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1078 BUENA VISTA WAY; ; CBR2022-2155; Permit
Building Permit Finaled (cityof Carlsbad Residential Permit Print Date: 04/01/2025 Job Address: 1078 BUENA VISTA WAY, CARLSBAD, CA 92008-1447 Permit Type: Parcel#: Valuation: BLDG-Residential 1551602400 $85,258.50 Occupancy Group: #of Dwelling Units: 1 Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: SANDY ADU Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: ADD 503 SF ADU ABOVE EXISTING GARAGE Applicant: PERMITS IN MOTION TERRY MONTELLO 4152 60TH ST SAN DIEGO, CA 92115-6301 (619) 994-5557 FEE BUILDING PLAN CHECK Property Owner: SF PROPERTIES PETER SANDY 1076 BUENA VISTA WAY CARLSBAD, CA 92008-1447 (760) 212-0767 BUILDING PLAN REVIEW-MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 -GREEN BU ILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION FEE TIER 1 -Low BLDG SWPPP PLAN REVIEW FEE TIER 1 -Low Second Dwelling Unit Permit No: Status: CBR2022-2155 Closed -Finaled Applied: 06/17/2022 Issued: 08/19/2022 DEV2021-0264 Finaled Close Out: 04/01/2025 Final Inspection: 02/24/2025 INSPECTOR: Dreibelbis, Peter Renfro, Chris Contractor: TLI CONSTRUCTION AND DEVELOPMENT INC 16238 AVENIDA VENUSTO, # STE B SAN DIEGO, CA 92128-3272 (760) 533-0837 AMOUNT $755.30 $194.00 $98.00 $15.00 $175.00 $4.00 $1,162.00 $11.08 $271.00 $64.00 Total Fees: $2,749.38 Total Payments To Date: $2,749.38 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov {"Cityof Carlsbad RESIDENTIAL ~22: ,.,1--c:-BUILDING PERMIT Plan Check -£-. :> v , f tlit'O'flue <o~ ,2':u~ APPLICA l,[!,)1,11,111\. E.\'VPb'Deposit $7~'5. oO B-1 JU\\\ 15 ?..'u'l..'l. Dat e LO-\ 7-22. 0 107~ Job Addres;::ts:l6 Buena Vista Wav en'< 0 G o\\J\S\ON t'Jr\i~\LO\N APN: 155-160-24 CT/Project #:. ________________ Lot #: ____ Year Built: ________ _ BRIEF DEscR1PT10N oF woRK: ADU over existina aaraae [::] New SF : Living SF, 503 Deck SF, ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? 8 Y O N New Fireplace? O YO N , if yes how many? ___ _ D Remodel: _____ SF of affected area Is the area a conversion or change of use? O YO N □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ □ Solar: ___ KW,. ___ Modules, Mounted:ORoof O Ground, Tilt: 0 YON, RMA: 0 YO N, Battery:OYO N, Panel Upgrade: OY ON Electric Meter number: ----------- 0th er: PRIMARY APPLICANT PROPERTY OWNER Name: T eA/V'::): t\01()\.-eq O Name: Peter Sandv Address: ~-, \'5 YOOA,\ 5'-Address: 1076 Buena Vista Wav City: ~D State: CA Zip:Q,z \\S City: Carlsbad State: CA Zip: 92008 Phone: y lS ~ 99' ~ -'5'5C:,-'l Phone: _________________ _ Emaiq-'wM\~C-, ~:y evwi~-\-5\:0 MQ~\ QV'\ · CC)wyt Email: _________________ _ DESIGN PROFESSIONAL CONTRACTOR O~R(? Name: ________________ BusinessName:~ I ~<rrv~ ~ l)qe{~t Address: Address: 16?38 Aven ida Ven usto #B J: c:.. City: _______ State:. ___ .Zip:____ City: san d1eao State: ca Zip: 92128 Phone: Phone: 760-533-0837 Email: Email: tlentii(@msn.com Architect State License: CSLB License#: 859483 Class: __ B _______ _ Carlsbad Business License# (Required): ______ _ APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME(PRINT):_tjV\~~ +)DWI SIGN:~ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 REV. 04122 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenattyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is inf ut l force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. __________________________________________ _ -OR- DI have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name:------------------------• Policy No. ____________________________ Expiration Date: _________________ 1 -OR- I] Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit Is issued (Sec. 3097 (i) Civil Code). Lender's Name: ______________________ Lender's Address: ______________________ _ CONTRACTOR CERT/FICA T/ON: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): _T_a_d_L_e_n_t _____ SIGNATURE: _________ DATE: 51112022 Note: If the person signing above Is an authorized agent for the contracto ro idea letter of authorization on contractor letterhead. -OR- (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason : D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). OR- , as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The ntractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license Law). -OR- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Website: http:! /www.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site reparation. All i::::n;;:::~~~~e2~~~h~~9xi~ten e the time of their construction, unless oth rwise no_t ___ ;;;,.'--.;;.."'-~~:~:::--o Note: If the erson sl nln above is an authorized a ent for the ro ert owner include form B-62 si 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 (Cityof Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM 8-61 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the property located at: Site Address ID~? The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form to inform you of the responsibilities and the possible risks associated with typical construction activities issued in your name as the Owner-Builder. The City will not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and it is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform the property owner of his/her obligations related to the requested permit activities. I. a understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner- Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any inj uries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of ~~ limits of my insurance coverage for injuries to workers on my property. 11.~I understand building permits are not required to be signed by property owners un less they are responsible ~~~construction and are not hiring a licensed contractor to assume this responsibility. 1~1 understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his kf')fl~name instead of my own. 1v.Jla1...1 understand contractors are required by law to be lice nsed and bonded in California and to list their license _ \ bt,11('.;:>ers on permits and contracts. f(JIP-1 understand if I employ or otherwise engage any persons, other than California licensed contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 1 REV. 08/20 Owner-Builder Acknowledgement Continued VI. 8:derstand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these 1 ~-'-?!l~~y subject me to serious financial risk. V~ I understand under California Contractors' State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of ~~rk is performed under contract with a licensed general building contractor. V~~ I understand as an Owner-Builder if I sell the property for which this permit is iss ued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) w hich result from any latent 1-(l~ction defects in the workmanship or materials. 1><;:J/{/j_ I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information 1~u~censed contractors. X;,IP...l5-1 am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: ,,.l ,..,,_"--1 agree that, as the party legally and financially responsible forth is proposed construction activity, I will abide O~ 'ff:pplicable laws and requirements t hat govern Owner-Builders as well as employers. ~I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. I declare under penalty af perjury that I have read and understand all of the information provided an this farm and that my responses, including my authority to sign this form, is true and correct. I am aware that I have the optian to consult with legal counsel prior to signing this form, and I have either (1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel. ~~~ Property Owner Name (PRINT) 2 REV. 08/20 PERMIT INSPECTION HISTORY for (CBR2022-2155) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Closed -Finaled Application Date: 06/17/2022 Owner: SF PROPERTIES Issue Date: 08/19/2022 Subdivision: LAGUNA MESA TRACTS Expiration Date: 08/15/2023 IVR Number: 41427 Address: 1078 BUENA VISTA WAY CARLSBAD, CA 92008-1447 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio Status COMMENTS TEXT 760-533-0837 Tad 02/24/2025 02/24/2025 BLDG-Final Inspection 277036-2025 Passed Tuesday, April 1, 2025 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie Teanio COMMENTS TEXT 760-533-0837 Tad Chris Renfro Passed Yes Yes Yes Yes Yes Created Date 06/20/2023 Passed Yes Yes Yes Yes Yes Created Date 06/20/2023 Complete Page 4 of 4 ' PERMIT INSPECTION HISTORY for (CBR2022-2155) Application Date: 06/17/2022 Owner: SF PROPERTIES Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Issue Date: 08/19/2022 Subdivision: LAGUNA MESA TRACTS Status: Closed -Finaled Expiration Date: 08/15/2023 IVR Number: 41427 Address: 1078 BUENA VISTA WAY CARLSBAD, CA 92008-1447 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Dryer duct needs to be smooth duct all the No way throughout. No flexible duct. BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers NOTES Created By TEXT Created Date Seta Levanduski TAD 760-533-0837 02/06/2023 02/10/2023 02/10/2023 BLDG-16 Insulation 202956-2023 Passed Peter Dreibelbis Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No NOTES Created By TEXT Created Date Angie Teanio 760-533-0837 Tad 02/09/2023 02/16/2023 02/16/2023 BLDG-17 Interior 203506-2023 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-533-0837 Tad 02/15/2023 BLDG-18 Exterior 203614-2023 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-27 Shower 203505-2023 Passed Chris Renfro Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 760-533-0837 Tad 02/15/2023 06/21/2023 06/21/2023 BLDG-Final Inspection 214898-2023 Partial Pass Chris Renfro Re Inspection Incomplete Tuesday, April 1, 2025 Page 3 of 4 PERMIT INSPECTION HISTORY for (CBR2022-2155) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Application Date: 06/17/2022 Owner: SF PROPERTIES Issue Date: 08/19/2022 Subdivision: LAGUNA MESA TRACTS Status: Scheduled Date 11/21/2022 12/14/2022 12/29/2022 01/31/2023 02/07/2023 Closed -Finaled Expiration Date: 08/15/2023 IVR Number: 41427 Address: 1078 BUENA VISTA WAY CARLSBAD, CA 92008-1447 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector 11/21/2022 BLDG-15 Roof/ReRoof (Patio) 197007-2022 Passed Peter Dreibelbis Checklist Item COMMENTS BLDG-Building Deficiency 12/14/2022 BLDG-11 198779-2022 Partial Pass Chris Renfro Foundatlon/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Epoxy hold downs for garage area. Special inspection report collective 12/29/2022 BLDG-13 Shear Panels/HD (ok to wrap) 199951-2022 Partial Pass Chris Renfro 01/31/2023 02/07/2023 Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on exterior shear nailing. Interior shear nailing in garage pending BLDG-34 Rough Electrical 199837-2022 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on rough electrical in garage area. OK to Shear BLDG-84 Rough 201920-2023 Failed Chris Renfro Combo(14,24,34,44) Checklist Item COMMENTS BLDG-Building Deficiency Add nail plates to DVN the lines and waterlines throughout. Add spray foam to any penetration through top or bottom plate, add exhaust fan duct from both bathrooms, need dryer duct installed. Call for reinspection when completed. BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-84 Rough 202405-2023 Partial Pass Chris Renfro Combo(14,24,34,44) Reinspection Inspection Passed No Relnspectlon Passed Yes Relnspection Passed Yes Reinspection Passed Yes Reinspectlon Passed No No No No No Complete Incomplete Incomplete Incomplete Incomplete Reinspection Incomplete Tuesday, April 1, 2025 Page 2 of 4 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-2155) Permit Type: BLDG-Residential Application Date: 06/17/2022 Owner: SF PROPERTIES Work Class: Second Dwelling Unit Issue Date: 08/19/2022 Subdivision: LAGUNA MESA TRACTS Status: Closed -Finaled Expiration Date: 08/15/2023 Address: 1078 BUENA VISTA WAY IVR Number: 41427 CARLSBAD, CA 92008-1447 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Date Start Date Status 08/22/2022 08/22/2022 BLDG-11 189744-2022 Failed Chris Renfro Foundatlon/Ftg/Plers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on foundation. Need to follow plans. Add (5) #5 rebar each way per plans. BLDG-21 Underground/Underflo or Plumbing 189743-2022 Partial Pass Chris Renfro Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on 4 inch ABS sewer line from garage to lateral connection. Need to glue final 90°. Running water test OK in remaining. OK to backfill BLDG-SW-Pre-Con Checklist Item 189640-2022 COMMENTS Passed Chris Renfro BLDG-Building Deficiency 08/23/2022 08/23/2022 BLDG-11 189752-2022 Passed Chris Renfro Foundatlon/Ftg/Plers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Corrections completed, Partial pass on foundation. Need to follow plans. Add (5) #5 rebar each way per plans. 09/27/2022 09/27/2022 BLDG-14 192668-2022 Passed Chris Renfro Frame/Steel/Bolting/We lding (Decks) Checklist Item BLDG-Building Deficiency COMMENTS 2nd story deck nailing 10/28/2022 10/28/2022 BLDG-11 195175-2022 Partial Pass Chris Renfro Tuesday, April 1, 2025 Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Partial pass on (2) pad footings for exterior staircase. OK to pour Reinspection Inspection Reinspectlon Incomplete Passed No Reinspection Incomplete Passed No Complete Passed Yes Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed Yes Page 1 of 4 True North COMPUMIICE SEJtVICES ENTER DATE City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: CBR2022-2155 True North No.: 22-018-043 Carlsbad. CA 92008 Plan Review: ADU Address: 1078 Buena Vista Way, Carlsbad, CA Applicant Name: Teny Montell Applicant Email: permits@perrnitsinmotion.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3 Occupant Load: N/A Type of Construction: V-8 Sprinklers: No Stories: 2 Area of Work (sq. ft.): 503 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confinned 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 behalf of the City of Carlsbad: 1. Drawings: One (I) copy dated July 29, 2022, by KL Drafting & Design. 2. Structural Calculations: One (I) copy by Solid Forms Engineering. 3. Other Documents: One (I) copy by MiTek. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 CBC, UMC. UPC, and 2017 NEC, as amended by the State of California), 2019 California Green Building Standards Code, 2019 California Existing Buj)ding Code, and 2019 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. True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T / 562.733.8030 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: Amar Hasen in -Plan Review Engineer City of Carlsbad R CORD ~QB¥ __ 1NSPECTION AND TESTING, INC. CFC 2 o 2022 6109 RIDGEVIEW A VENUE MIRA LOMA, CA 917 52 BUILDING DIVISION /951) 681 -1007 • C ELL /714) 350-7490 • FAX /951) 681 -9305 Email: cwi87I@yahoo.com • Website: www.southerncalinspections.com Covering Work Perfonned Which Reauired Aooroval Bv This Soecial inspection of □ Bolting □ Reinforced Masonry Permit No. CBR2022-2155 ~ Drilled in Anchors □ Structural Steel Assembly □ Fireproofing □ Welding □ Quality Control □ Other □ Reinforced Concrete Jurisdiction CARLSBAD Client SANDY ADU Date 11-29-2022 I s1M lx lWITIF IS Job Name DRILLED IN ANCORS General Contractor TU JobAddress 1076 BUENA VISTA WAY Subcontractor Architect Weather Condition GOOD Engineer EVAN A COLES Laboratory REPORTING REQUIREMENTS: Only one permit number reported per sheet identify type of work, item and specific area inspected (floor, gridlines, etc.): identify all joints when inspecting welds and bolts identify accepted/rejected work by item and specific location, record all job problems and DISCUSSIONS with contractor, architect, Engineer, elc.: record amount of material placed and samples taken: write certification of work, referencing applied code, specifications, and approved plans and/or shop drawings. SUMMARY0FW0RKINSPECTED VISUAL OBSERVATION FOR DRILLING BRUSHING, BLOWING AND EPOXY- NG OF (4) 3/4" HOLES INTO EXISTING CONCRETE FOR 5/8" ASTM A 307 THREADED ROD WITH 121/2 EMBED MENT PER SD3/2 USING. ALSO ADD SILL PLATE ASTM A 307 THREADED 5/8 THREADED ROD (14) AS PER DETAILS ON S3/1 USING SIMPSON XP EPOXY AS PER MANUFACTURES RECOM- MENDED INSTALLATION INSTRUCTIONS (6" EMBEDMENT) Page _1_ of 1 TIME TIME REG. OT OT IN OUT HOURS 1.5X 2X Certification of ~j ~liance: To the best of my knowledge, all of the reported ~ un ess,~·s noted, is in comformance with the approval plans, 0800 1000 4 fica ~s, n li<:3ble sections of the governing building laws. All inspections based on a minimum of 4 hours. -'-Over 4 hours = 8 hours minimum. ~ ure of Special Inspector Any inspections extending past noon will be charged as an 8 hour minimum. NS. RICE ICC# MSI 1033688 ~e Print Name Certification Number Approved By: Project Superintendent Registered with : CARLSBAD TU Representing WHITE-OWNER • YELLOW-OFFICE • PINK-INSPECTOR solidforms . . eng I nee r 1ng 9474 Kearny Villa Rd, Suite 215, San Diego, CA 92126 Evan Coles, P .E. (858) 376-7734 evan@solidformseng.com STRUCTURAL CALCULATIONS Sandy A.D.U. 1076 Buena Vista Way, Carlsbad, CA 92008 0-00-2022 : Project # 22- Table of Contents Design Criteria & Loads ........... . Gravity Analysis & Design ...... . Lateral Analysis & Design ....... . CBR2022-2155 Foundation Analysis & Design 1078 BUENA VISTA WAY ADD 503 SF ADU ABOVE EXISTING GARAGE DEV2021-0264 1551602400 8/1/2022 CBR2022-2155 Desiqn Criteria Building Code: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Bolting: Welding: Wood: Soil: Desig_n Loads Load 1 DL Asphalt Shingle Roof Plywood Joists Insulation Drywall Electrical/Mech ./Misc. Other Total DL LL Residential Roof Total Load Load 3 DL Tile & Mortar Plywood Joists Insulation Drywall Elec./Mech./Misc. Other Total DL LL Residential Deck Total Load solidforms engineer ing 2018 IBC/2019 CBC -ASCE / SEI 7-16 ACI 318-14 [fc = 2500 psi -No Special Inspection Req.'d (U.N.O.)] TMS 402-16/ACI 530-16 [Normal Wt.-ASTM C90-fm=1500 psi-Spec. Insp. Req.'d] ASTM C270 [fc = 1800 psi Type SJ ASTM C476 [fc = 2000 psi] ASTM A615 [Fy = 40 ksi For #4 Bars & Smaller/ Fy = 60 ksi For #5 Bars & Larger] AISC 360-16, 15th Edition W Shapes (I Beams): ASTM A992, High Strength, Low Alloy, Fy = 50 ksi HSS Shapes (Rect.): ASTM AS00, Carbon Steel, Fy = 46 ksi HSS Shapes (Round): ASTM AS00, Carbon Steel, Fv = 42 ksi Pipe Shapes: ASTM A53, Grade B, Carbon Steel, Fy = 35 ksi All other steel: ASTM A36, Fy = 36 ksi A307 / A325-N / A490-N (Single Plate Shear Conn.) E70 Series Typ. (E90 Series for A615 Grade 60 Reinforcing Bars) Shop welding to be done in an approved fabricator's shop. Field welding to have continuous Special Inspection. NDS-2018 Soil Classification (Table 1806.2): Allowable Bearing Pressure = Lateral Bearing Pressure = Active Pressure = At-rest Pressure = Coefficient of Friction = esf Load 2 4.0 DL carpet & Pad Floor 1.5 Plywood 3.5 Joists 1.5 Insulation 2.5 Drywall 1.0 Elec./Mech./Misc. 0.0 Other 14 Total DL 20 LL Residential Floor 34 Total Load esf Load 4 24.0 1.5 3.5 1.5 2.5 1.0 0.0 34 60 94 (SW, SP, SM, SC, GM, & GC) 1500 psf (Table 1806.2) 150 psf/ft (Table 1806.2) 30 psf/ft (Table 1610.1) 60 psf/ft (Table 1610.1) 0.25 (Table 1806.2) esf Int. Wall 4.0 DL Drywall 1.5 2x4 Studs @ 16"o.c. 3.5 Misc. 1.5 Other 2.5 Total Load 1.0 0.0 Ext. Wall 1 14 DL Stucco 40 2x4 Studs @ 16"o.c. 54 Drywall Insulation Misc. Other Total Load Ext. Wall 2 Page 1 of 13 05/25/22 esf 5.0 1.0 1.0 7 esf 10.0 1.0 2.5 1.5 1.0 16 [Multiple Simple Beam UC#: KW-06015083, Build:20.22.5.16 Description: ROOF GRAVITY Wood Beam Design : RH-1 BEAM Size: solidforms engineer ing Page 2 of 13 0 5/25/22 Project File~~~NDYADU.ec6 j Solid Forms E--n-gi~n-ee=ri~ng~~~~~~ ...... ~---=-(~c) ENERCALC INC 1983-2022 Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 4x8, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : Fb -Tension Fb -Compr Applied Loads Douglas Fir-Larch Wood Grade : No.2 900 psi Fe -Prll 1350 psi Fv 180 psi Ebend-xx 900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 11.50 ft Design Summary 1600 ksi 580 ksi Density 31 .21 pcf Max fb/Fb Ratio = fb : Actual : 0.861; 1 1,241.43 psr at 1,442.33 psi +D+Lr+H -------------- Fb : Allowable : Load Comb : Max fv/FvRatio = fv : Actual: Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.356: 1 80.00 psi at 225.00 psi +D+Lr+H Q JJ: 0.67 0.92 0.67 0.92 L Wood Beam Design : RH-2 BEAM Size: 4.000 ft in Span # 1 0.000 ft in Span# 1 'ii. .E. :-N -:-~ ~, .. ~ y y * Nt,~,_~ ~~ ~ ~~ ~ --~~ ~r::N~~ ~~_:~ -~-:;;:$-'A -x ~'>;-~~ l:i Max Deflections 4x8 8.0 ft Transient Downward 0.120 in Ratio 801 LC: Lr Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward Ratio 0.207 in 464 Total Upward Ratio LC: +D+Lr+H 0.000 in 9999 LC: Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 4x4, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 Wood Species : Fb -Tension Fb -Compr 900 psi Fe -Prll 1350 psi Fv 180 psi Ebend-xx 1600 ksi 580 ksi Density 31.21 pcf 900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr = 0.020 k/ft, Trib= 11.50 ft Design Summary Max fb/Fb Ratio = fb : Actual: 0.783,: 1 1,322.13 psr at 1,687.50 psi +D+Lr+H Fb : Allowable : Load Comb : Max fv/FvRatio = fv : Actual : Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.368 : 1 82.91 psi at 225.00 psi +D+Lr+H Q Lr L 0.33 0.46 0.33 0.46 2.000 ft in Span # 1 0.000 ft in Span # 1 'ii. .E. ~ --------",yjf:r,,--, ;5¥-~~. , -,:;:~f;-: t~;~~ -~~~-,;:r;~~ .t! Max Deflections Transient Downward Ratio 4x4 4.0 ft 0.067 in 721 LC: Lr Only Transient Upward 0.000 in R~o 9~9 LC: Total Downward Ratio 0.114 in 421 Total Upward Ratio LC: +D+Lr+H 0.000 in 9999 LC: Multiple Simple Beam UC#: KW-06015083, Build:20.22.5.16 Description: FLOOR GRAVITY Wood Beam Design : FB-1 solidforms engineering Solid Forms Engineering Page 3 of 13 05/25/22 Project File: SANDYADU.ec6 (c) ENER-CALC INC 1983-2022 Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 3.5x11.875, Parallam PSL, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending TrusJoist Wood Grade : ParallamPSL2.0E Wood Species : Fb -Tension Fb -Compr 2,900.0 psi Fe -Prll 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi 2,900.0 psi Fe -Perp 625.0 psi Ft 2,025.0 psi Eminbend -xx 1,016.54 ksi Density 45.070 pcf Applied Loads Beam self weight calculated and added to loads Unit Load: D = 0.0340, L = 0.040 k/ft, Trib= 1.330 ft Unif Load: D = 0.0140, Lr= 0.020 k/ft, 0.0 to 2.0 ft, Trib= 8.50 ft Unit Load: D = 0.0160 k/ft, 0.0 to 2.0 ft, Trib= 8.0 ft Unit Load: D = 0.0070 k/ft, 2.0 to 9.0 ft, Trib= 8.0 ft 1 Point: D = 0.90, Lr = 1.30 k @ 2.0 ft Design Summary Max fb/Fb Ratio = fb : Actual : Fb : Allowable : 0.510 · 1 1,286.59 psf at 7 .560 ft in Span # 1 2,524.72 psi Load Comb : Max fv/FvRatio = fv: Actual : Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support +D+0. 750Lr+0. 750L +H 0.322: 1 116.73 psi at 0.000 ft in Span# 1 362.50 psi +D+0.750Lr+0.750L +H Q .Lr L. ~ '.Ii.. f 2.16 1.49 0.54 0.81 0.15 0.54 Wood Beam Design : FB-2 Max Deflections ti Transient Downward 0.207 in Ratio 1173 LC: L Only Transient Upward 0.000 in Rdo 9~9 LC: Total Downward 0.672 in Ratio 361 C: +D+0. 750Lr+0.750L +H Total Upward Ratio 0.000 in 9999 LC: Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 5.25x20, Parallam PSL, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending TrusJoist Wood Grade : ParallamPSL2.0E Wood Species : Fb -Tension Fb -Compr 2,900.0 psi Fe -Prll 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.070 pcf 2,900.0 psi Fe -Perp 625.0 psi Ft 2,025.0 psi Eminbend -xx 1,016.54 ksi Applied Loads Beam self weight calculated and added to loads Unit Load: D = 0.0140, Lr = 0.020 k/ft, 0.0 ft to 9.0 ft, Trib= 2.0 ft Unit Load: D = 0.0160 k/ft, 0.0 to 9.0 ft, Trib= 8.0 ft Unit Load: D = 0.0340, L = 0.040 k/ft, 0.0 to 9.0 ft, Trib= 10.50 ft Unit Load: D = 0.0140, Lr = 0.020 k/ft, 9.0 to 20.0 ft, Trib= 2.0 ft 1 Point: D = 2.20, Lr = 1.50, L = 0.60 k@ 9.0 ft Unit Load: D = 0.6280, Lr = 0.2160, L = 0.420 k/ft, 9.0 to 20.0 ft Design Summary Max fb/Fb Ratio = fb : Actual : Fb : Allowable : Load Comb : Max fv/FvRatio = fv : Actual : Fv : Allowable : Load Comb : 0.865; 1 2,248.18 psi at 9.133 ft in Span# 1 2,599.85 psi +D+L+H 0.507: 1 146.93 psi at 18.400 ft in Span# 1 290.00 psi +D+L+H Q .Lr ~ '.Ii.. f Max Reactions (k) Left Support 7.10 1.88 L. 4.53 4.47 Right Support 7.59 2.80 ti Max Deflections Transient Downward Ratio 20.0 ft 0.242 in 993 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward 0.706 in Ratio 340 C: +D+0.750Lr+0.750L+H Total Upward Ratio 0.000 in 9999 LC: solidforms enginee r i ng [ Mult~le Simple Beam UC# : KW-06015083, Build:20.22.5.16----~-----Solid-Forms Engineering Wood Beam Design : FH-1 Page 4 of 13 05/25/22 Project File: SANDYADU.ec6 ---~~J (c) ENERCALC INC 1983-2022 Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size : 4x8, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 Wood Species : Fb -Tension Fb -Compr 900.0 psi Fe -Prtl 1,350.0 psi Fv 180.0 psi Ebend-xx 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend -xx Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 11.0 ft Unit Load: D = 0.0160 k/tt, Trib= 8.0 ft Unit Load: D = 0.0340, L = 0.040 k/ft, Trib= 10.50 ft Design Summary Max fb/Fb Ratio = fb : Actual : 0.716; 1 833.23 psi at 1,163.69 psi +D+L+H 2.000 ft in Span # 1 I Fb : Allowable : Load Comb : Max fv/FvRatio = fv : Actual : Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.489 : 1 88.10 psi at 180.00 psi +D+L+H 0. 1.[ 1.29 0.44 1.29 0.44 L 0.84 0.84 0.000 ft in Span# 1 .s ':l:i. E l::I Max Deflections Transient Downward Ratio 0.014 in 3509 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: 1,600.0 ksi 580.0 ksi Density 31 .210 pcf Total Downward 0.037 in Ratio 1310 C: +D+0.750Lr+0.750L+H Total Upward 0.000 in Ratio 9999 LC: Seismic Design solidforms enginee r ing Page 5 of 13 05/25/22 Design Variables Base Shear Calculation (ASCE 7-16 Sec. 12.8 & Supplement 2) Latitude= 33.17 (12.8-2) V=C5W C5 = S05*I/R Longitude= -117.35 Site Class= D (12.8-3) for TSTL: S01 *I/(RT) Occupancy= II Where: Cs max. = forT>TL: So1*TL*l/(RT2) Table 1.5-1 (12.8-4) Seis. Category = D Table 11.6-1 & 2 I= 1.0 Tables 1-1 & 11.5-1 ( 12.8-5) for S1<0.6:0.044S051~0.01 Where: Cs min. = R= 6.5 Table 12.2-1 ( 12.8-6) for s,~0.6: 0.5S1 *1/R Ss= 1.056 Section 11.4.1 S1 = 0.383 Section 11.4.1 DL Area Len. Fa= 1.200 Table 11.4-1 Material (psf) {ft22 (ft) Fv = 1.917 Table 11.4-2 Load 1 14 503 SMs = Ss*Fa = 1.267 L. -(11.4-1) (1) (1) a.> SMl = S1*Fv = 0.734 (11.4-2) a. (1) Ext. Wall 1 16 93 :::, ....J S05 = 2/3*SMs = 0.845 (11.4-3) Int. Wall 7 52 So1 = 2/3*SM1 = 0.489 (11.4-4) 503 All other structural systems Table 12.8-2 Load 2 14 503 Ct= 0.02 a:; Load 3 34 25 Table 12.8-2 > (1) x= 0.75 Table 12.8-2 ....J Load 1 14 24 L. TL= 8 Figure 22-15 (1) ;: Ta = <=t*h/ = 0.175 (12.8-7) .3 Ext. Wall 1 16 93 T =Ta= 0.175 Section 12.8.2 Int. Wall 7 21 552 hn = 18.0 Section 12.8.2.1 Cs= 0.130 Section 12.8.1.l k= 1 Section 12.8.3 Cd= 4 Table 12.2· l lia = hsx* 0.025 Table 12.12-1 Vertical Distribution of Forces & Allowable Elastic Drift (ASCE 7-16, Sec. 12.8.3 & 12.8.6) Level Wx hx h/ Wxh/ Fx Fx (pstJ % p Oxe allow. Upper Level 14.5 18.0 18.0 260 2.7 5.4 59% Yes 0.675 Lower Level 22.2 9.0 9.0 200 2.1 3.7 100% Yes 0.675 36.6 460 5 9 Level Forces {ASCE 7-16, Sec. 12.10.1.1) Level Wx I.Wx Fx I.Fx Fpx fpx (ASD) Where: Roof 14.5 14.5 2.7 2.7 2.7 1.9 Fmin. = 0.2ISosWx Lower Level 22.2 36.6 2.1 4.8 3.7 2.6 Fmax. = 0.4ISosWx 36.6 4.8 = = = Ht. (ft) 8 8 8 8 0.130 0.431 Max. 0.037 Min. Above w (kips) (kips) 7.0 6.0 1.5 14.5 7.0 0.9 0.3 6.0 + 6.0 1.5 + 0.6 22.2 Where: Oxe allow. = 11a *I/Cd (Section 12.8.6) p : Redundancy Check Required if story shear is > 35% of base shear (Section 12.3.4.2) WindDesiqn solid forms e nginee r ing Page 6 of 13 05/25/22 Design Variables Occupancy= Wind Pressures for MWFRS ASCE 7-16 -Envelope Procdedure Method 2 I wind = Basic Wind Speed (mph)= Exposure Category = Topographic Kzt = Width (ft)= Length (ft) = Roof Pitch Eave Ht. (ft) = Ridge Ht. (ft) = Mean Roof Ht (ft) = A= 8= AKztI = 2a (ft) = Min. Design Load (psf) = II Table 1.5-1 1.00 Tables 1.5-2 110 Figure 26.5-lA B Section 26. 7 .3 1 Section 26.8.2 21. 0 Transverse 26.0 Longitudinal 4: 12 17.0 20.5 18.8 1 Figure 28.6-1 18.4 1.0 6. 0 Figure 28.6-1 Note 9 16.0 Section 28.4.4 Ps = AKztIPsJo (28.6-1) Note: (-) Horiz. Pressures shall be zero. Horiz. Press. (psf) A B C D Transverse 25.8 -7.3 17.2 -4.1 Longitudinal 19.2 -10.0 12.7 -5.9 TTTttTtttthl f.-,.fc-rf-rf--rf-r-f-r-fr-,tt V.rti~I -------------------7 -r Ridge Eave height height iii--_-:::_---~~~- ~~~~~~~~~~~~~V,'"""----L.i -----Width, W • Wind prenur♦-er• in ptf •Because wind pre-is less than zero (OJ, use O for dellign. Transverse Governing Design Force: Transverse Tributary Area: Transverse Governing Design Pressure: 8.5 kips 533 ft2 16.0 psf Wind pressures nra in psf Longitudinal Governing Design Force: Longitudinal Tributary Area: Longitudinal Governing Design Pressure: 6.3 kips 394 ft2 16.O psf E -23.1 -23.1 Vert. Press. Overhangs F G H ECH GCH -15.7 -16.0 -12.0 -32.3 -25.3 -13.1 -16.0 -10.1 -32.3 -25.3 Transverse Zone Ps Area Force (k) Total (k) A 25.8 102 2.6 B 0.0 21 0.0 C 17.2 340 5.8 8.5 D 0.0 70 0 Min. 16.0 533 8.5 8.5 E -23.1 63 -1.5 F -15.7 63 -1.0 G -16.0 210 -3.4 -8.3 H -12.0 210 -2.5 Min. -16.0 546 -8.7 -8.7 Longitudinal Zone Ps Area Force (k) Total (k) A 19.2 108 2.1 B C 12.7 286 3.6 5.7 D Min. 16.0 394 6.3 6.3 E -23.1 78 -1.8 F -13.1 78 -1.0 G -16.0 195 -3.1 -7.9 H -10.1 195 -2.0 Min. -16.0 546 -8.7 -8.7 solidforms engi nee r ing Page 7 of 13 05/25/22 Lateral Design en C ·c: ~ Q) > 0 Upper Level N-S Seis. Area (tt2) = 525 Line: A Shear Line Len.Tot (ft) = 20 p = 1.0 Wind Relative to Ridge = Perpendicular Sos = 0.845 Wind Lengths: Left Right Plate Ht. (ft) = 8 LH = Vert.Trib Height (ft) = 9.0 Lwan Tot. (ft) = 12 L,. = Dist to Adj Gridline (ft) = 26.0 Shear Above: Line = V xAbove (Seis/Wind) = 0/orr;b. of Load = VxAbv.Trib. (Seis/Wind) = W1 12 Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall DLoist (psf) = Resis. Dlc,;,t. (plf) = Resis. D4'oint (lbs) = Seis. I Wind D4>oint Dist (ft) = MomentoT (lb-ft) = 1Momentiiesist. (lb-ft) = Uplift (lbs) = Uplitt_v• = Upli~et. = Left Holdown = Right Holdown = 984 7872 4440 298 N/A Upper Level N-S Seis. Area (tt2) = 525 Shear Line Len.Tot. (ft) = 18 1123 16 8986 5530 301 N/A Line: Wind Relative to Ridge = Perpendicular Wind Lengths: LH = Vert.Trib Height (ft) = L,. = Dist to Adj Gridline (ft) = Shear Above: Line = v.,,_,. (Seis/Wind) = 0/ornb. of Load = V ,cAbv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type = Shear Load (lbs) = Wall Dlost. (psf) = Resis. Dlc,;st (plf) = Resis. DLPolnt (lbs) = DLPolnt Dist (ft) = MomentoT (lb-ft) = 1Momen~esist. (lb-ft) = Uplift (lbs) = Uplitt_ve = Upli~et = Left Holdown = Right Holdown = Left Right j 9.0 I 26.0 - -- w, 12 Seis. I Wind 984 1123 16 7872 8986 4440 5530 298 301 N/A N/A W2 0 0 -- -- -l - -- C p = 1.0 Sos= 0.845 Plate Ht. (ft) = 8 Lwall Tot. (ft) = 12 - -- W2 I 0 0 -- -- -- -- 0 - - - - - 0 - - - Shearwall Seis. Wind Strength Design Seis. Force: Fx = 5.4 psf Maximum Wind Pressure: Px = 16.0 psf Vx5eis.(ASD) = Area/2*Fx*P*0.7 = 984 lbs VxWlnd = LH*Lw/2*Px *0.6 = 1123 lbs Dix (Above) = lbs VxTotal = 984 1123 lbs Vx/L = 82 94 plf Use Shearwall Type= @ with LTP4 clips @ 48 "o.c. 34% for entire length of grid line A W3 W4 Ws W5 I l I I 0 0 0 0 0 0 ------ ------ ------ ------ Shearwall Seis. Wind Strength Design Seis. Force: Fx = 5.4 psf - Maximum Wind Pressure: Px = 16.0 psf VxSeis(ASDJ = Area/2*Fx*p*0.7 = xWlnd = LH*Lw/2*P, *0.6 = V - Dix (Above) = Vx Total = VxfL = Use Shearwall Type= 984 lbs 1123 lbs lbs 984 1123 lbs 82 94 plf @ 0 - - - - with LTP4 clips@ 48 "o.c. 37% for entire length of grid line C W3 W4 Ws W5 I I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment DL is reduced by 0.6·0.14*Sos for Seis.(12.14.3.1.3) & 0.6 for Wind (2.4.1) Lateral Design Upper Level E-W Line: Seis. Area (ft') = 525 Shear Line Len.Tot. (ft) = 26 Wind Relative to Ridge_= ___ Pa_r_a_lle_l_ Wind Lengths: Left Right LH = Vert.Trib Height (ft) = 9.0 lw = Dist to Adj Gridline (ft) = 21.0 Shear Above: Line = Vx>oove (Seis/Wind) = 0/ornb. of Load = Vl<Abv.Trlb. (Seis/Wind) = solidforms engineering 1 p = 1.3 Sos= 0.845 Plate Ht. (ft) = 8 Lwau Tot. (ft) = Perforated Shearwall Strength Design Seis. Force: F, = Maximum Wind Pressure: P, = V,s.1s.(ASDJ = Area/2*Fx *p*0.7 = VxWind = LH*Lw/2*Px *0.6 = Dix (Above) = Yx Total = Seis. Wind 5.4 psf 16.0 psf 1279 lbs 907 lbs lbs 1279 907 lbs 0 See Perforated Shearwall Cales on Following Pages Upper Level E-W Line: Seis. Area (ft') = 525 Shear Line Len.Tot. (ft) = 26 Wind Relative to Ridge = Parallel Wind Lengths: Left Right ~ = Vert.Trib Height (ft) = I 9.o lw = Dist to Adj Gridline (ft) = T 21.0 Shear Above: Line= - VxAtx,;e (Seis/Wind) = -- 0/orrtb. of Load = 3&4 p = 1.3 Sos= 0.845 Plate Ht. (ft) = 8 LwallTot. (ft)= 17 -- --- Shearwall Seis. Wind Strength Design Seis. Force: Fx = 5.4 psf Maximum Wind Pressure: Px = VxSeis(ASDJ = Area/2*Fx *p*0.7 = 1279 xWind = LH*Lw/2*Px *0.6 = V Dix (Above) = Vx Total = 1279 16.0 psf lbs 907 lbs lbs 907 lbs VJL = 75 53 plf -@ Use Shearwall Type= Page 8 of 13 05/25/22 V l<Abv.Trib. (Seis/Wind) = with LTP4 clips@ 48 "o.c. 29% Wood Shearwalls = Length= Load Type= Shear Load (lbs) = Wall DLo;st (psf) = Resis. Dlrnst. (plf) = Resis. DLPoint (lbs) = DLPo1nt Dist (ft) = MomentoT (lb-ft) = 1Momentiiesist. (lb-ft) = Uplift (lbs) = U pl iftAtx,;e = Uplif4ie1. = Left Holdown = Right Holdown = for entire length of grid line 3&4 W1 W2 W3 W4 Ws 4 13 Seis. I Wind Seis. I Wind I I I 301 213 978 694 0 0 0 0 0 0 16 16 126 2408 1708 7825 5550 ------ 979 1219 5210 6490 ------ 408 140 209 l -75 ------ N/A N/A N/A N/A ------ 'Resisting Moment DL is reduced by 0.6·0.!4•So, for 5eis.(12.14.3.l.3) & 0.6 for Wind (2.4.1) W5 I 0 0 -- -- -- -- Lateral Desig_n Lower Level Seis. Area (ft') = Shear Line Len.Tot. (ft) = Wind Relative to Ridge = Wind Lengths: LH = Vert.Trib Height (ft) = L.. = Dist to Adj Gridline (ft) = Shear Above: Line = v'l.l>Wle (Seis/Wind) = 0/0T,ib. of Load = VxAbv.Trlb. (Seis/Wind) = Wood Shearwalls = Length= Load Type = Shear Load (lbs) = Wall DL01st. (psf) = Resis. Dl.rnst (plf) = Resis. DLPoint (lbs) = D4o;01 Dist (ft) = Momentcn (lb-ft) = 1Momenlilesist. (lb-ft) = Uplift (lbs) = UpliftAbove = Uplif4<et. = Left Holdown = Right Holdown = Lower Level Seis. Area (ft') = Shear Line Len.Tot. (ft) = Wind Relative to Ridge = Wind Lengths: LH = Vert.Trib Height (ft) = L.. = Dist to Adj Gridline (ft) = Shear Above: Line= VxAbove (Seis/Wind) = 0/0Trib. of Load = VxAbv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type = Shear Load (lbs) = Wall Dlo1st (psf) = Resis. DLDist. (plf) = Resis. D LPoint ( I bs) = D4,,;01 Dist (ft) = MomentoT (lb-ft) = 1Momenliles1s1. (lb-ft) = Uplift (lbs) = Uplif4bove = Upli~1.= Left Holdown = Right Holdown = N-S Line: 525 20 Perpendicular Left Right 9.0 26.0 Upper Level A 984 1123 100% 984 1123 W1 8 Seis. I Wind 1672 2246 16 128 13376 17971 3946 4915 1257 1741 1257 1741 Per Plan Per Plan N-S Line: 600 20 Perpendicular Left Right I 9.0 I 30.0 Upper Level C 984 1123 100% 984 1123 W1 16 Seis. I Wind 1770 2419 16 128 14162 19354 15785 19661 -105 -20 N/A N/A solidforms Page 9 of 13 05/25/22 engineerin g A p = 1.0 Sos= 0.845 Plate Ht. (ft) = 8 Lwa11 Tot (ft) = 8 W2 0 0 0 --- --- ---I --- C p = 1.0 Sos= 0.845 Plate Ht. (ft) = 8 Lwall Tot. (ft) = 16 - --- W2 I 0 0 0 --- --- - I -- --- Shearwall Seis. Wind Strength Design Seis. Force: F, = 3.7 psf Maximum Wind Pressure: P, = 16,0 psf V,Seis.(ASD) = Area/2*F,*p*0.7 = 688 lbs V,w;rKJ = LH*Lw/2*Px *0.6 = 1123 lbs r.v. (Above) = 984 1123 lbs V, Total = 1672 2246 lbs Vx/L = 209 281 plf Use Shearwall Type= @ with LTP4 clips@ 48 "o.c. 67% for entire length of grid line A W3 W4 Ws W5 I I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- Shearwall Seis. Wind Strength Design Seis. Force: F. = 3.7 psf - W3 I Maximum Wind Pressure: P, = VxSeis(ASD) = Area/2*F,*p*0.7 = xWirKl = LH*Lw/2*P, *0.6 = V - "'i.Vx (Above) = VxTotal = Vx/L = Use Shearwall Type= 786 984 16.0 psf lbs 1296 lbs 1123 lbs 1770 2419 lbs 151 plf 111 @ with L TP4 clips @ 48 "o.c. 72% for entire length of grid line C W◄ Ws W5 I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment DL is reduced by 0.6-0.M•So, for Seis.(12.14.3.1.3) & 0.6 for Wind (2.4.1) Lateral Design Lower Level E-W Line: en C: .E :, t'. 3 Seis. Area (ft2) = 550 Shear Line Len.Tot (ft) = 26 Wind Relative to Ridge = _ Perpendicular Wind Lengths: Left Right lti = Vert.Trib Height (ft) = 9.0 I...,, = Dist to Adj Gridline (ft) = 21.0 Shear Above: Line = Upper Level 1 V=• (Seis/Wind) = 1279 907 0/ornb. of Load = 100% vxAbv.Trib. (Seis/Wind) = 1279 907 Wood Shearwalls = Length= Load Type= Shear Load (lbs) = Wall DLo;st (psf) = Resis. Dlost (plf) = Resis. D4'oint (lbs) = D4>oint Dist (ft) = MomentoT (lb-ft) = 1Momen41es1s1. (lb-ft) = Uplift (lbs) = Uplift.Aoove = Upli~et. = Left Holdown = Right Holdown = Lower Level Seis. Area (ft2) = Shear Line Len.Tot. (ft) = Wind Relative to Ridge = Wind Lengths: l+i = Vert.Trib Height (ft) = 1...,, = Dist to Adj Gridline (ft) = w, 12 Seis. I Wind 2216 1814 16 126 17729 14515 8810 10973 776 308 N/A N/A E-W Line: 525 26 Perpendicular Left Right I 9.0 I 21.0 Shear Above: Line = Upper Level 3&4 V=• (Seis/Wind) = 0/ornb. of Load = VxAbv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall DLoist (psf) = Resis. Dlost. (plf) = Resis. D4'oint (lbs) = D4>oint Dist (ft) = MomentoT (lb-ft) = 1Momen41esist. (lb-ft) = Uplift (lbs) = UpliftAbove = Upli~et. = Left Holdown = Right Holdown = 1279 907 100% 1279 907 w, 3.5 Seis. I Wind 2174 1814 16 275 17388 14515 1189 1481 5400 4345 5400 4345 Per Plan Per Plan solidforms Page 10 of 13 05/25/22 engineering 1 p= 1.3 Sos= 0.845 Plate Ht. (ft) = 8 Lwall Tot. (ft) = 12 W2 0 0 0 -I -- --- - 1 -- --- 4 p = 1.3 Sos= 0.845 Plate Ht. (ft) = 8 Lwall Tot. (ft) = 3.5 - --- W2 0 0 0 I --- --- --- -I -- Shearwall Seis. Wind Strength Design Seis. Force: F, = 3.7 psf Maximum Wind Pressure: P, = 16.0 psf VxSels.(ASO) = Area/2*F,*p*0.7 = 937 lbs V,w,rvJ = LH*Lw/2*P,*0.6 = 907 lbs r:v, (Above) = 1279 907 lbs V,Totol = 2216 1814 lbs VJL = 185 151 plf Use Shearwall Type= @ with LTP4 clips@ 48 "o.c. 51% for entire length of grid line 1 W3 W4 Ws w6 I I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- Shearwall Seis. Wind Strength Design Seis. Force: Fx = 3.7 psf 16.0 psf lbs 907 lbs 907 lbs Maximum Wind Pressure: Px = VxSels.(ASO) = Area/2*F.*p*0.7 = 894 V xWirvJ = LH*Lw/2*Px *0.6 = r.v. (Above) = 1279 Yx Toi..1 = 2174 1814 lbs -3.5: 1 = (h/2L)* VJ L = 710 518 plf -© Use Shearwall Type= with LTP4 clips@ 48 "o.c. 50% for entire length of grid line 4 W3 W4 Ws w6 I I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment DL is reduced by 0.6-0.14*Sos for Seis,(12.14.3.1.3) & 0.6 for Wind (2.4.1) Perforated Shear Wall Analysis solidforms engineering Page 11 of 13 05/25/22 Wood Framed Shear Walls with Openings (SEAOC Design Manual Vol. II) Gov. Grid Line: Upper Level 1 Force: Seismic = S05 = 0.8448 Uniformly Distributed Resisting DL = 1279 lbs 254 plf Wall Dimensions (ft) W1 W2 W3 H 1 = Win:ow ........ -... -.... -... ....;..~-.... -... -.... -... -,-.-__ ___;8;:;.._ __ -,---=-3---, 18 ft H2 = 4 ............................... H3 = 3 Max Shear= Overturning Moment = 1Resist. Overturning Moment = Resulting Uplift Force = Header Strap Tension = Sill Strap Tension = 18 ft 213 plf 10233 lbs*ft 19822 lbs*ft (533) lbs 853 lbs 474 lbs No Holdown Required CS16 Strap CS16 Strap 'Resisting Moment DL Is reduced by 0.6-o.1q•5os for Seis.(12.H.3.l.3) & 0.6 for Wind (2.4.1) Gov. 50% 28% Grid Line: Upper Level 3&4 Force: Seismic = S05 = 0.8448 Uniformly Distributed Resisting DL = 978 lbs 128 plf Wall Dimensions (ft) W1 W2 W3 Window 4 S 4 Hl = 1 H2 = 4 H3 = 3 13 ft Max Shear = 226 plf (!) Overturning Moment = 7825 lbs*ft 'Resist. Overturning Force = 5210 lbs*ft Resulting Uplift Force = 201 lbs No Holddown Required Header Strap Tension = 564 lbs CS16 Strap 33% Sill Strap Tension = 314 lbs CS16 Strap 18% 'Resisting Moment DL is reduced by 0.6-0. H'Sos for Seis.(12.H.3.l.3) & 0.6 for Wind (2.4.1) Vert. Shear Force Above Header I 213 I Header Strap Tension V (lb) =I (71) I I 853 I I (355) I V (plf) =I Shear tbove o1enin~ (10) 1 2u 118 V (lb) =I Horiz. Force @ Openi~ 782 1 497 Shear @ Opening V (plf) =I 112 I I 166 Vert. Shear Force Below Sill T (lb) = I 355 I V (lb) =I 308 Sill rrap Teran 1 474 I 24 Shear Below Sill V (plf) =I 44 I 118 I 8 Vert. Shear Force T (lb) =I 569 I I -569 Vert. Shear Force Above Header 1 226 1 ___ Header Strap Tensio~n -~ V (lb) =I (75) I I 564 I I (75) Shear tbove o1enin!L-----, v (plf) =I (19) I 226 lJ..!2Lj Horiz. Force @ Openip.g.___., V (lb) =I 489 I ~ ___ Shear @ Opening .----, v (plf) =I 122 I I 122 Vert. Shear Force Below Sill T (lb) = 1 376 1 V (lb) =I 176 Sill rrap Terion 1 314 1 176 Shear Below Sill V (plf) =I 44 I 125 I 44 Vert. Shear Force T (lb) =I 602 -602 solidforms engineering Redundancy Check Removal of a shear wall or wall pier with a height-to-length ratio greater than 1.0 within any story, or collector connections thereto, would not result in more than a 33% reduction in story strength. (ASCE Table 12.3-3) Upper Level N-S % Reduction of Story p Worst Case Force Removed (lbs) Story Strength (lbs) Strength Gridline A 0 1885 0% 1.0 Redundancy = 1.0 E-W Worst Case Force Removed (lbs) Story Strength (lbs) % Reduction of Story p Strength Gridline 3&4 301 1885 16% 1.0 Redundancy = 1.3 Lower Level N-S Worst Case Force Removed (lbs) Story Strength (lbs) % Reduction of Story p Strength Gridline A 0 3332 0% LO Redundancy = 1.0 E-W Worst Case Force Removed (lbs) Story Strength (lbs) % Reduction of Story p Strength Gridline 4 2174 3332 1.3 Redundancy = 1.3 Page 12 of 13 05/25/22 solidforms engineering Foundation Design Distributed Loads Grid line: 1 q= 1500 psf (Note: All loads are psf and lengths are ft) Page 13 of 13 05/25/22 w= Ext. Wall*Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Total Load w= 16 * 16.0 + 7 * + 34 * 19.0 /2 + 54 * 21.0 /2+ 94 * /2+ * /2= 1146 plf Gov. Load: D+Lr = 1146 plf Use: 12 "Wide x 12 "Deep w/ ( 2 ) #4 Bars T&B EXIST. FTG. 'OK' Loaded:lf1B Grid line: 4 q= 1500 psf (Note: All loads are psf and lengths are ft) w= Ext. Wall*Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Total Load W= 16 * + 7 * + 34 * /2 + 54 * /2+ 94 * /2+ * /2= 0 plf Gov. Load: D = 1264 plf Use: 12 "Wide x 12 "Deep w/ ( 2 ) #4 Bars T&B EXIST. FTG. 'OK' Loaded: p:Uml Concentrated Loads Pad Ftg: Fl q= 1500 psf D( 7600 )+Lr( 2800 )+L( 4500 ) + W( ) + E( ) = 14,900 # Total Load Gov. Load: D+0.75L+0.75Lr = 13075 # Factored Load v'(144* 13075 / 1500 )= 35.4 " Min. Square Dimension Use: 39 "Sqr. x 18 " Deep with (5) #5 Bars Ea. Way Loaded:l:fsM --■1· MiTek~ Re: Sandy_ADU Sandy ADU M iTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 ,=\ >-1-- The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Pacific Truss (El Cajon). 0 Pages or sheets covered by this seal: K 11920199 thru K 11920202 My license rene,val date for the state of Califomia is September 30, 2022. APPROVAL FOR GENERAL COMPLIANCE WITH STRUCTURAL CONTRACT DOCUMENTS ~ APPROVED 0 APPROVF.D AS CORRECTED □ APPROVED AS CORRECTED RESUBMIT FILE COPY C DIS,\f>PHOVED D HEVIEWED FOH INFOHMATION Fabncation may proceed a, shown. Fabricatior, m/Jy proceed based on corrac!ions indicated. Fabrication may proceed based on corrections indicated. Correct submission to resubmit ior record purpos(•JS only. Resubrnit for approval. Approval riot required. Accepted for info. purposes oniy. Approval is for general compliance w,lh the structural contracl docurnenls only. Tr1is approv.il ass,,n1es no ,-esponsibility tor dimension. quantiries, and conditions that pertain to fabrication and installation or for proc<,sscs and WchniqtJ(JS of construction. Th(, Contractor ,s responsiblH !or coordination of thH -~~~ " '" "'z;Jifi"" ,, ,,;, """ '" ' "'' :~: :·:~·-::::~~:· SOLID FORMS ENGINEERING 9474 Kearny Villa Rd. (Suite #215) San Diego, CA 92126 June 7.2022 Zhao. Xiaoming IMPORTANT NOTE: The seal on these truss component designs that t11e engineer named is licensed in the jurisdiction(s) identified and tt designs comply with ANSI/TPI 1. These designs are based upon pararr shown (e.g., loads, supports, dimensions. shapes and design codes). wl given to MiTek or TRENCO. Any project specific information included i: TRENCO's customers file reference purpose only, and was not taken int preparation of these designs. MiTek or TRENCO has not independently applicability of the design parameters or the designs for any particular bI the building designer should verify applicability of design parameters am incorporate these designs into the overall building design per ANSI/TPI • CBR2022-2155 1078 BUENA VISTA WAY ADD 503 SF ADU ABOVE EXIST! NG GARAGE D EV2021 -0264 1551602 400 8/1/2022 CBR2022-2155 Job SANDY_ADU Truss T1 Truss Type FINK Qty Ply Sandy ADU K11920199 1 _L_ ~ __ __.Job Reference (optic~ Pacific Truss (El Cajon), -2-0-0 El Cajon, CA -92021, 5-5-6 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 7 13:24:25 2022 Page 1 ID:JeYukA0S9XJCiUODb ko9bzFJ00-k KnYwKleduChl6HZmmcizs?GK5X46PtuC90Ez8fia 14-8-10 --20-2-0 22-2-0 2-0-0 5-5-6 ----10-1-0 4-7-10 4-7-10 5-5-6 2-0-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 • 6-11-15 6-11-15 SPACING-2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES ----+- CSL TC 0.28 BC 0.52 WB 0.10 4x4 4 13-2-1 6-2-3 DEFL. Vert(LL) Vert(CT) Horz(CT) Scale = 1 :38. 7 20-2-0 6-11-15 in (Ice) 1/defl Ud T PLATES GRIP -0.08 8-10 >999 240 MT20 220/195 -0.28 2-10 >858 180 0.07 6 n/a n/a BCDL 10.0 Code IBC2018fTPl2014 j Matrix-S Weight: 80 lb FT= 20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 OF No.2 G 2X4 OF No.2 G 2X4 DF No.2 G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=20(LC 11) Max Grav 2=1045(LC 1 ), 6=1045(LC 1) FORCES. (lb)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2032/0, 3-4=-1773/0, 4-5=-177310, 5-6=-2032/0 BOT CHORD 2-10=0/1862, 8-10=0/1274, 6-8=0/1862 WEBS 3-10=-358/42, 4-10=0/538, 4-8=0/538, 5-8=-358142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS {directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, lnterior(1) 1-0-0 lo 10-1-0, Exterior(2R) 10-1-0 to 13-1-0 , lnterior(1) 13-1-0 to 22-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. A, WARMNG -Verity des..g:, pararnet~rs and READ NOTES ON iHJ~: AND INCU.iDEO Ml n::K Rt:.FCRE:.:NCE r'A(:\£ :V.!1.1,1 ;~-1 ,e .... 5rt:1:20w BEFORE USE. Design valid for use only with Mil ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inJury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Qu•llty Criteria, DSB-89 and BCSI Bui/ding ComPon•nt Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf. MD 20601 June 7,2022 ■i· Milek· 250 Klug Circle Corona, CA 92880 Job SANDY_ADU Truss T1A --~Truss Type GABLE Qty Ply -~-Sandy ADU K11920200 -----~~J~o~b Referen~option~ Pacific Truss (El Cajon), -2-0-0 El Cajon, CA -92021. 5-5-6 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 7 13:24:34 2022 Page 1 ID:JeYukA0S9XJCiUODb_ko9bzFJ00-zj0kgd1zAPmcn4yrlyQtUcrOkvPC89Lkyot71Dz8fiR 5-5-6 ---t---10-1-0 4-7-10 14-8-10 --~-20-2-0 22-2-0 4-7-10 5-5-6 ---2--0-0 2-0-0 Scale = 1 :38. 7 4x4 4 MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. 4x4 1---- LOADING (psf) -r TCLL 20.0 I TCDL 15.0 1 BCLL 0.0 • BCDL 10.0 ____ 6-11-15 6-~15 SPACING-2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES Code IBC2018/TPl2014 3x4 3x4 CSI. TC 0.28 BC 0.52 WB 0.10 Matrix-S 13--2-1 6~-3 DEFL. in Vert(LL) -0.08 Vert(CT) -0.28 Horz(CT) 0.07 3x4 4x4 ~ 20-2-0 -< 6-11-15 (loc) I/def! Ud PLATES GRIP 8-10 >999 240 MT20 220/195 2-10 >858 180 6 n/a n/a Weight: 94 lb FT= 20% LUMBER- TOP CHORD BOT CHORD WEBS OTHERS 2X4 DF No.2 G 2X4 DF No.2 G 2X4 DF No.2 G 2X4 DF No.2 G BRACING- TOPCHORO BOT CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins. Rigid ceiling directly applied or 8-2-11 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0-3-8 Max Horz 2=20(LC 11) Max Uplift 2=-173(LC 35), 6=-173(LC 36) Max Grav 2=1045(LC 1), 6=1045(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2042/631, 3-4=-1773/229, 4-5=-1773/182, 5-6=-2049/611 BOT CHORD 2-10=-575/1901, 8-10=-9711274, 6-8=-497/1909 WEBS 3-10=-358/51, 4-10=0/538, 4-8=0/538, 5-8=-358/42 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 8=4511; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Ex1erior(2E) -2-0-0 to 1-0-0, lnterior(1) 1-0-0 to 10-1-0, Exterior(2R) 10-1-0 to 13-1-0 , lnterior(1) 13-1-0 to 22-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nonmal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 2 and 6. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 20-2-0 for 74.4 pit. £ WARN!~G. verity desig~ ~arame?e,rs and READ NOTt::S ON THIS ANtl lNCl.UDE:O Mrrt:K RtfEfiENC.:E (JA.(;iE M!!Ai'.113 re-.. !il1:):2020 6Ef=OR!:: US!: Design valid for use onty with Milek®connectors. This design is based only upon parameters shown, and is for an ind1v1dual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stab~Ity and to prevent collapse with possible personal inJury and property damage. For general guidance regarding the fabrk:.ation. storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP/1 Quality Crlt•rla, DSB-89 and BCSI Building Component Safety Information ava!lable from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf, MD 20601 June 7,2022 250 Klug Circle Corona, CA 92880 Job SANDY_ADU I Truss T2 Truss Type COMMON Qty Ply Sandy ADU K11920201 2 Job Reference (o~tional) Pacific Truss (El Cajon), -2-0-0 El Cajon, CA -92021, 8.530 s Dec 6 2021 MiTek Industries, Inc. Tue Jun 7 13:24:35 2022 Page 1 ID:JeYukA0S9XJCiUODb_ko9bzFJ00-Rva6tz2cxiuTPDW1sfy60pOUllkCtaetASdgafz8fiQ 6-6-8 6-6-8 13-1-0 --------15-1-0 2-0-0 6-6-8 2-0-0 Plate Offsets (X, YJ- LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 4.00 12 1----------4-9-9 4-9-9 (2:0-3-6,0-1-0), (4:0-3-6,0-1-0] r SPACING-2-0-0 Plate Grip DOL 1.25 l Lumber DOL 1.25 Rep Stress Iner NO Code IBC2018/TPl2014 3 7 3x10 '1/ 8-3-7 3-5-13 CSI. DEFL. TC 0.58 Vert(LL) BC 0.60 Vert(CT) WB 0.22 Horz(CT) Matrix-S 6 3x10 ~ in (loc) -0.07 6-7 -0.25 6-7 0.05 4 1/defl Ud >999 240 >608 180 nla n/a Scale= 1:27.4 3x8 13-1-0 4-9-9 PLATES GRIP MT20 2201195 Weight: 119 lb FT= 20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 DF No.2 G 2X6 DF No.1 &Bir G 2X4 DF No.2G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=0-3-8 Max Herz 2=14(LC 7) Max Grav 2=3298(LC 1 ), 4=3298(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6570/0, 3-4=-657010 BOT CHORD 2-7=0/6167, 6-7=014492, 4-6=016167 WEBS 3-7=0/2498, 3-6=0/2498 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 8=4511; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-1-0 for 114.6 plf. 10) Girder carries tie-in span(s): 20-2-0 from 0-0-0 to 13-1-0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (plf) Vert: 2-4=-422(F=-402), 1-3=-70, 3-5=-70 A WARNINO • Verify desii'lr: oarame?e-rs and READ NOTES ON THIS AND INGLUDEO MfTEK REFERENCE PA(;<E i'/.il-i.173 r~-... s,19:2020 DEFORC USE Design valid for use only with MiTek® conneclors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must \lerity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of md1\lidual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabmty and to prevent collapse with possible personal in1ury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and SCSI Buildfng Component Safety lnformatlon available from Truss Plate Institute, 2670 Crain Highway, Swte 203 Waldorf. MD 20601 June 7,2022 Nii' MiTek· 250 Klug Circle Corona, CA 92880 Job SANDY_ADU Truss IT2A Truss Type I GABLE Qty Ply ~dyADU K11920202 . Job Reference (~ptiona!.)_ _ • Pacific Truss (El Cajon), -2-0-0 El Cajon, CA· 92021, 8.530 s Dec 6 2021 Milek Industries, Inc. Tue Jun 7 13:24:37 2022 Page 1 ID:JeYukA0S9XJCiUODb_ko9bzFJ00-OHitlf4sTK8BeXgQ_ 4_a5ETsw6SeLXkAem6neXz8fiO 2-0-0 6-6-8 6-6-8 ---j 13-1-0 ---t-15-1-0 6-6-8 2-0-0 Scale= 1 :27.4 4x6 MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 .T BCDL 10.0 SPACING-2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES Code IBC2018fTP12014 6-6-8 6-6-8 CSI. DEFL. in TC 0.48 Vert(LL) -0.04 BC 0.41 Vert(CT) -0.15 WB 0.05 Horz(CT) 0.03 Matrix-$ 13·1·0 6-6-8 (loc) 1/defi Ud PLATES GRIP 2-6 >999 240 MT20 220/195 2-6 >999 180 4 n/a n/a _l_ Weight: 48 lb FT= 20% LUMBER- TOP CHORD BOT CHORD WEBS OTHERS 2X4 DF No.2 G 2X4 DF No.2 G 2X4 OF No.2 G 2X4 OF No.2 G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 5-2-15 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 4=0-3-8 Max Horz 2=14(LC 33) Max Uplift 2=-207(LC 35), 4=-207(LC 36) Max Grav 2=726(LC 1 ). 4=726(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1430/715, 3-4=-1429/725 BOT CHORD 2-6=-653/1243, 4-6=-580/1243 WEBS 3-6=01304 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=90mph (3-second gust) Vasd=71mph; TCDL=6.0psf; BCDL=6.0psf; h=2511; 8=4511; L=2411; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-0 to 1-0-0, lnterior(1) 1-0-0 to 6-6-8, Exterior(2R) 6-6-8 to 9-6-8, lnterior(1) 9-6-8 to 15-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (nonmal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlfTPI 1. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) One RT4 Milek connectors recommended to connect truss to bearing walls due to UPLIFT atjt(s) 2 and 4. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSlfTPI 1. 10) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 13-1-0 for 114.7 plf. £WARNING. Venty d!sig~ parameters anc READ NOTES ON TH!S AND INCU.iDEO Ml'Ti.:K REfEHENCE PAGE Mil-i',173 r~>t s,1r,:2020 SEfC.RE USE Design valid for use only with MiTek®connectors. This design is based only upon parameters. shown, and is 1or an 1nd1vldual butlding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of ind1vrdual truss web and/or chord members only. Additional temporary and permanent bracing 1s always required tor stability and to prevent collapse with possible personal 1n1ury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Qu•lity Criteria, DSB-89 and BCSI Building Component S•fety Information available from Truss Plate Institute. 2670 Crain Highway, Suite 203 Waldorf. MD 20601 June 7,2022 250 Klug Circle Corona, CA 92880 Symbols PLATE LOCATION AND ORIENTATION ~ Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-~ 16" For 4 x 2 orientation, locate plates 0-•,ri' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. • Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION ~ Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPl1: National Design Specification for Metal DSB-89: BCSI: Plate Connected Wood Truss Construction. Design Standard for Bracing. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 Cl'. 0 J: l) 0.. 0 I- 8 Numbering System 6-4-8 1 dimensions shown In ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS ~ BOTTOM CHORDS 7 6 5 0 Cl'. 0 J: l) 0.. 0 I- JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311 , ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved I ■i· 7 MiTek3 MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 £ General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21. The design does not take into account any dynamic or other loads other than those expressly stated. {_ City of Carlsbad CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project# & Name: Permit#: Project Address: Assessor's Parcel #: Project Applicant: (Owner Name) DEV2021-0264, SANDY ADU CBR2022-2155 1078 BUENA VISTA WAY 1551602400 AUG I 9 2022 AV WORKS PETER SANDY Cll Y Ur l BUILD.t .G ~,, Residential Square Feet: New/Additions: ------------------ Second Dwelling Unit: 503 ------------------ Commercial Square Feet: New/Additions: ------------------ City Certification: City of Carlsbad Building Division Date: 08/18/2022 Certification of ApplicanUOwners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person [ZJ Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: {760) 331-5000 D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: {760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: {760) 753-6491 Ext 5514 (By Appt. Only) D San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: {760) 290-2649 Contact: Katherine Marcelja (By Appt.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: {760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJ ECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Sianature of Authorized School District Official: 'D 6 . \'.:) J~YY> , S C'J 4 u I rAt sJ.Q. . . L~ _Gu_ v, \\"'<'-'t - Title: S \,,,\ pt? f: \ Y\ ~;\;, LY\'k: Date: i;, -) K:-&G . CARLSBAD UNIFIED SCHOOL DISTRICT \ Name of School District: -6225-iL-CAMJNO-REA Phone: 'j (e () '3 3 / ~--oo:J COMMUNITY DEVELOPM~~'Wt..~i~i t ivision 1635 Faraday Ave I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I buildinq@carlsbadca.qov I www.carlsbadca.qov STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP G6 «~Cda -a' Js- STORM WATER POLLUTION PREVENTION NOTES BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-storm Water Wast.e Management and Materials 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE BMPs Control BMPs Management BMPs Pollution Control BMPs AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION c:: OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN c:: c:: 0 ...., ...., 0 0 :;:; c:: c:: -0 :;:; :;:; C7> 0 Q) -0 Q) -0 IS EMINENT. VJ c:: 0 0 c:: c:: C7> E c:: E ...., 0 ::J ::J 0 ·.:: 0 c:: ...., 'c c.. 0 0 E Q) .... .... :;:; .... ·3 >, Q) Q) THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION ::::!: -0 VJ C7> .... ...., ...., c:: '-C7> ...., 2. c:: Q) .... Q) c VJ VJ VJ ~ ·.:: CT .... 0 c:: VJ Q) C7> Oc, c.. Q) -~ ·.:: -c:: VJ c:: .... w Q) 0 0 ...., Best Management Practice* ~ £ 0 CD c.. .... 0 Q) 0 .... <.!> Q) > c:: :;:; ;:: ...., VJ CONTROL DEVICES TO WORKING ORDER TO THE SA TlSF ACTION VJ 3: VJ t= Q) 0 c:: (_) Q) ...., Q) 0 ...., 0-<J .c c:: E u .... VJ ~ -0 Q) VJ ::::!: c:: Q) c:: c:: ;:: c:: (BMP) Description ➔ VJ 0 Q) (/) ·o Q) VJ C7> Q) C7> CD ·a c:: C7> c:: -0 VJ c:: Cl :::> Q) ...., Q) VJ Q) Q) OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING Q) 0 3: c:: -ow c:: c:: > g:J E :5 ~ Q) .... 0 ...., 0 0 .... 0 -0 >, 0 VJ 0 Q) ::, E Q) E :;:; c:: Cl CD (/) ·-C7> Cl•-Q)'-.. (_) Q) Oo C7> Q) RAINFALL. ::::!: Cl C7> Cl c:: Q) a:: E 0 E] N VJ ~o ~~ Q) 0 Q) 0 = ..__ ;:: Q) 0 Q) ...., Q) X Q) 0 Q) c:: c.. a.. 0 ~ C7> Q) C7> 0 ...., ::J = VJ = 3: ::0 ·-C7> ·.:: C7> Q) LL E ~ 1 .0 .... --c:: 0 u·c .... 0 ~ .... bo -0 .c c:: Q) .... Q) ::J ·-Q) ·--0 ~o -0 0 oo ...., ...., __ c.. 'c 0 -0 .... ...., .0 .... .0 0 ·-.... 0 ·-0 Q) .... Q) 0 _...., THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION 0 0 I... 0 ...., Q) Q) 0 Q) 0 c:: 0 0 0 C7> 0 0 Ei ~ ...., .c Q) ...., 0 ...., 0 = c:: ·-c:: NC:: c:: c:: 3. Q) ~ 0 I... 0 Q) .c .0 I... .!:;o 0 ...., .... .B 0 0 Q) _ o...., 0 ...., c..o QO oo oo c..:::, WO u5 vi (/) u G: c..:::, en> (/) (/) a.. en c:: (/) a:: ;::ct a..o a.. >U ::::!: (/) ::::!: (/) (/) (_) (/) ::::!: I::::!: U::::!: CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR CASQA Designation ➔ r--c:o 0) ~ ..., ...t-I.{) (0 r--c:o 0 N ~ ..., r--c:o ~ N ..., ...t-I.{) (0 c:o i" ~ ~ I I I I I I I I I I I I I I I I I I I I I I I I UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. u (_) u u w w w w w w w w ~ ~ (/) (/) (/) (/) ::::!: ::::!: ::::!: ::::!: i ::::!: :::i;: Const.ruction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) z z z z ;:: ;:: ;:: ;:: ;:: ;:: 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE IX: Gradinq/Soil Disturbance 'x-, h G AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) V. Trenchina7Excavation \(:; y DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT y Stockoilina ~ ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER Drillina/Borina EACH RAINFALL. Concrete7Asohalt Sawcuttinq 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM Concrete Flatwork PavinQ AGGREGATE. Conduit7Pioe Installation 6. ADE QUA TE EROSION AND SEDIMENT CONTROL AND PERIMETER Stucco/Mortar Work PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST Waste Disoosal BE INSTALLED AND MAINTAINED. Staaina/Lav Down Area Eauioment Maintenance and Fuelina 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER Hazardous Substance Use /Storaae THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED Dewaterina TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY Site Access Across Dirt REGULA TlONS. Other (list): Instructions: 1. Check the box to the left of all applicable construction activity ( first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresllonding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check he box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION PROJECT INFORMATION V b-_ ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID Site Address: /r) 7 b \LvJ~c-, \\ r1\ 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 TIMES, Assessor's Parcel Number: COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES Emergency c,act: ~f UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED Name: 10 BY THE CITY OF CARLSBAD. 24 Hour Phone: 7 ~ -'S'°D -(%~/ OWNER(S)/OWNER'S AGENT NAME (PRINT) Construction Threat to Storm Water Quality (Check Box) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) DATE 0 MEDIUM 0 LOW E-29 Page 1 of 1 REV 11/17 r City of Carlsbad Climate Action Plan Consistency Checklist STEP 2: CAP ORDINANCE COMPLIANCE REQUIREMENTS Completion of this checklist will document a project's compliance with CAP ordinances, and in turn, demonstrate consist ency with the applicable measures and actions of the CAP. The compliance requirements in this Step 2 apply to development projects that require a building permit. All other development projects shall implement all emissions-related mitigation measures from the General Plan Update EIR. Project No./Name: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: Sandy ADU 1076 Buena Vista Way, Carlsbad, CA 92008 Jesse Leon 10245 Casa Court, Santee, CA 92071 619-733-8134 Contact Email: jessealeon@hotmail.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. If your project includes alterations or additions to an existing bu ii ding, please contact the Carlsbad Building Division for assist ance in estimating building permit valuation, by phone at 760-602-2719 or by email at building@carlsbadca.gov. i ':) I ?-':fa IBl Alterations: □ BPV < $60,000 rn BPV;,; $60,000 □ Electrical service panel upgrade □ BPV ;,; $200,000 □ New construction D Alterations: P-30 N/A lA and 4A 4A lA and 4A Page 3 of7 All residential alterations 1-2 family dwellings and townhouses with attached garages only Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Revised 07/21 f City of Carlsbad Climate Action Plan Consistency Checklist □ BPV;:,: $200,000 or additions ;:,: 1B,5 1,000 square feet □ BPV 2 $1,000,000 1B, 2B and 5 Building alterations of 2 75% existing gross floor area □ 2 2,000 sq. ft. new roof addition 2B and 5 1B also applies if BPV ;:,: $200,000 Please refer to Carlsbad Ordinance No. CS-347 and the California Green Building Standards Code (CALGreen) for more information when completing this section. A. 0 Residential addition or alteration~ $60,000 building permit valuation. See Ord. CS-347, Section 8. Year Built Single-family Requirements l!l Before 1978 Select one: 00 Duct sealing □ Attic insulation □Cool roof □ 1978 and later Select one: D Lighting package D Water heating package □ Between 1978 and 1990 □ 1991 and later B. D Nonresidential* new construction or alterations~ $200,000 building permit valuation, or additions~ 1,000 square feet See CALGreen Appendix AS, Discussion AS.2, as amended in CS-347, Section 3. AS.203.1.1.1 □ Outdoor lighting: .90 Allowed Outdoor Lighting Power AS.203.1.1.2 D Restaurant service water heating (comply with California Energy Code Section 140.5, as amended) AS.203.1.2.1 Choose one as applicable: □ .95 Energy budget D .90 Energy budget AS.211.1. ** D On-site renewable energy AS.211.3** D Green power (if offered by local utility provider, 50% minimum renewable sources) AS.212.1 D Elevators and escalators AS.213.1 D Steel framing P-30 Page 4 of7 □ N/A _________ _ □ Exception: Home energy score~ 7 (attach certification) Multi-family Requirements □ Attic insulation Select one: □ Attic insulation D Duct Sealing Select one: □Cool roof □ Lighting package □ Water heating package □ N/A _________ _ □ N/A □ N/A □ N/A □ N/A □ N/A 0 N/A Revised 07/21 City of Carlsbad Climate Action Plan Consistency Checklist 0 N/A • Includes hotels/motels and high-rise residential buildings •• For alterations.: $1,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with California Energy Code section 120.10 instead. A. ~ Residential new construction (for building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.l(c) 14 for requirements. Note: if project includes installation of an electric heat pump water heater pursuant to Carlsbad ordinance CS-348, increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc* sheets if necessary) ADU 503 1 1.64 Total System Size: 1.64 kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception D D D D kWdc 8. D Nonresidential new construction or alterations ~1,000,000 BPV and affecting ~75% existing floor area, or addition that increases roof area by ~2,000 square feet. Please refer to Carlsbad Ordinance CS-347, Section 6 when completing this section. Choose one of the following methods: D Gross Floor Area (GFA} Method GFA: 0 If< 10,000s.f. Enter: 5 kWdc Min. System Size: ___ kWdc 0 If.: 10,000s.f. calculate: 15 kWdc x (GFA/10,000} ** **Round building size factor to nearest tenth, and round system size to nearest whole number. D Time-Dependent Valuation Method Annual TDV Energy use:*** x .80= Min. system size: ____ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. P-30 Page 5 of 7 Revised 07/21 I City of Carlsbad Climate Action Plan Consistency Checklist A. 0 Residential and hotel/motel new construction Please refer to Carlsbad Ordinance CS-347 and CS-348 when completing this section. D For systems serving individual dwelling units choose one: D Heat pump water heater AND compact hot water distribution AND drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CA Energy Code Section 120.10 (for high rise residential hotel/motel) or 150.l(c) 14 (for low-rise residential) 0 Heat pump water heater meeting Tier 3 or higher NEEA Advanced Water Heating Specification D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CS-347 (high-rise residential, hotel/motel) or CS-348 (low-rise residential) D Solar water heating system that is either: D .60 solar savings fraction or 40 s.f. solar collectors D .40 solar savings fraction, plus drain water heat recovery D Exception: 8. D Nonresidential new construction Please refer to Carlsbad Ordinance CS-347 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics D Recovered energy D Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) D Solar water heating system with .40 solar savings fraction D Exception: A. 0 Residential New construction and major alterations* Please refer to Carlsbad Ordinance CS-349 when completing this section. ~ One and two-family residential dwelling or townhouse with attached garage: IBI One EVSE ready parking space required D Exception : D Multi-family residential: □ Exception • Total Parking Spaces EVSE Spaces Proposed Capable I Ready I I I Calculations: Total EVSE spaces= .10 xTotal parking (rounded up to nearest whole number} EVSE Installed= Total EVSE Spaces x .SO (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") Installed I 1 Total P-30 Page 6 of 7 Revised 07/21 • City of Carlsbad Climate Action Plan Consist ency Checklist *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation<! $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B O Nonresidential new construction (includes hotels/motels) D Exception • Total Parking Spaces EVSE Spaces Proposed Caoable Ready Installed Total Calculation· Refer to the table below· Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 and over 10 percent of total 50 percent of Required EV Spaces A. List each proposed nonresidential use and gross floor area (GFA) allocated to each use. B. Employee ADT/1,000 square feet is selected from the City of Carlsbad Employee ADTTable. Use GFA Employee ADT/1,000 S.F. Total Employee ADT Total If total employee ADT is greater than or equal to 110 employee ADT, a TDM plan is required. *NOTE: Notwithstanding the 110 employee ADTthreshold above, General Plan Mobility Element Policy 3-P.ll requires new development that adds vehicle traffic to vehicle LOS-exempt street facilities to implement TOM and transportation system management strategies. Please consult with City of Carlsbad Land Development Engineering (LDE) staff to determine whether this policy applies to your project. TDM plan required: Yes D No D LDE Staff Verification: □, ______ (staff initials) P-30 Page 7 of 7 Revised 07/21 • {'cicyof Carlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov I INSTRUCTIONS: • _': = Q◄ To address post-development pollutants that may be generated from development projects, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Carlsbad BMP Design Manual (BMP Manual}. To view the BMP Manual, refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'STANDARD PROJECT' requirements, 'STANDARD PROJECT' with TRASH CAPTURE REQUIREMENTS, or be subject to 'PRIORITY DEVELOPMENT PROJECT' (PDP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A completed and signed questionnaire must be submitted with each development project application. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. PROJECT INFORMATION PROJECT NAME: Sandy ADU APN: ADDRESS: 1076 Buena Vista Way 155-160-24 The project is (check one): D New Development ~ Redevelopment The total proposed disturbed area is: 200 ft2 ( .01 ) acres The total proposed newly created and/or replaced impervious area is: 503 ft2 ( .01 ) acres If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project ID SWQMP#: Then, go to Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. This Box for City Use Only YES NO Date: Project ID: City Concurrence: □ □ By: E-34 Page 1 of 4 REV 09/21 STEP1 TOBECOMPLETEDFORALLPROJ~ To determine if your project is a "development project", please answer the following question: YES NO Is your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building □ ~ or structure that do not alter the size (See Section 1.3 of the BMP Design Manual for guidance)? If you answered "yes" to the above question, provide justification below then go to Step 6, mark the box stating "my project is not a 'development project' and not subject to the requirements of the BMP manual" and complete applicant information. Justification/discussion: (e.g. the project includes only interior remodels within an existing building): If you answered "no" to the above question, the project is a 'development project', go to Step 2. STEP2 TO BE COMPLETED FOR ALL DEVELOPMENT PROJECTS To determine if your project is exempt from PDP requirements pursuant to MS4 Permit Provision E.3.b.(3), please answer the following questions: Is your project LIMITED to one or more of the following: YES NO 1. Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: a) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non- erodible permeable areas; OR □ 0 b) Designed and constructed to be hydraulically disconnected from paved streets or roads; OR c) Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets auidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in □ 00 accordance with the USEPA Green Streets guidance? 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? □ ~ If you answered "yes" to one or more of the above questions, provide discussion/justification below, then go to Step 6, mark the second box stating "my project is EXEMPT from PDP ... " and complete applicant information. Discussion to justify exemption ( e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): If you answered "no" to the above questions, your project is not exempt from PDP, go to Step 3. E-34 Page 2 of 4 REV 09/21 • _~ ~.-.7 .-, .. ~ ~i-.~l,~~·:' A,~ r: ~r ,~~• -• .. ' -..,. , > ' ! ', ; • -~, • ,. • ""' ~ , f I }I ; • I ; 1 .. ----~"---' •-•-----':"-:--~, • ..... •• - To determine if your project is a PDP, please answer the following questions (MS4 Permit Provision E.3.b.(1 )): YES NO 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces □ Iii collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 2. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or □ ~ more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land. 3. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is □ ~ a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (Standard Industrial Classification (SIC) code 5812). 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious □ ~ surface collectively over the entire project site and supports a hillside development project? A hillside development proiect includes development on any natural slope that is twenty-five percent or areater. 5. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is □ [!I a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious street, road, highway, freeway or driveway surface collectively over the entire project □ @ site? A street, road, highway, freeway or driveway is any paved impervious surface used for the transoortation of automobiles, trucks, motorcvcles and other vehicles. 7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally □ ~ Sensitive Area (ESA)? "Discharging Directly to" includes now that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESA (i.e. not commingled with flows from adjacent lands).• 8. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface that supports an automotive repair shop? An automotive repair □ ~ shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534 or 7536-7539. 9. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes □ ~ RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles per day. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land □ 0 and are expected to generate pollutants post construction? 11. Is your project located within 200 feet of the Pacific Ocean and ( 1) creates 2,500 square feet or more of □ IBl impervious surface or (2) increases impervious surface on the property by more than 10%? (CMC 21.203.040) If you answered "yes" to one or more of the above questions, your project is a PDP. If your project is a redevelopment project, go to step 4. If your project is a new project, go to step 6, check the first box stating, "My project is a PDP ... • and complete applicant information. If you answered "no" to all of the above questions, your project is a 'STANDARD PROJECT'. Go to step 5, complete the trash capture questions .. • Environmentally Sens1t1ve Areas include but are not ltm1ted to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; Habitat Management Plan; and any other equivalent environmentally sensitive areas which have been identified by the City. E-34 Page 3 of 4 REV 09/21 • STEP4 TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE PRIORITY DEVELOPMENT PROJECTS (POP) ONLY Complete the questions below regarding your redevelopment project (MS4 Permit Provision E.3.b.(2)): YES NO Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: Existing impervious area (A) = sq. ft. □ □ Total proposed newly created or replaced impervious area (B) = sq. ft. Percent impervious area created or replaced (B/A)*100 = % If you answered "yes", the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 6, check the first box stating, "My project is a PDP ... " and complete applicant information. If you answered "no," the structural BMP's required for PDP apply to the entire development. Go to step 6, check the first box stating, "My proiect is a PDP ... " and complete applicant information. STEPS TO BE COMPLETED FOR STANDARD PROJECTS Complete the question below regarding your Standard Project (SDRWQCB Order No. 2017-0077): YES NO Is the Standard Project within any of the following Priority Land Use (PLU) categories? R-23 (15-23 du/ac), R-30 (23-30 du/ac), Pl (Planned Industrial), CF (Community Facilities), GC (General □ ~ Commercial), L (Local Shopping Center), R (Regional Commercial), V-B (Village-Barrio), VC (Visitor Commercial), 0 (Office), VC/OS (Visitor Commercial/Open Space), Pl/O (Planned Industrial/Office), or Public Transportation Station If you answered "yes", the 'STANDARD PROJECT' is subject to TRASH CAPTURE REQUIREMENTS. Go to step 6, check the third box stating, "My project is a 'STANDARD PROJECT' subject to TRASH CAPTURE REQUIREMENTS ... • and complete applicant information. If you answered "no", your project is a 'STANDARD PROJECT'. Go to step 6, check the second box stating, "My project is a 'STANDARD PROJECT' .. ." and complete aoolicant information. STEP& CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION D My project is a PDP and must comply with PDP stormwater requirements of the BMP Manual. I understand I must prepare a Storm Water Quality Management Plan (SWQMP) per E-35 template for submittal at time of application. ~ My project is a 'STANDARD PROJECT' OR EXEMPT from PDP and must only comply with 'STANDARD PROJECT' stormwater requirements of the BMP Manual. As part of these requirements, I will submit a "Standard Project Requirement Checklist Form E-36'' and incorporate low impact development strategies throughout my project. 0 My project is a 'STANDARD PROJECT' subject to TRASH CAPTURE REQUIREMENTS and must comply with TRASH CAPTURE REQUIREMENTS of the BMP Manual. I understand I must prepare a TRASH CAPTURE Storm Water Quality Management Plan (SWQMP) per E-35A template for submittal at time of application. Note: For projects that are close to meeting the PDP threshold, staff may require detailed impervious area calculations and exhibits to verify if 'STANDARD PROJECT' stormwater requirements apply. D My project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box Applicant Name: --Jesse Leon Applicant Title: Agent Applicant Signature~-}A .A .A /J_ ~/ l'l~~ Date: 10/10/2021 /1 V E-34 Page 4 of 4 REV 09/21 Ccityof Carlsbad Project Name: Sandy ADU Plan ID: DWG No. STANDARD PROJECT REQUIREMENT CHECKLIST E-36 Project lnfonnatlon Permit No. Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov Basellne BMPs for Existing and Proposed Site Features Complete the Table 1 -Site Design Requirement to document existing and proposed site features and the BMPs to be implemented for them. All BMPs must be implemented where applicable and feasible. Applicability is generally assumed if a feature exists or is proposed. BMPs must be implemented for site design features where feasible. Leaving the box for a BMP unchecked means it will not be implemented (either partially or fully) either because it is inapplicable or infeasible. Explanations must be provided in the area below. The table provides specific instructions on when explanations are required. Table 1 -Site Design Requirement ~ A. Existing Natural Site Features (see Fact Sheet BL-1 l 1. Check the boxes below for each existing feature on 1. Select the BMPs to be implemented for each identified feature. Explain the site. why any BMP not selected is infeasible in the area below. SD-G SD-H Conserve natural Provide buffers around waterbodies features □ Natural waterbodies □ □ □ Natural storaae reservoirs & drainaae corridors □ -- ~ Natural areas, soils, & veaetation (incl. trees) I&] -- B. BMPs for Common Impervious Outdoor Site Features (see Fact Sheet BL-2) 1. Check the boxes below for each 2. Select the BMPs to be implemented for each proposed feature. If neither BMP SD-B nor proposed feature. SD-I is selected for a feature, explain why both BMPs are infeasible in the area below. SD-B SD-I Minimize size of Direct runoff to pervious Construct surfaces from impervious areas areas permeable materials □ Streets and roads □ □ !xi Check this box to confirm □ Sidewalks & walkways □ □ that all impervious areas on the site will be minimized □ Parking areas & lots □ □ where feasible. □ Driveways □ □ If this box is not checked, □ Patios, decks, & courtyards □ □ identify the surfaces that cannot be minimized in area □ Hardcourt recreation areas □ □ below, and explain why it is □ Other: □ □ infeasible to do so. C. 5iJ BMPs for Rooftop Areas: Check this box if rooftop areas are proposed and select at least one BMP (see Fact below. Sheet BL-3) If no BMPs are selected, explain why they are infeasible in the area below. all SD-B I OSD-C l OSD-E Direct runoff to pervious areas Install areen roofs Install rain barrels E-36 Page 1 of 3 Revised 10/21 D. □ BMPs for Landscaped Areas: Check this box if landscaping is proposed and select the BMP below (see Fact □ SD-K Sustainable Landscaping Sheet BL-4) If SD-K is not selected, explain why it is infeasible in the area below. Provide discussion/justification for site design BMPs that will not be implemented (either partially or fully): No proposed landscaping Baseline BMPs for Pollutant-generating Sources All development projects must complete Table 2 -Source Control Requirement to identify applicable requirements for documenting pollutant-generating sources/ features and source control BMPs. BMPs must be implemented for source control features where feasible. Leaving the box for a BMP unchecked means it will not be implemented (either partially or fully) either because it is inapplicable or infeasible. Explanations must be provided in the area below. The table provides specific instructions on when explanations are required. Table 2 -Source Control Requirement A. Management of Storm Water Discharges 1. Identify all proposed outdoor 2. Which BMPs will be used to prevent 3. Where will runoff from the work areas below materials from contacting rainfall or work area be routed? runoff? ~ Check here if none are proposed (See Fact Sheet BL-5) (See Fact Sheet BL-6) Select all feasible BMPs for each work area Select one or more option for each work area SC-A SC-B SC-C SC-D SC-E Other Overhead Separation Wind Sanitary Containment covering flows from protection sewer system adjacent areas □ Trash & Refuse Storaae □ □ □ □ □ □ □ Materials & Eauioment Storaae □ □ □ □ □ □ □ Loadina & Unloadina □ □ □ □ □ □ □ FuelinQ □ □ □ □ □ □ □ Maintenance & Reoair □ □ □ □ □ □ □ Vehicle & Eauioment CleaninCl □ □ □ □ □ □ □ Other: □ □ □ □ □ □ B. Management of Storm Water Discharges (see Fact Sh eet BL-7) Select one ootion for each feature below: • Storm drain inlets and catch basins ... rn are not proposed □ will be labeled with stenciling or signage to discouraae dumoina (SC-F\ • Interior work surfaces, floor drains & I]! are not proposed □ will not discharge directly or indirectly to the MS4 sumps ... or receiving waters • Drain lines (e.g. air conditioning, boiler, ~ are not proposed □ will not discharge directly or indirectly to the MS4 etc.) ... or receiving waters • Fire sprinkler test water ... ral are not proposed □ will not discharge directly or indirectly to the MS4 or receivinQ waters Provide discussion/justification for source control BMPs that will not be implemented (either partially or fully): E-36 Page 2 of 3 Revised 10/21 This E-36 Form is intended to comply with applicable requirements of the city's BMP Design Manual. I certify that it has been completed to the best of my ability and accurately reflects the project being proposed and the applicable BMPs proposed to minimize the potentially negative impacts of this project's land development activities on water quality. I understand and acknowledge that the review of this form by City staff is confined to a review and does not relieve me as the person in charge of overseeing the selection and design of storm water BMPs for this project, of my responsibilities for project desion. ....---. Preparer Signature:l.,.,' A ~,,," Ltl41'v I Date: 1011012021 (/ Print oreoarer name: Jesse Leon E-36 Page 3 of 3 Revised 10/21