The URL can be used to link to this page

Home My WebLink About1063 BUENA VISTA WAY; ; CBR2025-0850; PermitBuilding Permit Finaled Residential Permit Print Date: 02/11/2026 Job Address : 1063 BUENA VISTA WAY, Permit No: Status: {'cityof Carlsbad CBR2025-0850 Closed -Finaled Perm it Type: BLDG-Residential CARLSBAD, CA 92008-1448 Work Class : Second Dwelling Un it Parcel#: 1552511600 Track#: Valuation: $118,456.92 Lot#: Occupancy Group: R-3/U Project#: Plan#: #of Dwelling Units: 1 Bedrooms: Bathrooms: Construction Type:VB Orig. Plan Check#: Occupant Load : Plan Check#: Code Edition: 2022 Sprinkled: No Project Title: Description: DINETTO PROPERTIES: NEW ADDITION OF A (492 SF) JADU Applicant: GEORGE GILLI 2404 BROADWAY SAN DIEGO, CA 92102-2022 (619) 306-2289 FEE BUILDING PLAN CHECK Property Owner: DINITTOS PROPERTIES INC 518 KNOTS LN CARLSBAD, CA 92011-5422 BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION TIER 1-Medium BLDG SWPPP PLAN REVIEW TIER 1-Medium Total Fees: $2,996.50 Total Payments To Date: $2,996.50 Applied: 04/08/2025 Issued : 06/13/2025 Finaled Close Out: 02/11/2026 Final Inspection: 02/10/2026 INSPECTOR: Cornair, Brad de Roggenbuke, Dirk Contractor: SOUTH POINT BUILDERS CORPORATION 120 E AVENI DA CORNELIO SAN CLEMENTE, CA 92672-3205 (949) 374-6072 Balance Due: AMOUNT $893.10 $204.00 $107.00 $21.00 $5.00 $1,374.00 $15.40 $292.00 $85.00 $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 simil ar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION FOR CITY USE ONLY Plan Check No .Ct,P.Zol,f> () PC Deposit: ~~-IIO 8-1 Date: ~-t· 25 This form shall be completed to initiate a residential building permit application. The building permit application is not a building permit. No work shall start until a building permit is duly issued. {0~; Job Address: @Buena Vista Way Unit#: ____ APN: 155-251-16-00 ., --------- Description of Work: (N) Junior ADU of 564 s.f. (G.F.A.: 492 s.f.) to an (E) Single Family Residence Project Valuation: $_9_5~,3_6_7 ____ Is there an active code enforcement violation on this site? □ Y ~ N Are Planning permits required?: D Y ~ N Case File Nos.: ______________ _ Please indicate the type of application(sl requested and provide the applicable information: l!!!!!I New SF: Living SF, _5_6_4 ___ ~• Deck SF,----~· Patio SF, ____ __,_. Garage SF, ____ ____, Is this to create a new ADU/JADU? l!!!l Y D N. New fireplace? □ Y l!!!l N. D Remodel: ______ SF of affected area. Is the area a conversion or change of use? DY l!!!!!I N. □ Pool/Spa: ______ SF. Additional Gas or Electrical Features? ____________ _ □ Solar: ____ KW, _____ Modules. Mounted: 0 Roof O Ground. Tilt: 0 Y O N. RMA: □ Y O N. Battery: □ Y D N. Panel Upgrade: D Y D N. Electric Meter Number: ____________ _ l!!!!!I Plumbing, Mechanical, Electrical: _N_e_w_ki_tc_h_e_n_,_, _n_ew_b_a_th_r_o_o_m_. ______________ _ □ Other: __________________________________ _ APPLICANT (PRIMARY CONTACT): Name: George Gilli Address: 2035 Broadway City: San Diego State:~ Zip : 92102 Phone: (619) 306-2289 Email: geogilli@yahoo.com DESIGN PROFESSIONAL: Name: _____________ _ Address : _____________ _ City: ______ State: __ Zi p: __ _ Phone: _____________ _ Email: ______________ _ State License: ___________ _ PROPERTY OWNER: Name: Dinitto Properties Address: 264 Carlsbad Village Dr City: Carl sbad State: CA Zip: 92008 Phone: (760) 213-1691 Email : hello@264fresco.com CONTRACTOR: Name: South Point Builders Address: 120 E Ave Cornelio City: San Clemente State:~ Zip: 92672 Phone: (949) 374-6072 Email: southpointbuilders@gmail.com CSLB License It: 879281 Class :_B __ City Business License #: _______ _ Billing Party: D Applicant ~ Property Owner D Contractor D Other: __ _;_~+--....,,.(1'---_,.__,Q .... .,,"--(A&"'--__ ....>L...C:,,,e_ __ Page 1 of 4 rev 11/24 The construction, addition, or alteration of buildings is governed by the Ca lifornia Contractors License Law (commencing with Business Professions Code section 7000). The law has an exemption that al lows a person who is not a California Licensed Contractor to construct a single-family residential structure and engage in home improvements and repairs, provided they meet certain requirements. (Form 8-61 provides information about the requirements that apply to Owner-Builders makes you aware of your responsibilities and possible risk you may incur by having a permit issu ed to an Owner-Builder.) Permits for multi-family projects are only to be issued to California Licensed Contractors. Refer to Form B-16 for other frequently asked questions. APPLICANT (PROPERTY OWNER, CONTRACTOR, OR AGENT) CERTIFICATIONS: CHECK EACH BOX c{ [Z] I/We certify that I/we a legal right, interest, or entitlement to the use of the property that is the subject of this application. I/We understand that State law mandates the Applicant to provide an estimated value of all work proposed (B-29 form). I/We hereby certify the construction valuation provided is accurate and includes all proposed work such as all structural work, finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, labor costs, and all permanent equipment and systems. If the valuation is underestimated, the permit may be denied, unless the Applicant can show detailed estimates to meet the approval of the Bu ilding Official. If the Applicant is not the Property Owner, both the Property Owner and Applicant (authorized Contractor or authorized Agent of the Property Owner/Contractor) must sign below. By signing this declaration, the Property Owner authorizes the Applicant listed in this application to act as the Property Owner's Agent on all matters before the city pertaining to development on this property. I/We understand that State law requires construction to be done by a Licensed Contractor and the Property Owner may apply for an Owner-Builder permit under an exemption from the law. D A. If the Contractor is the Applicant, the License Contractor Declaration on page 4 must be completed. D 8. If the Applicant is an Owner-Builder, an Owner-Builder affidavit is required and must be submitted (Form B-61). The city w ill not issue a building permit until this form has been submitted. The License Contractor Declaration on page 4 does not need to be submitted. I/We have read this application form in its entirety and reviewed the building permit application and the information I/we have provided is true and correct to the best of our knowledge. Grade lines as shown on drawings accompanying this application are assumed to be correct. This certifies that the description of the project and all the plans and supporting documentation; including the location and labeling of all existing and proposed buildings, structures, access roads, and utilities and easements; are accurate in all material respects as of the date when made. I/We understand that it is my responsibility to ensure that statements and representations are not mislead ing. I/We agree to promptly remove, correct, or add information as needed to correct any misleading or materially inaccurate information. I/We understand that any misstatement or omission of the requested information or of any information subsequently requested might be grounds for rejecting the application, denying the application, suspending or revoking a permit issued on the basis of these or subsequent representations, or for the seeking of such other and further relief as deemed appropriate ~ by the City of Carlsbad. ~ If a digital submittal is made or required, I/we certify that the submittal package includes digital files that follow the city's electronic submissions standards.) Failure to submit correctly formatted electronic files may result in the submittal being returned, which will delay intake and/or review. Page 2 of 4 rev 11/24 I/We certify that I am (we are) aware of all permit requirements and will not wil lfully deviate from the approved plan. I/We agree to comply with all applicable city and county ordinances and state laws relating to building construction. I/We assume full responsibility for the satisfactory completion of all work authorized under the permit(s), including work performed prior to assuming control. After construction begins, I/we understand that a height ce rtification, pad certification, or boundary certification may need to be submitted to the Building Inspector, when required. I understand that a building permit application will expire If a permit has not been issued/obtained within one year from the application date (original filing date), unless an extension of time has been granted (Form B-25). With some limited exceptions, if a building permit application expires and there is interest in proceeding with the same project, a new application will be required and the project will be subject to new fees and regulations that are in effect at the time the new application is submitted. After submitting the application, the Billing Party designated as part of the application will be sent future city invoices for above referenced building permit(s). I understand that if a permit fee or development impact fee refund is issued, the check will be mailed to the financial responsible party (the actual person or company that paid the invoice). If the information on file for the financially responsible party is outdated or inaccurate, it must be corrected before the refund can be sent. Form B-49B may be completed to update the financially responsible party's contact information. I/We agree to waive, release, and discharge the City of Carlsbad ("City") and its officers, elected or appointed officials, employees, volunteers and agents (the "Indemnified Parties") from all claims and demands, rights and causes of action of any kind with respect to the building permit application, the purpose of which is to challenge, attack set aside, void, modify, or annul the approval or denial of the application, or the processing thereof, except liability caused by the Indemnified Parties' sole negligence or w illful misconduct, in which case the indemnity received by the city shal l be reduced by the amount: (a) that the city's active negligence contributed to the liability on a comparative basis; or (b) such other amount as may be required by law. This obligation is effective without reference to the existence or applicability of any insurance coverages which may have been required by city or any additional insured endorsements which may extend to Indemnified Parties. Property Owner(s) and Applicant, on behalf of themselves and all parties claiming under or through them, waive all rights of subrogation and contribution against the Indemnified Parties while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed, regardless of any prior, concurrent or subsequent passive negligence by the Indemnified Parties. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and accept all terms set forth herein. (This section must be signed by both parties if not the same individual.) ~ Date:_tJ____,,~,_...._W _J /~zv~z"--"'"r;_ I ' Date: 0 4-/ °o/ 'b0-:26: Page 3 of 4 rev 11/24 CONTRACTOR CERTIFICATIONS: CHECK EACH BOX license Contractor Declarations I hereby affirm under penalty of perjury that I am a licensed under provisions of Chapter 9 (commencing with section 7000) of Division 3 of the Business and Professions Code, and the license is in full force and effect. 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. Place a check mark next to the declaration regarding the workers' compensation coverage that applies. Check only one (A), (8), or (C): I!!!! A. I have and will maintain a certificate of consent to self-insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. !!!!I B. I have and will maintain workers' compensation Insurance, 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: CLEAR SPRINGS CWC00885002 II C. 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, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forth with comply with those provisions. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Civil Code section 3097). If not using a construction lending agency write N/A: Lender: _N_IA _________________ _ I understand that I will need a current Carlsbad business license to obtain the building permit. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and accept all terms set forth herein. ~~- ~Contractor Date: 4/8/2025 FOR CITY USE ONLY Receipt Acknowledgement: ____________ _ Date:. _________ _ BUILDING STAFF Page4of4 rev 11/24 PERMIT INSPECTION HISTORY for (CBR2025-0850) Application Date: 04/08/2025 Owner: DINITTOS PROPERTIES INC Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Issue Date: 06/13/2025 Subdivision: SUNNY SLOPE TRACT POR OF Status: Closed - Finaled Expiration Date: 05/05/2026 IVR Number: 62777 Address: 1063 BUENA VISTA WAY CARLSBAD, CA 92008-1448 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency Status COMMENTS Partial pass J boxes need to be flushed to face the drywall all else OK 02/03/2026 02/03/2026 BLDG-Final Inspection 307426-2026 Failed Brad Cornair Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Air gap at dishwasher. Her report. Recall inspection. 02/10/2026 02/10/2026 BLDG-Final Inspection 308186-2026 Passed Brad Cornair Wednesday, February 11 , 2026 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Air gap at dishwasher. Her report. Recall inspection. Passed Yes Reinspection Incomplete Passed Yes No Yes Yes No Complete Passed Yes Yes Yes Yes Yes Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2025-0850) Application Date: 04/08/2025 Owner: DINITTOS PROPERTIES INC Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Issue Date: 06/1 3/2025 Subdivision: SUNNY SLOPE TRACT POR OF Status: Closed - Finaled Expiration Date: 05/05/2026 IVR Number: 62777 Address: 1063 BU ENA VISTA WAY CARLSBAD, CA 92008-1448 Scheduled Date 09/19/2025 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-1 4 Frame-Steel-Bolting-We lding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers Status COMMENTS Partial pass. DWV /Gas needs to be under test. Connect bath exhaust duct. Install windows. 09/19/2025 BLDG-84 Rough Combo(14,24,34,44) 296074-2025 Failed Brad Cornair Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Partial pass. DWV /Gas needs to be under test. Connect bath exhaust duct. Install windows. 9/19. Plumbing system and gas lines not under test. Second visit not ready. Re inspection fee warning. 09/22/2025 09/22/2025 BLDG-24 Rough/Topout 296178-2025 Passed Brad Cornair Checklist Item COMMENTS BLDG-Building Deficiency 09/25/2025 09/25/2025 BLDG-17 Interior 296529-2025 Partial Pass Brad Cornair Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency Partial pass J boxes need to be flushed to face the drywall all else OK BLDG-18 Exterior Lath/Drywall Checklist Item 296530-2025 COMMENTS BLDG-Building Deficiency 11/06/2025 11/06/2025 BLDG-17 Interior Lath/Drywall Wednesday, February 11, 2026 300374-2025 Passed Brad Cornair Passed Brad Cornair Reinspection Inspection Passed Yes Yes Yes Yes Yes Reinspection Incomplete Passed No Yes No Yes Yes Complete Passed Yes Reinspection Incomplete Passed Yes Complete Passed Yes Complete Page 2 of 3 Building Permit Inspection History Finaled C cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2025-0850) Permit Type: BLDG-Residential Application Date: 04/08/2025 Owner: DINITTOS PROPERTIES INC Work Class: Second Dwelling Unit Issue Date: 06/13/2025 Subdivision: SUNNY SLOPE TRACT POR OF Status: Closed -Finaled Expiration Date: 05/05/2026 Address: 1063 BUENA VISTA WAY IVR Number: 62777 CARLSBAD, CA 92008-1448 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 06/17/2025 06/17/2025 BLDG-SW-Pre-Con 287983-2025 Passed Dirk de Roggenbuke Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/27/2025 06/27/2025 BLDG-11 288975-2025 Partial Pass Brad Cornair Re inspection Incomplete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency PP. Need form certificate Yes 07/14/2025 07/14/2025 BLDG-14 290215-2025 Partial Pass Brad Cornair Reinspection Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency PP. Need DWV under test. Yes 07/15/2025 07/15/2025 BLDG-21 290382-2025 Failed Brad Cornair Reinspection Incomplete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency NR. Not under test. Video at rough No inspection ok for underfloor plumbing. 09/03/2025 09/03/2025 BLDG-24 Rough/Topout 294611-2025 Partial Pass Brad Cornair Re inspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial. Shower drain only. Yes BLDG-83 Roof Sheating, 294610-2025 Partial Pass Brad Cornair Re inspection Incomplete Exterior Shear (13,15) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-15 Roof Yes Sheathing-Reroof 09/16/2025 09/16/2025 BLDG-84 Rough 295602-2025 Partial Pass Brad Cornair Reinspection Incomplete Combo(14,24,34,44) Wednesday, February 11, 2026 Page 1 of 3 True orth COMPLIANC June 5, 2025 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: CBR2025-0850 True North No.: 25-018-319 Carlsbad, CA 92008 Plan Review: New JADU Address: 1061 Buena Vista Way Applicant Name: George Gilli Applicant Email: Geogilli@yahoo.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3/U Occupant Load: NIA Type of Construction: V-B Sprinklers: No Stories: Two Area of Work (sq. ft.): 492 sq. ft. The plans have been reviewed for coordination with the pennit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalfofthe City of Carlsbad: l. Drawings: One (I) copy dated May 23, 2025, by George E. Gilli Studio. 2. Structural Calculations: One (I) copy dated May 16, 2025, by San Mina Engineering, Inc. 3. Energy Document: One (1) copy dated April 3, 2025. 4. Climate Action Plan: One (1) copy dated April 8, 2025. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: l . In order to expedite the permitting process, we have made annotations (in red ink) to A.2. We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Dahlia Alsoud -Plan Review Engineer Quality Review By: Areli Sanchez -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 True North COMPLIANCE SERVICES April 17, 2025 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad-FIRST REVIEW City Permit No: CBR2025-0850 True North No.: 25-018-319 Carlsbad, CA 92008 Plan Review: New JADU Address: 1061 Buena Vista Way, Carlsbad CA Applicant Name: George Gilli Applicant Email: geogilli@yahoo.com. True North Compliance Services, Inc. has completed the review of the following docwnents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated April 8, 2025, by George E. GILLI studio. 2. Structural Calculations: Electronic copy dated April 8, 2025, by San Mina Engineering, Inc. 3. CAP: Electronic copy dated April 3, 2025. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Scope of Work: Floor Area: Confirmed Confirmed Confirmed Our comments follow on th e attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Dahlia Alsoud -Plan Review Engineer Quality Review By: Areli Sanchez -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 NewJADU 1061 Buena Vista Way April 17, 2025 RESUBMITIAL I STRUCTIO S: Plan Review Comments !Corrections I City of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25-018-319 Page 2 Please do not resubmit plans until all departments have completed their reviews. For status, please contact bui1ding@carlsbadca.gov 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). Corrected sets can be submitted as follows: Delive THREE corre e sets o P-ans an O correc ca c ation reports directly to the City of Carlsbad Building Division, 1635 Faraday Ave., Carlsbad, CA 92008, (442) 339-2719. The city will route the plans to True orth, Planning and Land Development Engineering Departments (if applicable) for continued review. ote: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a port-ion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer's stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. E. If you have any questions regarding the comments below, please contact Areli Sanchez via email arelis@tncservices.com, or telephone (562) 733-8030. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): R-3 NIA V-B No Two 564 sq. ft. NewJADU 1061 Buena Vista Way April 17, 2025 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25-018-319 Page 3 ARCHITECTURAL COMMENTS: IA 1. SEE NOTE ON A.1. Also shown on 6/A.3 A 1. While the eave dimension is shown on Sheet A.3 (N-S Section), please also show and dimension the distance from the roof eave projections to the property lines on the site plan (Sheet A.1 ). A2. On sheet A.3 , please provide a section details of the eave at the following location and specify the fire- resistance wall assemblies to extend from the foundation to the underside of the roof sheathing. Keynote 24 specifies there is a vent at this location, this is not permitted. Provide section detail A2.. Redesigned 1-hr separation per ph conv with plan checker + emails See A.2 floor plan and (N) section 3/A.5 + 12/A.5 A3 . On sheet A.2, please address the following : a) The 1-hr fire separation wall shall be indicated for the mezzanine. Continuity of fire separation shall be shown on plans and on building sections. Fire rating elements shall be from the foundation, A3. a) Redesigned 1-hr separation per ph conv with plan checker+ emails. See A.2 floor plan and (N) section 3/A.5 + 12/A.5 A3. b) Per new design , bathroom walls are not rated. See keynote# 23 on sheet A.2 on R702.3.7.1 JADU MEZZANINE b) c) While the wall confining the shower is 1-hr fire rated, gypsum board shall not be used where there will be direct exposure to water, or in areas subject to continuous high humidity. CRC R702.3.7.1. Provide detail to clarify how fire-rating is maintained at the shower location. For the landing at the exterior door, please address the following: A3• ck) Dimten#s2io0ns adAd2ed on A2• Also, see eyno e on . i) Indicate on the plans that the exterior door landing extends a minimum of 36 inches in the direction of travel , as required by CRC R31 l.3. ii) Revi se the exterior door landing to not be more than 1.5" below the top of the threshold where door swings over the landing. CRC R3 l 1.3.2. NewJADU 1061 Buena Vista Way April 17, 2025 EN City of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25-0 18-31 9 Page 4 iii) The slope of the landing shall not exceed 2%. jsee keynote #20 on A.2 d) For Window #2, please specify the sill height on the plans. Per R308.4.6, glazing where the bottom exposed edge is less than 36 inches above the plane of the adjacent walking surface of stairways, landings, and ramps is considered a hazardous location and must be safety glazing, such as tempered glass. IA3. d) Dimension of 3'-5.75" shown on 5/A.3 i e) Revise plans to specify stair step tread depth to be 11" minimum or IO" minimum plus tread nosing. CRC R31 l.7.5.2 and CRC R31 l.7.5.3. A3. e) See revised floor plan A.2 + handrail notes on sheet G.N. + detail 10/A.4 A3. f) structural plans. See 4/ S.4 + 6/S.4 f) lease revis sfiown on ~-)1~ I Cl::?,::=::::Nj -~-~t~""--~-~-t~-'. ~ LI - NewJADU 1061 Buena Vista Way April 17, 2025 D: ffif S(l """ STA!R DETAIL .,,,.......,. ttYl>C Sf[ ARCH. ll£TAll fiJ! 1,tffi( INtO 4 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25-018-3 I 9 Page 5 6 g) Please specify the distance from the glazing to the adjacent wet surface; per CRC R308.4.5, glazing within 60 inches horizontally and less than 60 inches vertically from a wet surface must be safety glazed. ? A3. g) Dimension of 10'-10.5" shown on A.2. h) Please provide the following: ,--------, i) A3. h) i & ii. SA+CMA added to 1st fioor on A.2 ':===========~--' ii) A3. h) iii. See East Elvation 1.1/A.3 A3 . h) iv. See JADU Mezz 1/A.2 iii) iv) A Smoke alarm on the first floor, as is required in every bedroom, area leading to these bedrooms and on every floor. CRC 314.3 A carbon monoxide alarm on the first floor, as it is required in all areas leading into the bedroom and on every floor. CRC R315.3 Provide the top edge and bottom edge for window#4 & window#!. Provide illumination at the stairway per CRC R303.8. A4. At the elevations, identify the height of the windowsills. Where the top of the sill of an operable window ~------, A4. All window sills opening is located less than 24" above the finished floor and greater than 72" above the finished grade or dimensioned on other surface below on the exterior of the building, the operable window shall be provided with fall sheeet A;,3• None protection in accordance with CRC R312.2. l. under 24 A.F.F. AS. On sheet A.4, Please address the following: a) For attic ventilation: ~------'----, A5. a) i)+ii) Vents i) provided at the top and bottom (cross venting) of ii) each of the 13 bays. Keynote #3 2/A.4 A5. a) iii) No enclosed attic spaces. The 13 spaces between the T Jls are vented See note on 3/A.5 iii) iv) Provide ventilation for all enclosed rafter spaces throughout the vaulted ceiling areas. Ensure each rafter bay includes a continuous ventilation path from soffit (intake) to ridge ( exhaust), as required by R806. l. If any portion of the ceiling is enclosed by an attic space, clarify this and provide appropriate attic ventilation details for that area. Include and cross-reference section drawings that detail the ventilation notes and req u i rem en ts. NewJADU 1061 Buena Vista Way April 17, 2025 5. a) iv) Note #3 on roof plan 2/A.4, and note #21 on N-S section 5/A.3 are cross referenced with 4/A.4. Additiona lly, R806.3 is repeated on Section 3/A.5 J)NDE~LOOR VENTILATION -?? ·-,..,....::: WI~ "' llf.lL"-"""""-'""-'-...._ _ _,,,....,_ A.4 '.l ·=""-"""-C~-"-===e::,.....::,.....,."-"""-='-<'.. ~-~ City of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25 -018-319 Page 6 AS. a) iv) Area equals Foot Print of bu ilding. Adjusted to 383 s.f. v) Please identify section 9/A-3 mentioned. ROOF PLAN KCXNQIES I UII~ OP' WM.l. aetow AS . a) v. Reference corrected to 9/A.4 l Llffe OI" ~OOI" OVC~>iA'lG ) f'lt()'"IQC l!4 CAVf \>CNT Af e-.c,; &.\Y PC~ .,,... ""° •10 ~ PIIOV!Of P\.IA!&t!/0 VCNT T~OUGH ~OOI' Wliel\C TT!" ~S Pell Iii~ S !t.CMQVC tel !<!'Xta' G-'Ol C VC"IT WITll U SO l"T 11er l'it.ee AAl!A 6, ,~oVlQC l~ New • H 'X1l' LOW l'ltO'l'tU: 00~!<1!1' veNT w, n sn, rr. Ner ~~e A~et. b) For the crawl ventilation: c) i) Please clarify the area used in the calculation: \JNOE.RFLOOR VEN11t.AT10N CM.C AS . b) i) Area used equals the :"'~;"'"'' """'''"'-"°" ,,,,m,.,.,.,,.. ••• .., .. -~--•. , .. .,...,., area of the foot print of ,,. MOY "° •' "'"'""' ,n;. b 'Id' Ad' d 3 3 • ~~ ... ~~-.,....,.. ...._. •• • .,,..,. ,. .. ""••<• uI Ing. Juste to 8 s.f. ) !~~!1~1;~~~=:.:0~1~i10~;fJ, and Cales :>l,,ct"-1:et-t'"" nit CovtQiO ~.,_ lilUT l!'('CttO \'♦ ~ ~------------" h 11e~TtO ~er weT~ ,.....,'!?., H:Q"t ltU ,....~ 0010 {NO-r..:,; H• ej, .. ..eer> w.e:-M,-r~ ,um ota"T JU f\.;.a..N oo,u tHCJi tt-i1Pt h. C~tT~lltO"t $11:U 011; OU T.SO ) 11 exuuce:0: <-C..tb-&W :im u 1~ ¥c,.;t1 l•-~ue: O.J.,TN fJt' Cotu! UilCk 'ttfltt 0. W--A'/le:,\ ')f «111:ROll~!!Jlt.,NH' ~ ~ ~ T)ol! l.t.At7 Olllf~ll~ Def-. l~'0-1(:(. , ... 1021ciw: \.o&I. !f4e&,-l, c~c • ~o-,we -. "r":M!Jli! o,, •&I'd•' ~• '"lOOJ •ca11 t>w e,e 1uc1 • Add the dimension and details of window#6 to the windows table. A5 . c) Window #6 included on window schedule. See 16/A.4 MECHANICAL COMMENTS: Ml. ""'-"'~=,.,_,,if the wash-dryer is gas, if so: M1 . a) Expanded key note #19 on A.2. + detail 15/A.5 a) For gas burning appliances in the closet, specify size, method, and source of combustion air at the storage room per CMC 701,0, M1 . b) Disregard per phone conv. w/ Plan Checker's. It doesn't occur anywhere. NewJADU 1061 Buena Vista Way April 17, 2025 ELECTRICAL COMMENTS: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25-018-319 Page 7 EI . Specify all 125-volt, single phase, 15-and 20-ampere receptacles in the kitchen to be GFCI protected. CEC 210.8. E2. In dwelling units, all 125-volt, single-phase, 15-and 20-AMP receptacles installed in the following locations shall have GFCI protection: E1 + E2 See electrical notes sheet A.2 a) b) Bathrooms Crawlspace c) Kitchen P1 . Disregard comments P1 ,P4,T2,G1 and S3. PLUMBING COMMEr Per Plan Checker's email May 16th, 2025. f r • P2. At showers, address the following: Not providing any guters. Is th s for flat roofs? Are roof drains required per code? Couldn't find City Pvlicy 84-35 P2. Shower head shown on West side of the North wall of the bathroom. Entrance is on the opposite side. Show the location of the shower head and control valves. Controls for the showerhead shall be located on the sidewall of the shower compartment so that the showerhead does not discharge directly at the entrance to the compartment per CPC 408.9. pec1 hose bibs to be protected with a nonremovable hose-bib-type backflow preventer, a nonremovable p _3 See added hose-bib-type vacuum breaker, or by an atmospheric vacuum breaker installed not less than 6 inches above note on Sheet A.2 the highest point of usage located on the discharge side of the last valve. CPC 603.5.7 ow ocat1on an ·R903.4 Roof Drainage Unless roofs ·e sioped to dra, ; over roof edcJes. roof drains st1,r; be ,ns:a::e,J a: eac,-:ow oo:nt of the ,cof. ROOF SLOPED TO DRAIN OVER ROOF EDGES GREEN BUILDING COMMENTS: P4. Disregard comments P1 ,P4 ,T2,G1 and S3. Per Plan Checker's email May 16th, 2025. GI. G1. Disregard comments P1 ,P4,T2,G1 and S3. Per Plan Checker's email May 16th, 2025. C ectnc NewJADU 1061 Buena Vista Way April 17, 2025 ENERGY COMPLIANCE COMMENTS: 1. T1. Orientation is correct. Discussed by email May 22nd, 2025. T2. Disregard comments P1 ,P4,T2,G1 and S3. Per Plan Checker's email May 16th, 2025. C Ii lCllllNGS 01 ., OJ N•mot , ... Col,st,w1',a" ·-""" l\-:!()11..l()fN,:, ,_,,k lNUTUllOH/~ ort: .. "' .......,.1 ( 0.iffluotoCH> ( , .. I ""' _,_ -.. Ate.11fh1·) ... City of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25-018-319 Page 8 e revise ., ~~IJ.Jht....-.. ltt'J 0 T3. Systems using gas or propane furnace to serve individual dwelling units shall include the following per CEnergyC 150.0(t): a) A dedicated 240 volt branch circuit wiring shall be installed within 3 feet from the furnace and T3. See Key note #24 on Sheet A.2 accessible to the furnace with no obstructions. The branch circuit conductors shall be rated at 30 amps minimum. The blank cover shall be identified as "240V ready." All electrical components shall be installed in accordance with the California Electrical Code. b) The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a future heat pump space heater installation. The reserved space shall be permanently marked as "For Future 240V use." T4. Systems using gas or propane cooktop to serve individual dwelling units shall include the following per CEnergyC 150.0(u): a) A dedicated 240 volt branch circuit wiring shall be installed within 3 feet from the cooktop and ~T-4-. s_e_e_K_e_y_n_o-te_#_2_4~ accessible to the cooktop with no obstructions. The branch circuit conductors shall be rated at 50 on Sheet A.2 amps minimum. The blank cover shall be identified as "240V ready." All electrical components shall be installed in accordance with the California Electrical Code. b) The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a future electric cooktop installation. The reserved space shall be permanently marked as "For Future 240V use." NewJADU 1061 Buena Vista Way April 17, 2025 Ci ty of Carlsbad-FIRST REVIEW City Permit No.: CBR2025-0850 True North No.: 25-0 I 8-3 I 9 Page 9 TS. Systems using gas or propane dryer to serve individual dwelling units shall include the following per CEnergyC 150.0(v): a) A dedicated 240 volt branch circuit wiring shall be installed within 3 feet from the dryer and accessible to the dryer with no obstructions. The branch circuit conductors shall be rated at 50 amps TS . See Key note #24 minimum. The blank cover shall be identified as "240V ready." All electrical components shall be on Sheet A.2 installed in accordance with the California Electrical Code. b) The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a future electric dryer installation. The reserved space sha11 be permanently marked as "For Future 240V use." STRUCTURAL COMMENTS: Sl. Per city form 864, a soils report is required for all new construction, additions, new detached ADUs, and retaining walls. Submit a soils report and incorporate the recommendations of the report into the design. a) Provide the geotechnical engineer's stamp and signature on the foundation plan and all sheets ~S-1-. -E-xp_e_m_p_t_p_e_r -G-ro_s_s~ containing foundation details confirming that the foundation plan, details, and specifications have Floor Area of 492 s.f. been reviewed and that it has been determined that the recommendations in the geotechnical report are properly incorporated into the plans. S2. Please clarify or revise the reference to match the actual grid layout: S3. Disregard comments P1 ,P4 ,T2,G1 and S3. Per Plan Checker's email May 16th, 2025. "As"ce 1:iswind i,..;,c~~Chpi :is, Pii"a. Chpl 30, Pt2 "'-'"' .......... m,._o, ... ~T~·~w~1m~1·~~~1>~nD10·· -----A-..,.._ ·-·~t1?M•,;i ~1•~ DESCRIPTION: Wind An&lr,,s .along Grid l:ne '"C'"" ,nos1 critical Geoe,31 Puion Values caic.E.A: \/ P .. .n::WndSi:«cal>ef~d~i•10<2 110,0 ~ UH-!""~~ ~,~m,.-.i ~~ i;«ua H! 0 ~ C-e::,l/plW\Cfj:)N r~ 1.e:-1 I; A.11~,WOIMl'siruc.ue,e:~ltK1H l,1:«i E1po4..,r1C1~p:?1'2'!!,7 ~t-G T~ltCFi1'30< ~ per:1-06 100 S4. Revise the foundation plan to show a 10-mil polyethylene or approved vapor retarder with joints lapped not less than 6 inches between the concrete slab floor and the base course or subgrade. CRC R506.2.3 S5. Please provide structural calculations for the stair stringers. Calculations should demonstrate that the ,stringers are adequate to support the imposed loads. a) Furthermore, it appears B 1 is to take stringer load. Ensure this is captured on the plans. If you have any questions regard ing the above comments, please contact Areli Sanchez via email arelis@tncservices.com, or telephone (562) 733-8030. [END] S2, S4 +S5 See Structural Engineer's response sheet. San Mina Engineering, Inc. May 16, 2025 www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0-105, Laguna Hills, CA 92637 Phone (9 49) 446-1417 & (949) 536-9645 PROJECT NO. 25-10119 STRUCTURAL ANALYSIS CITY J[. FOR JUNIOR ADU 1061 BUENA VISTA WAY CARLSBAD, CA 92008 CB R2025-0850 1063 BUENA VISTA WAY Second Dwelling Unit: DINITTO PROPERTIES: NEW ADDITION OF A (564 SF) JADU 1552511600 ._.,. 5/27/2025 CBR2025-0850 SUBJECT San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0-105, Laguna Hills, CA 92637 Phone (949) 446-1417 & (949) 536-9645 TABLE OF CONTENTS Design criteria and loads ....................... . Seismic design .. . References ...................................... . Limitation .......................................... . Members design .................. . May 16, 2025 PROJECT NO. 25-10119 PAGE San Mina Engineering, Inc. www.sanminaeng.com 243 10 Moulton Pkwy, Ste. 0-105, Laguna Hills, CA 92637 Phone (949) 446-1417 & (949) 536-9645 DESIGN CRITERIA: May 16, 2025 PROJECT NO. 25-10119 DESIGN METHOD: Structural design of elements and connections performed with Allowable Stress Design methodology, except where noted otherwise. The principles of engineering mechanics were used to design flexible diaphragms. Strength Design was used to design concrete elements. The structure addition and interior renovation are designed as self- supporting. Allowable stresses given in 2021 International Building Code (!BC) tables, Simpson Company Product Literature, and other proprietary product literature that relates to hardware and connectors utilized in gravity, wind, and earthquake resisting systems have been utilized at full tabulated values, unless noted otherwise. Adjustments to design values were made to reflect duration of load, member size, stability, tributary area and restraint at supports. Due to the unavailable information of SOILS REPORT, footing was designed based on 1500 psf per table 1806.2 of CBC . VERTICAL LOADS - Roof Dead Loads: DL = 15 psf. Roof Live Load= 20 psf. Floor Dead Loads: DL = 12 psf. Floor Live Loads: DL = 40 psf. LATERAL LOADS -SEISMIC: Seismic Design Requirements are per the 2003 National Earthquake Hazards Reduction Program Recommended Provisions for Seismic Regulations fo r New Buildings and Other Structures, also known as (2003 NEHRP Provisions), ASCE 7-16 Minimum Design Loads of Buildings and Other Structures (ASCE 7-16) R= 6.5 for plywood shear wall Seismic load governs due to the weight of the structure and roofing material. WORKMA SHIP & CONSTRUCTIO : Workmanship is assumed to be of average to good quality; performed by responsible, properly licensed, and competent personnel. Provisions shall be made for all adjoining construction. Contractor is responsible for all job site conditions during the course of construction of this project including bracing temporary structures, shoring, protecting excavations and safety of all persons on the job site for all partially completed portions of work. REFERENCES: American Institute of Architects (AJA), Architectural Graphic Standards, 7th Edition San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0-105, Laguna Hills, CA 92637 Phone (949) 446-141 7 & (949) 536-9645 May 16, 2025 PROJECT NO. 25-10119 American Institute of Steel Construction (AISC) -Steel Construction Manual, 8th Edition American Institute of Timber Construction (AITC) -Timber Construction Manual, 3rd Edition AITC -117-2004 Standard Specifications for Structural Glued Laminated Timber of Softwood Species American Forest & Paper Association/ American Wood Council, (AFPA/ A WC) 20 IS National Design Specification for Wood Construction-(NOS) AFPA/ A WC, 20 IS NOS Supplement -Design Values for Wood Construction American Plywood Association (APA), 1997 Plywood Design Specification American Society of Civil Engineers -ASCE 7-16, Minimum Design Loads of Buildings and Other Structures (ASCE 7-16) Amrhein, J.E., Reinforced Masonry Engineering Handbook, 4th Edition Brater & King, Handbook of Hydraulics, 6th Edition Breyer, D.E., Design of Wood Structures ENERCALC Engineering Software, ENERCALC Structural Engineering Library, version 6.11.12.12, per www .enercalc.com ENERCALC Engineering Software, RETAIN-PRO 2010 -per www.enercalc.com International Code Council (ICC) -International Building Code, 202 1 Edition (2021 IBC or IBC). California Building Code, 2022 Edition (2022 CBC or CBC). National Earthquake Hazards Reduction Program (NEHRP) -NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (2003 NEHRP Provisions). Rice, Hoffman, Gustafson & Gouwens, Structural Design Guide to the ACI Building Code, 3rd Edition Shipp, John, Timber Design, Parts I & II, Structural Engineering License Review Notes Structures and Codes Institute, S.K. Ghosh Associates, Inc, CodeMaster -Seismic Design Structures and Codes Institute, S.K. Ghosh Associates, Inc, CodeMaster-Wind Design Structures and Codes Institute, S.K. Ghosh Associates, Inc, CodeMaster -Allowable Stress Design for Masonry Simpson Strong-Tie Company, Wood Construction Connectors 2011-12; Catalog C-2011 and Catalog C-20 I 0 Simpson Strong-Tie Company, Strong-Wall Shearwalls Catalog C-SW09 Simpson Strong-Tie Anchor Systems, Anchoring and Fastening Systems for Concrete and Masonry Catalog SAS-2009. USGS Spectral Response Acceleration Parameter calculator, per http://earthquake.usgs.gov/research/hazmaps/design/ Weyerhauser Company, i-Level Forte Software, version 3.0. San Mina Engineering, Inc. www.sanminaeng.com 24310 Moulton Pkwy, Ste. 0-105, Laguna Hills, CA 92637 Phone (949) 446-141 7 & (949) 536-9645 LIMITATION May 16, 2025 PROJECT NO. 25-10119 The analysis and methodology in this report are based on field exploration, investigation, the procedures per CBC 2022 and ASCE7-16 and our understanding of the proposed construction. Our recommendation, field investigation, calculation, structural details, and conclusions are intended solely for the proposed referenced development. It is possible that a slight variation between existing site condition herein this Study and the actual development, therefore, should the proposed final condition changed, this report shall be revised by San Mina Engineering so that we may review the situations that exist and make supplementary recommendations as needed. In addition, our firm should be notified if the scope of the proposed construction, including the location of the proposed building location changes. No other representation, express or implied, and no warranty or guarantee is included or intended by virtue of the services performed or reports, opinion, documents or otherwise supplied. San Mina Engineering shall not be responsible for any damage that may be caused due to any site improvement or after the site is developed including but not limited to grading improvement, landscaping improvement, other lot improvement or due to the use of the proposed building, furthermore, any alterations, modifications, or changes to any structural element shall be consulted with San Mina Engineering. Changes in applicable or appropriate standards may also occur whether as a result of litigation, application or the broadening of knowledge, therefore, this report is indicative of only those conditions tested at the time of the subject investigation and the findings of this report may be invalidated fully or partially by changes outside the control of San Mina Engineering. This report is therefore subject to review and should not be relied upon after a period of two years. If this report or portions thereof are provided to contractors or included in specifications, it should be understood by all parties that they are provided for information only and should be used as such. This report was developed and written for Mrs. Dinitto only for the proposed development described herein. Laboratory testing, field investigation and conclusions in this report are intended solely for the proposed referenced development. We are not responsible for technical interpretations made by contractors, others, or exploratory information that has not been described or documented in this report. Should any question arise, please contact. San Mina Engineering @ 24310 Moulton Pkwy Suite 0-105 Laguna Hills, CA. 92637 Tell: 949-446-1417. 10/17/24, 9:19 PM U.S. Seismic Design Maps USGS web services were down 1or some period of time am! as a result th:s toe! wasn·t operational, resulting in timeout error. USGS web s€:rvices are now operational so this tool should work as ex.pec.ted. 1061 Buena Vista Way_Carlsbad 1061 Buena Vista Way, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1686949, -117.3474526 Date Design Code Reference Document 1.058 0.384 s.,s 1.27 s.,, null -See Section 11.4.8 Sos 0.847 So1 null-See Section 11.4.8 Type Value soc null-See Section 11.4.8 j Fa 1.2 , F..., null -See Section 11.4.8 i PGA 0.466 i FPGA 1.2 PGAM 0.559 TL 8 : SsRT 1.058 SsUH 1.181 SsD 1.5 S1RT 0.384 S1UH 0.423 S1D 0.6 PGAd 0.564 PGAuH 0.466 CRs 0.896 CR1 0.907 Cv 1.312 https://www.seismicmaps.org i ! ' fv1errywood Apartments ,~l The Arqor: ,Q 1: !' .~~"""""'-i Knowles Ave 10/1 7/2024, 9:19:46 PM ASCE7-16 D -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s Vertical coefficient OSHPD ~ Buena Vista Elementary School Cynthia Ln 1/2 V ~ j\ xl X c;x hf I ~ 4 GY;d lfle CD ~ ~~ 3 ,9 +z,tz :: 6-1i2-k \j :::: o, II 19 X W = o f 7 'i;' K T= v x 14 _ o(7J-x1~ I & { /-/6 . E-" T = @ f 6 5 'K Ute f/Dll4 ®e(Ld ~ / •1 ,/ Rool ( £!(+. ~ fl 219 ~ 2: x) 5-+ ~ 5""X zl. X J 2 -r l.f: X2X~ X 11 Vivt 1 'f-S h,VM/::: / ' ] 2-:= / 0 0 /I-= /fl- ! } ,2,, U;,e 5~ uJtd{ 7tre & -'? CP.f•.r_;t<j ::-~4° #/!J V r( T UM1+ s ~V' = o ,7 f 15, l- )t J'I .;TJ )t I 9 'a ;: 1"<1 J 5oJ. 9 XJ v.o \.{,P.Jp-Vq?) 1 3G.G lSd 9·5x9G·g asn ff ):;Ii 002 .:::: 0 ry X :::1 :: I I 1 i3/-;i o 9 = c. l X ¾; :::-7,, (J >( I I I \ /::=r' ,. .J ~ o // 7/ (3) I # .:.d, '(1 o IX 2 d-5)1 -ef/# [ ~ = 0 17 )( # :; 7 '1 ~ 5,< f. 1.#tt (✓I r/,";Y fl,,,,f ./ I' (j ,P,.. L -:::-I 7 ,x. /7 -;-l;J: K 1 2.. + ~ x , s p 1 L L '( :::: 1/ x 2,o :::: 2 6 o 'i""/fl Project Title: Engineer: Project ID: Project Descr: I ASCE 7-16 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 Project File: 1061 buena vista_carlsbad_013718.EC6 LIC#: KW-06013718, Build:20.24.10.30 San Mina Engieering (c) ENERCALC, LLC 1982-2024 DESCRIPTION: Wind Analysis along Grid line "1" -most critical General Design Values 110.0 mph 10.0 psf Calculations per ASCE 7-16 V : Basic Wind Speed per Sect 26.5-1 or 2 User specified minimum design pressu Occupancy per Table 1.5-1 II All Buildings and other structures except those listed Exposure Category per 26. 7 Topographic Factor Kzt per 26.8 Main Force Resisting System Valu MRH : Mean Roof Height Roof Rise:Run Ratio Lambda MWFRS : per Figure 26. Design Wind Pressures Horizontal Pressures . Zone: A 29.1 6 psf Zone: B -10.00 psf Vertical Pressures ... Zone: E -27.95 psf Zone: F -18.27 psf Overhangs ... Zone: Eoh = -39.08 psf Exposure C 1.00 12.0 ft 3:12 1.21 Zone: C Zone: D Zone: G Zone: H Zone: Goh = Component & Cladding Values Effective Wind Area of Component & Clad, 10.0 ft"2 Roof pitch for cladding pressu Flat/Hip/Gable Roof LHD : Least Horizontal Dimension ft a = max (0.04 * LHD , 3, min(0.10 * LHD, 0.4*MRH)) 3.00 ft Lambda Component & Cladding : per Figur1 1.21 19.36 psf -10.00 psf -19.36 psf -13.92 psf -30.61 psf ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.5.3 shall not be less than a minimum load defined by assuming the pressures, ps, for zones A and C equal to +16 psf, Zones Band D equal to +8 psf, while assuming ps for Zones E, F, G, and Hare equal to O psf. Component & Cladding Design Wind Pres! Design Wind Pressure = Lambda * Kzt * Ps30 pe. Roof Pressures ~ Negativ!! Overhang Pressures NegaUve Zone 1 10.769 -41 .987 psf Zone 1 -37.994 psf Zone 1' 10.769 -24.079 psf Zone 1' -37.994 psf Zone 2 10.769 -55.297 psf Zone 2 -51.304 psf Zone 2e psf Zone 2e *** psf Zone 2n psf Zone 2n *** psf Zone 2r psf Zone 2r *** psf Zone 3 10.769 -75.383 psf Zone 3 -71.390 psf Zone 3e *** psf Zone 3e *** psf Zone 3r psf Zone 3r *** psf Wall Pressures Wall Zone 4 : 26.378 -28.556 psf '*** : There is no value in Figure 30.4-1 Tabular Values Wall Zone 5 : 26.378 -35.211 psf Project Title: Engineer: Project ID: Project Descr: Wood Beam Project File: 1061 buena vistajadu_013718.EC6 UC#: KW-06013718, Build:20.25.02.26 DESCRIPTION: 8-1 San Mina Engieering (c) ENERCALC, LLC 1982-2025 CODE REFERENCES Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination: ASCE 7-16 Fb + 2900 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing fl 4 iLevel Truss Joist Parallam PSL 2.2E Fb - Fe -Prll Fe -Perp Fv Ft Beam is Fully Braced against lateral-torsional buckling v D(0.06J L(0.2) 5.25x9.5 Span= 16.0 ft 2900 psi Ebend-xx 2200ksi 2900 psi Eminbend -xx 1118.19ksi 750 psi 290 psi 2025 psi Density 45.07pcf v l Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.060, L = 0.20 , Tributary Width= 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.450 1 Maximum Shear Stress Ratio Section used for this span 5.25x9.5 Section used for this span fb : Actual = 1,340.20psi fv: Actual F'b = 2,976.18psi F'v Load Combination Load Combination +D+L Location of maximum on span = 8 000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.359 in Ratio= 534 >=360 Span: 1 : L Only Max Upward Transient Deflection 0 in Ratio= 0 <360 n/a Max Downward Total Deflection 0.495 in Ratio= 387>=180 Span: 1 : +D+L Max Upward Total Deflection 0 in Ratio= 0 <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Jiilax S!ress Ra!1os Jiilomen! 'values Segment Length Span# M V CD CM Ct CLx CE Cfu c. Cr M fb I DOnly Length = 16.0 ft 0.137 0.063 0.90 1.00 1.00 1.00 1.026 1.00 1.00 1.00 2.42 367.7 +D+L 1.00 1.00 1.00 1.026 1.00 1.00 1.00 Length = 16.0 ft 0.450 0.207 1.00 1.00 1.00 1.00 1.026 1.00 1.00 1.00 8.82 1,340.2 +D+0.750L 1.00 1.00 1.00 1.026 1.00 1.00 1.00 Length = 16.0 ft 0.295 0.136 1.25 1.00 1.00 1.00 1.026 1.00 1.00 1.00 7.22 1,097.1 +0.60D 1.00 1.00 1.00 1.026 1.00 1.00 1.00 Length = 16.0 ft 0.046 0.021 1.60 1.00 1.00 1.00 1.026 1.00 1.00 1.00 1.45 220.6 = = = = = F'b 0.0 2,678.6 0.0 2,976.2 0.0 3,720.2 0.0 4,761 .9 0.207: 1 5.25x9.5 60.02 psi 290.00 psi +D+L 15.241 ft Span# 1 Sfiear 17alues V fv F'v 0.00 0.0 0.0 0.55 16.5 261 .0 0.00 0.0 0.0 2.00 60.0 290.0 0.00 0.0 0.0 1.63 49.1 362.5 0.00 0.0 0.0 0.33 9.9 464.0 Wood Beam LIC#: KW-06013718, Build:20.25.02.26 DESCRIPTION: B-1 Overall Maximum Deflections Span Load Combination 1 +D+L Vertical Reactions Load Combination Max Upward from all Load Cond1t1ons Max Upward from Load Combinations Max Upward from Load Cases D Only +D+L +D+0.750L +0.60D L Only Project Title: Engineer: Project ID: Project Descr: Project File: 1061 buena vistajadu_013718.EC6 San Mina Engieering (c) ENERCALC, LLC 1982-2025 Max. Location Load Combination Max. Location "-" Defl in Span "+" Defl in Span 0.4954 8.058 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 2.205 2.205 2.205 2.205 1.600 1.600 0.605 0.605 2.205 2.205 1.805 1.805 0.363 0.363 1.600 1.600 Project Title: Engineer: Project ID: Project Descr: Wood Beam Project File: 1061 buena vistajadu_013718.EC6 UC#: KW-06013718, Build:20.25.02.26 DESCRIPTION: Floor Joists CODE REFERENCES Calculations per NOS 2018, IBC 2021, SDPWS 2021 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination : ASCE 7-16 Wood Species Wood Grade Douglas Fir-Larch No.1 San Mina Engieering Fb + Fb - Fe -Prll Fe -Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling 0(0_016) L(0.053) 2x10 Span = 10.0 ft 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi (c) ENERCALC, LLC 1982-2025 E : Modulus of Elasticity Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.210pcf Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0160, L = 0.0530 , Tributary Width = 1.0 ft DESIGN SUMMARY •tMH,i"H Maximum Bending Stress Ratio = 0.340: 1 Maximum Shear Stress Ratio Section used for this span 2x10 Section used for this span fb: Actual = 504.94psi fv: Actual F'b = 1,485.00psi F'v Load Combination Load Combination +D+L Location of maximum on span = 5.000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.076 in Ratio= 1583>=360 Span: 1 : L Only Max Upward Transient Deflection 0 in Ratio= 0 <360 n/a Max Downward Total Deflection 0.103 in Ratio= 1165>=180 Span: 1 : +D+L Max Upward Total Deflection 0 in Ratio= 0 <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination II/lax Stress Ra!tos l'ii'lomen! Values Segment Length Span# M V CD CM Ct CLx CE Cfu Ci Cr M fb DOnly Length= 10.0 ft 0.100 0.057 0.90 1.00 1.00 1.00 1.100 1.00 1.00 1.00 0.24 133.3 +D+L 1.00 1.00 1.00 1.100 1.00 1.00 1.00 Length= 10.0 ft 0.340 0.194 1.00 1.00 1.00 1.00 1.100 1.00 1.00 1.00 0.90 504.9 +D+0.750L 1.00 1.00 1.00 1.100 1.00 1.00 1.00 Length = 10.0 ft 0.222 0.127 1.25 1.00 1.00 1.00 1.100 1.00 1.00 1.00 0.73 412.0 +0.60D 1.00 1.00 1.00 1.100 1.00 1.00 1.00 Length= 10.0 ft 0.034 0.019 1.60 1.00 1.00 1.00 1.100 1.00 1.00 1.00 0.14 80.0 = = = = = F'b 0.0 1,336.5 0.0 1,485.0 0.0 1,856.3 0.0 2,376.0 0.194: 1 2x10 32.96 psi 170.00 psi +D+L 0.000 ft Span# 1 Shear Values V fv F'v 0.00 0.0 0.0 0.08 8.7 153.0 0.00 0.0 0.0 0.30 33.0 170.0 0.00 0.0 0.0 0.25 26.9 212.5 0.00 0.0 0.0 0.05 5.2 272.0 Wood Beam UC#: KW-0601 3718, Build:20.25.02.26 DESCRIPTION: Floor Joists Overall Maximum Deflections Span Load Combination 1 +D+L Vertical Reactions Load Combination Max Upward from all Load Cond1t1ons Max Upward from Load Combinations Max Upward from Load Cases D Only +D+L +D+0.750L +0.600 L Only Project Title: Engineer: Project ID: Project Descr: Project File: 1061 buena vistajadu_013718.EC6 San Mina Engieering (c) ENERCALC, LLC 1982-2025 Max. Location Load Combination Max. Location "-" Defl in Span "+" Defl in Span 0.1030 5.036 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 0.360 0.360 0.360 0.360 0.265 0.265 0.095 0.095 0.360 0.360 0.294 0.294 0.057 0.057 0.265 0.265 Project Title: Engineer: Project ID: Project Descr: Wood Column Project File: 1061 buena vista_jadu_013718.EC6 LIC#: KW-06013718, Build:20.25.02.26 DESCRIPTION: Post for B-1 San Mina Engieering (c) ENERCALC, LLC 1982-2025 Code References Calculations per NOS 2018, IBC 2021 , SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information Analysis Method Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height ( Used for non-slender calculation.s) Wood Species Douglas Fir-Larch Wood Grade No.1 Fb + Fb - Fe -Prll Fe -Perp 1350 psi 1350 psi 925 psi 625 psi Fv Ft Density 8 ft 170 psi 675 psi 31 .21 pcf Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly 6x6 Graded Lumber Sawn 5.50 in Allow Stress Modification Factors 5.50 in Cf or Cv for Bending 1.0 30.250 inA2 Cf or Cv for Compressio1 1.0 76.255 inA4 76.255 inA4 Cf or Cv for Tension Cm : Wet Use Factor Ct : Temperature Fact Cfu : Flat Use Factor 1.0 1.0 1.0 1.0 E : Modulus of Elasticity ... x-x Bending y-y Bending Axial Kf : Built-up columns 1.0 Basic Minimum 1600 1600 580 580 1600 ksi Use Cr : Repetitive ? Column Buckling Condition: Fully braced against buckling ABOUT X-X Axis Fully braced against buckling ABOUT Y-Y Axis No Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 52.450 lbs* Dead Load Factor AXIAL LOADS ... Axial Load at 8.0 ft, D = 0.610, L = 1.60 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination 0.08086: 1 +D+L Comp Only, fc/Fc' Governing NOS Forumla Location of max.above base At maximum location values are . Applied Axial Applied Mx Applied My Fe : Allowable PASS Maximum Shear Stress Ratio= Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results 0.0 ft 2.262 k 0.0 k-ft 0.0 k-ft 925.0 psi 0.0 : 1 +0.60D 8.0 ft 0.0 psi 272.0 psi Maximum SERVICE Lateral Load Reactions .. Top along Y-'l 0.0 k Bottom along Y-Y Top along X-X 0.0 k Bottom along X-X Maximum SERVICE Load Lateral Deflections ... Along Y-Y 0.0 in at 0.0 ft above base for load combination : n/a Along X-X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... ~ Compression 0.0 k 0.0 k Tension Co Cp Maxim!Jm 8xi;;!I + B!lnding Str!;lsi; Ratio~ M;;!xim!Jm Shear R2!io~ Load Combination D Only +D+L +D+0.750L +0.60D Maximum Reactions Load Combination D Only +D+L +D+0.750L 0.900 1.000 1.000 1.000 1.250 1.000 1.600 1.000 X-X Axis Reaction @Base @Top Stress Ratio Status Location 0.02631 PASS 0.0ft 0.08086 PASS 0.0ft 0.05325 PASS 0.0ft 0.008878 PASS 0.0ft k Y-Y Axis Reaction @ Base @Top Axial Reaction @Base 0.662 2.262 1.862 Stress Ratio Status Location 0.0 PASS 8.0 ft 0.0 PASS 8.0ft 0.0 PASS 8.0 ft 0.0 PASS 8.0 ft Note: Only non-zero reactions are listed. My -End Moments k-ft Mx -End Moments @ Base @Top @ Base @Top Wood Column LIC#: KW-06013718, Build:20.25.02.26 DESCRIPTION: Post for B-1 Maximum Reactions Load Combination +0.60D L Only X-X Axis Reaction @ Base @Top Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection D Only 0.0000 in +D+L 0.0000in +D+0.750L 0.0000in +0.60D 0.0000 in L Only 0.0000 in Sketches 5.50 in Project Title: Engineer: Project ID: Project Descr: Project File: 1061 buena vistajadu_013718.EC6 San Mina Engieering k Y-Y Axis Reaction @ Base @ Top Axial Reaction @Base 0.397 1.600 (c) ENERCALC, LLC 1982-2025 Note: Only non-zero reactions are listed. My -End Moments k-ft Mx -End Moments @ Base @ Top @ Base @ Top Distance Max. Y-Y Deflection Distance 0.000ft 0.000 in 0.000 ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft 2210k 22101( +X Project Title: Engineer: Project ID: Project Descr: Wall Footing Project File: 1061 buena vista_jadu_013718.EC6 LIC#: KW-06013718, Build:20.25.02.26 San Mina Engieering (c) ENERCALC, LLC 1982-2025 DESCRIPTION: Exterior wall along gris lines 1 & 2 Code References Calculations per ACI 318-19, IBC 2021 Load Combinations Used : ASCE 7-16 General Information Material Properties fc : Concrete 28 day strength fy : Rebar Yield Ee : Concrete Elastic Modulus Concrete Density cp Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor AutoCalc Footing Weight as DL : Dimensions Footing Width Wall Thickness Wall center offset from center of footing Applied Loads 7-13116" 1.30 ft 6in Oin D 3.0ksi 60.0 ksi 3,122.0 ksi 145.0 pcf 0.90 0.750 0.00180 1.0 : 1 1.0 : 1 Yes Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Reference Depth below Surface Allow. Pressure Increase per foot of depth when base footing is below Increases based on footing Width Allow. Pressure Increase per foot of width when footing is wider than Adjusted Allowable Bearing Pressure Reinforcing Footing Thickness 24.0in Bars along X-X Axis Rebar Centerline to Edge of Concrete ... at Bottom of footing = 3.0 in Lr L s Bar spacing Reinforcing Bar Size w E P : Column load OB : Overburden 0.5440 0.260 0.20 V-x M-zz Vx applied in above top of footing 1.50 ksf No 100.0 pcf 0.30 ft ksf ft ksf ft 1.50 ksf 4.00 # 5 H k ksf k k-ft Project Title: Engineer: Project ID: Project Descr: Wall Footing Project File: 1061 buena vistajadu_013718.EC6 UC#: KW-06013718, Build:20.25.02.26 San Mina Engieering (c) ENERCALC, LLC 1982-2025 DESCRIPTION: Exterior wall along gris lines 1 & 2 DESIGN SUMMARY PASS PASS PASS Factor of Safety n/a n/a n/a Item Overturning -Z-Z Sliding -X-X Uplift Utilization Ratio Item PASS PASS PASS 0.6492 0.001260 0.000607 PASS N/A PASS N/A Detailed Results Soil Bearing Rotation Axis & Load Combination ... D Only +D+L +D+Lr +D+0. 750Lr+0. 750L +D+0.750L +0.60D Overturning Stability Rotation Axis & Load Combination ... Footing Has NO Overturning Sliding Stability Force Application Axis Load Combination ... Footing Has NO Sliding Footing Flexure Soil Bearing Z Flexure (+X) Z Flexure (-X) 1-way Shear (+X) 1-way Shear (-X) Applied 0.0 k-ft 0.0 k 0.0 k Applied 0.9738 ksf 0.1059 k-ft 0.05101 k-ft N/A psi N/A psi Gross Allowable 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf 1.50 ksf Overturning Moment Sliding Force Xecc 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in 0.0 in --•#Wiei•lt-- Capacity Governing Load Combination 0.0 k-ft No Overturning 0.0 k No Sliding 0.0 k No Uplift Capacity Governing Load Combination 1.50 ksf +O+0. 750Lr+O. 750L 84.069 k-ft +1 .20D+1 .60Lr+L 84.069 k-ft +0.900 50.785 psi 50.785 psi Actual Soil Bearing Stress -X +X 0. 7085 ksf 0. 7085 ksf 0.8623 ksf 0.8623 ksf 0.9085 ksf 0.9085 ksf 0.9738 ksf 0.9738 ksf 0.8238 ksf 0.8238 ksf 0.4251 ksf 0.4251 ksf Resisting Moment Stability Ratio N/A N/A Actual / Allowable Ratio 0.472 0.575 0.606 0.649 0.549 0.283 Units : k-ft Status Resisting Force Sliding SafetyRatio Status Flexure Axis & Load Combination Mu Which Tension@ Bot. As Req'd Gvrn. As Actual As Phi*Mn +1.400 +1.400 +1.20D+0.50Lr+1 .60L +1.20O+0.50Lr+1 .60L +1 .20O+1 .60L +1 .20O+1 .60L +1.20O+1 .60Lr+L +1.20O+1 .60Lr+L +1.20O+1 .60Lr +1.20O+1 .60Lr +1.20O+L +1.20D+L +1.200 +1 .200 +1.20D+0.50Lr+L +1 .20D+0.50Lr+L +0.90D +0.90D One Way Shear Load Combination ... +1 .40D +1 .20D+0.50Lr+1 .60L +1 .20D+1 .60L +1.20D+1 .60Lr+L +1 .20D+1.60Lr k-ft Side ? or Top? 0.07935 -X Bottom 0.07935 +X Bottom 0.09571 -X Bottom 0.09571 +X Bottom 0.08771 -X Bottom 0.08771 +X Bottom 0.1059 -X Bottom 0.1059 +X Bottom 0.09361 -X Bottom 0.09361 +X Bottom 0.08032 -X Bottom 0.08032 +X Bottom 0.06801 -X Bottom 0.06801 +X Bottom 0.08832 -X Bottom 0.08832 +X Bottom 0.05101 -X Bottom 0.05101 +X Bottom vu @-X vu@+X 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi inA2 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 0.5184 vu:Max 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi inA2 Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Min Temp % Cl>vn 50.8 psi 50.8 psi 50.8 psi 50.8 psi 50.8 psi inA2 k-ft Status 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK 0.93 84.069 OK Units : k vu I~ vn Status 0.000 OK 0.000 OK 0.000 OK 0.000 OK 0.000 OK Project Title: Engineer: Project ID: Project Descr: Wall Footing UC#: KW-06013718, Build:20.25.02.26 San Mina Engieering DESCRIPTION: Exterior wall along gris lines 1 & 2 One Way Shear Load Combination ... +1.20D+L +1.20D +1 .20D+0.50Lr+L +0.90D vu@ -X vu@+X 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi 0.0 psi vu :Max 0.0 psi 0.0 psi 0.0 psi 0.0 psi Project File: 1061 buena vista_jadu_013718.EC6 <I> vn 50.8 psi 50.8 psi 50.8 psi 50.8 psi (c) ENERCALC, LLC 1982-2025 vu /~vn 0.000 0.000 0.000 0.000 Units : k Status OK OK OK OK '-'FORTE WEB SOLUTIONS REPORT Level, Floor: Joist Current Solution: 1piece(s)91/2" TJI® 210@ 16" OC Overall Length: 12' 7" PASSED + + 0-----'---------------------------------'--0 12' GJ Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location Alowed Result LOF Member Reaction (lbs} 416@ 3 1/2" 1005 (1.75") Passed (41%} 1.00 Shear (lbs) 416@ 3 1/2" 1330 Passed (31 %} 1.00 Moment (Ft-lbs) 1248 @ 6' 3 1/2" 3000 Passed (42%} 1.00 Live Load Defl. (in) 0.128@ 6' 3 1/2" 0.300 Passed (L/999+) -- Total Load Dell. (in) 0.167@ 6' 3 1/2" 0.600 Passed (L/862) -- TI-Pro'" Rating 46 40 Passed -- Tl-Pro'" Rating Modifiers Decking Material I Decking Attachment Method I Strapping Type 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) I Glued And Nailed I None All Product Solutions Depth Serles 11 7/8" TJI® 110 9 1/2" TJI® 210 Load: Combination (Pattern) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) -- I Ceiling Type I Bridging / Blocking I None I No Plies Spacing 1 24" 1 16" I I Member Length : 12' System : Floor Member Type : Joist Building Use : Residential Building Code : !BC 2021 Design Methodology : ASD Perpendicular I Pour Flooring Partitions Overlay No I No Tl-Pro'" Rating Cost Index 45 0.46 * 46 0.75 The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal purposes. ForteWEB Software Operator Amgad Benjamin San Mina Engineering (949) 446-1417 ab@sanminaeng.com Job Notes A Weyerhaeuser 5/17/2025 3:59:53 AM UTC ForteWEB v3 .9, Engine: VB.4.3.94, Data: VB.1.7.3 File Name: Buena Vista_JADU Page 1 / 1 '-I FORTE WEB MEMBER REPORT Level, Roof: Joist 1 piece(s) 11 7 /8" TJI® 110 @ 16" OC Sloped Length: 23' 7 7116" PASSED + + 0 ---'-------------------------------'----0 12 3j 22' [TI ~ Drawing is Conceptual. All locations are measured from the outside face of le~ support (or le~ cantilever end). All dimensions are horizontal (typ.). Design Results Actual @ Location AUowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 542@ 4 1/2" 1719 (3.50") Passed (32%) 1.25 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 520@ 5 1/2" 1950 Passed (27%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2904 @ 11' 5 1/2" 3950 Passed (74%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Def!. (in) 0.606@ 11' 5 1/2" 1.142 Passed (L/453) --1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 1.074@ 11' 5 1/2" 1.523 Passed (L/255) --1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (l./240) and TL (l./180). • Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supporu (lbs) Supports Total Available Required Dead Roof Live factored Accessories I -Beveled Plate -DF 5.50" 5.50" 1.75" 236 306 542 Blocking 2 -Beveled Plate -DF 5.50" 5.50" 1.75" 236 306 542 Blocking • Blocking Panels are assumed to cany no loads applied directly above them and the full load IS applied to the member being des,gned. Lateral Bracing Bracing Intervals Top Edge (Lu) 3' 3" o/c Bottom Edge (Lu) 23' 7" o/c • TI! joists are only analyzed using Maximum Allowable bracing solutions. •Maximum allowable bracing intervals based on applied load. Comments •Dimensions for lateral bracing intervals are measured along the length of the member for sloped conditions. Dead Roof Live Vertical Load Location Spacing (0.90) (1.25) 1 -Uniform (PSF) o to 22' 11" 16" 15.0 20.0 Weyerhaeuser Notes Comments Default Load DetaHs RI RI Member Length : 23' 10 7/16" System : Roof Member Type : Joist Building Use : Residential Building Code : !BC 2021 Design Methodology : ASD Member Pitch: 3/12 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Amgad Benjamin San Mina Engineering (949) 446-1417 A ab@sanminaeng.com Weyerhaeuser 3/27/2025 4: 12:56 AM UTC ForteWEB v3.9, Engine: VS.4.3.94, Data: V8,l.7.3 File Name: Buena Vista_JADU Page 1 / 2 ~FORTE WEB' Trus Joist~) Construction Detail Report Buena Vista_JADU Shear blocking: 1 la" T J"' Rim Board (with depths s 16"), 1 ¼"or 1 ½" TimberStrand"' LSL or T JI® joist. ee ForteWEB Software Operator Amgad Benjamin San Mina Engineering (949) 446-1417 ab@sanminaeng.com Web Stiffener required on both sides at R1W ONLY ½ member length or½ backspan maximum Job Notes A Weyerhaeuser 3/27/2025 4: 13:51 AM UTC ForteWEB v3.9 File Name: Buena Vista_JADU Page 2 / 2 {'city of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov PURPOSE This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The 8-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Build ing Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. Application Information Project Name/Building Permit No.: Buena Vista Way Addition BP No.: Date: Property Address/APN: 155-251-16-00 Applicant Name/Co.: George Gilli Applicant Address: 2035 Broadaway Contact Phone: 619 306-2289 Contact Email: geogilli@yahoo.com Contact information of person completing this checklist (if different than above): Name: Company name/address: B-50 CITY Contact Phone: C Page 1 o CBR2025-0850 1063 BUENA VISTA WAY Second Dwelling Unit: DINETTO PROPERTIES: NEW ADDITION OF A (564 SF) JADU 1552511600 4/8/2025 CBR2025-0850 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data" as published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC). Building Permit Valuation (BPV) $ breakdown ___________ _ Construction Type Complete Sectlon(s) Notes: [jJ Residential D New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU D Additions and alterations: D BPV < $60,000 N/A All residential additions and alterations II BPV c $60,000 1A,4A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are D BPV c $200,000 1A, 4A* removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 28* *Multi-family dwellings only where c$1,000,000 BPV AND BPV ~ $1,000,000 affecting ~75% existing floor area D Nonresidential and hotels/motels D New construction 1 B, 28, 38, 48 and 5 D Alterations: D BPV c $200,000 or additions~ 18,5 1,000 square feet D BPV c $1 ,000,000 18,28,5 Building alterations of c 75% existing gross floor area c 2,000 sq . ft. new roof addition 28,5 1 B also applies if BPV c $200,000 Instructions: 1. Choose first between residential or non-residential based on the type of project being submitted. 2. Next chose between new construction or addition/alteration for residential or non-residential. 3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project. 4. Appropriate details must be included on the plans for selections made. EXAMPLE: Scope of work includes a new, 2 story, single family residential structure. I The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be applicable. (Solar PV, water heating, EV charging) The• indicates that new detached ADU 's are included. EXAMPLE: Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars. The selections would be: Non-residential and Alteration BPV c $1,000,000. CAP sections 1 B, 2B and 5 would be applicable to this project. (Energy efficiency, Solar PV and Transportation Demand Management (TOM)*) 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. 3 Checklist Item Check the ~le boxes, explain al nd applicable and exception items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Section 18.30 .060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A. i] Residential addition or alteration .? $60,000 building permit valuation. Details of selection chosen below must be placed on the plans referencing CMC 18.30.060. D N/A ________ _ □ Exception: Home energy score ~7 (attach certification) Year Built Single-family Requirements Multi-family Requirements I!!!! Before 1978 Select one option: □ Duct sealing □ Attic insulation □Coolroof □ Atticinsulation □ 1978 and later Select one option: □ Lighting package □ Waterheating package □ Between1978-1991 Select one option: □ Duct sealing □ Attic insulation D Cool roof □ 1992 and later Select one option: □ Lighting package □ Water-heating package B. 0 New Nonresidential construction (including additions over 1,000sf), new hotel/motel construction AND alterations.? $200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix A5. At least one measure from each applicable building component required. □ N/A ________ _ AS.203.1.1 Choose one: D Outdoor lighting D Restaurant service water heating (Section 140.5 of the CEC) D Warehouse dock seal doors D Daylight design PAFs D Exhaust air heat recovery 0 N/A ---------- AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget (Projects with indoor lighting AND mechanical} □ N/A ________ _ AS.211 .1 *• □ On-site renewable energy: 0 N/A ________ _ AS.211 .3 .. □ Green power: (If offered by local utility provider, 50% minimum renewable sources} □ N/A A5.212.1 □ Elevators and escalators:(Projed with more than one elevator oc two escalators) □ N/A AS.213.1 □ Steel framing: (Provide details on plans for options 1-4chosen) □ N/A _______ _ * High-rise residential buildings are 4 or more stories. ** For alterations~ $1 ,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply with Section 18.030.040 of the CMC (section 28 below) instead. 4 3. Water Heatin A. Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1(c)8 or 170.2(d) of the CEC when completing this section. Provide complete details on the plans. Residential new construction and alterations: !!!I Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving individual units, choose one system: □ Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. □ Heat pump water heater meeting NEEA Advanced Water Heatin g Specification Tier 3 or higher. □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Gas or propane system with a solar water hearing system and recirculation system. For systems serving multiple units, choose one system: □ Heat pump water heating system with recirculation loop tank and electric backup. □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction , plus drain water heat recover OR: □ System meets performance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from on-site solar or recovered energy. □ Exception: _____________________________________ _ B. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020 and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details on the plans. 1. Non-residential: □ Required: Water heating system derives at least 40% of its energy from one of the following: □ Solar-thermal □ Photovoltaics □ Recovered energy □ Required : High-capacity service water heating system 2. Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □ Solar water heating system with .40 solar savings fraction 3. Hotel/motel: □ Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC) □ Required: Located in garage or condrtioned space Exception: 6 4. Electric Vehicle Charging A. [ii Residential -New construction and major alterations.• This section also applies to hoteUmotel projects. Refer to Section 18.21.030 of the CMC and Section 4.106.4 of the GBSC when completing this section. Choose one: l!!I One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed) □ New detached ADU. (no EV space required when no additional parking facilities are added) □ New one and two-family residential dwellings and townhouse with attached private garage □ One EV Ready parking space required □ Exception: __________ _ □ New and rrajor alterations to multi-family and hotel/motel projects: □ Exception: _________________ _ Total Parking Spaces Proposed EVSE Spaces EV Capable (10% of total) I EV Ready (25% of T olal) I EV chargers (5% of Total) I I *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, 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, i nteriorfinishes a re removed and significant site work and upgrades to structural and mechanical, electrical, a nd/orp lumbing systems are proposed. B. D Non-Residential -New construction □ Exception : _____________ _ Please refer to Section 18.21 .040 of the CMC when completing this section Total Parking Spaces Proposed EV Capable I EVCS (Installed with EVSE) I EV Ready (optional) I EV Space (optional) I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS (Installed with EVSE) □ 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 □ 76-100 17 5 □ 101-150 25 6 □ 151-200 35 9 □ 201 andover 20 percent of total 25 percent of Required EV Spaces Calculations: Total EV Capablespaces= .20xTotal parking spaces proposed (roundeduptonearest whole number) EVSE Installed = Total EVSE Spaces x .25 (rounded up to nearest whole number) EVSE other may be "EV Ready" or "EV Space" 7 5. D Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1()1hEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Samole calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TDM plan is a condition of permit issuance. Applicant Signature: ___________ _ Name: George Gilli Date: _______________ _ Phone No.: _____________ _ 8 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACI LITATE RAP ID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN • IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATI SFACTION OF THE CI TY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY Bt REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUS T BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER TH IS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DLJRING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TI MES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTIRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY ll-iE CITY OF CARLSBAD. \)INltffi Q)fRDPIT11ES IiJC OWNER(S)j WNER'S AGENT NAME (PRINT) ) . OWNER S /OWNERS AGENT NAME SIGNA TIJRE ~ 111 E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs c::: c::: c::: 0 ....... ....... 0 0 :;:; c::: c::: 'U :;:; :;:; C, Q) 'U Q) c::: en E c::: 'U en u u c::: c::: en E c::: ..... C, ..... :::, :::, 0 '5 . ·.:: ,Q-C, C, C, E ..__ ..__ Q) ~ -o en en ..__ Q) ..... -+-' :;:; ..__ :::, >, c,,. c::: '-c::: Q) ..__ .£:: Q) c::: en en en C, ·.:: er L C, c::: en Co a. Q) ·.:: c::: en c::: > L w Q) 0 Best Management Practice* a1:! .£:: C, CD a. 0 L (!) Q) > c::: en L 0 Q) :;:; en 3:: ~ Q) C, c::: u Q) -+-' Q) C, -+-' ..c::: .£:: E Ql en -□ c::: UL en -o en C, 'U Q) en ~ c::: Q) c::: (BMP) Description ➔ en u Q) (.I) en en CD en c::: :s:: c::: 0 :::> Q) ..., Q) Q) C, Q) C, 3:: c::: -ow c::: c::: :J ;-:'!: Q) L u -+-' C, 0 L 0 'U >, o en C, Q) > ~ E :;:; Cl c::: 0 CD (.I)•-en 0--QJ'-., ~ C, u Q) C, 0 en Q) X ~ o en c::: Q) a:: E C, -+-' N en u en:;:; Q) Q) c::: ~~ 0 ..___ :s:: Q) Q) C, Q) E ~ Q) -+-':::, .0 E g = en = 3:: t....:;:; u ·c ·.:: a.· a. 0 en 'U ..c::: c::: Q) LL. u ..__ Q) :::, ·-Q) ·--o c::: C, .0 L C, ~ L 'U C, -+-' -+-'•-a. '5 > 'U L-+-' .0 L .0 C, Q) u •-L C, Q) L Q) u ....... 0 0 Q) Q) Q) u c::: -+-' C, ~~ -+-' ·-C, ..., 0 ..., = c::: ·-c::: L C, 0 ....... C, 0 0 c en .8 0 ..c::: Q) 0 Q) 0 C, L vi Q) ..c::: .0 L .;:; C, C, ..... ..__ if) c::: C, ..__ 0 Q) _ C, +-' C, ..... a. 0 0 C, (!) :s:: WO en (.I) u C: (.!) (.I)> (.I) (.I) a. (.f)O:: :s:: a. a..o a. >U ~(.I) ~ (.f) (.f)U (.I)~ CASQA Designation ➔ ,-.... IX) O'l ~ -.t-0 N l'0 ,-.... IX) ~ N l'0 . -.t-lO ~-~ l'0 LC) (D ,-.... IX) ~ ~ ~ I I I I I I I I I I I I I I I I I I I I I I I u u u (_) w w w w w w w w g: g: (.I) (.I) (.I) (.I) ~ ~ ~ ~ ~ Construction Activity w w w w (.I) (.f) (.I) (.I) (.I) (.I) (.I) (.I) z z z z :s:: :s:: :s:: :s:: :s:: • Gradinq /Soil Disturbance 1... Trench in q /Excavation X Stockpilinq Drillina /Borina ~ Concrete/ Asphalt Sawcutting IX Concrete Flatwork Pavinq • Conduit/Pipe Installation ~ Stucco/Mortar Work X ~ Waste DisPosal '\......-'- Staainq/Lav Down Area Eauipment Maintenance and Fuelinq Hazardous Substance Use 7Storaqe Dewaterinq Site Access Across Dirt Other (list): Instructions: 1. Check the box to the left of all applicable constru ction activity ( first column) expected to occur during construction . 2. Located along the top of the BMP Table is a list of BM P's with it's corresponding California Storm water Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP colum_n. 3. Refer to the CASQA construction handbook for information and detail s of the chosen BMPs and how to apply them to the project. Q) ....... en C, 3:=...., c::: en Ql :::, E 0 Q) 'E en C, C, NC::: C, C, :c~ <D I ~ :s:: PROJECT INFORMATION k Site Address: A()£ ?2 ~ ( J Vf WJ u Construction Threat to Storm Water Quality (Check Box) □ MEDIUM O LOW Q) -+-' en C,..., :s:: c::: Q) Q) E -+-' Q) e en u C, c::: c::: 0 C, u~ IX) I ~ :s:: Page 1 of 1 REV 11/17