerlsbadca.gov cC3 12.-0 2-O k, Information provided below refm to work being done on the above mentioned permit only. This form must be completed and returned to the Building Division before the permit an beiss.u4 Building Dept. Fax (760) 602-9558 Number o relocated fixtures, traps, or floor drains....... ...... New building sewer line' .........._....._ ....................., Yes_ Number of new roof VNo - ........_...... ...._,,.._......_,,......,.4.. 0 Install/alter water ilne?............ .... ..,.......,,......_......,, .... ... .......... .................. Number of new water heters?...............___.,.............,................,........ Number relocated or replaced gas outlets? ...._.......... . . . . . .. ........ .......•......,........ Number of new hose bibs?................... . . . . . . . . . . . . . . . . . . ..5' - Residential Pernits f New/expanded service. Number of new amps: -- Minor Remodel on4r yes____ No j-. Commerdal/Industhah 4. Tenant improvement Number of existing amps fjii.'oIvedfn this pro!eth _f-"a44 Number of new amps in voI'ed I,, thfrprnJect New ConstruCtion: Amps per Panel: Single Phase ...........................__.,,.......,............. .....Numberofnewqmperes_/'-"4 Three Phase........,.......,..._...,.......,., .... ....... Number of new amperes ,j2f)O k Three Phase 480 ,......, ....._..,,................._..,.....,..... Number of new amperes________________ Number of new furnaces, A/C, ...... ................ _.... .........._ ........._._.. L. N r relocated duct work?.......__.,......,..._...,...._...... . . , . . . . . . . . . . . . . . . . . . . _ . . . Y e s No - Number of new fireplaces?._..., ........... Number of new exhaust faris?,..................,........-....•...M .........,............. Reloc ate~ ant? ...... ..................... ,,........ ....,,,.. ..... .........,........ ....... Number of new exhaust hoods? .... ... ........... ............. .......... .......... ...,... ..... .. .... .... ...... .. ....... Number of new boilers or compressors?......, . . . . . . . . , . . . _ , , . . . . . . . . . . . . . . . . . _ . . . . . . . . . . Number of HP B-la Page 1 of Rev, 03/09 CB120206 1577 MARBRISA CR MAPRpl.cApp)RT (2\ \ [ ~- , - P [ , , g: "t:~ - ~, WA-S% ucv Approved Date By BUILDING o ri 2_- PLANNING 2-ID - 1 2_ ENGINEERING 7/ !i/f_ FIRE Expedite? () N AFS Checked by: HazMat APCD Health Forms/Fees Sent Recd Due? By Enciha - _211-//'Z_ V N Fire V N HazHeaIthAPCD I I i.i ; 7. V N P E & M (7/f //2 -fli L (1 School-84--- 1-// 24?-z:- 7I20/i) ' N _____ Sewer V N Stormwater V N Special Inspection V N CFD N LandUse: Density ImpArea: FY: Annex: ________ Aofi/. tig3 Factor: Comments Date Date Date Date Building Planning Engineering Fire Need? U Done U Done U Done U Done - - L3 Done SW IssuecI