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2703 WATERBURY WAY; ; CBR2024-1578; Permit
Building Permit Finaled Residential Permit Print Date: 04/15/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2703 WATERBURY WAY, CARLSBAD, CA 92010-1370 BLDG-Residential Work Class: 1674411300 Track#: $121,187.31 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: NEVES: 577 SF ADDITION Applicant: Property Owner: Addition GEIS OWENN GEIS 339 DURIAN ST GUSTAVO AND ABBY NEVES FAMILY TRUST 2703 WATERBURY WAY VISTA, CA 92083-5601 (714) 402-6241 FEE BUILDING PLAN CHECK CARLSBAD, CA 92010-1370 BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION TIER 1-Medium BLDG SWPPP PLAN REVIEW TIER 1 -Medium Total Fees: $2,889.79 Total Payments To Date: $2,889.79 Permit No: Status: (cityof Carlsbad CBR2024-1578 Closed -Finaled Applied: 06/17/2024 Issued: 09/06/2024 Finaled Close Out: 04/15/2025 Final Inspection: 03/14/2025 INSPECTOR: Renfro, Chris Alvarado, Tony AMOUNT $864.50 $197.00 $104.00 Balance Due: $5.00 $1,330.00 $15.29 $292.00 $82.00 $0.00 Please take NOTICE that approval of your project includes t he "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 w ww.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check C()0..i{)'V1~ ~tt Est. Value 1 ll1 , '1.-0b ✓11 PC Deposit § S{Jl,( .'5 b Date lp-J J ..--Zj Job Address 2703 Waterbury Way Carlsbad, CA 92010 CT/Project #:CBR2024-1578 Unit: _____ APN:_16_7_-_4_41_-_1_3_oo ______ _ Lot#: IC:l'f'f Jt'4Pvear Built: 1983 ---------- BRIEF DESCRIPTION OF WORK: Bedroom and office addition 3) New SF : Living SF, 560 Deck SF,. ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O 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:ORoofOGround, Tilt: ()YON, RMA:OYO N, Battery:OYO N, Panel Upgrade:OYON Electric Meternumber: 0th er: APPLICANT {PRIMARY CONTACT) Name:Gustavo Neves Address:2703 Waterbury Way City:Carlsbad State:CA Zip:92010 ---Phone:714-330.0642 Email:gusneves@me.com DESIGN PROFESSIONAL Name:Owenn Geiss Address:339 Durian Street City: Vista State:_C_A __ Zip:92083 Phone: 714-402. 6241 Email:owenngueis@gemail.com ------------ PROPERTY OWNER Name:Gustavo Neves Address: 2703 Waterbury Way City:Carlsbad State:_C_A __ Zip:92010 Phone: 714-330.0642 Email: gusneves@me.com CONTRACTOR OF RECORD Business Name: ________________ _ Address: _________________ _ City:. _______ .State: ___ Zip:. ______ _ Phone: __________________ _ Email: ·-------------------Architect State License: ___________ _ ~-------Class: ______ _ License# (Required): _______ _ APPLICANT CERTIFICATION: I certify that I have read the application and state that the abo e infi matian is carrect and that the infarmatian af the plans is accurate. I agree ta camply with all City ordinances and State laws relating ta building construction. Gustavo Neves NAME (PRINT): _________ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 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: I hereby affirm underpenaltyof perjury that I am licensed under provisions of Chapter9 ( commencing with Section lOOO)of Division3 of the Business and Professions Code, and my license is in full f orceand 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- D I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for t he performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name:-----------------------• Policy No. ____________________________ Expiration Date: _______________ _ -OR- D 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 TION: 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): _________ SIGNATURE: _________ DATE: _____ _ Note: If the person signing above is an authorized agent for the contract . • d I tter 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: I!) 1, 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- D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- D I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, l!J FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below l acknowledge that, except for my personal residence in which l 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 l have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of theapplicablelaw, Section 7044 of the Business and Prof essionsCode, isavai/ableupon request when this application is submitted or at the following Web site: http:llwww.leginfo.ca.gov/ca/aw.html. OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show II ex ting 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 xisti 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 ased n 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 an her; a cess 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 be n ace ately 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 a the ti of their construction, unless otherwise noted. _,.._._,,,__ _____ DATE:_q_-,_-z_4 __ NAME (PRINT): Gustavo Neves Note: If the rson signin above is an authorized a ent for the owner. 163S Faraday Ave Carlsbad, CA 92008 Email: Building@carlsbadca.gov 2 REV. 04/22 I. II. Ill. IV. V. ( City of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM B-61 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www. ca rlsbadca .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 2-103 WM6flf;u/?'t) lJA't;, CNus &lo CA, Cf 201O 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 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 injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. L1 understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed contractor to assume this responsibility. _!__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 or her name instead of my own. ,A_1 understand contractors are required by law to be licensed and bonded in California and to list their license nu(llbers on permits and contracts. _,_ •• _, 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. 05/22 Owner-Builder Acknowledgement Continued VI. L1 understand 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 llmay subject me to serious financial risk. 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 tzo•k ;, perto,med unde, contract w;th a lkensed gene,al buHd;ng contractoL VII. VIII. IX. I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable t r any financial or personal injuries sustained by any subsequent owner(s) which result from any latent construction defects in the workmanship or materials. -U--1 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 about licensed contractors. X. __ I 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: XI. XII. Zt:?10 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide bvp; applicable laws and requirements that 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 of perjury that I have read and understand all of the information vided on this form and that my responses, including my authority to sign this form, is true and correct. I am aware that I have the option to c sul 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 t s rig tin signing this form without the advice of legal counsel. ~,z~ Property Owner Name (PRINT) Date 3 REV. 05/22 ("City of Carlsbad OWNERS AUTHORIZED AGENT FORM B-62 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov OWNER'SAUTHORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in its entirety to be accepted by the City for each separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Designer Scope of Construction Project (or Description of Work): ___________________ _ 2703 Waterbury Way Carlsbad CA 92010 Project Location or Address: ____________________________ _ Owenn Geis 714 402 6241 Name of Authorized Agent: __________________ Tel No. ________ _ 339 Durian St. Vista CA 92083 Address of Authorized Agent: ____________________________ _ I declare under penalty of perjury that I am the property ner for the address listed above and I personally filled out the above information and certify its accuracy. 1 PERMIT INSPECTION HISTORY for (CBR2024-1578) Permit Type: BLDG-Residential Application Date: 06/17/2024 Owner: TRUST GUSTAVO AND ABBY NEVES FAMILY TRUST Work Class: Addition Issue Date: 09/06/2024 Subdivision: CARLSBAD TCT#74-04 Status: Closed -Finaled Expiration Date: 09/02/2025 Address: 2703 WATERBURY WAY IVR Number: 57152 CARLSBAD, CA 92010-1370 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 01/16/2025 01/16/2025 BLDG-82 Drywall, 273482-2025 Passed Chris Renfro Complete Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-17 Interior Lath-Drywall Yes BLDG-18 Exterior Lath and Yes Drywall BLDG-23 Gas-Test-Repairs Yes 03/04/2025 03/04/2025 BLDG-33 Service 277625-2025 Passed Chris Renfro Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/14/2025 03/14/2025 BLDG-Final Inspection 278624-2025 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Tuesday, April 15, 2025 Page 4 of 4 PERMIT INSPECTION HISTORY for (CBR2024-1578) Permit Type: BLDG-Residential Application Date: 06/17/2024 Owner: TRUST GUSTAVO AND ABBY NEVES Work Class: Addition Status: Closed -Finaled FAMILY TRUST Issue Date: 09/06/2024 Subdivision: CARLSBAD TCT#74-04 Expiration Date: 09/02/2025 IVR Number: 57152 Address: 2703 WATERBURY WAY CARLSBAD, CA 92010-1370 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 12/16/2024 01/09/2025 Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 12/16/2024 BLDG-83 Roof Sheating, 271066-2024 Exterior Shear (13,15) Checklist Item BLDG-Building Deficiency BLDG-13 Shear Panels-HD (ok to wrap) BLDG-15 Roof Sheathing-Reroof COMMENTS BLDG-84 Rough Combo(14,24,34,44) 271067-2024 Checklist Item COMMENTS Status Passed Chris Renfro Failed Chris Renfro BLDG-Building Deficiency Not ready. Need exterior wrapped and water tight. BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers 01/09/2025 BLDG-84 Rough Combo(14,24,34,44) 272943-2025 Passed Chris Renfro Tuesday, April 15, 2025 Passed Yes Yes Yes Yes Yes Yes Yes Complete Passed Yes Yes Yes Re Inspection Incomplete Passed No No No No No Complete Page 3 of 4 PERMIT INSPECTION HISTORY for (CBR2024-1578) Permit Type: BLDG-Residential Work Class: Addition Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Checklist Item Application Date: 06/17/2024 Issue Date: 09/06/2024 Expiration Date: 09/02/2025 IVR Number: 57152 Inspection No. COMMENTS Inspection Status Owner: TRUST GUSTAVO AND ABBY NEVES FAMILY TRUST Subdivision: CARLSBAD TCT#74-04 Address: 2703 WATERBURY WAY CARLSBAD, CA 92010-1370 Primary Inspector Reinspection Inspection Passed BLDG-Building Deficiency October 1, 2024: Yes 10/16/2024 10/16/2024 BLDG-11 Foundation/Ftg/Piers (Rebar) Checklist Item Preconstruction meeting/project management requirements -approved. 1. Discussed special inspection, structure, observation reports, and letters required per engineered, plans and specifications. 2. Discuss SWPPPS for tier one level storm water pollution prevention -OK. 3. Informed contract direct regarding energy code compliance forms -OK. 4. Recycle/Waste management B-59 recycling form requires final inspection. OK. 5. Discussed plans and permanent structure, record card, Construction operating hours, and after hours inspections, construction, fencing, and self-contained construction site required at entire construction process. 6. Geotechnical, soils engineer for detached structure, required certification letter for compacted footing bottoms "safe intended use". 7. Contractor surveyor certification letter for property line setbacks to new habitable detached structure required. 264138-2024 Partial Pass Tony Alvarado COMMENTS BLDG-Building Deficiency Foundation steel reinforcement-approved. Pending revised structural sheet SD-1, detail #2. Rest of foundation/slavery import steel work OK to pour. BLDG-SW-Inspection 264740-2024 Partial Pass Tony Alvarado Tuesday, April 15, 2025 Reinspection Incomplete Passed Yes Reinspection Incomplete Page 2 of 4 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2024-1578) Permit Type: BLDG-Residential Application Date: 06/17/2024 Owner: TRUST GUSTAVO AND ABBY NEVES FAMILY TRUST Work Class: Addition Issue Date: 09/06/2024 Subdivision: CARLSBAD TCT#74-04 Status: Closed -Finaled Expiration Date: 09/02/2025 Address: 2703 WATERBURY WAY IVR Number: 57152 CARLSBAD, CA 92010-1370 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 10/01/2024 10/01/2024 BLDG-SW-Inspection 262658-2024 Partial Pass Tony Alvarado Relnspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? BLDG-SW-Pre-Con 262659-2024 Passed Tony Alvarado Complete Tuesday, April 15, 2025 Page 1 of 4 GHOSTRIDER INSPECTION INC. Taylor White 760-473-5052 Email, twghostrider01@yahoo.com CLIENT DATE Epoxy All-thread Concrete, PSI: # Unknown/Existing Epoxy Type: # Simpson SET-36 (ESR 4057) Batch Number: # 10000455922, Exp. 06/26 Threaded-Rod: # 5/8" Dia. (Galv.) Sean Mosch 858-212-5660 Email, sdmosch@gmail.com ~ZOl ' _ N\7T t:)JOhJ!:) Approved Plans Available Compressed Air Blow,Brush,Blow Bottle Brush Nylon 3/4" Dia. Edge Distance Approved Weather Sunny Bright Safety Gear: Hardhats,Glasse REMARKS: Inspected epoxy all-thread of retrofit HDU2's throughout new additions at front of house and in proposed office as shown on Detail 5/SDl of approved drawings (HDU2's that were not previously epoxy-ed on 12/9). Contractor used 5/8" Dia. (Galv.) all-thread and drilled¾" Dia. X 10" deep holes. Contractor used clean dry compressed air & a nylon bottle brush to clean holes. Holes were filled and rods installed. Work on project is ongoing. URT1FICA110N OF COMPUANCE: To the bat of our le~, all of the~ Mri, unless otherwise nottd, substantially complies with app,1111ed plans, sp«i/i(:otlons and a~ s«flons of the building «Ides. FfX this IT/JOrt to be IIOlld It must how a ftnol lT/>Orf, signed by the sp«la/ insp«ta,, .stotw,g "Final Report of inspmion and material testing". Without a ftnol IT/JOft this document Is lnllOlld. This IT/JOft cow,s the loeolions of the worlr IT/JOfte<I only and doesn't constitute engineering opinion or~ control. Time in: Time out: l\uthorization: LOCAL JURISDICTION Signature_.c..,~.;_;:__ __ .,..~~=-_._:-_:-_ -_-_-_-__ Ian Logue I.C.C. & San Diego# 1332: Thi• /1 not a qovemment form. The Federal, State, County and Oty 1eal1 only 1/qni(y that Inspections are conducted under Federal. State, County and Oty Codes /2019 C.B.C.J. This docum4'nt Is not u1ed for advert/1lnq. marketing or promotions. Thi• document Is u1ed to convey compliance with the Codes. GHOSTRI DER INSPECTION INC. Taylor White 760-473-5052 Email, twghostrider01@yahoo.com CLIENT Owner Sean Mosch 858-212-5660 Email, sdmosch@gmail.com DATE ARCHITECT 12191202~ RECOf1 OwennGe1s D 339 Durian Street, Vista, CA 920 PROJECT ADDRESS Neves Residence City of Carlsbad 2703 Waterbury Way -'-CQ pyc•rv Carlsbad, CA 92010 DEC 1 p 2024 JOB# ENGINEER PCSD BUILDINGPERMIT/DSA/OSHPo# CBR202,f.-~~lNG DIVISION paul.pcsd@gmail.com PLAN FILE# Not Applicable coNTRACTOR MLH General Contracting w. o. # Not Applicable INSPECTION SAMPLES QTY. MATERIAL DESCRIPTION CHECKLIST Epoxy All-thread Concrete, PSI: # Unknown/Existing Epoxy Type; # Simpson SET-3G (ESR 4057) Batch Number: # 10000455922, Exp. 06/26 Threaded-Rod: # 5/8" Dia. (Galv.) Approved Plans Available Compressed Air Blow,Brush,Blow Bottle Brush Nylon 3/4" Dia. Edge Distance Approved Weather Sunny Bright Safety Gear: Hardhats,Glasse: REMARKS: Inspected epoxy all-thread of retrofit HDU2's throughout new additions at front of house and in proposed office as shown on Detail 5/SDl of approved drawings. Contractor used 5/8" Dia. (Galv.) all-thread and drilled¾" Dia. X 10" deep holes. Contractor used clean dry compressed air & a nylon bottle brush to clean holes. Holes were filled and rods installed. Work on project is ongoing. Notes: Contractor was unable to achieve required embedment depth for several proposed hold-downs (not epoxy-ed today), and is awaiting EOR recommendation on how to proceed. The hold downs not installed today will be inspected at a later date. aR11FICA110N OF aJMPUANCE: To the best of our knowledge, all of the reported won; unless otherwise noted, substontial/y complies with approtled plans, specifications and applicable s«tlons of the bulldlnfl codes. For this report to be w,ld It must have a final rrport, slflned by the spedal inspector, stating •Final Report of inspection and material testing". W1rhout a flnal rrport this document is Invalid. This report covers the locations of the work reported only and doesn't constitute engineering opinion or project control. Time in: Time out: Signature_-=~=;__ ___ ;'2::;;..:=-~~======-- lan Logue l\uthorization: LOCAL JURISDICTION I.C.C. & San Diego# 1332: This is not o government form. The Federal, State, County and City seals only signify that Inspections are conducted under Federal, State, County and City Codes {2019 C.B.C./. This document Is not used for advertising. marketing or promotions. This document Is used to convey compliance with the Codes. PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 co t--u, ~ I ~ N 0 N 0:: cc 0 Structural Desi_gn Calculations Residential Addition Client Gustavo Neves Project Paul S. Christenson RCE C57182. exp. 12/31/25 May 15, 2024 PCSD File#: 24-134 CITY Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 9201 0 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Neves Residence 24-134 Code: Timber: 2022 California Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 11 " Posts & Beams: DF-L #1 11 Glue-Lam Beams: Simple Span: Grade 24F-V4 (OF/OF) Grade 24F-V8 (OF/OF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists: T JI 110,210,230,360,560 ICC ESR-1153 1.9E Microllam , 2.0E Parallam ICBO ER-4979 Concrete: Concrete Block: Mortar: Grout: LVL, PSL Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Min. f'm = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91 , Min. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade 8, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Batis & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) ~u./f:,t'ri.ne.11.FC.11 ;Jilli ffz~o bJUletJTVIJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB SHEET NO CALCULATED BY CHECK BY SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. koL = L LL = Total Load= 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists IoL = kLL = Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls koL = ILL= Total Load= Exterior Wall 7 /8" Stucco 15/32" Sheathing 2x4 Studs @ 16"' o.c. 5/8" Gypsum Bd. Misc. 7.5 psf 1.5 psf 2.8 psf 2.8 psf 2.4 psf 17.0 psf 20.0 psf 37.0 psf 7.5 psf 1.5 psf 2.8 psf 2.2 psf 14.0 psf 20.0 psf 34.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf l.1 psf 2.8 psf 0.6 psf 15.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 24-134 L PSC 4.6 psf 1.1 psf 2.3 psf 8.0 psf OF DATE DATE 5/15/24 ~J'G'hrznehd'OJI ';!DI 1fzf}'c hJlneermJ 3529 Coastview Ct-Carlsbad, CA 92010 JOB 24-134 SHEET NO J OF __ -,-..,,,..._ CALCULATED BY PSC DATE 5/15/24 CHECK BY _____ DATE ___ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2x F.J. :'i/8" Gyp. Rd. Insulation and Misc. l oL = kLL = Total Load = 5.5 psf 2.3 psf 3.5 psf 2.8 psf 0.9 psf 15.0 psf 40.0 psf (60.0 psf -Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed = 1 JO mph Exposure Cat = B Ps = AKzt•l*Ps30 {ASCE 7-16 -Equation 28.5-1) P = 26.6 psf P = 16.0 psf (*0.6 -ASD) 2.7 Seismic Sos = (2/3) SMs Sos = 0.786 Sos Cs = (R/I) Cs= 0.121 USE: V= 0.121 WoL ASD BASE SHEAR YASo- V ASD= 0.086 W OL (1 1.4.5) A= 1.00 (fig. 28.5.1-Ps30= Kzt = 1.00 (fig. 26.8-1) l = 26.6 psf 1.0 USGS APPLJCA TION S5 = 0.982 S1= 0.360 Fa = 1.20 F = V 0.00 R = 6.5 l = 1.00 h0 = 14.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY s,<o.1s s, > 0.04 Ss>o.,s (11.6 ASCE 7-16) (1 1.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T. = C1 * (h0)°-75 = 0.145 Ts = SDI/Sos= 0 k = 1.0 ::.qn. 12.8-l Not OI Ta<0.5 Seismic Design Category: D 5/14/24, 9:12 AM U .S. Seismic Design Maps USGS web services were down for some period of time and as a result this tool wasn't operational. resulting in timeout error. 3A) OSHPD USGS web services are now oper;:itional 50 lh1s tool should work as expectod. Neves 2703 Waterbury Way, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1718668, -117.3139152 "iburon Carlsbad ,omeowners Associat ion q f Hidden Canyon pk Dog Pk .A.dvanced Real ft Estate Appraisal T • ~\~'7),4.. t'O,s ()"-,-0 c arlst>ad Vi\\a<:l• o?,;.~ (\ q. Go ..>gle Map data ©2024 Google Date Design Code Reference Document Risk Category Site Class Type Value Ss 0.982 S1 0.36 SMs 1.179 SM1 null -See Section 11.4.8 Sos 0.786 So, null -See Section 11.4.8 Type Value soc null -See Section 11 .4 .8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.429 FPGA 1.2 PG~ 0.514 TL 8 SsRT 0.982 SsUH 1.089 SsD 1.5 S1RT 0.36 S1UH 0.394 S1D 0.6 https://www.seismlcmaps.org Description 5/14/2024, 9:12:45 AM ASCE7-16 II D -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period In seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) 1/3 ~I t'Ut< It:. VV l:,tj ... 0 12 4j MEMBER REPORT Roof Framing, (RR-1) Rafters 1 piece(s) 2 x 10 DF No.2 @ 24"" OC Sloped Length 1 r 2 5/8" 15' ':J' Drawing Is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). ·0Ulan.R'5ulbrt ,Y ·' .'Ai:tilat,ch:oc:11d~ ,:,: -'I.~---·_ .ile.,ult ·. ··'.r ,.,,, Lot'·•,, U111ll:~tin <~> -: t(t : V Member Reaction (lbs) 619@ 2 1/2" 3281 (3.50") Passed (19%) -1.0 D + 1.0 Lr (All Spans) Shear (lbs) 542@ 1' 1/4" 2081 Passed (26%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2402 @8' 2" 2537 Passed (95%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Deft. (In) D.405@8' 2" 0.839 Passed (l/497) --1.0 D + 1.0 Lr (All Spans) Total Load Deft. (In) 0.769 @8' 2" 1.119 Passed (l/262) --1.0 D + 1,0 Lr (All Spans) • Oeftection critefla: LL (L/240) and n (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% Increase In the moment capacity has been added to account for repetltlve member usage. • Applicable calculations are based on NOS. • .,.. ' ·' ·~,, •• ·~ -, ' "'· ~~~· ~)" !.~..,..~-~~(Iba)_'..·;,;•_ ir:·,::? ~);:;~:,~::,t, ~: .. -(:. ;/\t '.: ~' · ,~~~: ~.;-.--i,.~; -~llw;: ~. ~~- I -Beveled Plate -OF 3.50' 3.SO" I.SO" 293 327 619 Blocking 2 -Beveled Plate -OF 3.50" 3.50' 1.50" 293 • Blocking Pands are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 327 619 Blocking Top Edge (Lu) 2' 8" o/c Bottom Edge (Lu) 17' 3' o/c •Maximum allowable bracing Intervals based on applied load. •IJlmensions for lateral bracing intervals are measured along the length of the member for sloped conditions. ,-,, ' ~->, v~li~C:_:. '.o.i ·c~~{> 1 -Uniform (PSF) 0 to 16' 4" 24" 17.0 20.0 Default Load PASSED Lt l ... 0 Member Length: 17' 5 11/16' System : Roof Member 1ype : Joist Building Use : Resldentlal Building Code : !BC 2021 Design Methodology : ASO Member Pitch : 4/12 Weyerhaeuser warrants that the slZlng of Its products Will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having Jurisdlctlon. The desl~r of record, builder or framer is responsible to assure that this calculatlon is compatible with the overall project. Accessor!e!; {Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyemaeuser fadllttes are third-party certl~ed to sustainable forestry standards. Weyemaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-13B7 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyemaeuser.com/woodproducts/ document-library. The product application, Input design loads, dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Software Openitor Job Notes Paul Christenson PCSO Engineering (760) 207-1885 paul.pcsd@gmall.com WeyerhAeus,r 6/5/2024 4:46:20 PM UTC ForteWEB v3.8, Engine: VS.4.1.22, Data: VS.1.6.2 File Name: Neves P~n"' 1 / 1 MEMBER REPORT Roof Framing, (RR-2) Rafters 1 plece(s) 2 x 10 OF No.2@ 24M OC Sloped Lengftl 15' 11 7!8" PASSED s1 + "'""""""i,;,;;...;.....wi;~ ..... --0 12 41 [!] Drawing Is COnceptual. All locatlons are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.). J>,nlan Reiaults :, Actual.~ Allowed Rault Ult' u.d: c-liltlallon (l'atlie'II) Member Reaction (lbs) 575@ 2 1/2" 3281 (3.50") Passed (18%) -1.0 D + 1.0 Lr (All Spans) Shear (lbs) 498 @ 1' 1/4" 2081 Passed (24%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2062@ 7' 7" 2537 Passed (81%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load 0en. (in) 0.299 @ 7' 7" 0.777 Passed (l/624) --1.0 D + 1.0 Lr (All Spans) Total Load Oen. (In) 0.567@7' 7" 1.037 Passed (l/329) -1.0 D + 1.0 Lr (All Spans) • Deftection criteria: LL (l/240) and TL (l/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% lnaease In the moment capacity has been added to account for repetitive member usage. • Applicable calculaUons are based on NOS. ,, ~ ·,.' ,,; ' .. , ............. ' laadati05uppa11S{a.) : Supports-: T~.· AY.-.aile llellulted DeM flA>O(UINI .~ ~-,i' 1 • Beveled Plate -OF 3.50' 3.50' 1.50' 272 303 575 Blocking 2 • Beveled Plate • OF 3.50' 3.50' 1.50" 272 303 575 Blocking • Blocking Panels are assumed to carry no loads applied dlrectly abo\'e them and the full load Is applied to the member being designed. Latehl Bra_d'10 : ,'' ... • lr:lldf!I In~ i Col!l ... tt a Top Edge (Lu) ◄' 10• o/c Bottom Edge (Lu) 16' o/c •Ma>dmum allowable bracing Intervals based on applied load. •U1menslons for lateral bracing intel'Vclls are meawred along the length of the member for sloped condrnons. , ' , .DeN Roo(Llft ' ' ,, , -.. ' ,, ·. Vertical Load ~ (Sida) ?. Sjllid .. '• (G.90) .. -· (PS)' c;onn.its , I -Uniform (PSF) 0 to 15' 2" 24" 17.0 20.0 Default Load ,--·Notes Member Lcnglh : 16' 2 15/16' System : Root Member "Type : Joist Building Use : Resldential Bullcling Code : !BC 2021 Design Methodology : ASO Member Pitch : ◄/12 Weyerhaeuser wam,nts that the sizing « Its products will be In aa:ordance with Weyerhaeuser product design cr1terla and published design values. Weyerhaeuser expressly disclaims any other warranties related to the soflware. Use of this software Is not Intended to circumvent the need for a design p,ofesslonal as determined by the authority having jurisdiction. The designer or record, builder or frdmer Is responsible to assure that this cak:ulatlon Is compatible with the overall proJ«t, Acces~ (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certlned to sustainable forestry standards. Weyemaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/o, tested in accordance with applicable ASTJlol standards. For current code evaluation repo<ts, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodp,oducts/ document-library. The product appilcatlon, input deslon loads, dimensions and wpport Information have been p,O'lllded by ForteWEB Software Operator ForteWEB Software Opentor Job Notes Paul O,r!stenson PCSO Engineering (760) 207-1885 A pautpcsd@gmall.com Weycrhaeu.cr 6/5/2024 4:47:51 PM lfTC ForteWEB v3.8, Engine: VS.4.1.22, Data: VS.1.6.2 File Name: Neves P,ano 1 / 1 _________ ..., (TI MEMBER REPORT Roof Framing, (RB-1) Hdr Bm 1 plece(s) 4 x 12 OF No.2 Overall Length 9· 5" 8' 10" Drawing Is Conceptual. All locations are measured from the outside face of left support (or len: cantilever end). All dlmenslons are horizontal (typ.) . Deslan R•ults " .. ' ' ' Acblll • LoQtlon_ .r. ~ ..... 'LDf ' t.-h Collllll!IMlol• ("8tt.flnl) Member Reaction (lbs) 1645@ 2" 7656 (3.50") Passed (21 %) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1216 @ 1' 2 3/4" 5906 Passed (21 %) 1.25 1.0 D + 1,0 Lr (All Spans) Moment (Ft-lbs} 3604 @ 4' 8 1/2" 7614 Passed (47%) 1.25 1.0 D + 1.0 Lr (All Spans) Uve Load Dell. (In) 0.036 @ 4' 8 1/2" 0.454 Passed (l/999+) --1.0 D + 1.0 Lr (All Spans} Total Load Def!. (In) 0.081 @ 4' 8 1/2" 0.606 Passed (l/999+) -1.0 D + 1.0 Lr (All Spans} • Deflection cr1teria: LL (lJ2'10) and Tl (l/180). • Allowed moment does not rellect tfle adjustment for the beam stability factor, • Applicable cakulations are based on NOS, , hl!finlLenttfl, l.oNsto.~~) .. ; St,ppott.s ,: ';r.,; "· , ' . -~ ,Deed', Root u,,.:· ~-~ Totill ,..,...,.. l -Column • OF 3.50" 3.50" 1.so· 916 730 1645 Blocking 2 -Column -OF 3.50" 3.50" 1.50" 916 730 1645 Blocking • Blocking Panels are assumed to carry no loads applied directly above tflem and the full load Is applied to the mem~ being designed. lablnil llrac::lng -ar,datlntatw1s · eocn-ts -.. t . .. Top Ed~ (Lu) 9' s· o/c Bottnm E~ (Lu) 9' 5" o/C •Maximum allowabCe bracing Intervals based on applied load. r l!f .o.M bofl.Jw Vertical~ i.ocwon· (Sele) ~ -Tribcpr, ,, ,(P.90) ,(i,25) •, ~ 7 Wlllth 0 -Self Weight (PLF) o to 9' s· N/A 10.0 -- 1 -Unlfonn (PSF) o to 9' s• (Front) r 9• 18.0 20.0 Default Load 2 -Uniform (PLF) 0 to 9' 5" (Front) N/A 45.0 -Default Load • Side loads are assumed to not Induce aoss-graln tension, wevemaeuser Not.et PASSED Member Length : 9' s• System : Roof Member 1\'l)e : Drop Beam Building Use : Residential Building Code : !BC 2021 Design Methodology : ASO Member Pitch : 0/12 Weve,t,aeuser warrants that the sizing o/ Its products wlll be In accordance with Weyemaeuser product design cnterla and published design values. Weyert,aeuser ~essly disclaims any other wananUes related to the soltware, use or this SOltware Is not lnb!nded to Circumvent the need for a dl!Slgn professional as determined by tfle author1ty having Jur1Sdlctlon. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessones (Rim Board, Blocklng Panels and Squash Blod<s) are not designed by this soltware. Ptoducts manufactured at Weve,t,aeuser fadl/Ues are tllird-i>arty certified to sustalnabCe forestry standards. Weve,t,aeuse< Engineered Lumber Products have been evaluated by ICC-ES under evaluatlon reports ESR·l 153 and ESR-1387 and/or ~ed In acxxrdance with applicable ASTM standards. For current code evaluatlon reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product appllcatlon, Input design loads, dimensions and support Information have been provided by Fortl!WEB Software Operator 'orteWE8 Software Operator >aul Ovlstenson 'CSO Engineering 760) 207· 1885 iaul, pcsdOQmaH.com lob Notes A Wcytrhacuscr 6/11/2024 8:13:58 PM VTC ForteWEB v3.8, Engine: VB.4.1.22, Data: VS.1.6.2 FIie Name: Neves o '!lt,,.. ..... 1 , ◄ fail.I-U K I t. W I: ts + 0 ill MEMBER REPORT Roof Framing, (RB-2) Hdr Bm 1 piece(s) 4 x 4 OF No.2 Overall Length· 3' r 3' [fil Drawing Is Conceptual. All locations are measured from the outslde"face of left supporr(o( left: cantilever end). All dimensions are horizontal (typ.). o..,lan,RliS\llt.,:· ,,, ' '1.·: ~.• :'( 1,., ~-~•~>-· ';\~ .:"8.owe!I ,•,i: :-~-: /'.· -', r~. ~=:~.tblillf~i11'atta'ril : Member Reaction (lbs) 1295@ 2" 7656 (3.50") Passed ( 17%) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 873 @7" 1838 Passed ( 48%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 954@ 1' 9 1/2" 1005 Passed (95%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Den. (In) 0.045 @ 1' 9 1/2" 0.162 Passed (L/876) --1.0 D + 1.0 Lr (All Spans) Tot.al Load Oefl. (In) 0.091 @ 1' 9 1/2" 0.217 Passed (L/430) --1.0 D + 1.0 Lr (All Spans) • Deflection crlll!rla: LL (L/240) and TL (l/180). • Allowed moment does not rtftect the adjustment f()( the beam stability factor. • Applicable calculations are based on NOS. • This product has a square cross section. The analysis engine has checked both edge and plank orientations to allow for either Installation. 1 -Column -OF 3.50" 3.50" 1.50" 659 636 1295 Blockin9 2 -Column -OF 3.50" 3.50" 1.50' 659 636 1295 Blocking , Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Top Edge (Lu) 3' 7" o/C Bottom Edge (Lu) 3' 7" o/c •Maximum allowable bracing Intervals based on applied load. 0 -Self Weight (PLF) o to 3' 7' 1 -Uniform (PSF) 0 to 3' 7" (Front) 2 -Uniform (PLF) 0 to 3' 7" (Front) • Side load< are assumed to not Induce cross-grain tension . N/A 3.1 17' 9" 18.0 N/A 45.0 -~LJVe;; :,._(1.25) _ 20.0 Default Load Default Load .. " ·-. PASSED ,{ + 0 Member Length : 3' 7" Sysll!m: Roof Member 'Type : Drop Beam Building use : Residential Building Code : !BC 2021 Design Methodology : ASO Member Pitch : 0/12 .•• '' ... ,_ ,~ ,,~.~',Notes-..:/ : ',,.\ .. ::~: ~/-;::-~: ··:..":~: ·, ,_:,,', ~-··\?-;_·i· • ···':,. ,._;,,,. ;·•-' : ' -,~·:_·.- Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design attena and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this sortware Is not Intended to circumvent the need for a design professional as determined by the authority havtng Jurisdiction. The deSigner of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Bollrd, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser fadllttes are third-party certlffed to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluatton reports ESR-1153 and ESR-1387 and/or tested in acxordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/~ucts/ document-library. The product application, Input design loads, dimensions and support lnformatton have been provided by ForteWEB Sortware Operator ForteWEB Software Operator lobNotea Paul Christenson PCSO Engineering (760) 207-1885 A paul.pcsd@lgmall.com Weyerhaeuser 6/11/2024 8:16:20 PM lJTC ForteWEB v3.8, Engine: VS.4.1.22, Data: VS.1.6.2 File Name: Neves Pagel/ 1 ~ a-u./f;'"r.n:rte.n.FC.n '3u.n $'ff" bJ'nee7'llff 3529 Coastview Ct -Carlsbad, CA 9201 O JOB 24-134 SHEET NO ~ OF ----------CALCULATED BY PSC DATE 5/15/24 CHECK BY DATE ----SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.0 Lateral Design & Analysis Wind: P = A Kzt I psJo (ASCE 7-16. Equation :18 5-1) >. = 1.00 Seismic: V = Cs W DL s. = 0.982 (ASCE 7-16-Eqn 12.8-2) S1 = 0.360 Kzt = 1.0 F0 = 1.2 Fv= 0.0 PSJO = 26.6 psf R = 6.50 I = 1.00 I = 1.0 (fis 2~ 5-l/ (!able 1 5•2) V = 0.086 • Wt • p (p -Redundancy) P = 16.0 psf Criteria 1st Story 2nd Story Each Story Resists > 35% Base Shear: not satisfied satisfied Wind Loads Any Shear Wall w/ (h/I)>1.0 is < 33% Story Force: P = 16.0 psfxTribArea Roof Level Direction: N /S = 16.0 psf X ------554 sq. ft. = 8842 lbs. 489 sq. ft. = 7804 lbs. Direction: E /W = 16.0 psf X ------ Roof Weight Roof Wt. = 14.0 psf x 3120 sq. ft.= 43680 lbs. Exterior Wall Wt = 15.0 psf x 757 sq. ft.= 11355 lbs. Interior Wall Wt = 8.0 psf x 652 sq. ft.= 5216 lbs. Ceiling Wt = 6.0 psf x 2496 sq. ft.= 14976 lbs. ------Total Trib. WR = 75227 lbs. Total Seismic Dead Load: Wt = 75227 lbs. ASD Base Shear.: V = 0.086 • p *Wt = 8443 lbs. satisfied not satisfied p = I l p = 1.3 (Use for Design) ~ ou/r;",tn'nenJ'O:n 'ef nt .Dz'tyo .ltrfaeennJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 24-134 SHEET NO eJ OF CALCULATED_B_Y~y/+---P-S_C_DAT_E __ 5_/_1_5_/2_4_ CHECK BY DATE ___ _ SCALE Telephone (760) 207-1-885 -. Email:-Pau1.pcsd@gmail.com 5.1 Lateral Design & Analysis -1st Story Shear Walls N I S Gridline Length ofShearwalls I 2.S 2,5 2 LO 4 9,0 9.0 5 IU .. '., ,.' ... ,.! _)_ .~- ,' ' : -~ -. -!·-~· ;·· ! 4 ' , .. ~~---~~- / ..... -z· .,_ . -*··-• ,_ I ~. --!-• -; .... -.. :--~-----. 1 (" I ! .. ,. ••-j • " .. I . 1-! • J . ~--.. -~J l ~t . ' . --~-·-· 1 • -.• ~ .... - \ 1 ' ·. ,. '·-'\'" ,.. ····-. ~---- ) ! ! -.· I-· •r-.. ' ' • f .,_, ·, --~ -i· •···; - I ·I···•· ·~.,._...,_,, -· .... .....,J .... .i ~ l ! -l -f'-.t . -~ I < ~ ] : + -i •• -)·. ---~---· ··-··-· -·-----~-:-··-· ..• ·--··---~·--·t •• " ' .L : --! --·•·---·-~-• r· ) -.. 1" ~-·- Total Wall Ht. Type 5.0 8 s 1.0 . 8 B 18.0 8 s 11.5 8 s 0.0 0.0 F SE 0.0 F E 0.0 F SE 0.0 FAljSE 0.0 -F~ IJ,SE - I .. r. ·!-, ·'""'r ... , .. ·-_I ... +· •f .,.; ___ • T" ·-' - i ' .} .... . f ... I , .. ; ' Gridline A B C D F ' I ·: -... E /W Length of Shearwalls Total Wall Ht. Type IJ.0 ll 8 s I 1.0 11 8 s 7,0 7 8 B 6.S 6.5 8 B 2.7 3.0 2.5 8.17 8 s 0 # /0! 0 # /0! 0 # VO! 0 # /0! 0 #D /0! _, -... ~--·•··""""':-r· I .J. ./- I ----l-.• .. .. ! ·-· - .. i -t--• t -.,I -· : -·, ..... '"""" I. ,. -~: ... - ' ' r ··,---•--.. i·---~- JlS) ~ QU/"f;,tn'den.ron dDt ~!!'" JOB 24-134 SHEET NO l cJ OF bfaeen~ CALCULATED BY PSC DATE 5/15/24 fl} CHECK BY DATE ' Oi..-D l .. ,. '•,;,_J', 3529 Coastview Ct-Carlsbad, CA 92010 SCALE ·--~-f"14,u( ~ritUns,K 5A.tt ~, Z:"'i"'"""" Telephone (760} 207-1885 -Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis ( cont.) Gridline CD 4 % 8842 X 0.04 = 354 #) 354 lbs. plf "(~,'r ll4< fu:' & V = 5 ft. 71 OTF 566 lbs. HDU2 Gridline Q 4 % 8842 X 0.04 354 #) 354 lbs & V = ft. 354 plf OTF 2829 lbs. ~SLJ\-\ \1.-<t,& lfG ,1.-,1 J Gridline G 30 % 8842 X 0.30 2653 #) 2653 lbs & V = 18 ft. = 147 plf OTF 1179 lbs. HDU2 Gridline G 8 % 8842 X 0.08 707 #) 707 lbs. ~ V = 11.5 ft. 62 plf OTF 492 lbs. ~\) "~ Ur-o. ~ON,)-l \'\.• t.)1 .. \\.~Ii, ~oo .. , \'\O F'.c 'O 'ft:1) t?5a-u./f;,tFIJ'&e:nJ'O:n ~1n1.tfz'tj_fo JOB 24-134 SHEET NO \A OF .l?:nfaeemtJ CALCULATED BY PSC DATE 5/15/24 ) Q(J}i;;' c-i CHECK BY DATE ..... w. 3529 Coastview Ct -Carlsbad, CA 9201 0 SCALE .:...-L,..~ PA-ut e.h.li,u"u-" s-",. ~p x...,muri"' Telephone (160) 207-1-885 -.Email: paul,pcsd@gmail.com 5.1 Lateral Design & Analvsis (cont.) Gridline ~ 10 % ( 8443 X 0.10 844 #) 844 lbs. & V = 11 ft. 77 plf OTF 614 lbs. ~ow, 'tlf--..1.1,l-.Ot--0 .. u.n 1 ... \\' /1; "t,'1~ 1 ~wr-l~(~lo Gridline © 12 % 8443 X 0.12 1013 # ) 1013 lbs. & V = 11 ft. 92 plf OTF 736.8 lbs. ~Q ~9 n,... ~ ~,, \il>f'c.2.~·~(7 Gridline ~ 25 % ( 8443 X 0.25 21 11 #) ·211 I lbs. ~ V = 7 ft. = 302 plf OTF 2412 lbs. HDU2 Gridline G 31 % 8443 X 0.3 I 2617 #) 2617 lbs. ~ V = 6.5 tl. 403 plf OTF 3221 lbs. HDU4 Gridline Cl) 5 % ( 8443 X 0.05 422 #) 422 lbs. & V = 8.17 fl. 52 p1r ,((f-i<f i3rr OTF 413 lbs. HDU2 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: Neves Wall Name: Grid Line 2 Application: Standard Wall on Concrete Design Criteria: * 2021 International Bldg Code * Seismic R=6.5 * 2500 psi concrete * ASD Design Shear = 354 lbs * Nominal wall height = 8 ft Selected Strong-Wall® Panel Solution: T Sill Model • Type : W H .... , --,,_, -_(i~)_ -Ji_n) (in) Anchor WSWH12x8 : Wood ' 12 . 93.25 3.5 N/A Actual Shear & Drift Distribution: Actual Allowable \ -• • I Actual : Actual/ , Model Shear Shear Allow Drift (lbs) (lbs) Shear (in) -· --· ·• -. .. -. -. ;-- WSWH12x8 354 ~ 1030 OK 0.34 0.14 ·---·· . -·· .. --··--· ... ----·· --. ---...... -----~ ·--·•----. - Notes: SIMPSON s !fie End Total Axial Anchor Load Bo!(~..... .. _(l~s) _ .. 2 -1" Drift Limit (in) 0.42 -----· .. 1. Strong-Wall High-Strength Wood Shearwalls have been evaluated to the 2021 IBC/IRC. See www.strongtie.com for additional design and installation information. 2. Anchor templates are recommended for proper anchor bolt placement, and are required in some jurisdictions. 3. The applied vertical load shall be a concentric point load or a uniformly distributed load not exceeding the allowable vertical load. Alternatively, the load may be applied anywhere along the width of the panel if imposed by a continuous bearing vertical load transfer element such as a rimboard or beam. For eccentric axial loads applied directly to the panel, the allowable vertical load shall be divided by two. 4. Panels may be trimmed to a minimum height of 74½". Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appro~.product-code reports.at www,s!Jconglle..rom.or.contact Simpson-Strong-T~e-Company lllc~at 1-800-999-5099. Page 1 of 4 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: Neves Wall Name: Grid Line 2 Application: Standard Wall on Concrete Design Criteria: • Slab on grade -Slab edge • 2021 International Bldg Code • Seismic R=6.5 * 2500 psi concrete Anchor Solution Details: Slab-on-Grade Installation t WSWH-AB -Shear reinforcement / per detail when required ~e . • < ¥--• ~ 6' min. !...-½ W---~2 W I • -i i◄·--·-·---·-· W •·-·--· -· --~ Slab-on-Grade Section View Perspective View ,------ 1 I I I I ' I I I I I I ' I "------- ~--½W I I I SIMPSON Strong-Tie _______ I -------,---~~ '----Jw f I I w I Jw j I I : ------1-------J_______ ' t -B~½W-+i Footing Plan Anchor Solution Assuming Cracked Concrete Design: Anchor Solution Assuming Uncracked Concrete Design: I Model : w ' de i B • Anchor Bolt : Strength 1 Model w de B Anchor Bolt Strength I ' I WSWH12x8 33 11 8.125 ; WSWH-AB Standard ·-·--···-·--•·· ·-· .. , . ----.. ·---; l WSWH12x8 28 10 • 8.125 . WSWH-AB Standard I -·-· •---. ---·--... ... -I Page 2 of 4 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com SIMPSON Strong-Tie ---------··-·- WSWH·AB ' I ,3 hairpin g-l!OreDar (min.) fi,kl tie and SKUlt dllrir'IQ concrtW plac,en\ent CNtf1ap varits wltn bOII spacing WSWH·AB 13tie §nldo !O rwbarfmin.) Hairpin Shear Relnforcem&nt Tie Shear Reinforcement \VSWl<·AB 431la1rp111 ('3 ht 1imila1), 1 --.., tab~ 101 rOQ11ired quantify. lWCLR • .r·IW •Poclr-11 ... : .. , • . . . Hairpin Installation (Gsroge curb shown, other loolir~ tn,es sk•1lor/ Shear Anchorage Solutions Shof•W .. Slit:fnCl' ~ l1«L~ -Cwlll ll~mCurb/ --'1o,) ---...... ""'1wwt!Wictll _ .. _ -(Jo) --("-) WSWHt2 10¼ (1)113f~ 6 See Ncte 7 6 WS'Mi18 15 (2) #J llalrpms'· • 6 (1) f3 hairpin 6 WSWH24 1Q (2) #3 hairpins' (21113 hatpins' 6 -· AiOMowaCNSNarLold,V(IILJr -· -1,080 770 Hairpin rc~IO<cerrent acnioYCS maximum •ll();lablt: !lhcar k,ad of ti.. Slrong-Wall"WSWH 1. Stl8Y ~~FJ1l&conlorm toACI 318•14 ()\apter 17 ~PC! 3lS-1 t !Yid assvrne rriornut'n 2,500 psi cur;."9te. 2. s-"1inforc:ernon e not""""'"" for "'erior loundr>li>n oppfic:3tiono (l)OMI hslallod """Y~om edgO ot cone""•). o< t:,,acoo wal penel ec,paca,.,,.... 3. s,;,,,n¢ htl<:&18$ _,.., dosg'l co<ogO<j, C """"-'' F. 08U>eh0d or>o· and tv.o•lamiy dwOlhgS h SOC C """ "'° wM ~ OOlJljc)ns, _,..,,,..,, -clOslOn5 conlotm to ACI 318· 14, oootion 17.2.3.5.3 l>"<l ,C, 318 11 OOCliOt\ 0.3.3 5. 4. W\id ro.-........., ,tooign ootogo,y A and 0 and <lelach>d °'"'' and two-1,mly ~ i1 SOC C 5. Md:tiOnOl lloS may b8 l'8Q\J'Od et ;µrage= <Y stonrd Ntnlatioos bOlow """"'"'""'"'''"""' oo, d0Sg!'<1. e. l.tc{1Jr.3~kx~'t+-tt8v.n,n~:;t~3-x:tn'lctJ:Jt'XJ. 7. U...(11 #3tiof<Jo WSl\+<t2 ,.;,e,, P"'°'~lltmrfon:o"'"""'°'tabulaled """'1998-Shear lood. a. No. 4 gr.\dc 40 chcY roinforocmcr,t m.,, be StMtlh.tted !or WSWH ~ .-v,<noro,oa t.Ol~!l g. Concn:,te eOge distanoe for anchof8 roust COl"Ot with ACI 318·1.: sectk:in 17.7 2 tt'ld ACI 318-11 6eciJon D8.2. 10. The "°"9'"f may specily Jllemato ,._ onct-,o,age. STRONG-WALL ii!) WSWH SHEAR ANCHORAGE SCHEDULE AND DETAILS Page 4 of 4 ~ auff:1tn'J'te.1tJ'Oh ';Jilli 2)/'!f" £~eervtJ 3529 Coastview Ct -Carlsbad, CA 92010 TetepMn·e (760) 207~1885 -Email:p-aol.-p-csd@gnrail:com 6.0 FOUNDA TlON DESIGN 6.1 CONTINUOUS FOOTfNG w = 1125 plf width = ~ plf 1500 psf 0.75 ft (MlN.) => 9 INCHES (MIN.) USE 12 "WIDE CONTlN. FTG WI 1 -# 4 TOP AND BOTTOM & EMBED. 12 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING JOB 24-134 \(' OF ----PSC DATE 5/15/24 DATE SHEET NO CALCULATED BY CHECK BY SCALE ------- ASBP = 1500 psf Pa11 = 1500 • _!2_ * ~ 12 12 P.11 = 4500 lbs I . 2(D+62 . I BUILDING ENERGY ANALYSIS REPORT • PROJECT: Neves Residence 2703 Waterbury Way Carlsbad, Ca 92010 Project Designer: CITY Owenn Geis 3237 Madison St, Unit A Carlsbad , Ca 92008 714-402-6241 Report Prepared by: Brian Hansen 0""3'" co Technical Energy ON (")0 t--4336 Gol.dfinch St """""N T""" -It) San Diego, Ca 92103 ""1" ""1" ""3'" !:: T-I'--co I 858-4 72-2680 (0 ~ T""" >-N <( 0 3: N >-~ co 0:: z ,.._:::) 8 Ill It) a:n~ "'"'" 0:: <( 0 Job Number: I W ~ "111:t ~ 0 N <( ~ 24-211 C 3:@ ~M ~ al 0 21 Date: ....... t; ON ~ 7/10/2024 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF1 R-PRF-01-E Certificate of Compliance 3 Form RMS-1 Residential Measures Summary 14 Form MF1 R Mandatory Measures Summary 16 HVAC System Heating and Cooling Loads Summary 21 CERTIFICATE OF COMPLIANCE • RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Description: Title 24 Analysis GENERAL INFORMATION 01 Project Name Neves Residence 02 Run Title Title 24 Analysis 03 Project location 2703 Waterbury Way 04 City Carlsbad 06 Zip code 92010 08 Climate Zone 7 10 Building Type Single family 12 Project Scope Addition and/or Alteration 14 Addition Cond. Floor Area (ft2) 562 16 Existing Cond. Floor Area (ft2) 1432 18 Total Cond. Floor Area (ft2) 1994 20 ADU Bedroom Count n/a 22 Fuel Type Natural gas COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 Building does not require field testing or HERS verification 03 This building incorporates one or more Special Features shown below Calculation Date/Time: 2024-07-lOTlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x OS Standards Version 2022 07 Software Version EnergyPro 9.3 09 Front Orientation (deg/ Cardinal) 355 11 Number of Dwelling Units 1 13 Number of Bedrooms 3 15 Number of Stories 2 17 Fenestration Average U-factor 0.3 19 Glazing Percentage (%) 18.71% 21 ADU Conditioned Floor Area n/a 23 No Dwelling Unit: No . Registration Number: Registration Date/Time: HERS Provider: CFlR-PRF-01-E (Page 1 of 11) CA Building Energy Efficiency Standards -2022 Residential Compliance Report Version: 2022.0.000 ,rhPm;:o VPr<inn· rPv ?ff)?OQ01 Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Description: Title 24 Analysis ENERGY USE SUMMARY Standard Design Source Standard Design TDV Energy Calculation Date/Time: 2024-07-l0TlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x Proposed Design Source Proposed Design TDV Energy Energy Use Energy (EDRl) (kBtu/ft2 -yr) (EDR2) (kTDV/ft2 -yr) Energy (EDRl) (kBtu/ft2 -yr) (EDR2) (kTDV/ft2 -yr) Space Heating 0 4.09 0 4.8 Space Cooling 0 9.57 0 7.89 IAQ Ventilation 0 0 0 0 Water Heating 0 29.01 0 29.01 Self Utilization/Flexibility 0 Credit Efficiency Compliance 0 42.67 0 41.7 Total Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 7.26 0 7.26 Appl. & Cooking 0 18.55 0 18.S Plug Loads 0 28.89 0 28.89 Outdoor Lighting 0 1.78 0 1.78 TOTAL COMPLIANCE 0 99.15 0 98.13 Compliance Margin (EDRl) 0 0 0 0 0 , Registration Number: Registration Date/Time: HERS Provider: CFlR-PRF-01-E (Page 2 of 11) Compliance Margin (EDR2) -0.71 1.68 0 0 0 0.97 CA Building Energy Efficiency Standards -2022 Residential Compliance Report Version: 2022.0.000 <;rhPm:a VPr<inn· rPv JOJJoqn, Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Description: Title 24 Analysis ENERGY USE INTENSITY Calculation Date/Time: 2024-07-l0TlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x Standard Design (kBtu/ft2 -yr) Proposed Design (kBtu/ft2 -yr ) Compliance Margin (kBtu/ft2 -yr) Gross EUl1 17.9 17.88 0.02 Net EUl2 17.9 17.88 0.02 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • New ductwork added is less than 25 ft. in length HERS FEATURE SUMMARY CFlR-PRF-01-E (Page 3 of 11) Margin Percentage 0.11 0.11 The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry BUILDING -FEATURES INFORMATION 01 02 03 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Neves Residence 1994 1 ZONE INFORMATION 01 02 03 Zone Name Zone Type HVAC System Name existing Conditioned e) gas FAU/ACl Addition Conditioned e) gas FAU/ACl , Registration Number: CA Building Energy Efficiency Standards -2022 Residential Compliance 04 05 Number of Bedrooms Number of Zones 3 2 04 OS Zone Floor Area (ft2) Avg. Ceiling Height 1432 8 562 8 Registration Date/Time: Report Version: 2022.0.000 c;rf,.,m;:, VPr<inn· rPv 70770Q01 06 07 Number of Ventilation Number of Water Cooling Systems Heating Systems 0 1 06 07 Water Heating System 1 Status DHW Sys 1 Existing Unchanged DHW Sys 1 New HERS Provider: Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Date/Time: 2024-07-l0TlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x Calculation Description: Title 24 Analysis OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window and Tilt (deg) Wall Exceptions Door Area (ft2) Front Wall existing Wall 1978 to 1991 355 Front 100 26 90 none Left Wall existing Wall 1978 to 1991 85 Left 120 57.7 90 none Back Wall existing Wall 1978 to 1991 175 Back 308 92.7 90 none Right Wall existing Wall 1978 to 1991 265 Right 288 30.1 90 none Front Wall Addition R-20 Wall 5 n/a 284 112 90 none Left Wall 2 Addition R-20 Wall 85 Left 240 39.6 90 none Left Wall 4 Addition R-15 Wall 85 Left 48 0 90 Ex. w/ Siding Back Wall Addition R-21 Wall 175 Back 76 18.9 90 Extension Right Wall 2 Addition R-20 Wall 85 Left 120 16 90 Extension Roof 2 existing Roof 1978 to Present n/a n/a 1432 n/a n/a OPAQUE SURFACES -CATHEDRAL CEILINGS 01 02 03 04 05 06 07 08 09 10 11 12 Area Skylight Roof Rise (x Roof Roof Cool Name Zone Construction Azimuth Orientation (ft2) Area (ft2) in 12) Reflectance Emittance Roof Status Roof Addition R-30 Roof 355 Front 562 0 4 0.1 0.85 No Cathedral New ATTIC 01 02 03 04 OS 06 07 08 Name Construction Type Roof Rise Roof Roof Radiant Cool Roof (x in 12) Reflectance Emittance Barrier Attic existing Attic Roofexisting Ventilated 4 0.1 0.85 No No 10 Status Existing Existing Existing Existing New New New New New Existing 13 Verified Existing Condition n/a 09 Status Existing . Registration Number: Registration Date/Time: HERS Provider: CFlR-PRF-01-E (Page 4 of 11) 11 Verified Existing Condition No No No No n/a n/a n/a n/a n/a No 14 Existing Construction 10 Verified Existing Condition No CA Building Energy Efficiency Standards -2022 Residential Compliance Report Version: 2022.0.000 <;rh<>m;:, V<>r<inn· r<>v JOJJOQ01 Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Description: Title 24 Analysis FENESTRATION/ GLAZING 01 02 03 04 OS 06 07 08 09 Orientatio Width Heigh Area Name Type Surface Azimuth Mult. n (ft) t (ft) (ft2) K Window Front Wall Front 355 1 6 B Window Left Wall Left 85 1 18.8 Door E2 Window Left Wall Left 85 1 38.9 0 Window Back Wall Back 175 1 18.9 F W indow Back Wall Back 175 1 22.9 N Window Back Wall Back 175 1 12 Door E3 Window Back Wall Back 175 1 38.9 G Window Right Wall Right 265 1 5.6 G2 Window Right Wall Right 265 1 5.6 02 Window Right Wall Right 265 1 18.9 J Window Front Wall 5 1 16 J 2 Window Front Wall 5 1 16 Door l Window Front Wall 5 1 24 Doors Window Front Wall 5 1 56 J 3 Window Left Wall 2 Left 85 1 16 N2 Window Left Wall 2 Left 85 1 11.8 N3 Window LeftWall 2 Left 85 1 11.8 Calculation Date/Time: 2024-07-l0TlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x 10 11 12 13 14 U-factor Exterior U-factor SHGC SHGC Source Source Shading 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.23 NFRC Bug Screen 0.3 NFRC 0.3 NFRC Bug Screen 0.3 NFRC 0.3 NFRC Bug Screen 0.3 NFRC 0.3 NFRC Bug Screen 0.3 NFRC 0.3 NFRC Bug Screen 0.3 NFRC 0.3 NFRC Bug Screen 0.3 NFRC 0.3 NFRC Bug Screen 0.3 NFRC 0.3 NFRC Bug Screen Registration Number: Registration Date/Time: HERS Provider: 15 Status Altered Altered Altered Altered Altered Altered Altered Altered Altered Altered New New New New New New New CFlR-PRF-01-E (Page 5 of 11) 16 Verified Existing Condition No No No No No No No No No No NA NA NA NA NA NA NA CA Building Energy Efficiency Standards -2022 Residential Compliance Report Version: 2022.0.000 <;rhPm::> VPr<inn· rPv :m:nnqn, Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Date/Time: 2024-07-lOTlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x CFlR-PRF-01-E (Page 6 of 11) Calculation Description: Title 24 Analysis FENESTRATION/ GLAZING 01 02 03 04 OS 06 Orientatio Width Name Type Surface Azimuth n (ft) 03 Window Back Wall Back 175 J4 Window Right Wall 2 Left 85 OPAQUE DOORS 01 02 Name Side of Building DoorE Front Wall SLAB FLOORS 01 02 03 04 Name Zone Area (ft2) Perimeter (ft) Slab-on-Grade existing 1432 102 Slab-on-Grade 2 Addition 562 96 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 Construction Name Surface Type Construction Type Wall 1978 to 1991 Exterior Walls Wood Framed Wall Registration Number: CA Building Energy Efficiency Standards -2022 Residential Compliance 07 08 09 10 11 12 13 14 lS 16 Area Verified Heigh U-factor Exterior Mult. U-factor SHGC SHGC Source Status Existing t (ft) (ft2) Source Shading 1 18.9 0.3 NFRC 0.3 1 16 0.3 NFRC 0.3 03 04 Area (ft2) U-factor 20 0.5 OS 06 07 Edge lnsul. Edgelnsul. R-value and R-value and Carpeted Fraction Depth Depth none 0 none 0 04 OS Total Cavity Framing R-value 2x4 @ 16 in. 0. C. R-11 Registration Date/Time: Report Version: 2022.0.000 <;,-hpm;, VPrsinn· rPV JOJJnqn 1 80% 80% 06 Interior/ Exterior Continuous R-value None / None Condition NFRC Bug Screen New NA NFRC Bug Screen New NA OS 06 Status Verified Existing Condition Existing No 08 09 10 Verified Existing Heated Status Condition No Existing No No New n/a 07 08 U-factor Assembly Layers Inside Finish: Gypsum Board 0.11 Cavity / Frame: R-11 / 2x4 Exterior Finish: 3 Coat Stucco HERS Provider: Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Date/Time: 2024-07-l0TlS:28:41-07:00 CFlR-PRF-01-E (Page 7 of 11) Calculation Description: Title 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 02 03 Construction Name Surface Type Construction Type R-20 Wall Exterior Walls Wood Framed Wall R-15 Wall Exterior Walls Wood Framed Wall R-21 Wall Exterior Walls Wood Framed Wall R-30 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling Wood Framed Attic Roofexisting Attic Roofs Ceiling Ceilings (below Wood Framed Roof 1978 to Present attic) Ceiling BUILDING ENVELOPE -HERS VERIFICATION 01 02 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Not Required Not Required . Registration Number: CA Building Energy Efficiency Standards -2022 Residential Compliance Input File Name: 24-211 NevesEA.ribd22x 04 05 Total Cavity Framing R-value 2x6@ 16 in. 0. C. R-21 2x4 @ 16 in. 0. C. R-15 2x6 @ 16 in. O. C. R-21 2x10@ 24 in. 0. C. R-30 2x4 @ 24 in. 0. C. R-0 2x4 @ 16 in. 0. C. R-19 03 Bu ilding Envelope Air Leakage N/A Registration Date/Time: Report Version: 2022.0.000 <;,-h.,m:, V"r<inn· r"v JOJJnqn1 06 Interior/ Exterior Continuous R-value None/ None None/ None None / None None / None None / O None / None 04 CFMS0 n/a 07 08 U-factor Assembly Layers Inside Finish: Gypsum Board 0.069 Cavity/ Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board 0.095 Cavity/ Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board 0.069 Cavity/ Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco Roofing: 10 PSF (RoofTileAirGap) Tile Gap: present 0.034 Roof Deck: Wood Siding/sheathing/decking Cavity/ Frame: R-30 / 2x10 Inside Finish: Gypsum Board Roofing: 10 PSF (RoofTileAirGap) Tile Gap: present 0.4 Roof Deck: Wood Siding/sheathing/decking Cavity/ Frame: no insul. / 2x4 Over Ceiling Joists: R-9.9 insul. 0.049 Cavity/ Frame: R-9.l / 2x4 Inside Finish: Gypsum Board 05 CFMSO n/a HERS Provider: Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Date/Time: 2024-07-l0TlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x CFlR-PRF-01-E (Page 8 of 11) Calculation Description: Title 24 Analysis WATER HEATING SYSTEMS 01 02 03 04 05 Distribution Number of Name System Type Water Heater Type Name Units DHW Sys 1 Domestic Hot Standard DHW Heater 1 Water(DHW) 1 WATER HEATERS 01 02 03 04 05 06 Heating Heating # of Tank Vol. Name Element Tank Type Units (gal) Efficiency Type Type DHW Gas Small Storage 1 50 EF Heater 1 WATER HEATING -HERS VERIFICATION 01 02 03 Name Pipe Insulation Parallel Piping DHW Sys 1 -1/1 Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 Heating Unit Heating Cooling Unit Name System Type Equipment Name Count Name e) gas Heating and Heating Cooling FAU/ACl cooling Component 1 Component system other 1 1 Registration Number: CA Building Energy Efficiency Standards -2022 Residential Compliance 06 07 08 09 10 11 12 Solar Heating Verified Existing Water Compact HERS Water Heater Status Existing Heating System Distribution Verification Name(#) Condition System n/a None n/a DHW Heater Existing No 1 (1) 07 08 09 10 11 12 13 14 15 Input Tank Standby 1st Hr. Verified Rated Insulation Loss or Efficiency Input Type Rating or R-value Recovery Rating or Tank Location Status Existing Pilot (Int/Ext) Eff Flow Rate Condition 0.58 Btu/Hr 75000 0 78 n/a Existing No 04 05 06 07 Compact Distribution Compact Distribution Recirculation Control Shower Drain Water Heat Type Not Required None 06 07 08 Cooling Distribution Equipment Fan Name Count Name Air 1 HVAC Fan 1 Distribution System 1 Registration Date/Time: Report Version: 2022.0.000 ,rhpm;:, VPr<inn· rPv JOJJOQ01 Recovery Not Required Not Required 09 10 11 12 Required Verified Existing HVAC Thermostat Status Existing Type Condition System n/a Existing No HERS Provider: Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Date/Time: 2024-07-lOTlS:28:41-07:00 Input File Name: 24-211 NevesEA.ribd22x CFlR-PRF-01-E (Page 9 of 11) Calculation Description: Title 24 Analysis HVAC -HEATING UNIT TYPES 01 02 03 04 05 Name System Type Number of Units Heating Efficiency Heating Unit Brand Heating Component 1 Central gas furnace 1 AFUE -78 n/a HVAC -COOLING UNIT TYPES 01 02 03 04 05 06 07 08 09 Name System Type Number of Units Efficiency Metric Efficiency Efficiency Zonally Controlled Mu lit-speed HERS Verification EER/EER2/CEER SEER/SEER2 Compressor Cooling Cooling Central split AC 1 EER/SEER 11 13 Not Zonal Single Speed Component Component 1 1-hers-cool HVAC -DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Duct Ins. Duct Surface Area R-value Location HERS Verified Existing New Ducts Name Type Design Type Bypass Duct Duct Leakage Verification Status Existing Distribution >= 25 ft Suppl Retur Suppl Retur Suppl Retur Condition system y n y n y n Air Existing Air Distribution Unconditio Non-R-6 R-6 Atti Atti n/a n/a No Bypass (not Distribution Existing+ No No System 1 ned attic Verified C C Duct specified) System New 1-hers-dist HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power {Watts/CFM) Name HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards -2022 Residential Compliance Report Version: 2022.0.000 <;rhPm" VPr<inn· rPv ?O??OQ01 Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Date/Time: 2024-07-l0TlS:28:41-07:00 CFlR-PRF-01-E (Page 10 of 11) Calculation Description: Title 24 Analysis HVAC FAN SYSTEMS -HERS VERIFICATION 01 Name HVAC Fan 1-hers-fan HERS RATER VERIFICATION OF EXISTING CONDITIONS Registration Number: CA Building Energy Efficiency Standards -2022 Residential Compliance Input File Name: 24-211 NevesEA.ribd22x 02 Verified Fan Watt Draw Not Required Registration Date/Time: Report Version: 2022.0.000 <;rh<>m::> V<>r<inn· r<>v 70770Q01 03 Required Fan Efficacy (Watts/CFM) 0 HERS Provider: Report Generated: 2024-07-10 15:29:11 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Neves Residence Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Brian Hansen Company: Technical Enerav Address: 4336 Goldfinch St City/State/Zip: San DieQo, Ca 92103 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: Calculation Date/Time: 2024-07-lOTlS :28 :41-07 :00 Input File Name: 24-211 NevesEA.ribd22x Documentation Auf¼thor Signature: 8~~ Signature Date: 7/10/2024 CEA/ HERS Certification Identification (If applicable): R 1 9-14-30046 Phone: 858-472-2680 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. CFlR-PRF-01-E {Page 11 of 11) 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Owenn Geis Company: Owenn Geis Address: 3237 Madison St, Unit A City/State/Zip: Carlsbad, Ca 92008 Registration Number: CA Building Energy Efficiency Standards -2022 Residential Compliance Responsible Designer Signature: Date Signed: License: Phone: 714-402-6241 Registration Date/Time: Report Version: 2022.0.000 ,rhPm:> VPr<inn· rPv 70770Q01 HERS Provider: Report Generated: 2024-07-10 15:29:11 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type !;i1 Single Family D Addition Alone I Date Neves Residence □ Multi Family !;i1 Existing+ Addition/Alteration 7/10/2024 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I # of ~nits 2703 Waterbury Way Carlsbad CA Climate Zone 07 1,994 562 INSULATION Area Construction Type Cavity {fr) Special Features Status Wall Wood Framed R 11 74 Existing Door Opaque Door -no insulation 20 Existing Wall Wood Framed R 11 62 Existing Wall Wood Framed R 11 215 Existing Wall Wood Framed R 11 258 Existing Roof Wood Framed Attic R 19 1,432 Existing Slab Unheated Slab-on-Grade -no insulation 1,432 Perim = 102' Existing Wall Wood Framed R20 372 New FENESTRATION I Total Area: 3731 Glazinq Percentacie: 18. 7% I New/Altered Average U-Factor: 0.30 Orientation Area(fr) U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (N) 6.0 0.300 0.23 none none NIA Altered Left (E) 57.7 0.300 0.23 none none NIA Altered Rear (S) 92.7 0.300 0.23 none none NIA Altered Right (W? 30.1 0.300 0.23 none none NIA Altered Front (N) 112.0 0.300 0.30 none none NIA New Left (E) 55.6 0.300 0.30 none none NIA New Rear (S) 18.9 0.300 0.30 none none NIA New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Gas Central Furnace 78%AFUE Split Air Conditioner 13.0 SEER Setback Existing HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status e) gas FAUIAC Ducted Ducted Attic 6.0 Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnerovPro 9.3 bv EnerovSoft User Number: 1082 ID: 24-211 Paoe 14 of 21 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type GIi Single Family □ Addition Alone I Date Neves Residence □ Multi Family GIi Existing+ Addition/Alteration 7/10/2024 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I #of tits 2703 Waterbury Way Carlsbad CA Climate Zone 07 1,994 562 INSULATION Area Construction Type Cavity (ff) Special Features Status Wall Wood Framed R 15 48 New Wall Wood Framed R20 57 New Wall Wood Framed R20 104 New Roof Wood Framed Rafter R30 562 New Slab Unheated Slab-on-Grade • no insulation 562 Perim = 96' New FENESTRATION I Total Area: 3731 Glazing Percentage: 18. 7% I New/Altered Average U-Factor: 0.30 Orientation Area(ff) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EneravPro 9.3 bv EnerqvSoft User Number: 1082 ID: 24-211 Paae 15 of 21 2022 Single-Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1 : Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMANJDMA/CSA 101/I.S.2/A440-2011. * § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of§ 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain c~efficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-striooed. § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, oasketed, or weather striooed. § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8/cil: Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of§ 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of§ 110.8(i) and be labeled per§ 10-113 when the installation of a cool roof is specified on the CF1R. § 110.80): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average § 150.0(a): U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. • § 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood § 150.0(c): framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. • § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(ij: without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of§ 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II § 150.0(g)1: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to ~ 150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of § 150.0(g)2: all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditionpd space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1 : Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is eauiooed with a readily accessible, operable, and tioht-fittinci damper or combustion-air control device. • § 150.0(e)3: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. • S ace Conditionin Water Heatin , and Plumbin S stem: § 110.0-§ 110.3: § 110.2(a): § 110.2(b): § 110.2(c): 110.3 C 3: § 110.3(c)6: 5/6/22 Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other re ulated a liances must be certified b the manufacturer to the California Ener Commission. • HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off tern erature for com ression heatin is hi her than the cut-off tern erature for su lementa heatin . • Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * nsulat1on. Un ired service water eater storage tan s an soar water-eating ackup tan s must ave a equate insu ation, or tank surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittin son both cold and hot water lines to allow for flushin the water heater when the valves are closed. § 110.5: § 150.0(h)1: § 150.0(h)3A: § 150.0(h)3B: § 150.00)2: § 150.0(n)1: § 150.0(n)3: Ducts and Fans: § 110.8(d)3: § 150.0(m)1: § 150.0(m)2: § 150.0(m)3: § 150.0(m)?: § 150.0(m)8: § 150.0(m)9: § 150.0(m)10: § 150.0(m)11: § 150.0(m)12: 5/6/22 2022 Single-Family Residential Mandatory Requirements Summary Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour); and pool and s a heaters.• Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASH RAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any d er. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer's instructions. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water i in must be insulated as s ecified in 609.11 of the California Plumbin Code. • Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment' maintenance, and wind as required by§ 120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casin or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5' x 2.5' x 7' suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2" hi her than the base of the water heater Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R& T), or by a listing agency that is approved by the executive director. Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601 .0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3. 1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼", If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be compressed. • Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openinqs to the outside, except combustion inlet and outlet air openinqs and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coatino. Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter.• § 150.0(m)13: 2022 Single-Family Residential Mandatory Requirements Summary Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be~ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy s 0.45 watts per CFM for gas furnace air handlers and s 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow~ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy s 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Aooendix RA3.3. • Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in§ 150.0(o)1. • § 150.0(o)1 B: Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1 Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C. Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, § 150.0(o)1C: and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in§ 150.0(o)1 Ci-iii. § 150.0(o)1G: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §150.0(o)1Gvi. • § 150.0(o)1 H&I: Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per§ 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan's inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, § 150.0(o)2: and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1G Pool and Spa Systems and EQuipment: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance § 110.4(a): with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heatinq. • § 110.4(b)1: Piping. Any pool or spa healing system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or proorammed to run onlv durinq off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves. • Lighting· Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable § 110.9: requirements of§ 110.9. • § 150.0(k) 1 A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kttchen range hoods, bath vantty mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacv of at least 45 lumens oer watt. § 150.0(k)1B: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. • § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, includinq markinq requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wirino, or fan speed control. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of§ 150.0(k). • 5/6/22 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JAB. • Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JAB § 150.0(k)1H: elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7 A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. . § 150.0(k)2A: Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off.• § 150.0(k)2B: Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with & 150.0(k). § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of§ 110.9. Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, § 150.0(k)2D: occupancy, and control requirements if it provides the functionality of the specified control per§ 110.9 and the physical controls specified in & 150.0(k\2A. Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire § 150.0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaQue fronts or doors must have controls that turn the lioht off when the drawer or door is closed. § 150.0(k)2F: Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7 A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, liQhtino in display cabinets, and switched outlets must be controlled separately from ceilinQ-installed liQhtinQ. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to § 150.0(k)3A: other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable reQuirements may be used to meet these reQuirements. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must either comply with§ 140.8 or consume no more than 5 watts of power. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Solar Readiness: Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the reQuirements of§ 110.10(b)-(e). Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 §110.10(b)1A: square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. • § 110.10(b)2: Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. • Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: horizontal distance of the height difference ~tween the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a § 110.10(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routina Plumbina from the solar zone to the water-heatina system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from§ 110.1 O(b)-(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as "For Future Solar Electric." Electric and Energy Storage Ready: 5/6/22 § 150.0(s) § 150.0(t) § 150.0(u) § 150.0(v) 2022 Single-Family Residential Mandatory Requirements Summary Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, Q[ a dedicated raceway from the main service to a subpanel that supplies the branch circuits in§ 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipmenUtransfer switch within 3' of the main anelboard, with racewa s installed between the anelboard and the switch location to allow the connection of backu ower source. Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3' of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready;" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker ermanentl marked as "For Future 240V use." Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3' of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as "240V ready;' and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use." Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready;" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker ermanentl marked as "For Future 240V use." *Exceptions may apply. 5/6/22 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Neves Residence 7/1 0/2024 System Name Floor Area e) gas FAU/AC 1,994 ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 60,000 Total Room Loads 751 17,879 1,120 267 20,038 Total Output (Btuhl 60.000 Return Vented Lighting 0 Output (Btuh/saftl 30.1 Return Air Ducts 656 984 Cooling System Return Fan 0 0 Output per System 36,000 Ventilation 0 0 0 0 0 Total Output (Btuh) 36,000 Supply Fan 522 -522 Total Output (Tons) 3.0 Supply Air Ducts 656 984 Total Output (Btuh/saftl 18.1 Total Output (saft/Tonl 664.7 TOTAL SYSTEM LOAD 19,714 1,120 21.485 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow (cfm) 1,200 Existing FAU 28,961 6,540 60,000 Airflow (cfm/sqft) 0.60 Airflow (cfm/Ton) 400.0 ,__ __ O_u_ts_id_e_A_ir~(~%~,>----+---o_.0_01c .... 0 Total Adjusted System Output Outside Air (cfm/sqftl O.OO (Adjusted for Peak Design conditions) 28,961 6,540 60,000 Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heatina Peak) 34 Of 69 Of 140 Of 140 Of . ,i] (y ~□ l_l_l_ D . . i Outside Air ~-Supply Fan O cfm Heating Coil 140 Of 1,200 cfm ' • ROOM 69 Of 70 Of -lrl=I ] ~~ I COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak) 83 / 68 Of 79 I 62 °F 55 / 54 °F 55 I 54 °F _....,..,._...... ----+~ ,1-------1@,____-~ A-j]_-, A Outside Air _.. ..-~ 6J J:j Supply Fan Cooling Coil 1,200 cfm 0 cfm i 56 / 54 Of 41.4% ROOM 79 I 63 °F 78 I 62 °F .__.___~-~~-~1.1 I ~~-___ __.I .. (Cityof 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: 2113 W,trt11 6y/l ~ y]tft NE ~E, $ t/JPi+,w Permit#: CBR2024-1578 ------------------ Project Address: 2703 WATERBURY WAY Assessor's Parcel#: 1674411300 ------------------- Project Applicant: TRUST GUSTAVO AND ABBY NEVES FAMILY TRUST (Owner Name) Residential Square Feet: New/Additions: 560 ------------------- Second Dwelling Unit: ------------------- Commercial Square Feet: New/Additions: ------------------- City Certification: City of Carlsbad Building Division Date: 08/14/2024 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after 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 [Z] 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 PROJECT 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. Signature of Authorized School District Official: • '. ,1 \, , 'D , 1 ~G,y,v:::.o.A ~ C ! J ,!,.J. t J ,j_ Q_ . (_<:_, Gu.:v,. \."-'"'"dl I]\.; a Title: ~ e:i. 0 r ,"' .. L ,~ ,L b..... Date: ( ._' ,. -I'"'\ l 1 -J \le, \ 'J>~tAHfmffi1'eMlrtE1) SCHOOL DISTRICT _._____,.,\ .._, _...,.d:.._:l_._ __ Name of School District: 6225 EL CAMINO REAL Phonef'1_ { O () 3 "3 / _ S":M() CARLSBAD, CA 92009 COMMUNITY DEVELOPMENT -Building Division 1635 Faraday Ave I Carlsbad, CA 92008-7314 I 442-339-2719 I building@carlsbadca.gov Iwww.carlsbadca.gov STORM WATER POLLUTION PREVENTION NOTES 1. AU. NECESSARY EQUIPMENT AND MATERIALS SHAU. BE AVAILABI.£ ON SITE TO FACILITATE RAPID INSTAUATION Of EROSION AND SEDIMENT CONlROL BMPs w-lEN RAIN IS EMINENT. 2. lHE OWNER/CONlRACTOR SHAU. RESTORE AU. EROSION CONlROL DEVICES TO 'MJRKING ORDER TO lHE SA TISf ACTION Of 1HE CllY INSPECTOR AfTER EACH RUN-Off PRODUCING RAINFALL 3. 1HE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL. EROSION CONTROL MEASURES AS MAY BE REQUIRED BY lHE CITY INSPECTOR DUE TO INCOMPl.£TE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES 'MilCH MAY ARISE. 4. ALL REMOVABI.£ PROTECTIVE DE't1CES SHALL BE IN PLACE AT 1HE END Of EACH 'MJRKING DAY 'M-IEN THE FlVE (5) DAY RAIN PROOABIUlY FORECAST EXCEEDS FORlY PECENT ( 40%). SILT ANO OlHER DEBRIS SHALL BE REMOVED AfTER EACH RAINFALL 5. ALL GRAVEJ.. BAGS SHAU. CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEOOAlE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE: MEASURES MUST BE INSTAU.ID AND MAINTAINED. 7. lHE CllY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUAUlY REQJLA TIONS. OWNER'S CERTiflCATE: I UN>ERSTANO AND ACKNO'IIUDGE THAT I MUST: (1) ll'lillENT BEST MANAGEMENT PRAC1JCES (BIIPS} DURING WISTR\JC110N AC111/111ES TO THE WAXIIIUII EXTENT PRACllCABL£ TO A'tQD THE l!OBIUZA 110N <:F P<UliTANTS !i!Oi AS SEDIIENT AND TO A 'tQO Tl£ EXPOSURE <:F STCRII WATER TO CCJISlRUCllON RELATED PQJJJTANTS; Nil (2) ADHERE TO, AND AT All TIIES, COlf>I.Y WITH llt~a TIER 1 CONSTR\JC110N SIW'PP THROUGHOUT THE <:F THE CONSTR\JC110N AC11I/ITES UNTI. Tl£ CON CllON IS CXllFl.£TE Al() APPR0'.6> BY THE CITY <:F <;111Jt41i , .. ,-z.'f ~ STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 CB ___ _ SW BEST MANAGEMENT PRACTICES (Bt.1') SELECTION TABLE ftollonCanlrol -Cor.-ol-Tl9Clmlg ---~and-IIMPt CorRIBlf>s ...,___ Pl)lktllariCo,RIIIMPI .., ] ] ,g i .., i ;; 6 u u .,. C K C '0 .§ ! f C i C e j .5 ~ C "' ..,. .,. 15 l 1 3 i' g] Best Management Practice• ._, gt Ii~ 0. ~ .5 1: • 11 ,§ ~ !! :i .. ~ t.,. C .5, ~~ i '0 'ii I ! i ~i (BMP) Description ➔ II .5 rl E .. i '! ~] ,§ I '0. 5 0 ::::, ~ ~ 8 ~ i C 'jj Jl.5 1~ 5] "'Ii i 0 ~~ i 0:: -~ _g ~~ ~i -~ . 18' I t ~11 i.,. 8 ~-5 ... ~ ~ t -., I l 8-~ ]~ ~ 0 il 1j .!! ~ -,:, C 3 ~6 I,! ~ l 6 ~ ~ J! vi it ~ gi il Jo c~ vi le§ ;§~ (I)> "'"' Q. :::IE(I) "' ~ Oollplon ➔ .... "" en ,., • ,,, "' .... "" 0 N J, ,., .... "" ' N ,., • ,,, I I [;3 ' ' I I I I ill I ' ' I J, I I I I I I 0 0 &l I)! I)! I)! I)! !)! I)! I)! l!c l!c (I) (I) i i i i i eor.ucton _, "' "' z z z z I\ G'odinn """' Oisb.ri>anai >I Trenchinn"'•->atlon "'""'"lino Drlff'l .. .a-.. .. Concretelh"'-dt Sawa.ottlno ll Conc.-ete Flotworlt -Concllft ,.,.. in1tdlotion Stucco/ ortor W<rt Waite ......... Stoar,o, Inv Down Neo £,;,,._.,,t lloinlena,ce a,d Fuelino Hazardous Substance IJae/<;t- llewaterino Site Acceos Across Dirt Other cr,st'I: Instructions: --- 1. a.eek the box to the left of al oppf"ocoble constructlon octiYity (Int column) expected to ocar during construction. 2. Located olonQ the top of the BIIP Tobie la a list of BIIP's with it's c:orrespcndlng Cafffomlo Stonnwoter Quoflty Aaociotion (CASQA) ~otion number. Choose one or more IIIPi )'011 intend to u .. c11ring construction frcm the rost. Check the box where the ch09en oc!Mty row intersects with the BIIP cdurM. 3. Refer to the CASQA construction ha,dboot for information and detail of the chooen BIIPs a,d how to apply them to the pro joc:t. SHOW THE LDC\ T/ONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SfTE Pl.AN/EROSION CONTROL Pt.AN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPI.E EROSION CONTROL PLAN. PROJECT Site Adena: aretM lfM! Asaesscr'• Pan:el Number. /Cf· 't'ff-(1,o~ Emergency Contact J I Li, I':£. Nome: (i V$, /Vc;v~7 24 Hcxr Phone: 1, '1 -3 '}(). 6t "I l Construction Threat to Storm Water C)Jolity (Check Box) 0 MEDIUM I;! LOW ~ ,_ .. i i!li lg t:!i :,: "' "' I i . -;; ill ii be !i 5 0:::1! "" I i Poge 1 of 1 REV 02/16 (_ City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: BP No.: 2703 Waterbury Way Carlsbad CA 92010 / 167-441-1300 Owenn Geis 339 Durian St. Vista CA 92083 Contact Phone: Contact Email: owengeisdesigns@gmail.com Contact information of person completing this checklist (if different th an above): Name: Company name/address: Contact Phone: Contact Email: Applicant Signature: ____ Q_~----~_e,w_· ____ Date: 06/08/2024 B-50 Page 1 of 7 Revised 04/21 Use the table below to determine which sections of the Ordinance checklist are applicable to you r project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. Building Permit Va luation (BPV) $ breakdown _______ _ Construction Type r::( Residential □ New construction l!!!I Additions and alterations: □ BPV < $60,000 l!!!I BPV ~ $60,000 □ Electrical service panel upgrade only □ BPV ~ $200,000 D Nonresidential □ New construction □ Alterations: □ BPV ~ $200,000 or additions ~ 1,000 square feet □ BPV ~ $1 ,000,000 □ ~ 2,000 sq. ft. new roof addition Checklist Item Complete Sectlon(s) Notes: A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A*, 3A*, 18, 28, *Includes detached, newly constructed ADU 4A*, 38,4A NIA NIA All residential additions and alterations 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages only. *Multi-family dwellings only where interior finishes are removed 1A, 4A* 18, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1 B, 28, 38, 48 and 5 18, 5 18,28,5 Building alterations of~ 75% existing gross floor area 28, 5 1 B also applies if BPV ~ $200,000 Check the appropriate boxes, explain all not applk:a>le and exception items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18.30.190,and the Cal~ornia Green Building Standards Code (CALGreen) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A Ii] Residential addition or alteration 2: $60,000 building pennitvaluation. D N/A _________ _ DetailsofselectionchosenbelowmustbeplacedontheplansreferencingCMC o Exception: Home energy score 2: 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one option: D Ductsealing D Attic insulation □Cool roof D Attic insulation D 1978 andlater Select one option: D Lighting package D If.later heating Package I!!! Between1978and1991 Select one option: D Ductsealing D Attic insulation □Cool roof D 1992 and later Select one option: D Lighting package D Water heating package Updated 4/16/202 1 3 B. D Nonresidential* new construction or alterations~ $200,000 building permit valuation, or additions~ 1,000square feet.See CMC 18.21.1 SSand CALGreen Appendix AS ~ N/A AS.203.1.1 Choose one: D .1 Outdoor lighting D .2 Restaurant service water heating (CEC 140.5) D .3 Warehouse dock seal doors. D .4 Daylight design PAFs D .5 Exhaust air heat recovery !!!I NIA AS.203.1.2.1 Choose one:□ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget (ProjedswithindoorlightingANDmechanical) !!!I N/A AS.211.1 ** □ On-site renewable energy: D N/A AS.211.3** □Green power: (If offered by local utility provider, 50% minimum renewable sources) D N/A AS.212.1 D Elevators and escalators: (Project with more than one elevator or two escalators) D N/A AS.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen) D N/A ________ _ • Includes hotels/motels and high-rise residential buildings •• For alterations;;: $1 ,000,000 BPVand affecting> 7 5% existing gross floor area, OR alterations that add 2,000 squarefeetof new roof addition: comply with CMC 18.30.130 (section 2B below) instead. 2. Photovoltaic Systems A O F6idet ltial re11cmstru:tim (fa' bNrise residel ltial 1:1.iklng pemit Wicaials SlDritted ala' 1/'lr.!)). ltier'to ~9 califana Energ,, Qxle sectioo 1ro.1(c)14 fa nq.iremns. If pqect inchdes installaial d a, electric heit i:urpvaa-tmer JUSUrtto CM'sectioo3Bbelc,.v(lo.Nf'iseresidermal\l\atel'Heating), increasesystemsize11f .:3kWi:if P-Jarsetopionisselected Floor Plan ID (use additional CFA #d .u. Calculated kWdc* sheets if necessary) Total System Size: 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. kWdc Exception D D D D B. 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 CMC 18.30.130 when completing this section. *Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: D Gross Floor Area (GF A) Method GFA: □ If< 10, OOOs. f. Enter: 5 kWdc Min. System Size: D If c!: 1 O,OOOs.f. calculate: 15 kWdc x (GFA/10,000) ** kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/202 1 4 □ Time-Dependent Valuation Method AnnualTDV Energy use:*** ______ x .80= Min. system size: ______ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. D Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. □ For systems serving individual dwelling units choose one system: □ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CMC 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) ~ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For systems serving multiple dwelling units, install a central water-heating system with ALL of the following: □ Gas or propane water heating system □ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Recovered energy □ Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction □ Exception: It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. Updated 4/ 16/2 1 5 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. D One and two-family residential dwelling or townhouse with attached garage: D One EVSE Ready parking space required D Exception : ____________ _ D Multi-family residential: D Exception : ____________ _ Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest wtiole number) EVS E other may be "Ready" or "Capable" *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000 or indude 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. *ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure . (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) D Exception: ____________ _ Please refer to CMC 18.21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I I 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 andover 10 percent of total 50 percent of Required EV Spaces Calculafons: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest we nurrber) EVSE other may be "Ready" or "Capable" Updated 4/16/2021 6 5. □Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determinewhetherornoryourpermit requires a TOM plan. lfTDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1 (JhEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample cafcyfatjons; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf = 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I ac:kncM4edge that the plans subnitted rray be subject to the Qty of Ca~sbad's Transportation Clerrand Mlnagerrent O'dinance. I agree to be contacted should my permit require a TDM plan and understand that an approved TDM plan is a condition of permit issuance. Applicant Signature: 0 ~ ~ e,i,y Date: OG/OS/2024 Person other than Applicant to be contacted for TDM compliance (if applicable): N (p . t d) Owenn Geis ame nn e :. __________________ _ 7144026241 Phone Number. ____ _ Ema.1 Add owenngeisdesigns@gmail.com 1 ress: __________________ _ Updated 4/16/2021 7 • C City of Carlsbad CLIMATE ACTION PLAN (CAP) COMPLIANCE CAP Building Plan Template 8-55 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. Use this form to summarize all applicable CAP measures for your project. IF CAP MEASURES ARE APPLICABLE, IMPRINT THIS COMPLETED FORM ONTO PROJECT PLANS. 1. ENERGY EFFICIENCY APPLICABLE: [Z]YES □ NO Complies with CMC 18.30.190 & 18.21.155 [Z]Yes O N/A Existing Structure, year built: _Po_,_"_97_8 __ _ Prepared Energy Audit? O Yes [Z] No Energy Score: _____ _ Efficiency Measures included in scope: 2. PHOTOVOLTAIC SYSTEM APPLICABLE: DYES [Z] NO Complies with CMC section 18.30.130 and 2019 California Energy Code section 150.l(c)14 D Yes [Z] N/A Required Provided Size of PV system (kWdc): Sizing PV by load calculations D Yes D No If by Load Calculations: Total calculated electrical load: 80% of load: Hardship Requested D Yes O No Hardship Approved D Yes O No 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: [ZJ YES □NO 4. s. Complies with CMC sections 18.30.150 and 18.30.170? Alternative Source: ~ Electric o Passive Solar Hardship Requested Hardship Approved ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: 0 Yes □Yes DYES Complies with CMC section 18.21.140? Panel Upgrade? 0 Yes O N/A O Yes O No Required Provided Total EV Parking Spaces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved 0 Yes □Yes TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TOM Report on file with city? Building Permit Finaled Revision Permit Print Date: 04/15/2025 Job Address: Permit No: Status: (city of Carlsbad PREV2024-0205 Closed -Finaled Permit Type: 2703 WATERBURY WAY, BLDG-Permit Revision 1674411300 CARLSBAD, CA 92010-1370 Work Class: Residential Permit Revision Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: $0.00 Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: CBR2024-1578 Plan Check#: Applied: 10/22/2024 Issued: 04/15/2025 Finaled Close Out: 04/15/2025 Final Inspection: INSPECTOR: Description: NEVES: SIDE OFFICE ADDITION REDUCED TO 110 SF// BEDROOM ADDITION INCREASED TO 427 SF// NEW PROPOSED TOT IS 577 SF Applicant: GEIS OWENN GEIS 339 DURIAN ST VISTA, CA 92083-5601 (714) 402-6241 FEE BUILDING PLAN CHECK REVISION ADMIN FEE THIRD PARTY REVIEW -Consultant Cost (BLDG) Property Owner: GUSTAVO AND ABBY NEVES FAMILY TRUST 2703 WATERBURY WAY CARLSBAD, CA 92010-1370 Total Fees: $455.00 Total Payments To Date: $455.00 Building Division Balance Due: 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $35.00 $420.00 $0.00 Page 1 of 1 CCity of PLAN CHECK REVISION OR Deve/012.ment Services DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 442-339-2719 B-15 www.carlsbadca.gov Original Plan Check Number CBR2024-1578 (by City Sta/if Plan Revision Number eet)(d@t./-~)O ~ Project Address 2703 Waterbury way A site survey during construction discovered a portion of the existing garage was In the required setback. General Scope of Revision/Deferred Submittal: __________________ _ The office addition was reduoed In size by 34 sf to meet the required setback and the front bedrooms increased inl size by 51 sf on the opposite side of the house due to more room from the setback. CONTACT INFORMATION: Name Owenn Geis Address 339 Durian St. Phone 714 402 6241 ________ Fax~--------- City Vista Zip 92083 Email Address owenngeisdesigns@gmail.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: [i] Plans [i] Calculations D Soils D Energy D Other 2. 3. Describe revisio ns in detail List page(s) where each revision is shown The square footage chang from the office addition to the front room addition. cs 1 The (e) building was shifted on the siteplan due to onsite foundation survey discovery A1 .0/ A1.2 Revised front room foundation plan S1 Revised front room framing plan S2 added detail 15 for new full height wall condition between exsting house and new rooms. SO1 We an existing truss systems instead of conventional framing SO1 and the trusses could not be cut the way previous detail 15/ S01 showed SO1 4. Does this revision, in any way, alter the exterior of the project? 5. Does this revision add ANY new floor area(s)? 6. Does this revision affect any fire related issues? 1. Is this a full set replacement (all sheets)? ..@'.S'Signature _______________ _ [ZJYes ONo [ZJYes ONo OYes [ZjNo OYes [Z!No Date 10/21 /24 1635 Faraday Avenue. Carlsbad, CA 92008 Ph: 760-602-2719 w : 760-602-8558 Email: buildin!i3@carlsbadca !i30V www.carlsbadca.gov True North COMPLIANCE SERVICES November 20, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: PREV2024-0205 True North No.: 24-018-957 Carlsbad, CA 92008 Plan Review: Revision Residential Addition Address: 2703 Waterbury Way Applicant Name: Owen Geis Applicant Email: owengeis@gmail.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R3 Occupant Load: NI A Type of Construction: VB Sprinklers: No Stories: I Area of Work (sq. ft.): 665 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: I. 2. 3. Drawings: One (I) copy dated October 21, 2024, by O Geis. Energy Calculations: One(!) copy dated October 8, 2024, by 0. Geis. Structural Calculations: One (I) copy dated October 8, 2024, by P. Christenson. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: I. In order to expedite the permitting process, we have made annotations (in red ink) to Sheet A 1.2 Shown double wall .. 2. This project is Hourly. Please charge the applicant the following hours of plan review. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 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: Ed Dion -Plan Review Engineer Quality Review By: Alaa Atassi Plan Review Supervisor PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 ~ a.n 0 N c;, 'q" N 0 N > w ~~ ~ a. q- N 0 N 0::: a) u Structural Deslgn Calculations Residential Addition Client Gustavo Neves Project Neves Residence 2703 Waterbury Way Carlsba Paul S, nstenson ~ RCE C57182, exp. 12/31/25 May 15, 2024 Rev. 10-8-24 PCSD File #: 24-134 ( ' ' ' ' I - f'p.u{ C,/,,1-i>te.»'""' ;',p.,1-1 f);~"" z..u,i>'11!.e-riu.~ 1 Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Neves Residence 24-134 Code: Timber: 2022 California Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 11 " Posts & Beams: DF-L #1 11 Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (OF/OF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists: TJI 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Concrete: Concrete Block: Mortar: Grout: LVL, PSL Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Min. f'm = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91 , Min. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W ' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade 8, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade 8, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Botls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) ~u/C"hnRUJIJ'Ch ';Jilli ,zfZtff" JOB 24-134 SHEET NO L OF £:nJV'eerllff ------------CALCULATED BY PSC DATE 5/15/24 CHECK BY DATE ----3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. koL = kLL = Total Load== 2.2 Roof (wl ceiling) Roofing 15/32" Sheathing Roof Framing lnsulation and Misc. 2.3 Ceiling Ceiling Joists int,= ILL = Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls loL = ILL = Total Load= Exterior Wall 7 /8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 7.5 psf 1.5 psf 2.8 psf 2.8 psf 2.4 psf 17.0 psf 20.0 psf 37.0 psf 7.5 psf 1.5 psf 2.8 psf 2.2 psf 14.0 psf 20.0 psf 34.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf I.I psf 2.8 psf 0.6 psf 15.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 4.6 psf 1.1 psf 2.3 psf 8.0 psf ~u./f:'hmteHJ'CUI ;In, f.fz'!fc £:nJmeemtJ 3529 Coastview Ct-Carlsbad, CA 92010 JOB 24-134 SHEET NO ) OF ____ _ CALCULATED BY PSC DATE 5/15/24 CHECK BY _____ DATE ___ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2x F.J. .'i/8" Gyp. Rd. Insulation and Misc. :loL = ILL= Total Load= 5.5 psf 2.3 psf 3.5 psf 2.8 psf 0.9 psf 15.0 psf 40.0 psf (60.0 psf -Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed= 110 mph Exposure Cat = B Ps = >.Kzt•l*Ps30 (ASCE 7-16-Equation 28.5-1) P = 26.6 psf P = 16.0 psf (*0.6 -ASD) 2.7 Seismic Sos = (2/3) SMs Sos = 0.786 Sos Cs = {R/l) Cs = 0.121 USE: V= 0.121 WoL ASD BASE SHEAR VASo V ASD= 0.086 W DL (11 .4.5) >-= 1.00 (fig. 28.5.1-Ps30 = 26.6 psf Kzt = 1.00 (fig. 26.8-1) I = 1.0 USGS APPLJCA TlON S, = 0.982 S1 = 0.360 F. = 1.20 F = V 0.00 R = 6.5 T= 1.00 hn = 14.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY Sl <0.75 S1 > o.o4 Ss > 0.15 (11.6 ASCE 7-16) (11.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T,=C1 *(hJ0 75 = 0.145 Ts = S0 i/S0 s = 0 k = 1.0 ::qn. 12.8-1 Not OI Ta<0.5 Seismic Design Category: D . 5/14/24, 9:12AM U.S. Seismic Design Maps USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error. USGS web services arn now oper.itional so this tool should work as e><pectod. 3A} OSHPD Neves 2703 Waterbury Way, Carlsbad, CA 92010, USA Latitude, Longitude: 33.1718668, -117.3139152 -iburon Carlsbad 1omeowners Association · 9 ( ,/ Google Date Design Code Reference Document Risk Category Site Class Type Value . Ss 0.982 S1 0.36 SMs 1.179 SM1 null -See Section 11.4.8 Sos 0.786 So1 null -See Section 11.4.8 Type Value soc null -See Section 11 .4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.429 FPGA 1.2 PGAM 0.514 TL 8 SsRT 0.982 SsUH 1.089 SsD 1.5 S1RT 0.36 'S1UH 0.394 S1D 0.6 https://www.seismicmaps.org Hid.den' Advanced Real ft Estate Appraisal T • Canyon P,k Dog Pk Description 5/14/2024, 9:12:45 AM ASCE7-16 II D -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Map data ©2024 Google Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. ( 1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) 1/3 . ~I t-Ut< It:. VV t:.tj ... 0 12 41 ~ ill MEMBER REPORT Roof Framing, (RR-1) Ra~ers 1 plece(s) 2 x 10 OF No.2 @ 24" OC 1s· s· Drawing Is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ,). . Dular, Risi.tits':!,,'.· ;· . -/~·•J.ocati~.-{' , :AQO'i!N!!I C••' "~: . ' ~ / . .'l.Q:l','C µ,..ii'~ilatf~(Ppttent) · :, :}: ~t:::. ,/, ,· ;,. ; .. Member Reaction (lbs) 619 @I 2 1/2" 3281 (3.50") Passed (19%) --1.0 D + 1.0 Lr (All Spans) Shear (lbs) 542@ 1' 1/4" 2081 Passed (26%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2402 @8' 2" 2537 Passed (95%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (In) 0.405@ 8' 2" 0.839 Passed (L/497) --1.0 D + 1.0 Lr (All Spans) Total Load Defl. (In) 0.769 @8' 2" 1.119 Passed (L/262) --1.0 D + 1.0 Lr (All Spans) • Deflection aiteria: LL (1./240) and n (1./180). • Allowed moment does not reffect the adjustment for the beam stab!llty factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Applicable calculations are based on NOS. 1 -Beveled Plate -DF 2 -Beveled Plate -DF 3.50" 3,50" 1.50" 293 327 619 BlockJng , Blocklng Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Top Edge (Lu J Bottom Edge (Lu) 17' 3" o/c •Maldmum allowable bracing Intervals based on applied load. •1J1mens1ons for late111I bracing intervals are measured along the length of the member for sloped conditions. 1 -Uniform (PSF) 20.0 Default Load PASSED i.t l + 0 Member Length : 17' 5 11/16" System : Roof Member Type : Joist Building Use : Residential Building Code : !BC 2021 Design Methodology : ASD Member Pitch : 4/12 ·'/Ne ' ·a~f!totea·•'f.• •''·•·•··'· ·'°,., ·,,',· '· ·•··'·'.i·.'V·· Weyerflaeuse< warrants that the sizing of Its products will be In acccrdance with Weyerhaeuser product design altena and published design values. Weyert,aeuser expressly dlsdalms any other warranues related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. Thi! designer of record, builder or framer is reSjJOns!ble to assure that this calculat!on is compatible with the overall project. Accessorte!; (Rim Board, Blocking Panels and Squash Bloct.s) are not designed by this sofiware. Products manufact\Jred at Weyerhaeuser fadl!Ues are tt,lrd·party certlfled to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR·l387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, Input design loads, dimensions and support Information ha11e been provided by ForteWEB Software Ope111tor ForteWEB Software Operator Job Notes Paul Christenson PCSD Englneenng (760) 207-1885 paul.pcsd@gmall.com Weyerh,eus,r 6/5/2024 4:46:20 PM lJTC ForteWEB v3.8, Engine: VS.4.1.22, Data: VS.1.6.2 FIie Name: Neves P;on<> 1 / 1 + 0 12 41 ill MEMBER REPORT Roof Framing, (RR-2) Rafters 1 plece(s) 2 x 10 DF No.2@ 24" OC Sloped Length· 15' 11 7!8" 14' r Drawing Is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.) . Ptslan-rt'5Ul~=t. .,,:.' -~-t~~ ·~lion-:\ f~ :Allowed· .··i ~-, .... . /LO!',, : i:.o.it:'~lilitkin <"'.-.. r . " ~ _~ .. ,, , .. _ '. _..,, .. Member Reaction (lbs} 575@ 2 1/2" 3281 (3.50") Passed (18%) -1.0 D + 1.0 Lr (All Spans) Shear (lbs) 498 @ l' 1/4" 2081 Passed (24%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs} 2062@ 7' 7" 2537 Passed (81%) 1.25 1.0 D + 1.0 Lr (All Spans) Uve Load Dell. (In) 0.299 @ 7' 7" 0.777 Passed (L/624) --1.0 D + 1.0 Lr (All Spans) Total Load Den. (In) 0.567@ 7' 7" 1.037 Passed (l./329) --1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (L/240) and n. (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% lnaease in the moment capacity has been added to account for repetitive member usage. • Applicable cak:uiaUons are based on NOS. , ':\>"a-.ftng;~. '·: ,J . : ' : ~-i,o.;ds:t!)Sufll.'O't'.S c~>•· :·:• '' ,Tl>t!llf' ;-A~~-, , DM4· '· -.~.I.IM,•·· .'.~. ,'-'-'· • ,; :~~.:-'. :ies ., • ' • ,· ' • ' • , ~ -• > .. • 1 • Beveled Plate • OF 3.50' 3.50" 1.50" 272 303 575 Blocking 2 • Beveled Plate· OF 3.50" 3,50" 1.50' 272 303 575 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. >· • ..... ;·(, . : Top Edge {Lu) ~• 10" O/C Bottom Edge (Lu) 16' o/c •Maximum allowable bracing Intervals based on applied load. •U1menslons for lateral braong intervals are measured along the length of the member for sloped cond1trons. 1 -Uniform (PSF) ' PASSED q + 0 Member Length : 16' 2 15/16' System : Roof Member Type : Joist Building Use : Resldenijai Building Code : !BC 2021 Design Methodology : ASO Member Pitch : ◄/12 Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly dlScialms any other warranties related to the software. Use of this software is not Intended to circumvent the n<!ed for a design professional as determined by the authority having Jurlsdi~on. The designer of record, builder or framer is responslble to assure that this calculation Is compatible with the overall project, Accessories (Rim Board, Blocidng Panels and Squash Blocks) are not designed by this soft-.Ha<e. Products manufactured at Weyerhaeuser fadiltles are third-party certl~ed to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/ document-library. The product application, input design loads, dimensions and support Information have been provided by ForteWEB software Operator ForteWEB Software Opentor Job Notes Paul Christenson PCSO Engineering (760) 207-1885 A paui.pcsd@gmall.com Weyerhaeuser 6/5/2024 4:47:51 PM UTC ForteWEB v3.8, Engine: VS.4.1.22, Data: V8.1.6.2 File Name: Neves P:;u,o 1 / 1 -....... -......... + 0 MEMBER REPORT Roof Framing, (RB-1) Hdr Bm 1 piece(s) 4 x 12 DF No.2 Overall Length· 9· 5" 8' 1()'' I?] Drawing is Conceptual. All locations are measured from the outside face of le~ support (or left cantilever end). All dimensions are horizontal (typ.). • OestanJt~utbC-., ~-; A ·~~ -·~.o:i.~,~Eo'. ;;_., 'AQ°"""·,~,.·, ::~--',,:.:;',· ;~ ., -~-> ~i~imliiin<~>•' ·.,.:di ..... • Member Reaction (lbs) 1645@ 2" 7656 (3.50") Passed (21 %) -· 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1216 @ 1' 2 3/4" 5906 Passed (21 %) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 3604 @ 4' 8 1/2" 7614 Passed (47%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.036 @ 4' 8 1/2" 0.454 Passed (1./999+) .. 1.0 D + 1.0 Lr (All Spans) Total Load Den. (In) 0.081 @ 4' 8 1/2" 0.606 Passed (1./999+) -1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (l/240) and Tl. (l/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applicable calculations are based on NOS. 1 • Column • OF 3.50" 3.50" 1.50" 916 730 1645 Blocking 2 • Column -OF 3.50" 3.50" 1.50' 916 730 1645 Blocking • BIOO<ing Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Top Edge (Lu) 9' 5" o/c Bottom Edge (Lu) 9' 5" o/c •Maximum allowable bracing Intervals based on applied load. '' 0 • Self We!ght ( PLF) 0 to 9' 5" N/A 1 • Unlfotm (PSF) o to 9' 5" (Front) 7' 9" 18,0 20.0 Default Load 2 • Uniform (PLF) 0 to 9' 5" (Front) N/A 45.0 Default Load • Side loads are assumed to not induce cross-grain tension. PASSED + 0 Member Length : 9' 5" System : Roof Member 1';pe : Drop Bc,am Building Use : Resldentlal Building Code : !BC 2021 Design Methodology : ASO Member Pitch : 0/12 Weyert,aeuser warrants that the sizing of Its products will be In accordance with Weyemaeuser product design aiter1a and published design values, Weyethaeuser expressly disclaims any other warranaes related to the software. Use of this software is not Intended to circumvent the need for a design professional as determined by the author1ty having Jurtsdlctlon. The designer of record, builder or framer Is responsible to assure that this calculatlon Is compatible with the overall project. Accessories (Rim Board, Blocklng Panels and Squash Blocks) are not designed by this soltware. Products manufactured at Weyerhaeuser facillaes are third-party certified to sustainable forestry stanclards, Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM stanclards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyethaeuser.com/woodproducts/ document-library. The product appllcatlon, Input design loads, dimensions and support lnformatton have been provided by ForteWEB Software Operator 'orteWE8 Softwll"' Operator >aul 0,rtstenson 'CSO Engineering 760) 207· 1885 oaul,iXsdl!llgmall.com lob Notes Weyerhaeuser 6/11/2024 8:13:58 PM lJTC ForteWEB v3.8, Engine: VS.4.1.22, Data: V8.1.6.2 File Name: Neves o~ ........ 1 , .. f.ilt-Ut< It. Wt.ts + 0 MEMBER REPORT Roof Framing, (RB-2) Hdr Bm 1 piece(s} 4 x 4 DF No.2 overall Length· 3' r I ~..-: -' • • , • t ,, ) •. r:..~~ • :, 51'· : ~ 3' ' ill lfil Drawing Is Conceptual. All locations are measured from the outsfde face of left support (or left cantilever end). All dimensions are horlzontal (typ.). o..tan· R.ultl. ~-,. ' • •'<Ac:l:U!i4 Otic:atkln 'i" • • ",All(!We!f ''. ,-..ult LDF ~'-~~(Pattem). . .. .. Member Reaction (lbs) 1295@ 2· 7656 (3.50") Passed ( 17%) -1.0 D + 1.0 Lr (All Spans) Shear (lbs) 873 @7" 1838 Passed (48%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 954@ 1' 9 1/2" 1005 Passed (95%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Def!. (In) 0.045 @ 1' 9 1/2" 0.162 Passed (l/876) --1.0 D + 1.0 Lr (All Spans) Total Load Den. (In) 0.091 @ 1' 9 1/2" 0.217 Passed (l/430) --1.0 D + 1.0 Lr (All Spans) • Deflection aitetia: LL (1./240) and TL (l./180). • Allowed moment does not renect the adjustment fol' the beam stability factor. • Applicable calculatlons are based on NOS. • This product has a square cross section. The analysJs enQlne has checked both edge and plank orientations to allow for either Installation. -~IM!gth ,. -'· .__..to-~(IM)' ' .,, , .. C .-• /W;i~-,. . ;,~·'. ~- ., >).:j ' "' , • ., • !'"•'t ' Tqcai( • -. '... .1~ ~ -~IM -~ . ~ ·+· :'C.;, ,., Avallabl4i •Dud', :ll,,cw~I1_,._ , • ' ' ,, 1 -Column -DF 3.50" 3.50" 1.50" 659 636 1295 Blocking 2 -Column • DF 3.50' 3.50' 1.50' 659 636 1295 Blocking • Blocking Pa~ are assumed to cany no loads applied diredly above them and the full load 1s applied to the member being designed. ~--•I Bnldttr, ,, _ ,, ,.:.~ ~-·-., Cot!l....,t, , . .-, .. ,::'·;,,; . , Top Edge (Lu) 3' 7" o/C Bottom Edge (Lu) 3' 7" O/C •Maldmum allowable bradnQ Intervals based on applied load . .... , .. " . ., Oeiid'' RoofUw-; ~;.,. ,•, '· ,,, ,.,_ ~ ~~·~-, Locatlall (Side) (0.90), ';' ,'(1.25)·,,. c~ , ' ~ 0 -Self Weight (PU') o to3' 7' N/A 3.1 - 1 • Uniform (PSF) O to 3' 7" (Front) 17' 9' 18.0 20.0 Default Load 2 • Uniform (Plf) 0 to 3' 7' (Front) N/A ~5.0 -Default Load • Side loads are assumed to not Induce cross-grain tension. w .. Notes _, .. PASSED ,/ Member Length : 3' 7" System : Roof Member "Type : Drop Beam Building Use : Resldentlal Building Code : IBC 2021 Design Methodology : ASO Member Pitch : 0/ 12 Weyemaaiser warrants that the sizing of its products w!U be In accorclance with Weyemaeuser product design aiteria and published design values. Weyemaeuser e,cpressly disclaims any other warranties related to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority ha..-tng Jurlsdlct!on. The designer of record, builder or framer Is responsible to assure tliat this calculation Is compatible with the overall project. Accessories (Rim Board, Blodclng Panels and Squash Blocks) are not designed by this sottware. Products manufadlJred at Weyemaeuser facilities are third-party certlffed to sustainable forestry standards, W~euser Engineered Lumber Products ha\11! been evaluated by ICC-ES ooder evaluation reports ESR-1153 ;,nd ESR-1387 and/or tested In accordance with applicable ASTM standards. For cum!flt code evaluation reports, Weyerhaeuser product literature and lnstallatlon details refer to www.weyert,aeuser.com/wooc:voductS/ document-library. The product appllcatlon, input desi111 loads, dimensions and support Information ha\11! been provided by ForteWEB Software Operator t'orteWEI Software Operator lob Notes Paul Christenson PCSO Engineering (760) 207-1885 paul.pcsd@gmal.c.om w,ycrhaeu,cr 6/11/2024 8:16:20 PM UTC ForteWEB v3.8, Engine: VS.4.1.22, Data: V8.1.6.2 File Name: Neves Page 1 / 1 ~ mJG'rn.ne:11J'O:II 'e!mt 25"!.fo :&J6reermJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 24-134 SHEET NO t OF -----CALCULATED BY PSC DATE 5/15/24 CHECK BY _____ DATE ___ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com S.O Lateral Design & Analysis Wind: P = A Kzt I psJo ;.., = 1.00 Kzt = 1.0 PSJO = 26.6 psf I = 1.0 P = 16.0 psf (/\S('E 7-lo. Equarion 28 5-1) (fi~ 285 1-1) !fig 2U) (6g 2~ 5-1} (table I 5-2 I Seismic: V = C5 W DL S5 = 0.982 F0 = 1.2 R = 6.50 V = 0.086 • Wt * p (ASCE 7-16. Eqn 12.8-2) S1 = 0.360 Fv= 0.0 I = 1.00 (p -Redundancy) Criteria 1st Story 2nd Story Each Story Resists > 35% Base Shear: not satisfied satisfied Wind Loads Any Shear Wall w/ (h/1)>1.0 is < 33% Story Force: P = 16.0 psfxTribArea Roof Level Direction: N I S = 16.0 psf X ------554 sq. ft. = 8842 lbs. 489 sq. ft. = 7804 lbs. Direction: E /W = 16.0 psf X ------ Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = 14.0 psf x 3 120 sq. ft.= 43680 lbs. 15.0 psf x 757 sq. ft. = I 1355 lbs. 8:0 psf x 652 sq. ft. = 5216 lbs. 6.0 psf x 2496 sq. ft. = 14976 lbs. ------Total Trib. WR = 75227 lbs. Total Seismic Dead Load: Wt = 75227 lbs. ASD Base Sheai-: V = 0.086 * p *W1 = 8443 lbs. satisfied not sat is fled p = 1 1 p = 1.3 (Use for Design) $',u/f;°,tn'.dn,.ro:n 'e/n, ~yo :&faeen.nJ 3529 Coastview Ct• Carlsbad, CA 92010 JOB 24-134 SHEET NO et OF CALCULA TED-B~vf--P-S_C_DAT_E_ .... 5_/1_5_/2_4_ CHECK BY DATE -----SCALE T~lephone (7-60)..207 • t.885 --Email: . .paul.p.csd@gmail . .com 5.1 Lateral Design & Analysis -1st Story Shear Walls N IS E/W Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type I 2.5 2.5 5.0 8 s A 11.0 11 8 s 2 1.0 1.0 . 8 B B 11.0 11 8 s 4 9.0 11. z.t.0 8 s C 7.0 7 8 B 5 lU 11.5 8 s D --8 B 0.0 ~ F 2.7 3.0 2.5 8.17 8 s 0.0 F48E 0 # /0! 0.0 F~ E 0 # /0! 0.0 F E 0 # _,;01 0.0 F /SE 0 #Jl!';,JO! 0.0 • F~ 1,SE · 0 #Dlf/0! • I ~ $1,u/f;,tr/,A,n,l'Oh dn, ~!l'o JOB 24-134 SHEET NO 1 cJ OF :£rfaeermJ CALCULATED BY PSC DATE 5/15/24 ~kti1 CHECK BY DATE 3529 Coastview Ct -Carlsbad, CA 9201 0 SCALE ,.,.M/~~~ Telephone (760} 207-1885 -Email: pau~.pC6d@gmaitcom 5.1 Lateral Design & Analvsis (cont.) Gridline CD 4 % ( 8842 X 0.04 = 354 #) 354 lbs. plf I( l~(r ll'<f's & V = 5 ft. 71 OTF 566 lbs. HDU2 Gridline G 4 % ( 8842 X 0.04 354 #) 354 lbs 11 V C ft. 354 plf OTF 1829 lbs. VS!..f\i Ii..-& LfG \'l.-\'1 J Gridline Q:) 30 % ( 8842 X 0.30 2653 #) L= 2653 lbs & 2.\ ft. \ib plf OTF \!II" lbs. HDU2 Gridline Q 8 % ( 8842 X 0.08 707 #) 707 lbs. ~ V = 11.5 ft. 62 plf OTF = 492 lbs. µ\) ~C) 11-;o, l,.UT•Z.){ \\.t.)1 ... \\.t ji, ~oo'" 1 \-\OF'-<O 'f:fl> ?~f:'Arwt:eh.l'On ';In, cZh,-o JOB 24-134 SHEET NO ~ OF bfaeermJ CALCULATED BY C DATE 5/15/24 ) ,[(2;····• CHECK BY DATE . :· J. :--:'I Q{.,., •,xl,, .. r, £~t,1:~ 3529 Coastview Ct-Carlsbad, CA 92010 SCALE f'M<lc./.riJu".,..:i,."/N<j• .,:elephone (160) 207,1-885 -.Email: paul pcsd@gmail.com z:.., ....... .., 5.1 Lateral Design & Analysis (cont.) Gridline ~ 10 % ( 8443 X 0.10 = 844 #) 844 lbs. & V = I 1 ft. 77 plf OTF = 614 lbs. '\\f''L\l,l.(j~ .. (.2.n14 \\I /'u 'i.1'1~) V\01' \~l~o f\O \J/J Gridline © 12 % ( 8443 X 0.12 1013 #) 1013 lbs. & V = 11 ft. 92 plf OTF 736.8 lbs. ,-10 ~, n,, "~'\ ~w-.. 2.st,.~o Gridline ~ 25 % ( 8443 X 0.25 2111 #) ·2111 lbs. & V "" 7 ft. 302 plf OTF 2412 lbs. HDU2 Gridline G) 31 % 8443 X 0.31 = 2617 #) L 2617 lbs. ~ 5,D ft. S°'2,'?. plf OTF "\ \ t1 lbs. HDU4 Gridline ~ 5 % ( 8443 X 0.05 -422 #) 422 lbs. & V = 8.17 ft. 52 plf< (l-i<f t3rr OTF 413 lbs. HDU2 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com SIMPSON _Sti-ong-Tie Job Name: Neves Wall Name: Grid Line 2 Application: Standard Wall on Concrete Design Criteria: • 2021 International Bldg Code • Seismic R=6.5 • 2500 psi concrete • ASD Design Shear = 354 lbs • Nominal wall height = 8 ft Selected Strong-Wall® Panel Solution: i End Total Axial Actual .. l I Model Type w H T I (In)_ _ . _(in) (in) ~---' - l WSWH12x8 Wood 12 . 93.25 3.5 Actual Shear & Drift Distribution: Actual Allowable Model I Shear Shear (lbs) (lbs} WSWH12x8 354 ~ 1030 OK . .. -· Notes: Sill Anchor ---- N/A _,l Actual I : Actual Allow ' Drift Shear (in) .... ' 0.34 0.14 ,.,__., -·---·~ Anchor Bolts 2 -1· Drift Limit (in) 0.42 Load ugIitt (lbsl _ (I _ s) ,. __ 500 4079Ib 1. Strong-Wall High-Strength Wood Shearwalls have been evaluated to the 2021 IBC/IRC. See www.strongtie.com for additional design and installation information. 2. Anchor templates are recommended for proper anchor bolt placement, and are required in some jurisdictions. 3. The applied vertical load shall be a concentric point load or a uniformly distributed load not exceeding the allowable vertical load. Alternatively, the load may be applied anywhere along the width of the panel if imposed by a continuous bearing vertical load transfer element such as a rimboard or beam. For eccentric axial loads applied directly to the panel, the allowable vertical load shall be divided by two. 4. Panels may be trimmed to a minimum height of 74½". Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate-product-code reportsat www.strongtie..com-0r-contact SimpS-On-Strong-Tie-C-Ompany IAc...at 1-800-999-5099. l i Page 1 of 4 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: Neves Wall Name: Grid Line 2 Application: Standard Wall on Concrete Design Criteria: • Slab on grade -Slab edge • 2021 International Bldg Code • Seismic R=6.5 • 2500 psi concrete Anchor Solution Details: Slab-on-Grade Installation 6½' + H ~e ,- WSWH-AB- -Shear reinforcement per detail when required ~-21;~.:, . •, ".: . .. "'. s· min. /--n w--;--n w- ~----·· --·-•---· w ---· .. ---· Slab-on-Grade Section View ' • 4 .. . . . .. . . Perspective View t I I SIMPSON Strong-Tie . . _______ I -------,--~~-,____ t t I I I I I I I I I I I I I I '-------- 1,.-½W 'n.W I ! w ½W I , ------1--------·--' _t ---B~½W-"'i Footing Plan Anchor Solution Assuming Cracked Concrete Design: Anchor Solution Assuming Uncracked Concrete Design: Model ' W I de • B t I Anchor Bolt ' Strength f WSWH12x8 33 I 1 ~ ·-• 8.1-25: WSWH-A~ -St~~~ard -I j Model w de WSWH1 2x8 28 10 1 B Anchor Bolt Strength I 'i' -. -! 8.125 WSWH-AB Standard i ... --·-_j Page 2 of 4 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Posilas Blvd., Pleasanton, CA 94588. www.strongtie.com SIMPSON Strong-Tie ----------··-- WSWH·AB ;3 n,kpin gf1(1180 rtbar (min.) fttkJ tit and s,c;utt during concrtit p&aoement. 0wflap writs wtl~ boll spaclng. WSIIIH·AB 131ie filldllt,rldsecvre during cooaett plactmtnl. 9fadcSO 11bar (min.I Hairpin Shear Reinforcement Tia Shear Reinforcement WSVM-.AB IWClR t3 l\a1r1>10 ('3 t11 alntlliu). -· SH table IOI reqt,lftd qUlnthy. ""-11/»' spacir.g Hairpin Installation . . .. . . , .,,. I. f3ar'oge oorb shown. ol/!81' lool;,g l),p6s ,,,,,.,) Shear Anchorage Solutions ~-.. -· -· ~ L,•L• -Cnl lillNnr.uwturill --ilft.) ---..... .......... .,.. _,.,. -(lol -(>,,) WS'Mf12 101/, (1)13f,e 6 S..N<U7 6 --· -1,080 no WS'Mi18 15 (2) #J hallJll!lS'•' !; (1) u ~••pin lfarrpln re11lorce1110n! ad\.,.,.. ma,dmum ·-r!hcn, load of 1ll8 WSY,!i2◄ 19 (2) t3 hatpu>S' (2) '31WJj,.;' 6 svong-war- 1. She.!if WlCl'Or8QO dcm'J111 contorm toACI 318-~4 Q\ap'6f 11mN:J316-11 ano ~itt ma,rll(.rr, 2.500 P6I concfl(a, 2. si--,snot_ .. ec11cr,,N1odo1.,_en ~(pMJI hMOlod ow,,y~om edgo ol """"'8le( orb<acodwa1.,.,... ,q,11ca1.,,.,. 3. ScSelni)rdca100 _,,,. 00!iQl>..,ooc,r, c """'-" F. ~=-.,-., rv.o-lamlfv""""'"9S" rocc,,,.,.uoo whclandmlQG °""""' s..m.:-,_ """°"""""" dOOIQnsconforrnloJ\Cl318•14, OOOlon 17.23.5.31.-.dJ\0318·11 ooct,onOJ.35. •· Whd-_,.-jc(JtovleatogoryAwidB"'° d•t:>cl-.odl>'lll· 8'0 IWO-f,_Tiy ~ h SOC C. !>. Aad,uc:r,e/ b0S ffla)' be req..-ed a: ~~c, stomd ~ bok:JwO'IC"'IOr' Mt'licrco-.ent pa,~-e. lk:c(f/t3 """"'1 for~•~tH8 ~-~ .,,r,,,;,t,3!1Ct>Or/a=<f, 7.U&e(l)<llielo<-12whenp,,,eidos\l'l_m:o_tat>.Aoledl!n<J,orage--lh<,•klo<J. 8. No.• g,odc 40 :-J',oJ """°""""""' m.:>J bo 11.t><!Mod lo< '//SJ,..,_,"""°' """""oOG ..,.,..,,,._ g_ COnc>v(eedg,> Cllatanoe foranch:),o must co,rc,ty wllh AC1318·1• '8Clion 17 .7 2 and ACl 3,s-11 Gection O 8.2. 10. The "°""11'8' mey ,poci!y .. _. ,._ -•· STRONG-WALL" WSWH SHEAR ANCHORAGE SCHEDULE AND DETAILS Page 4 of 4 ~ uu/f;°rn.rte.11.l'C.11 'ef l'lll ~'!f" £~een'.IIJ 3529 Coastview Ct -Carlsbad, CA 92010 Tetephorre (760) 207-1885 -Email: p-aul.pcsd@gmait:com 6.0 FOUND A TlON DESIGN 6.1 CONTrNUOUS FOOTING w = 11 25 plf width =~ plf 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) USE 12 "WIDE CONTIN. FTG WI 1 -# 4 TOP ANO BOTTOM & EMBED. 12 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POrNT LOAD ON FOOTING JOB 24-134 SHEET NO ti' OF ----CALCULATED BY PSC DATE 5/15/24 CHECKBY ____ DATE __ _ SCALE ASBP = 1500 psf P.11 = 1500 * ~ * ~ 12 12 P011 = 4500 lbs I , .I