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Home My WebLink About2320 VIA FRANCISCA; ; CBC2019-0402; PermitCcity of Building Permit Finaled Carlsbad Commercial Permit Print Date: 05/14/2020 Permit No: CBC2019-0402 Job Address: 2320 Via Francisca Permit Type: BLDG-Commercial Work Class: Repair Status: Closed - Finaled Parcel No: 1672504400 Lot U: Applied: 08/22/2019 Valuation: $150,000.00 Reference U: Issued: 10/24/2019 Occupancy Group: Construction Type PermitFinal Close Out: # Dwelling Units: Bathrooms: Inspector: TAlva Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 05/14/2020 Project Title: Description: THE RESERVE APARTMENTS: (BLDG 15) DRYROT REPAIR TO TWO STAIR CHASES AND WALKWAYS Applicant: Owner: D P CARLSBAD MAGNIFICA INVESTORS LP D. P 0 P CARLSBAD MAGNIFICA INVESTORS LP D P . AIRPORT HOSPITAL WAY INVESTORS LP C/O AIRPORT HOSPITAL WAY INVESTORS LP C/O DECRON PROPERTIES CORP DECRON PROPERTIES CORP TERRY WILCOX 6222 Wilshire Blvd, Unit 400 LOS ANGELES, CA 90048 FEE AMOUNT BUILDINGPERMIT FEE ($2000+) - $803.50 BUILDING PLAN CHECK FEE (BLDG) $562.45 5B1473 GREEN BUILDING STATE STANDARDS FEE . $6.00 STRONG MOTION-COMMERCIAL $42.00 Total Fees: $1,413.95 Total Payments To Date: $1,413.95 I Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the - protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division . 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Page 1 of 1 cit ybf Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check __________ Est. Value *_I016ZXJ PC Deposit Date Job Address . 3 ' ¼.) (. F r CLn (s.. 1' S - -. Suite: APN: Tenant Name: /3/dy... 1 /5 CT/Project #: Lot #:_________ Occupancy: Construction Type: Fire Sprinklers: yes ,& Air Conditioning: yes /) BRIEF DESCRIPTION OF WORK: LAu -w _çxl..i r Dr 'cct i)rnczc. 4° Addition/New: New SF and Use, ___New SF and Use, Deck SF, Patio Cover SF (not including flatwork) LI Tenant Improvement: SF, Existing Use Proposed Use SF, Existing Use Proposed Use Ej Pool/Spa: SF Additional Gas or Electrical Features? [1 Solar: KW, -Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No U Plumbing/Mechanical/Electrical Only: APPLICANT (PRIMARY) PROPERTY OWNER Name: c,...p4 2j, Jc€- Name: (2r, cog Address: 54,. f Address: ______ 6 J&it .'kO City: State:Zip: City: State: C4 Zip: Phone: erJlf?7'2 Phone: 3-5(o -C.oL1,00 Email: Tt-,)c Email: r +l. icy _Tc.rn DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name:ArA_SVy iux?i rIee' Address: 3U ( City:r _ State: CAZip: Phone: 14- Email: mp&ry'ecL.____ektr Architect State License: Name: Address: City: - State: Zip: Phone: Email: State License: Bus. License:________________ (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/she 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/she 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 {$5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@'carlsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. 0 I have and will maintain worker's 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 Company Name: Policy No. Expiration Date: C3 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 be come 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 $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: (OPTION 13): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). ias owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / 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): S. 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): OWNER SIGNATUR ITI.GENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there! a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: k) 1A Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT DATE: - - - 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingccarIsbadca.gov B-2 Page 2 Of 2 Rev. 06/18 Building Permit Inspection History Finaled (7city of Carlsbad Permit Type: BLDG-Commercial Application Date: 08/22/2019 Owner: D P CARLBAD MAGNIFICA INVESTORS LP 0 P AIRPORT HOSPITAL WAY INVESTORS LP C/O DECRON PROPERTIES CORP Work Class: Repair Issue Date: 10/24/2019 Subdivision: PARCEL MAP NO 13126 Status: Closed - Finaled Expiration Date: 04/21/2021 Address: 2320 VIA FRANCISCA IVR Number: 21254 CARLSBAD, CA 92008-6819 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 02/19/2020 02/19/2020 BLDG-14 119769-2020 Partial Pass Tony Alvarado Reinspection Incomplete FrameiSteel/Boltlng!We Iding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency February 19, 2020- post to beam framing Yes connections work-OK. Plywood deck nailing work approved. 04121/2020 04/21/2020 BLDG-18 Exterior 125145-2020 Passed Tony Alvarado Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency April 21, 2020 -exterior stucco lath paper Yes underneath entryway ceiling bridges to apartment complex scope of work-approved. 05/14/2020 05/14/2020 BLDG-Final Inspection 127514-2020 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Structural Final . Yes Thursday, May 14, 2020 Page 1 of I V/ EsGil A SAFEbuittCornpany DATE: 9/4/2019 0 APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0402 SET: I PROJECT ADDRESS: 2320 VIA FRANCESCA PROJECT NAME: REPAIR OF STAIRS, LANDINGS AND BRIDGES FOR DECRON PROP. I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's BUILDING codes. The plans transmitted herewith will substantially comply with the jurisdiction's BUILDING codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: L,--Date contacted: ¶Lf_1 Cj (byf Email: Mail TeleDhone Fax In Person REMARKS: 1) PLEASE HAVE THE ENGINEER OF WORK to CHANGE the CODE TO comply ' .-f with the 2016 California Building Code, which adopts the 2015 IBC, 2015 UMC, 2015 UPC and the 2014 NEC. 2) Please have the engineer of work to sign each sheet of the plans. - By: Bert Domingo Enclosures: EsGil 8/26/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 L CARLSBAD CBC20 19-0402 9/4/2019 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2019-0402 PREPARED BY: Bert Domingo DATE: 9/4/2019 BUILDING ADDRESS: 2320 VIA FRANCESCA BUILDING OCCUPANCY: R BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) CTY ESTIMATE 150,000 Air Conditioning Fire Sprinklers TOTAL VALUE 150000 Jurisdiction Code ICB IBY Ordinance 1997 UBC Building Permit Fee [vi 1997 UBC Plan Check Fee Iv I Type of Review: Complete Review fl Structural Only Repetitive Fee El Other Repeats El E Hourly Hr. @ I EsGII Fee Comments: In addition to the above fee, an additional fee of $ is due (_hour $/h)for the CaK3reenreview. Sheet of 1 jEvirOflfliefltaI Testing Associates July 31, 2018 The Reserve at Carlsbad do Decron ATTN: Terry Wilcox 6222 Wilshire Boulevard, Suite 400 Los Angeles, CA 90048 Via Email: Twilcox@decron.com OCT ''Eb 'Ou • 201g " op ON 1b/4, CI1fjL Q 40 LIMITED ASBESTOS SURVEY: 2262 Avenida Magnifica Building 9, Carlsbad, CA 92008 Dear Mr. Wilcox, At your request, Environmental Testing Associates (ETA) conducted bulk sampling of suspect asbestos containing materials (ACM) in the above referenced residential building structure. The samples were delivered under proper chain of custody to an accredited laboratory for analysis. The objective of the investigation was to determine the possible presence of asbestos within the identified damaged building materials at the subject property. 1.0 SAMPLING FOR ASBESTOS AND PLM ANALYSIS RESULTS ETA representative Mr. Kevin Riley, CAC 17-5871, NV-IJPM-1674 conducted the sampling activities. Mr. Riley is a State of California—DOSH-Certified Asbestos Consultant. Sampling of suspect-ACM was conducted on July 28, 2018, following the provisions of 40 CFR Part 763-86. ETA collected 21 bulk samples and delivered them to LA Testing Laboratory an accredited laboratory located in South Pasadena, California. Due to multiple layers a total of 34 suspect materials were analyzed by the lab. Analysis of suspect ACM samples for asbestos was performed per Appendix A, Subpart F, 40 CFR Part 763, Section 1, Polarized Light Microscopy, by LA Testing which is accredited by the National Voluntary Laboratory Accreditation Program for asbestos analysis of bulk samples using polarized light microscopy. Table 1.1 - Summary of Bulk Sampling for Asbestos (Collected: 07/28/2018) Sample ID No. Sample Description Asbestos Mineral Type & Percent A-I Drywall/Joint Compound 2" Floor-Unit K No Drywall Asbestos Detected Brown/White, Non-Fibrous, Homogeneous A-i a Drywall/Joint Compound 2" Floor-Unit K No Joint Asbestos Detected Compound White, Non-Fibrous, Homogeneous Rycorp, Incorporated, dba ENVIRONMENTAL TESTING ASSOCIATES 850 Hampshire Road, Suite G 700 S. Flower St., Suite 1500 Westlake Village, CA 91361 Los Angeles, CA 90017 Phone: 800-550-7806 www.etatesting.com Fax: 805-497-7477 MCROF11 014a Re: The Reserve at Carlsbad do Decron 2262 Avenida Magnifica Building 9, Carlsbad, CA 92008 Report Dated: July 31, 2018 Page 2 of 6 A-2 Drywall/Joint Compound 2" Floor-Unit L No Drywall Asbestos Detected Brown/White, Non-Fibrous, Homogeneous A-2a Drywall/Joint Compound 2"d Floor-Unit L No Joint Asbestos Detected Compound White, Non-Fibrous, Homogeneous A-3 Drywall/Joint Compound 2"" Floor-Unit M No Drywall Asbestos Detected Brown/White, Non-Fibrous, Homogeneous A-3a Drywall/Joint Compound 2nd Floor-Unit M No Joint Asbestos Detected Compound White, Non-Fibrous, Homogeneous A-4 Drywall/Joint Compound 2"" Floor-Unit N No Joint Asbestos Detected Compound White, Non-Fibrous, Homogeneous A-5 Drywall/Joint Compound 3" Floor-Unit U No Drywall Asbestos Detected Brown/White, Non-Fibrous, Homogeneous A-5a Drywall/Joint Compound 3"' Floor-Unit U No Joint Asbestos Detected Compound White, Non-Fibrous, Homogeneous A-6 Drywall/Joint Compound Yd Floor-Unit S No Drywall Asbestos Detected Brown/White, Non-Fibrous, Homogeneous A-6a Drywall/Joint Compound 3"' Floor-Unit S No Joint Asbestos Detected Compound White, Non-Fibrous, Homogeneous A-i Drywall/Joint Compound 3" Floor-Unit I No Drywall Asbestos Detected Brown/White, Non-Fibrous, Homogeneous Rycorp, Incorporated, dba ENVIRONMENTAL TESTING ASSOCIATES 850 Hampshire Road, Suite G 700 S. Flower St., Suite 1500 Westlake Village, CA 91361 Los Angeles, CA 90017 Phone: 800-550-7806 www.etatesting.com Fax: 805-497-7477 Re: The Reserve at Carlsbad do Decron 2262 Avenida Magnifica Building 9, Carlsbad, CA 92008 Report Dated: July 31, 2018 Page 3 of 6 A-la Drywall/Joint Compound Yd Floor-Unit I No Joint Asbestos Detected Compound White, Non-Fibrous, Homogeneous Acoustic Material 2nd Floor-Unit K No A-8 Asbestos Detected White, Non-Fibrous, Homogeneous Acoustic Material 2" Floor-Unit L No A-9 Asbestos Detected White, Non-Fibrous, Homogeneous Acoustic Material 2nd Floor-Unit M No A-10 Asbestos Detected White, Non-Fibrous, Homogeneous Acoustic Material 2d Floor-Unit N No A-il Asbestos Detected White, Non-Fibrous, Homogeneous Acoustic Material 2"" Floor-Unit U No A- 12 Asbestos Detected White, Non-Fibrous, Homogeneous Acoustic Material 3d Floor-Unit S No A-13 Asbestos Detected White, Non-Fibrous, Homogeneous Acoustic Material Yd Floor-Unit T No A-14 Asbestos Detected White, Non-Fibrous, Homogeneous A-15 Exterior Stucco 211d Floor-Exterior No Base Coat Asbestos Detected Gray, Non-Fibrous, Homogeneous A-16 Exterior Stucco 2"d Floor-Exterior No Finish Coat Asbestos Detected Brown/White, Non-Fibrous, Homogeneous Rycorp, Incorporated, dba ENVIRONMENTAL TESTING ASSOCIATES 850 Hampshire Road, Suite G 700 S. Flower St., Suite 1500 Westlake Village, CA 91361 Los Angeles, CA 90017 Phone: 800-550-7806 www.etatesting.com Fax: 805-497-7477 Re: The Reserve at Carlsbad do Decron 2262 Avenida Magnifica Building 9, Carlsbad, CA 92008 Report Dated: July 31, 2018 Page 4 of 6 A-1 6a Exterior Stucco 2" Floor-Exterior No Base Coat Asbestos Detected Gray, Non-Fibrous, Homogeneous A- 17 Exterior Stucco 2"d Floor-Exterior No Finish Coat Asbestos Detected White, Non-Fibrous, Homogeneous A-1 7a Exterior Stucco 211d Floor-Exterior No Base Coat Asbestos Detected Gray, Non-Fibrous, Homogeneous A-1 7b Exterior Stucco 2"" Floor-Exterior No Base Coat Asbestos Detected Gray, Non-Fibrous, Homogeneous A-18 Exterior Stucco 2nd Floor-Exterior No Finish Coat Asbestos Detected Brown/White, Non-Fibrous, Homogeneous A-18a Exterior Stucco 2nd Floor-Exterior No Base Coat Asbestos Detected Gray, Non-Fibrous, Homogeneous A-I9 Exterior Stucco Floor-Exterior No Finish Coat Asbestos Detected Brown/White, Non-Fibrous, Homogeneous A- 19a Exterior Stucco Floor-Exterior No Base Coat Asbestos Detected Gray, Non-Fibrous, Homogeneous A-20 Exterior Stucco Yd Floor-Exterior No Finish Coat Asbestos Detected White, Non-Fibrous, Homogeneous A-20a Exterior Stucco Yd Floor-Exterior No Base Coat Asbestos Detected White, Non-Fibrous, Homogeneous Rycorp, Incorporated, dba ENVIRONMENTAL TESTING ASSOCIATES 850 Hampshire Road, Suite G 700 S. Flower St., Suite 1500 Westlake Village, CA 91361 Los Angeles, CA 90017 Phone: 800-550-7806 www.etatesting.com Fax: 805-497-7477 Re: The Reserve at Carlsbad do Decron 2262 Avenida Magnifica Building 9, Carlsbad, CA 92008 Report Dated: July 31, 2018 Page 5 of 6 A-21 Exterior Stucco Yd Floor-Exterior No Finish Coat Asbestos Detected White, Non-Fibrous, Homogeneous A-21a Exterior Stucco 3rd Floor-Exterior No Base Coat Asbestos Detected Gray, Non-Fibrous, Homogeneous Sec Attached "Polarized Microscopy Asbestos Analysis Report" and associated chain of custody document for additional detail regarding location of samples (Appendix A). Based on the analytical results (above) 1% or greater of asbestos was not detected in the samples collected as listed in the locations as shown above. The removal of these materials tested is not regulated as ACM in the State of California. 2.0 RECOMMENDATIONS Due to the findings, removal of these items isnot required to be performed by a California-licensed and registered asbestos abatement contractor. This report should be kept as part of the permanent archive of the subject property. If you have any questions or comments concerning this information or this report, please contact our office. Yours very truly, ENVIRONMENTAL TESTING ASSOCIATES, Kevin R. Riley, Certified Asbestos Consultant (17-5871) NIOSH 582 Certification # 120400LA-06 NV-IJPM- 1674 Attachments: Laboratory analytical results data sheet. Rycorp, Incorporated, dba ENVIRONMENTAL TESTING ASSOCIATES 850 Hampshire Road, Suite G 700 S. Flower St., Suite 1500 Westlake Village, CA 91361 Los Angeles, CA 90017 Phone: 800-550-7806 www.etatesting.com Fax: 805-497-7477 Re: The Reserve at Carlsbad do Decron 2262 Avenida Magnifica Building 9, Carlsbad, CA 92008 Report Dated: July 31, 2018 Page 6 of 6 APPENDIX A ANALYTICAL DATA Rycorp, Incorporated, dba ENVIRONMENTAL TESTING ASSOCIATES 850 Hampshire Road, Suite G 700 S. Flower St., Suite 1500 Westlake Village, CA 91361 Los Angeles, CA 90017 Phone: 800-550-7806 www.etatesting.com Fax: 805-497-7477 A LA Testing j 520 Mission Street South Pasadena, CA 91030 TESTING Tel/Fax: (323) 254-9960 (323) 254-9982 http://www.LATesting.com /pasadenalab@iatesting.com Attention: Kevin Riley Environmental Testing Associates 850 Hampshire Rd Suite G LA Testing Order: 321817175 Customer ID: 32ETAS62 Customer P0: Project ID: Phone: (818) 652-3169 Fax: (805) 497-7477 Received Date: 07/28/2018 2:10 PM Analysis Date: 07/28/2018 Westlake Village, CA 91361 Collected Date: 07/28/2018 Project: The Reserve At Carlsbad-2262 Avenida Magnifica, Carlsbad, CA 92008 Building 9- Terry Wilcox, DECRON Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type 9A-1-Drywall 3rd Floor-K - Drywall/ Brown/White 20% Cellulose 80% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-0001 Homogeneous 9A-1-Joint Compound 3rd Floor-K - Drywall! White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-000IA Homogeneous 9A-2-Drywall 3rd Floor-L - Drywall! Brown/White 20% Cellulose 80% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-0002 Homogeneous 9A-2-Joint Compound 3rd Floor-L - Drywall! White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-0002A Homogeneous 9A-3-Drywall 3rd Floor-M - Drywall! Brown/White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175.0003 Homogeneous 9A-3-Joint Compound 3rd Floor-M - Drywall! White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175 -0003A Homogeneous 9A-4-Joint Compound 3rd Floor-N - Drywall! White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-0004 Homogeneous No OW present for analysis 9A-5-Drywall 3rd Floor-U - Drywall! Brown/White 15% Ca Carbonate None Detected JC Non-Fibrous 85% Non-fibrous (Other) 3218171754005 Homogeneous 9A-5-Joint Compound 3rd Floor-U - Drywall! White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-00054 Homogeneous 9A-6-Drywall 3rd Floor-S - Drywall! Brown/White 15% Cellulose 85% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175.0008 Homogeneous 9A-6-Joint Compound 3rd Floor-S - Drywall! White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-0006A Homogeneous 9A-7-Drywall 3rd Floor-T - Drywall! Brown/White 15% Cellulose 85% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175-0007 Homogeneous 9A-7-Joint Compound 3rd Floor-I - Drywall! White 100% Non-fibrous (Other) None Detected JC Non-Fibrous 321817175.0007A Homogeneous 9A-8 2ND Floor-K - White 100% Non-fibrous (Other) None Detected Acoustic Materials Non-Fibrous 321817175-0008 Homogeneous 9A-9 2ND Floor-1. - White 100% Non-fibrous (Other) None Detected Acoustic Materials Non-Fibrous 3218171754009 Homogeneous 9A-10 2ND Floor-M - White 100% Non-fibrous (Other) None Detected Acoustic Materials Non-Fibrous 321817175-0010 Homogeneous [Initial report from: 07!28!2018 15:32:39 ASB_PLM_0008_0001 - 1.78 Printed: 7/28/2018 3:37 PM Page 1 of 3 LA 1 LA Testing Order: 321817175 Mission Street South Pasadena, CA 91030 I Customer ID: 32ETAS62 esLungpjAA520 Customer P0: TESTUVG Tel/Fax: (323) 254-9960 /(323) 254-9982 httpi/www.LATesting.com !pasadenalablatesting.com Project ID Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/1 16 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type 9A-11 2ND Floor-N - White 100% Non-fibrous (Other) None Detected Acoustic Materials Non-Fibrous 3218171754011 Homogeneous 9A-12 2ND Floor-U - White 100% Non-fibrous (Other) None Detected Acoustic Materials Non-Fibrous 321817175-0012 Homogeneous 9A-13 3rd Floor-S - Acoustic White 100% Non-fibrous (Other) None Detected Materials Non-Fibrous 321817175-0013 Homogeneous 9A-14 3rd Floor-T - Acoustic White 100% Non-fibrous (Other) None Detected Materials Non-Fibrous 321817175.0014 Homogeneous 9A-15-Base Coat Ext 2nd Fl - Stucco! Gray 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0015 Homogeneous No Finish Coat present for analysis 9A-16-Finish Coat Ext 2nd Fl - Stucco! Brown/White 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0016 Homogeneous 9A-16-Base Coat Ext 2nd Fl - Stucco! Gray 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0016A Homogeneous 9A-17-Finish Coat Ext 2nd Fl - Stucco! White 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0017 Homogeneous 9A-17-Base Coat Ext 2nd Fl - Stucco! Gray 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0017A Homogeneous 9A-17-Base Coat Ext 2nd Fl - Stucco! Gray 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-00178 Homogeneous 9A-18-Finish Coat Ext 2nd Fl - Stucco! Brown/White 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0018 Homogeneous 9A-18-Base Coat Ext 2nd Fl - Stucco! Gray 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-OOIOA Homogeneous 9A-19-Finish Coat Ext 2nd Fl - Stucco! BrownfWhite 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0019 Homogeneous 9A-19-Base Coat Ext 2nd Fl - Stucco! Gray 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0019A Homogeneous 9A-20-Finish Coat Ext 3rd Fl - Stucco! White 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0020 Homogeneous 9A-20-Base Coat Ext 3rd Fl - Stucco! White 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321617175-0020A Homogeneous 9A-21-Finish Coat Ext 3rd Fl - Stucco! White 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175.0021 Homogeneous 9A-21-Base Coat Ext 3rd Fl - Stucco! Gray 100% Non-fibrous (Other) None Detected Ext Non-Fibrous 321817175-0021A Homogeneous [Initial report from: 07!28!2018 15:32:39 ASB_PLM_00080001 - 1.78 Printed: 7/28/2018 3:37 PM Page 2 of 3 A LA Testing 520 Mission Street South Pasadena, CA 91030 TESTING Tel/Fax: (323) 254-9960 /(323) 254-9982 http://www.LATesting.com / pasadenalab@latesting.com r LA Testing Order: 321817175 I Customer ID: 32ETAS62 I Customer P0: Project ID: Analyst(s) Guillermo Hernandez (19) Jerry Drapala Ph.D, Laboratory Manager Nahid Motamedi (15) or Other Approved Signatory EMSL maintains liability limited to cost of analysis. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 6001M4-82-020 interim Method), but augmented with procedures outlined In the 1993 ('final") version of the method. This report relates only to the samples reported above, and may not be reproduced, except In full, without wntten approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. All samples received in acceptable condition unless otherwise noted. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. EMSL recommends gravimetric reduction for all non-friable organically bound materials prior to analysis. Estimation of uncertainty is available on request. Samples analyzed by LA Testing South Pasadena, CA NVLAP Lab Code 200232-0, CA ELAP 2283 Initial report from: 07/28/2018 15:32:39 ASB_PLM_0008_0001 - 1.78 Printed: 7/28/2018 3:37 PM Page 3 of 3 #321817175 JiroirnentaI CHAIN OF CUSTODY L.A. TESTING Testing Associates 520 Mission Street, South Pasadena, CA Phone: 800.303.0047 Fax: 323.254.9982 850 Hampshire Road Suite G, Westlake Village, CA 91361 Phone: 805.497.7499 Fax: 805.497.7477 Project Name: The Reserve at Carlsbad Inspector: Kevin Riley Date 07/28/2018 Project Address: 2262 Avenida Magnifica, Carlsbad, CA 92008 Building 9 Client Name: Terry Wilcox, DECRON Contact # (949) 337-3002 Ptmi 11 IC 1 ii ev(ethtesti nc nm- iWeherI)etatesti ncom AHamel(etatestin.com Sample # Sample Description - Type Volume Code Comments H/T /,1 ,' >3W fi C)A3 Al _,- - / Relinquished by: DATE: -7- " - TIME: t'.s,z-.-' LA Testing Order No. Sample(s) received in good condition? (Y) (N) Received by: cYricctsçgi) DATE: 1i_1I,y'TIME: 2. ° Discernable field blank submitted? (V) (N) ASBESTOS: STOFI'LJ Requested Analysis Circle one: 6 Hour Page / of --7 9-I 0 0) 01 (1 04 #321817175 Environmental Testing Associates 850 Hampshire Road Suite G, Westlake Village, CA 91361 CHAIN OF CUSTODY L.A. TESTING 520 Mission Street, South Pasadena, CA Phone: 800.303.0047 Fax: 323.254.9982 Phone: 805.497.7499 Fax: 805.497.7477 Project Name: The Reserve at Carlsbad Inspector: Kevin Riley Date 07/28/2018 Project Address: 2262 Avenida Magnifica, Carlsbad, CA 92008 Building 9 Client Name: Terry Wilcox, DECRON Contact # (949) 337-3002 Email: KRilev(etatestin.com. JWeberetatestin corn - A I-1m el )etitpqtin a etnrn Sample # Sample Description Type Volume Code Comments HIT Ile C9 /I L 1, A - I-I - S Relinquished by: DATE: 7- -' TIME: f',4, I LA Testing Order No. Sample(s) received in good condition? (Y) (N) Received by: DATE: TIME: J Discernable field blank submitted? (Y) (N) ASBESTOS.-Si M0119MOVE Requested Analysis Circle one: ( Page A of rn 14 a) 0 1.1 0 4vironrnentai3z Testing Associates IIAIN OF CUSTODY L.A. TESTING 520 Mission Street, South Pasadena, CA Phone: 800.303.0047 Fax: 323.254.9982 850 Hampshire Road Suite G, Westlake Village, CA 91361 Phone: 805.497.7499 Fax: 805.497.7477 Project Name: The Reserve at Carlsbad Inspector: Kevin Riley Date 07/28/2018 Project Address: 2262 Avenida Magnifica, Carlsbad, CA 92008 Building 9 Client Name: Terry Wilcox, DECRON Contact # (949) 337-3002 Pml 1(Pi1uItQtc!tr%rr ,'rm TW1rt - - - - -- Sample # - . ---, - .. - -- Sample Description Type Volume Code Comments HIT 9' A. / ç c 4 (k.. '1 ZW 1-7 9 4_-i 1C C - - __________ LA Testing Order No. Received by: DATE: TIME: Sample(s) received in good condition? (V) (N) ASBESTOS: STOP FIRST POSITIVE Discernable field blank submitted? (Y) (N) .j Requested Analysis Circle one: 6 Hour Page of Relinquished by: __ DATE_21-1 ;6 TIME: ''- (V) State of California \ Division of Occupational Safety and Health Certified AsbeStOs Consultant Kevin R ANO This ce 1101 itS sued jiS:thsivlslon of OccupaLuoj Sjptv egid IaIIh a(aulhorized by Sections and Professions Code. SAN DIEGO REGIONAL HAZARDOUS MATERIALSCCC QUESTIONNAIRE - Business Name Business Contact e secU ak Cce.c b 4(A) Project Address VAC Z S C C' ez"Cq Mailing Address <5 it City RECORD ID # PLAN CHECK U OFFICE USE ONLY UP 3001. I - nMJUWJU IWA i IiIL uivraluN: Ut.(U?AN(Y (1. ndicate by circling the item, whether your business will use, process, or store any must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides S. 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 15. None of These. Flammable Solids S. Unstable Reactives 12. Radloactives any are Call (858) 505.6700 prior to the Issuance of a building permit FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: YES NO (fOr new construction or remodeling projects) 0 13 Is your business listed on the reverse side of this form? (check all that apply). 0 Cl Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 0' Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons. 500 pounds and/or 200 cubic feet? 0 13' Will your business store or handle carcinogens/reproductive toxins in any quantity? 0 12' Will your business use an existing or install an underground storage tank? 0 D' Will your business store or handle Regulated Substances (CatARP)? 0 12'' Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). If the answer to any I Diego, CA 92123. CalARP Exempt I Date Initials CaLCiRP Required / Date Initials CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcompsdcounty.ca.pov (858) 586-2650). rNo stamp required if Qi Yes and 03 Yes g 04-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project f'Excludes garages & small outbuildings.] YES NO 9 0 Will the project disturb 160 square feet or more of existing building materials? 21 0 Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 13' 0 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillatice Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdaocd.orcllinfolfactsloerrnits.Ddf) for typical equipment requiring an APCD permit 0 9' (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school Briefly describe business activities: Briefly describe proposed project: Lb 14 under to the best of my knowledge and true and correct. - Agent Slana / Name of Owneclor Authorized er or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATiON:_______________________________________________________________ BY: DATE: I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PEDNfl BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO*APCD COUNTY.HMD APCD COUNTY.HMD APCD A stamp in mis box oniv exempts businesses from completing or updating a hazardous Materials euslness Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diecio - DEH - Hazardous Materials Division Street Add res Email Address INGM INDUSTRIAL WASTEWATER DISCHARGE PERMIT WMMIAM SCREENING SURVEY Date__________ Business Name :0X 3O(kb& PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE 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 I 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 Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching / Milling Research and Development Film IX-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap I Detergent Manufacturing Industrial Laundry Waste Treatment! Storage SIC Code(s) (if known): Brief descrip.tion of business activities (Production I Manufacturing Operations):_______________ m L k \. r+rre of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal I day): &) List A— List hazardous wastes generated (type / volume): ('J I A Date operation began/or will begin at this location: Have you appl' d for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contact ('C 1)..) (t. Title VC PkeCX ( Phone No. 49- W3 o0 2- ENCINA WASTEWATERAUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760) 438-3941 FAX: (760) 476-9852 ('7C ity of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. .4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. .4 Details on CAP ordinance requirements are available on the city's website. Application Information Project Name/Building Permit No.: Property Address/APN: ' an BP No.: Ct3CX?1'l ci'J 0 v- Applicant Name/Co.: Applicant Address: CA c?0 c) Contact Phone: - Contact Email: Contact information of person completing this checklist (if different than above): Name: Contact Phone: g4c.-1 Company name/address: Contact Email:4wi L" c.2rp Applicant Signature: Date: - - - B-50 Page 1 of 3 Revised 04/19 .City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ I5DI OOO ' 00 Construction Type Complete Section(s) Residential 0 New construction 1A Alterations: 'exemot BPV 2160,000 1A 1-2 family dwellings and townhouses with attached garages O Electrical service panel upgrade 1A only Multi-family dwellings only where interior finishes are removed BPV ~: $200,000 1A and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed El Nonresidential 0 New construction 113 and 2 0 Alterations 1. Electric Vehicle Charging A LI Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculations: Total EVSE spaces =10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.') *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~! $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. D Nonresidential new construction (includes hotels/motels) 0 Exception:_____________________________________ Total Parking Spaces Proposed I EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 0 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 4/12/2019 2 City çf Carlsbad Climate Action Plan Consistency Checklist 2. 0 Transportation Demand Management (TDM) List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee ADT/1 ,000 square feet is selected from the table below. Use GFA Employee ADT for first 1,000 S.F. Employee ADT for each subsequent 1,000 S.F. Total Employee ADT Total If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required. TOM plan required: Yes 0 No 0 Employee ADT Estimation for Various Commercial Uses ADTforfirst • Office (all)2 20 20 Restaurant 11 11 Retai13 8 4.5 Industrial 4 3.5 Manufacturing - 4 3 Warehousing 4 1 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, 10Edition 2 For all office uses, use SANDAG rate of 20 ADTII 1000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf1 1000 x 20 = 409 Employee ADT Retail: 9,334 sf First 1,000 sf= 8ADT 9,334 sf - 1,000 sf = 8,334 sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Updated 4/12/2019 3 REFERENCE NORTH IS ENLARGED SITE AND SCOPE OF WORK MAP 111 0 SHEET INDE STRUCTURAL: I CBC20I9-0402 0500 STRUCTURAL COVEF THE RESERVE 5501 GENERAL NOTES APARTMENTS: (BLDG 15) 0002 GENERAL NOTES 51.01 TYPICAL CONCRETE Sill TYPICALW000DETI SLID TYPICAL W000ORTI 1672504400 not BLULOING#14-FOUY not SECTIONS AND DETA 2320 VIA FRANCISCA SCOPE OF 1 10/24/2019 EAST AND NEST SUE STAIRS SET DEMOLISH ENSTINGISOOOFRAMb.......... - - - - INSTALL NEWSTEEL STAIRS IMTh CONCRETE INPIU.EOPHNS S SECOND FLOCRWAU(WAYBHIDGE DEMOLISH OUSTING FRASIINGA SHEATHING DUE TO MOISTURE DAMAGE AND IMINSTALL IDENTICAL (LIKE-FOR LIKE) FRAMING. SHEATHING AND CONSULTANT D E C R 0 NJ. GUARDRAILS FOUNDATION REPAIR ETSST1NO CONCRETE COLUMN BASS AMID CONCRETE PEDESTALS . IS. ê'0p S • . • S LEGAL DESCRIPTION: • S. • S S 55 PARCEL IOF PARCEL MPNaISIDAIN THE CITY OFCARLASHD, COUNTY DF SAN GEGO. STATE OFCAUFDSNIRACCOROINGTO MAP THEREOF FIIEDINTIIE OFFICE OFTHE S... S • • • • • • •• • •• •• COUNTY RECORDER OF SAN OIEGOCOIJNTY, FEBRUARY N, 1914 AS FILE NO. 84,141021 OF OFFICIAL RECORDS ASCORRECTRERTSACATEOFcORRECTWNREcOROESMNRcHcity N •A:;iS.. • ) tba.d NO. IN9SSl43l44. OFFICIAL RECORDS ...... Build rg Divisidn.. . . .... 4 0 24 2019 APPROVED BY: --- A- A, ISSUED BY: - - r-----_.-. BUILDING 15 REFERENCE DOESSITATS NORTH SITE MAP C5&000l40t4E W. OATS UI5MtlO1A JON Ct 57.GUJD COC NOOSE ON 000w,dSv OR TO 7R-*IECT TITLE The Reserve at Carlsbad Stair and Bridge Repair Building #15 SIEET TITLE Structural Cover Sheet SIEETIVIBER so.00 FEnglekirk 519U010951 ENGINEERS 3621 fiSIbol Boulevotd Suite 125 5gg(g 1mg, CA 92704 714.557.8551 T 714357.8551 F www.englekirk.com ooceularonr DE Sir CRciN. S S . . S . S • S •5 • • S . S • •S S... S • S S S S S. S S. •• ees,aroS S.. • • Agoessiso . . S ..S .. A A • A . S S A S... A A A A A A A A A narc n,.ars,mnrs Joe no: rl.awls 000 rocac 0 encwuen an UH PIT re" le PROIECT TITLE The Reserve at Carlsbad Stair and Bridge Repair Building #15 -EI TITLE General Notes S..... S S .. S. ...... . S S • SS•S S 5•S• 5S•• S .. S 5••• .. SS•SS S .... ROUGH CARPENTRY Preside WCLIB or WWPA grade marked Doug= fit Structure! lumber. Prenide air dry lumber with C 19% maximum meisrure content. Moisture corrterrt may be measured just prier to placement in structure. Preside structural Iarnker of the following dassillealiers and grades unless naiad otherwise: MEMBER SIZE CLASSIFICATION GRADE Rafters and jarats larger than 254 T1e4thk.;2' and widely NeZ 254 joists and rafters 3" to Wthk.;T and wider Standard as beams, headers and stringers 3"te4tIrk7andwidor Ne,1 Beam, headers and stringers larger than rim beams and stringers N. I as posts Tta415K;T and wider Ne.1 Pasta larger than an pasta and timbers Na. I trlall stud and plates 4wide Neil 6'wide Ne2 Blocking Stud Grade Preside plywood complying with DOC PSI and dassifedas Eupenure 1. Each chest at plyweed shaft be iderdjoed with epyaepnale trademark at the American Plywood AmerietieD 4, EViP Warranty Compliance Specification; All Engirreered%kuad Products (E05P) such as l.gsstn, lanrinated strand lumber, laminated veneer lumber. and parallel strand lumber shall be presided by me manufacturer with approved ICC evaluation report (or City at Los Angeles Research Report whole accepted Wang at EVQP manufacturers is net permitted unless the contractor otsairia the written approval tram the manufacturers for the mixing at EWP prier to installation. S. Treat structural lumber bearing on concrete or masonry with preserealive complying with CBC 23011.8 Preside fire-treated lumber complying with CRC 2303.2 where indicated an the architectural plarrs. Preside hat dipped Galvanized hardware per ASTM A153, stainless steel fasteners and hardware connecters per ASTM A123 at preservative treated and fire treated structural lumber at where indicated an plans. Exception: Per CBC 2013,2304.9.5.1, plain carbon steel tasterrersin SBXIDOT and zinc berate preservatino-treated weed in an iuterier, dry environment Shag be permitted. S. All nails, anlesu indicated otherwise, are cameron nails with dimerrsional praperdes complying with riP & PA 900 Tale 14 and ASTM P1667. Install nails in compliance with CRC Chapter 23, including Table 2304.9.1. Preside weed hardware contractors as manufactured by Simpson Strong-Tie Company, Inc. complying with ICC-ES Evaluation Report Net.: ESR 1622, ESR 2105. ESR 3239. ESR 2335. ESR 2549, ESR 2551 ESR 2553, ESR 2555, ESR 2804, ESR 2613, ESR 2816, EON 2330 ESR 3050 Do net cm er reach structural lumber unless specifically detailed or indicated Preside holes tar halts 1137 to 1116" larger than nerrrinal bslt,dtameter. Preside d307 belts, unless naiad otherwise, with elandard cut washer under belt head and nut Preside standard washers under heath art lag screws. Religlrten bolts prier to application a, sheathing, plaster. etc. Preside lateral support tar beams, tatters and joists as stiymdaled in CBC 2308.6.5. 13. Waodstude: Top plate at stud walls shall be 2 pieces same width as studs. Spore as indicated Preside stud wall bracing in csrnpliance with CBC 2303.8,3 in stud wets net plywood sheathed. Previde tire blacks is compliance with CRC 718. Netct. or bore hales in wood studs in compliance with CRC 2308.9. 10 and 2303.9.11. Preside double juisto under partitions which are parallel to joists and preside solid tuft depth blocking under partitions which are perpendicular to joists. Da not suspend ceilings, soffils, sprinklers. piping, mechanical ducts, nor any ether element from 204 reof training unless specifically detailed. Mechanically driven nails used in wood structural panel shear walls shut erect the same dimensions as that required for hand,diiven nets, iedsdteg diameter. mir4nruwlerrgth, and minimum head diameter. No dipped header bun nets permitted In new construction. GLUED.1A1,IINATED LUMBER Preside V.CUB or WNPA Dangles hr structural lumber. Fabricate glaed-lanrineted lumber in compliance with ANSlI.4tTC A195.1 and ASTM 03737. Deed laminetiens together with wet use (waterproof)adhesives in compliance EASTASTM 02559. Preside presennafiee treated structural gfued4anrinated lumber in compliance with Rough Carpentry Section. Preside glued.larrdnated lumber at industrial appearance grade S. Preside glued-laminated members complying with the fdlowrng combination cymbals: 2'llZ"Pudins 24F-VS 3-11W Pull' 22F-V4 Simple Span Beunrs 24F-V4 Cantilener Beams 24F-V8 Truss Members and Pasts (dense Dangles fit, Combination 3 8. Submit shop drawings and cnrt4icatea of compliance for each member in compliance with applicable cede Is Architect (Structural Engineer) tar review and Governing Cede Authority tan approval. Indicate osehsp drawings speaen of lumber, appearance grade, typo of glue. combination cymbals, dry en wet condition of use, cambers, pressure treatment (it required), grade at tension of cewpressianlanrirrailens in 201(4-8) and 2210-10) members and slspe Of grain in laminationsin SUN tension GENERAL NOTES FOUNDAtIONS 1. Foundation design is based on a boating capacity of 2000 Pat with a 33% increase for seismic or wind leadrrg. 2. Design lateral beating pressure in 150 patiO with a 33% increase for seismic or wind lauding and a 200% increase for isolated pole type testings. 3 Design coefficient at friction is 0,25 with a 33% increase for seismic or wind loading. Found (outings a minimum of 13-n below adjacent undisturbed grade en tirrish tom, wfriclrever is lower. Found tastings and building slub.arr-gtade on compacted Oil per CBC 1804.5 or undisturbed natural grade as listed in CBC Tale 1805.2. Foundation encanaliarrs are to be observed by and acceptable tea Building dual at his representative prier is placement 51(41, rrinlardng steal. or csncreto. Perform tilling. buoldilhing, compaction, are. cenrplyieg with CRC 1804.3 and 1654.5. REINFORCING STEEL 1, Preside reinforcing steal and reinforcing sled to be welded complying with ASTM A708, Grade 60 steal. Reinforcing at foundation, suspended slab, slab on grade, and all ties may be ASTM A815, Grade 60 unless noted otherwise per plans. ASTM A61 5, Grade 60 reinforcing may be used in Sea at ASTM A706 reinforcing as permitted by Ad 316. unless naiad atherwise. 2. Splice reinlerrieg steel where indicated. It splice locations are not specifically chaser or indicated, verify splice locations with rirddtect (Structural Engineer) prier to deuelopng reinforcing steal shop drawings. 3. Lap rdrrfordeg steal at splices to tengltrs indicated 4. terrimum dear distances between reinforcing steal, including spliced reinforcing steel. shut he 1" or bar diameter, whichever is greater. S. Meimum concrete coverage: maintain the hallowing minimum dear distances between reinforcing steel and taco at concrete ardess noted otherwise: daho an grade Icoetor of slab) concrete below grade, loaned 2 concrete balms grade. unformed 3" S. Chaim or spacers for reinforcing shut be plastic or plastic coatedwhen resting on exposed surtaces. 7. Provide dowels matching vertical reinforcing size and sparing, unless naiad otherwise. S. Weld reinforcing steel complying with AViS 01.4. It welding of reinforcing steal ether than A708 is desired, submit proposed procedure, indicating contunnancete cede and requirements of Governing Code Authority. to Architect (Structural Engineer) for acceptance and to Governing Code Authority for approval prior to eoecutiorr. Welders shall be cerfltnd us required by Governing Cede Authority. Bend reinforcing steel cold unless etlrerraine accepted by Architect (Structural Engineer). Preside special inspection 01 all cold beet reinfarring. Securely lie anchor balls, reinforcing deal, inserts, etc., in place prior he pouring concrete or groat. CAST-IN-PLACE CONCRETE All concrete warble conform to CRC Chapter 19. Preside normal weight aggregates at natural sand and rock complying With ASTM C33 (aggregate size). Preside Portland Cement conforming to ASTM CI 50, Type uN. Preside nuesel weight concrete (145 pd) attairring a erirtimum campressise strength at 2500 pal at 36 days unless noted otherwise. S. Submit concrete design mix data for each type and compressive strength at concrete required signed by and bearing the seal of registered did engineer in state to Architect ltttroctural Engineer). Base design win on geld experience or trial mieturas, or both, as stipulated in AD 316 Section 5.1 S. Sabrnit shop drawings to Architect (Structural Engineer) indicating locations of concrete construction joists for review prior to pladng concrete. locale joints at locutions to erinrnrize enacts of shrinkage as well as being placed at prints of low stress and shall conform to ACI 318, Section 6.4. 7, Rump not to exceed 4 (nb 1) inches. For slab on grade. walls, stub an Trend deck and suspended aluba, slump nails exceed 6" I0". -VI inches. S. Do not use concrete or grout containing chlorides. Do not embed conduits. pipes. or sleeves in structural concrete, including slabs an metal deck, wrccyt where specifically detailed or accepted by ArcIrtint lSlructural Engineer). Locate Electrical conduit 3" apart mirrimum and within middle thud of member. Form esposed corners of columns, beams, walls, etc., with 314 inch chamters unless detailed otherwise. Provide keys in construction jolrrts unless detailed ethereese. Thoroughly dean, remove taitence and thoroughly wet and remove standing water in construckon joints before plating new concrete. Roughen concrete surface to a hat amplitude 011116 inch where masonry waifs intersect concrete. Roughen crusting concrete surface to a tall amplitude 011118 inch where existing concrete abuts new concrete. 14 Perform concrete math in compliance with ACI 301. IS. Maintain concrete above 50 degrees Fahrenheit and in a wrist condition for a minimum of 7 days after placement unless otherwise accepted by Architect (Structural Engineer). IS. Atl topping slabs to receive 6u 8.W2.gxW2.8 welded wire fabric unless noted otherwise. Place tabricin center of slab or a nrarimuw 01 F dear from the lop of concrete, whichever is less. 17. Rub on grade is not designed as a structured diaphragm. IS, The design at the larnrworh, shores and re.shorns shut be the resperrsdelrly of the contractor. Construction brad allowance is not indudedie the slab design. Tmnring for the removal at the tonnworhlor the slab shut bathe responsibility of the contractor. However, inns case shut the totrrmwork be stripped before the concrete reaches 75% of its speeded 28-day compressive strength and 75% or its corresponding 28-day modulus of alastirily (E) of the concrete of that slab (where En 570 square real at the speeded rotor normal weight concrete). Re.vhores cannot be completely removed before concrele readies its specified strength at 26 days. GENERAL Perform construction and wnrhmanshipin compliance with contract docuwents and 2016 California Building Code ICBCI. Building Risk Category per Tale 1604.5 of CBC is II. Governing Cede Authority: City at Carlsbad Department or Building and Surety. Design Criteria: Flow Line Loads: Typical Residential = 40 pot (Reducible) Typical Pubic Space = lOS pet (Non reducible) Rout Live Loads = 20 pot (Reducible) Mid Design Data: Basic flMnd Speed = llGraph Risk Category: II Mid Exposure = B Design Velocity Pressure qh = 37.3 pef per ASCE 7-10 Eq 30.3-1 assuming mean rool height IT =33 S Earthquake Design Data Risk Category: II Seismic Importance Factor =1.0 Mapped Spectral Acceleration Ss = 1.1119 El 0.4209 Site Class no Spectral Response Caetitrientu S_DO 0.7829 S_01 0.449g Enismic Design Category =0 Superstructure Not Applicable for Scope of Work Structural drawings, aspen of contract documents, indicate information sufficient to convey design intent. II errors. incorrsistendes or emissions are di cowered. promptly notify Architect (StructureErrelneerl before proceeding with wOrlL Existing structural drawings for the"Puebla On Orti" project, prepared by Dennis Bands, AIR, dated 9.6.63, including at addenda and revisions. are apes 01 these contract documents. When performing work, Including shop drawing development, consider requirements of contract decoments in their entirety, (e.g, size and touailon at openings, penetrations and ewbodmeet for ducts, piping, nents, conduits, etc.). Details and schedules indicated as 'tyracar may not be specifically relerenced on drawings. Determine where each typical detail or schedule applies before proceeding with worts. It conditions are hosed which are not specifically detailed, and no typical detail or Schedule applies, promptly notify Architect (Structural Engineer). S. Conditions; shown as existing are hosed an information provided to Structural Engineer when drawings were prepared Nowananty is implied as to accuracy of these existing conditions. S. Verity field measurement and cenditians with contract decomerntu. errors, incensisleedes .' .minims we discovered, promptly Treaty Architect (Structural Engineer) before proceeding with marIa IS. Contract documents represent the finished structure. Unless otherwise shown, they do not indicate method at construction. Provide construction means, methods, techniques. sequences and procedures as required Preside adequate escunation procedures, sharing, tearing and ereiden procedures complying with national. stale and local cutely ordinances. It. Observation visits to site by geld represerrtatmves of Architect (Structural Engineer) do not include review of construction means and methods on spatial and continuous inspections. Observation are solely hen the purpose at determining it Contractor understands design intent conveyed is contract documents. Observations do not guarantee Contractarb performance and are not lobe construed as supervision or inspection of canutrumian. 12. Modifications en substitution may be considered provided awAli-request. subject to review, is submitted to Architect (Structural Engineer) prior tails use, ieslallation is the geld, or inclusion an any shop drawing. Casts assariated with review, approval and installation shall be borne by Contractor. 13. Shopdrswingsubrrnittots: & Contractor shat review for completeness and compliance with contract documents and stamp shop drawings documenting this review prior he submission, Submit shop drawings to Architect (Structural Engineer) for review. Do not conunence fabrication until review process is completed When an engineer is required 10 sign and stamp shop drawings and calculations, the said shut indicate that the Engineer is registered where project eocurs. Shop drawings are not a pail of contract documents, and review is for general conforwaece with design intent only. Architect's (Structaret Engineers) review does not constitute an authorization to deviate tram the contract or the building code. Shop drawings will be rejected to incompleteness, lock of coordination with other portions of contract documents, lack at calculations (it required), or where modifications or srababttations ore indicated without prior review. Submit shop drawings and calculations In Governing Cede Authority when nyosilcally indicated or requested. Maintain a cape of all shop drawings accepted by Architect (Structural Engineer) at site during construction period. Structural Engineer requires 10 working days allan receipt of shop drawings and calculations for processing. Only three copies 51 each structural shop drawing submitted wit be accepted for review and marked with comments, it any. Additional copes submitted will net be returned. 14. Install and anchor mecharitcat and electrical and plumbing equipment to structure complying with ASCEISEI 7-10, Chapter 13. as mod-ted by CRC 1616.1.17 through 1816.1.28. Isolators. fasteners and any other element presiding stability for equipment shall be appeased by ICC-ES or equinalont testing procedure and be cupola of transmitting code required lateral loads. Preside suspended equipment with approved lateral on sway bracing. 15. grace piping and ducts complying with latest edition al"Gddubnesfor Seismic Restralntr 01 Mechanical Syutnrn6" bythe Sheet Metal and Air Cendttiardng Contractions National Association. The lateral baring 01 the system shut not cause twisting or warping 10 the structural member. Any member lobe added in order to eliminate twisting or worpmng to the structural member shall be the responsibility of the dcsigrs.buiM contractor. 17, The CAD drawing lIes are the properly of the Structural Engineer and WIN not be released to the Contractor or subcontractor for their use. IS. Submit deferred subrrriltah items to the Architect (Structural Engineer) for review. Alter review, submit deferred subndttat items to the Governing Code Authonily for approval prior to installation. The following is 0 fist 51 deferred approval ilcnw: 19. AS abbreviations of referenced standards are per CRC Chapter 35. s0001 SO.02 Pro55ot ..ocatlsrr Inner 1551500. INSPECTION &VER2PSCAT1ON TASKS FMaUFACY - - I ONCRE1E IN0PECT5lS 8 VERIACA1TOSI - (Table 1705.31 - -- -- - _! I l0OI50A?.I.7.fl - S 2 _Llu I qdflINsaotTa rtrortwnm 4 lOS 2 mwmsatsslwnmnnseas.rnIrl - I — sasiria.ui-s.ii S 5 - I I onT.totesoASdtoe*. tt.__IcII.101rtlhUl S - - _! !M W*l001irnlu-ltlt - S 5$ .10sed0t,set.wtamISqbro0.(aaItt GIlT ERAS iS CONSTRUCIERI .-'-- -- - TRUC1ION (5705.5) • m5s*sUASedINgon5*mWSas DOGROGRE—PE - - - teafleut 2. - g 2. mo$sIroainIwns.00tOssutSwnonedIor4v _! INoreeedobewnutat0utrosbcom o IiSWps aasaeteoAStfl, PETERNEETTROSPORE120115. - - — apaNerIINSPEC110NSIVEpeRCATION - ,v•5 rAIn 1705.6 - S.Nb - S - _I orem qdoneSN005. - 1 _d _5 $htOvdeseutOathOa - I IIIouMWG ootnoteoncontos,00rpobootsaoottsn, - Omens on .Oaltforotbdanmaomedrr. oeWepmoroormsors fr.Srwropbesthad hr .mro oem toeft 5. eASosudsserroedbyhooatroaoa,oeroddodbroorm.aasSeboomd.fasense. 000mufrut 2. RofmfsdoofyrbdsAootstsbeensqrodpelooN.ERir,aeeborsq.Aoronoo. 5 5oeANbrsoceto.bsereoGstutasoANfanu4d.omdbbsayest1sssI a. 5.oGodoANscen$borrmsEAInr, General Notes GENERAL NOTES QUAUTY ASSURANCE 1. Testing laboratory shot sabmil reports indicating results and oervations of tests and inspections and stating cornthonce or noncompliance with contrast documents IOA,ohitect (Structural Engineer) and to Governing Code Authority. Contractor sirot ralmlajrue Owner tar Caere related to tests and inspections of urddenttatee materials or materials famished without certfied laboratory test reports, materials found dabuient alter initial fasts and inspections, or materials replacing dellalent materials. See Spealtications for adedonal test and inspectian requirements. 2, Provide cement, aggregates. reinforcing steel, etc. from iderrlallatee tested stosll Submit certified laboratory test reports to Arcltitect (Structural Engineer) and to Governing Code Authority. If materials cannot be identified or if certified laboratory test reports cannot be strode asaatafae, testing laboratory wt patron,, tests to dotornirre conformason with contract documents as directed by Architect (Structural Ennenr). 3. Testing laboratory shag provide special inspection, conrnlyingvrith CRC Section 1701 (unless otherwise noted), for the folloroinu: Concrete and reinforcing steel where speeded concrete oonrpressise strength is greater than 2505 psi. golfs installed is concrete. Masonry indodog testing required to verify spooled compressive Strength (Fm) as stipulated is CRC Section 2105. Field welding inducing shear studs. 4. Testing laboratory shall review concrete erie design data and shot perform the fdtooiog concrete tests at frequency inelcated in as indicated in Required lespedians of Reinforced Concrete in oaatty Assurance Section. FEnglekirk sliuctuRdl ENGINEERS 3621 Harbor Boulevard Suite 125 5gg)g Ago, CA 92704 714.557.8551 1 714.557.8551 F www.englekirk.com 0r5r5r0S555 S S A O sesoo S A To ...... A 4111141 A A A A A A A A A A ours 00015.tvrO ass vu 17.meto 000 PHaSE. co, 000wssn on CIECIEO 51 PIT ce. le PROJECT TITLE The Reserve at Carlsbad Stair and Bridge Repair Building #15 FEnglekirk STRUCTURAL IlIGItICEBS 3621 Harbor Boulevard Suite 125 Souls Ano, CA 92704 714.557.8551 T 714.557.8551 F www.englekirk.com SIMPSON INJECTION EPDXY I EPDXYANCHOR I Im... EMBEDMENT SCHEDULE MINIMUM EMUEDNENTBAR I isusm pscuEsluj&o. 1441 4114ANI 5 RUINFORcING BAR I #i I IN 0 I I 15173 I U.NO. I I NOTES I RID I 11114 I I. ALL DEFORMED REINFORCINOBARE NOTED #S I I I IN EPDXY SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDAIIOTIS. SEE SCIIEDULEFOR MINIMUM EMBEDMENT LEIIGTHS U TO BE USED ONLY WHERE INDICATED RSDRARV7SS SIMPSON 'SET-XP ADHESIVE ANCHORS DESIGNATION CCC REPORT ESR.2505) EPDXY ANCHOR _________ EPAcING L4 #41 E24 LENGTH TYPICAL NUIE A#9Jt1112510 JOB NO.: 17.7D DCC PAUSE: AN CROWN CV. DN PC H PROJECT TITLE The Reserve at Carlsbad Stair and Bridge Repair Building #15 SIEET TITLE Typical Concrete Details s1.oi JOIST OR RAFTER :1 OIMPSCN CCO COLUMN CAP /,- "WE CU A AS SHOWN IV SEAM FRAMING PER PLAN 1M{ POST PER PUN Ed(S) SIAN MACHINE ELEVATION SECTION A-A BOLTS TYPICAL (Th POST TO BEAM CONNECTION AT CORNER DETAIL MILE TYPICAL BEAM CONNECTION TO OVERSIZED POST DETAIL 0151W MARl I /—NONOTCHES, DRILLED HOLES OR SLOTS IN THIS AREA COMSINSE AD Idle fELWA&E RIM JOST MDMG - r 2Z1 r1 OR A 8 HOIE I Id! L- dOE IT MN. ORd MR. • YWERYWR WHICHEVER IS CREATER I IS GREATER US US I US NOTCHINGNOTPERMITTED J IN MIDDLE Il3SPAN NOTES I. ALLOWABLE HOLE AND NOTCH ZONES ARE FOR JOISTS UADSRUN1FOPSI bElONG ONLY. 2. URGER HOLES OR HOLES OUTSIDE THE PERMITTEDRESIONS MUST BE REVTEV.EDAND APPROVED BY THE STRUCTURAL ENGINEER S NO HOLES OR NOTCHES ARE PERMITTED IN CANTILEVERS 4.EM HATCHED AREA INDICATES NO HOLES OR NOTCHES ALLOWED IN THIS AREA. 100 NOT NOTCH OR BORE INTO 2T4 JOISTT, TYPICAL NOTCHING AND BORING AT SAWN LUMBER JOIST DETAIL VESIP BEAM PER PLAN PLYWOOD TA SIMPSON EPC CAPTO POST - / PER PUN NANAILSIN EVERYFn~~P.OIHERHSLE SISIPSONAGIVESTUD POSTPERPLAN WISARI I2A TYPICAL FLUSH BEAM PARALLEL TO WALL DETAIL T%NSD LSPUCEAT ELSPUcEAT I LOtRERPI. i.•• Iw'paRp. (NIEAEADISIOS I SIMPSI OUCE— I 1 .çIEdINO I rETHID4 SIMPSON 5112 EACH SIDE PROM DIED TYPICAL MINIMUM TOP PLATE SPLICE DETAIL VERDI POST SEE PLAN SN S SIMPSOHASS I EACH SIDE— / ,-PLYWOOC I/SEEP_AN ILLPL JOIST SEE PLAN I LEVSNTOPPLS FOR DIRECTION PROVIDE SOLID BEARING UNDER POST SEE PLlINj[—_.IJjj POST ABOVE TYPICAL POST SPLICE CONNECTION DETAIL f\ [inglekirk STISCTUEAI ENGINEERS 3621 Hoibor Boulevard Suite 125 Santa Ass, CA 92 704 714.551.8551 i 714.557.8551 F www.englekirk.com CONSUlTANT • • ...... DECRO. *0 00 S .....ROP . E hJ. . S 000009 S S • S S S S S • . . . S ••••• . S S • • S . . .. S.... ....• S S 4"1 S S 6 06004, 05 • S. •• 05 S S ••Ss• L •••••• S • .. S..... S 00*000 A • • S. ••Ss . . S S... IRS SIMPSON ASAAT TOP AND BOTTOM OF STUDS - 12)IBdE&ODE - BEAM GEE PLAN TA SIMPSON BPC CAP TO POST. POST SAME WIDTH AS BEAM SN STUD ES SIDE OF POST TAIBdITo— TYPICAL BEAM PERPENDICULAR TO WALL DETAIL TWAIN PER PLAN Inh1I TYPICAL FLUSH BEAM PERPENDICULAR TO WALL DETAIL VERTICAL SLOT Y—STRST SPLICE PL.II4EACHSIDE STEEL jV UPPER HOLE? SIRAP -' • INHERE OCCURS \ TA(4)3140 HAIEREOCCURS \MACHIHEBOLTS PSRPLAN-\ \ SIMPSON STSTRAP / d NAILS IN EVERY / OTHERKOLE—'JT~ (2)DRTOPPLS SIMPSON LPT4 N POST PER PLAN TYPICAL FLUSH BEAM PARALLEL TO WALL DETAIL TROuT BOIJNDURYNAIUXSEE PLYWOOD SHEATHING PLNA JOIDTORP.VFTER BETWEEN PLAN SEEPLAN SIMPSON HANGSR END CONDITION BOUNDARY NAILING r PLYWOOD SHEATHING /SEE PLAN \JOISTORRAFTEN BEAM SEE PLAN J SEE FLU SIMPSON HANGER EACH SIDE INTERIOR CONDITION TYPICAL JOIST OR (2)2xTOPPLS -, r1.OvIut OUTRUN Nfl EACH SIDE FOR BEAMS POST OR OEASLE STUDS N III' DEEP AND LARGER RO%IDE 1.ITo AT DOUBLE STUDS) PLiI4EACHSIDE J49i %EaQS4'O BLOCKING TO MACHINE BOLTS MATCH MATERIAl ABOVE—I (ShOd EACH SIDE POST PER PLAN PER BLOCKING - BEARIRGPL CONNECTION SCHEDULE DETAIL BEARING PLATE TYP. 3T7THCKNI4 A B TYPICAL GLU-LAM BEAM HANGER TYPE / j- PLYWOOD PER SCHEDULE / / PER PLAN STIFFENER JOIETORREAJI I - PER PLAN WOISTPERPLHIA GLIUAN REAM PER PLAN HANGER SCHEDULE MEMBER HANGER TYPE REMARKS SN SIMPSON 1.SD HANGER UNS ON PLAN m (3)2N SIMPSON 'HU2I2TrHANGER UNON PLAN SIMPSON HII HANGER U.N.O. ON PLAN 4x, fix SIMPSONYMrHANGER U.N.O.OHRAN 3118NG.B SIMPSON DLTT HANGER U.N.S ON PLAN 112155 SIMPSONHSLTF HANGER U.N.O.OR PUN I-JOIST SIMPSON ITSNANGER U.N.O. ON PUN STISDLSLSIISALVL SIMPSONHGLIVHANGSR U.N.O.OHFLAN 5TI4TPSL,7APSL SIMPSONGI.IVHANGER U.N.O.ORFLAN TYPICAL JOIST HANGER SCHEDULE (AT WOOD BEAM) SIMPSON ST STRAP F- SPLICE WHEREARlENE OCCUNS_\ OCCURS ATCL OF POST SIMPSON E/'I'? LM SEE PLAN •TY '-SIMPEONC POST CAP ITNDI$ l'1 POST CAP END CONDITION INTERIOR CONDITION TYPICAL BEAM TO POST CONNECTION DETAIL T1515 POST SEE PLAN siMPSONCOLUMINME TOPOFCONCRETS\: SEE SCHEDULE POST SIZE SIMPSON REMARKS COLUMN BASE 4.4 CB" S.D CBIS TYPICAL HEDULE NATE ARORARIT JOE CO. I,.UN;TS SOC SCARE: AN DRAWN NV AP To IT. le PROJECT TITLE The Reserve at Carlsbad Stair and Bridge Repair Building #15 Typical Wood Details TYPICAL NOTCH AT JOIST, RS, ETC. DETAIL IWATH PLYWOOD SHEATHING BENAPERPLAN— I PER PLAN 3 Or LESS .UPANELEDGE NPI _______ STAGGER NAIUNG AT BOUNDARY EDGE TLESS — PANEL JOINT CT STAGGER NOUNS AT 4' NOMINAL FRAMING MEMBER r.LESS PANEL JOINT S STAGGERNAUJNG AT 3' NOMINAL FRAMING MEMBER TYPICAL PLYWOOD NAILING DIAGRAM AT NAILS c 3'o.c. lUNAR EGGS NPJUNG JI.) -.PLYWOOOANNT 254 FLAT BLOCKING o42)tod TOE NAILS IS EACH END DETAIL® NOTE I. RUN LONG DIMENBGNOF PLYWOOD PERPENDICULAR TOJOIST. 2. NAIUNDRSS AND SPACINGASNOIBOONPLAN. E NAILS SHALL HAVE ANIN. 215 EDGE DISTANCE4. ALL PIIRUNS SHALL BE LAID OUTINA4.0 MODULE PLT'AOODPATIERN. S. USE TONGUE BaROQuE PLYOOWDAT UNBLOCKED FLOURS. 6 WHERE NAILS ARE SPACED ThORLESS ADJOINING PANEL EDGES ARE DETAIL 2 Ii 7. USE BOUNDARY NAILING CON11NUOUSEIL BOUND ZONE BOUNDARIES SEE PLAN FORZONEEXTENTS. BOUNDARY NAIUNG rEnglekirk STBU(IOBA( ENGIEEEBS 3621 Harbor Boulevard Suite 125 Santa Ana, CA 92704 714.557.8551 1 714.557.8551 F www.englekirk.com L.. A ••.••• S A .•S.. A • A . A A A A A A A A A A NATE; A&USA2BTN JON NO. Tl.ANIS NON PHASE AR ONAWNOY; AR CIECIEO III PIT le P-11.1 1.11E The Reserve at Carlsbad Stair and Bridge Repair Building #15 SITET TITLE Typical Wood Details PLAN SI.12 PL [inglekirk STRUCTURAL ENGINEERS 3621 HOTbGI BouloNErd Suite 125 Soslo Ass, CA 92704 714.557.8551 T 714.557.8551 F www.englekirk.com PROJECT TITLE The Reserve at Carlsbad Stair and Bridge Repair Building #15 riir PLAN NOTES: -. - OFPLYW000 — I. VERIFY ALL ETGSTINDCONDITIONS AND SIMENSLDNSPRIOR TO START OFABERIC. SECOND 'THIRD , FLOOR- FRAMlNG.PLAN ' 2. FOR GENERAL NOTESSEE 50 SERIESSHEETS. 3. FOR TYPICAL DETAILS SEE III SEPEOSSIIEETS DETAII.SANO SCHEDULES EIIOCAIEDAS `TYPICAL MAY NOT RE SPECIFICALLY REFERENCED ON THE DRAWINGS DETERIURERAIDRE EACH TYPICAL DETAIL OR SCHEDULE APPLIES BEFORE PROCEEDING NTH ANDRE. 4 GENERAL CONTRACTOR TO OBSERVE AND REPORT DHJ.IAOEDFLOCRFRAMNG NOT IVGCA1ED ON PLANS ALL HARDWARE SHALL NE HOT CIPPEDGALVAM2EO. IL WATERPROOF ALL NEWMEMSERSACCONIONG TO CRC DOlE ANDWATERPROCF PROFESSIONAL RECOMMENDATIONS INCLUDING FLASHING DETAILS ALL NEWDEC1I TODISSIING WALLS, EXISTING BUILDING #15 - SECOND FLOOR FRAMING PLAN POSTS, RAILS AND OTHER INTERFACES. IIBEl.T U. SHORE EXISTING FRAMING ASREOIJIRES BEFORE REMOWAGOEPICIENT MEMBERS 7. FOR (N)W000 POSTS REPIACIN000RCIENT ONES. COLUMN BESESHANDWAREIN0000 - , -- #ANGd - 'AP CONDITION COULD SEUSED. IF RUSTING ISOSSERVED, SEE LEGEND D FOR REPLACEMENT NOTES OF HARDWARE. IN Nm rilE r I; ;I 21 bf ..1*c I PIS, I 3 IA - 3 —, 3 — • — . -. ' (EICONCRETEFOOI1NG EWNI?OEEP FMSr.FLOOR PLM BUILDING TYPE 2 FRAMING Al KEY NOTES: MEMBER TO RE REPLACED NTH EXACT DON AND GRADE OR BETTER GRADE FIELD VERIFY MEMBER SIZE AND GRADE. SEE TYPICAL DETAILS ON SHEETS 51.11 AND SI.12 FOR CONNECTIONS To. SPAT URDONFLANS Tb. 51.9 204IUNODNPLANS CMISDRFIIT BE IT FOR SPANS UP TO 2E1 SPAN BE ISFONSPANSUPTODEAIWAN BE ITFORSPANSUPTOZSASPAN BE 2rFON SPARS UPTODEESPAN 2 RUSTING AN—CONCRETE SPAWNGOBSERVED REPLACE COLUMN BASE AND 3 CONCRETE PEDESTAL UNDER COLUMN WHERE PER DETAIL IISIDI REPLACE POSTWIGENTICAL SIZE ANDDPRCIES USE PRESSIRETBEAIEDR005 FOR NEW POSTS PLAN SYMBOLS: INDICATES EXISTING 2TFLOORJCISTS 61EET TITLE Building #15 Foundation and Second Floor Framing Plans S2.O1 NG#15- WATERPROOF AND FLASHING BY OTHERS FLOOR SHEATHING EDGE TRIM 4W PER KAN PER PLAN BY OTHERS BEAM STEEL STRINGER PER FLAN STEEL STRINGER PER PLAN RMPSON 154'. SOS .NPRNETRAITON VERIPYINFIRID ED, EQ. EQ F ' : ° I I I I EQ EQ. EQ. j ED. ED. I EQ '1 ST PE 155 STAIR STRINGER TO TREAD DETAIL HANDRAIL TO STAIR STRINGER DETAIL TIU V PT. SEAM d'p PER PLAN - INTO WOOD BEAM PLSVR4',cONT. 41I4EDSEGREVVS PER ELEVATION SECTION A-A ELEVATION STAIR STRINGER TO FLOOR BEAM DETAIL ,'Th I lIT SQ TARRED. TO MATCH GERPJL CONSTRICTION lIT PRECAST TRSAOIRSGE Ci__ BY OTHERS ,f I It?. HAND RAIL - IlI2' SO. POST @4'0'o..MAX TO MATCH (ETR.AIL CONSTRUCTION It? SQ PICHETS4'A TO MATCH RAIL It\ CONSTRUCTION STEEL STRINGER EMBED PLATE OR AEGIS PER PLAN --1 AFASTENERSBYOTHERS - PRECAST TREADIRISER BY OTHERS 1ngIekirk STRUCTURES ENGINEERS 3621 Koibor BoulEvord Suite 125 Santa Ass, CA 92704 714.557.8551 1 714.557.8551 F www.englekirk.com ARREULESNE DECRQN *41 66 •• S •S . . S • 5 S S • S. • •• • ••5•5 S IS, •• S ••.•• S... • . 5••• S • S 55 5 S. • Se .. S. S S .5•SSS S S •• 5••SS S 555555 A • . .. ... .. . .•. — - / MATCH RE) RAIL CONSTRUCTION — 4 fl) 114'. EQS SCREWS .TPRNETR.ATTON TYMCAL MATCH )RAIL CONSTRUCTION Or SO. STEEL PICKETS 5 4' MAX MATCH EIRHE. CONSTRUCTION EXISTING FACE OF - 4N4544o STUCCO AT BUILDING MATCH EvRAU. I I' WATERPROOF AND CONSTRUCTION FLASHING LJ]UI. j BY OTHERS HANDRAIL ON FLOOR FICAL PER PUN F/ REPLACE IL CAL L4 __________ FLOOR FRAMINGJJ/ 1STR;;:x1I*M1N. PER PLAN REID VERIFY DIMENSIONS HANGER PER JOIST REAM HANGER SCHEDULE PER PLAN SMPSON OUR SEMI SEAT \-rOROUT I. .YC. ANCHOR BOLTS (E)ONcREIEPISR . : DRILL AND PER DETAIL 3151.01 6111 LAM BEAM CONNECTION TO EXISTING CONCRETE BRIDGE PIER DETAIL 314'Ni'.Q' kf- NEWCONCRETE PEDESTAL (N)OR RE) POST PER PLAN ROUGHEN SURFACE \a (NIPOST RAGE TO 154' AHPUTIJDT ___N\\ \ PER SCHEDULE -: . •.- (EICONCAETE -•. FOOTING (4)A4 DOWELS DPJUMANEPDXY H.LF. NOTES 1. REMOVE NIUSTING CONCRETE RUSE UNDER tACOS RUST WHERE INDICATED ON PLANS. IL SHORE POET AND FRAMING ABOVE AS REQUIRED UNTIL NEWFOOTTNGIS POURED AND CURED. IL RESTORE ORIGINAL DIMENSIONS OF CONCRETE PASUSTAI. NEW CONCRETE RARE: AL9UIE,MIS JOE NW 17.MA1D ERG PHASE. CO DRAWN NY PIT CIETT The Reserve at Carlsbad Stair and Bridge Repair Building #15 IINEET TITLE Sections and Details S3.O1