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2018 AVENUE OF THE TREES; ; CBR2023-4184; Permit
Building Permit Finaled Residential Permit Print Date: 03/25/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2018 AVENUE OF THE TREES, CARLSBAD, CA 92008-1104 BLDG-Residential Work Class: Alteration 1562800900 Track #: $87,785.72 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Permit No: Status: (cityof Carlsbad CBR2023-4184 Closed -Finaled Applied: 09/06/2023 Issued: 02/23/2024 Fina led Close Out: 03/25/2025 Final Inspection: 11/15/2024 INSPECTOR: Kersch, Tim Description: BATSON: INTERIOR REMODEL, FIREPLACE CHIMNEY DEMOLITION, NEW LIVING ROOM WINDOW Applicant: TRE ARCHITECTURE ALLAN TETA 300 CARLSBAD VILLAGE DR, # 108A-336 CARLSBAD, CA 92008-2990 FEE BUILDING PLAN CHECK REMODEL-RESIDENTIAL -OTHER Property Owner: BATSON FAMILY 3022 VISTA GRANDE FAIRFIELD, CA 94534-1744 SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $1,582.86 Total Payments To Date: $1,582.86 Balance Due: AMOUNT $617.48 $949.97 $4.00 $11.41 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Plan Check l B'ft_Zf)2.g' -t../ I~~ Est. Value~ rg1, 1 XS 1'2- PC Deposit f' ~ 11 · 4 8' Date °1, fo ·ZOZ 3 Job Address 2018 AVENUE OF THE TREES, CARLSBAD, CA 92008 Unit:. _____ APN: 156-280-09 CT/Pro1·ect #: Lot#: Year Built: 1975 ·----------------------------------- BRIEF DESCRIPTION OF WORK: FIREPLACE CHIMNEY DEMOLITION, NEW LIVING ROOM WINDOW, INTERIOR REMODEL □ New SF : Living SF,. _____ 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? ___ _ 0 Remodel: 1,523 SF of affected area Is the area a conversion or change of use? 0 YO N 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? REPLACE FURNACE AND WATER HEATER □ Solar: ___ KW,. ___ Modules, Mounted:0Roof QGround, Tilt: 0 YON, RMA: 0 YON, Battery:OYO N, Panel Upgrade: Ov ON Electric Meter number: ___________ _ Other: APPLICANT (PRIMARY CONTACT) Name: ALLAN TETA Address: 300 CARLSBAD VILLAGE DRIVE City: CARLSBAD State:_c_A __ .Zip: 92008 Phone: 760-268-9090 Email: ALLAN@TREARCH.COM DESIGN PROFESSIONAL Name: TRE ARCHITECTURE Address: 300 CARLSBAD VILLAGE DRIVE City: CARLSBAD Phone: 760-268-9090 Email: ALLAN@TREARCH,COM State:._c_A __ Zip:92008 PROPERTY OWNER Name: LESLIE AND JACK BATSON Address: 2018 AVENUE OF THE TREES City: CARLSBAD State:_c_A __ .Zip: 92008 Phone: ____________________ _ Email: ____________________ _ CONTRACTOR OF RECORD , t1 Business Name: ~"" o,·e~ 0 Bu:/or,·,,.,J Address: 2 '3 17 fl~IJ-fl} k!1if City: CXt;,ilJJid "-State: cA Zip: q 7.. lJ.Jb Phone: 7bo -8'/b-b ~ / (:, Email: -.!''11 J. 1tffob<./ 1J-~'i 0 3 /1,-,..'(,'l ·c ()A--, _,, r7' R Architect State License: C-5148 ------------CSLB License#: q73 qy 2. Class:._J."------- Carlsbad Business License# (Required):. _______ _ APPLICANT CERT/FICA T/ON: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating ta building construction, NAME (PRINT): ALLAN TETA SIGNf-LLAN TETA DATE: 08/24/2023 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: lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in fut I force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): ~ave and will maintain a certificate of consent to self-insure for workers' compensation work which this permit is issued. Policy No. 0 -OR- O I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: ______________________ _ Policy No. ____________________________ Expiration Date: ________________ _ -OR- O 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 city1s 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 ti e of their ruction, unless otherwise noted. -OR- (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- O 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-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, 0 FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the followin3 Web site: http:! /www.le3info.ca.3ov/ca/aw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site 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): SIGN: DATE: --------------------------Note: If the erson si nin above is an authorized a ent for the ro ert owner include form B-62 si ned b ro ert owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04/22 {_ 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. DEMOLISH EXISTING CHIMNEY. NEW WINDOW. INTERIOR RENOVATION Scope of Construction Project (or Description of Work): ___________________ _ 2018 AVENUE OF THE TREES Project Location or Address: ____________________________ _ ALLAN TETA -TRE ARCHITECTURE 760-268-9090 Name of Authorized Agent: Tel No. ________ _ 2110 S COAST HWY, SUITE M Address of Authorized Agent: ____________________________ _ OCEANSIDE, CA 92054 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Leslie N Batson 08/24/2023 Property Owner's Signature: ____________________ Date: ______ _ PERMIT INSPECTION HISTORY for (CBR2023-4184) Permit Type: BLDG-Residential Work Class: Alteration Status: Closed -Finaled Application Date: 09/06/2023 Owner: TRUST BATSON FAMILY Issue Date: 02/23/2024 Subdivision: CARLSBAD TCT#72-11 Expiration Date: 03/17/2025 Address: 2018 AVENUE OF THE TREES CARLSBAD, CA 92008-1104 IVR Number: 51809 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Tuesday, March 25, 2025 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Status Passed Yes Yes Yes Yes Yes Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2023-4184) Permit Type: BLDG-Residential Application Date: 09/06/2023 Owner: TRUST BATSON FAMILY Work Class: Alteration Issue Date: 02/23/2024 Subdivision: CARLSBAD TCT#72-11 Status: Closed -Finaled Expiration Date: 03/17/2025 Address: 2018 AVENUE OF THE TREES IVR Number: 51809 CARLSBAD, CA 92008-1104 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 04/01/2024 04/01/2024 BLDG-17 Interior 243862-2024 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 243973-2024 Partial Pass Tim Kersch Re inspection 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? 04/09/2024 04/09/2024 BLDG-15 Roof/ReRoof 244549-2024 Passed Tim Kersch Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/16/2024 04/16/2024 BLDG-71 Set Ups 245209-2024 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/27/2024 08/27/2024 BLDG-23 259140-2024 Passed Tim Kersch Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No 09/16/2024 09/16/2024 BLDG-33 Service 261040-2024 Passed Tim Kersch Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/15/2024 11/15/2024 BLDG-Final Inspection 268089-2024 Passed Tim Kersch Complete Tuesday, March 25, 2025 Page 2 of 3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-4184) Permit Type: BLDG-Residential Application Date: 09/06/2023 Ow ner: TRUST BATSON FAMILY Work Class: Alteration Issue Date: 02/23/2024 Subd ivision: CARLSBAD TCT#72-11 Status: Closed -Finaled Expiration Date: 03/17/2025 Address: 2018 AVENUE OF THE TREES IVR Number: 51809 CARLSBAD, CA 92008-1104 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 03/05/2024 03/05/2024 BLDG-11 241164-2024 Passed Tim Kersch Complete Foundatlon/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-21 241165-2024 Partial Pass Tim Kersch Re inspection Incomplete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 241212-2024 Partial Pass Tim Kersch Re inspection 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? 03/26/2024 03/26/2024 BLDG-24 Rough/Topout 243258-2024 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-34 Rough 243257-2024 Passed Tim Kersch Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/27/2024 03/27/2024 BLDG-16 Insulation 243451-2024 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Tuesday, March 25, 2025 Page 1 of 3 October 20. 2023 Re: Review #1 Batson Residence 2018 Avenue of the Trees Carlsbad. CA Project Number: CBR2023-4184 Planning Review AROIITECTURAL COMMENTS: Al. Stamp has been induded. A2.. HERS list has been added to title sheet. A3. a) Mezzanine has been chanced to "'loft" b) i/ii -guard detail notes have been added to plan. Ill -detall has been added to structural detalls. c) i -Keynote has been updated ii-keynote for garage gypsum has been added. cl) Door has been changed toy -41' e) i -both notes have been added to plans. ii -water closet dimensions have been added to plans f) i/ii -handrail code notes have been added to plans ARCHITECTURE -■■T, 1911- iii)-strucbr.11 detail of 200 pculd load mmpliant ha11drail has been added. g) keynotes have been adjusted. M. U factor and SHGC have been added to window schedules AS. a) New roof tile number has been provided. b) fire rated dassification has been added to keynote. c) attic vents shown. Attic vent dimensions shown in venting calcs. d) water closet has been removed A6. a) smoke alarms have been adjusted b) smoke alarm has been added to loft. c) notes have all been added to electrical sheet d) location has been adjusted. e) location adjusted. 300 CARLSBAD VILLAGE DRIVE SUITE 108A 336 CARLSBAD CA 92008 OfACE 7(:IJ 268 9090 FAX 7(:IJ 268 9167 WWWJREARO-tCOM MECHANICAL COMMENTS: Ml. Note has been added to plan. M2. Notes and fixtures added to plan. El£CTRICAI. COMMENTS: El. UBC has been removed. PLUMBING COMMENTS: Pl. Note provided P2. Note provided P3. Note 10 has been revised. P4. Note has been added for gas ines to tallldess water heals. ARCHITECTURE -18T, t■l7- PS. The water heater Is tankless and mounted on the wall at proper height per code. Vehicle barrier not required. GREEN BUILDING COMMENTS: G1/G2. Not applicable, valuation under $60,000. ENERGY COMPLIANCE COMMENTS: Tl. a) note has been added. b) vacancy sensors have been added c) occupancy sensors have been added. d) notes have been added to electrical plans. g) legend has been changed to 2022, h) dm ratings have been adjusted for gas. T2. Notes have been added STRUCTURAL COMMENTS 300 CARLSBAD VILLAGE DRIVE SUITE 1 OBA-336 CARLSBAD CA 92008 OFFICE 7 60 268 9090 FAX 760 268 9167 WWWJREAR0-1..COM CBR2023-4184 2018 AVENUE OF THE TREES BATSON: INTERIOR REMODEL, FIREPLACE CHIMNEY DEMOLITION, NEW LIVING ROOM WINDOW 1562800900 12/13/2023 December 5, 2023 CBR2023-4184 Re: Review #1 Batson Residence 2018 Avenue of the Trees Carlsbad, CA Project Number: CBR2023-4184 Planning Review ARCHITECTURAL COMMENTS: "non sprinklered" was previously noted under "c:onstruc:tion type" on title sheet. Al. Stamp has been added. A3. F) Handrail detail has been added along with notes on load and code requirements. G) Keynotes have been adjusted. AS. ESR Not expired -has been updated along with roofing keynote. 1900 Valid Through: 01/31/2026 A6. A smoke alarm has been added to the loft. Naming has also been changed from mezzanine to loft. ELECTRICAL COMMENTS: El. UBC has been removed. PLUMBING COMMENTS: P4. new"• dedicated gas line added. See floorplan. No gas appliances. PC2-note has been changed to read -water heater.· 300 CARLSBAD VILLAGE DRIVE SUITE 108A-336 CARLSBAD CA 92008 OfflCE 7 (:IJ 268 9090 FAX 7(:IJ 268 9167 WWW.TREAROl COM > 1--0 GREEN BUILDING COMMENTS: Gl. Cap checklist has been included 62. Calgreen cheddist has been filled out. ENERGY COMPLIANCE COMMENTS: Tl. Dimming controls have been added to interior light fixtures. PC2. Garage has been added to the note. STRUCTURAL COMMENTS S1. Footing note has been removed from sheet. S2. See detail 9/SD1 53. Note has been added to plans. S4. (N) 2x6 RR@24" O.C. (span 3 30'') to IN-FILL @ old fireplace, ok by inspection. SS. See revised detail. 300 CARLSBAD VILLAGE DRIVE SUITE l 08A 336 CARLSBAD CA 92008 OFACE 7 60 268 9090 FAX 760 268 9167 WWW.TREAROlCOM PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph : 760-207-1885 Structural Design Calculations Residential Remodel Client Leslie & Jack Batson Project Batson Residence 2018 Avenue of the Trees Carlsbad, CA 92008 Paul . RCE C57182, exp. 12/31/23 August22,2023 Rev. 9-27-23 PCSD File #: 23-356 PA-JAi l.!•hri>te.-nsttn 5 1'.H P U ,rt1 Z:."lf-i.»u.ri,,.,'f • Paul Christenson San Diego Engineering 3529 CoasMew Ct -Cartsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 1.0 Design C1iletia: Batson Residence 23-356 Code: 2022 California Building Code-ASCE 7-16 Timber: Douglas Fir-Larch (DF-l), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: OF-L #2 • • Posts & Beams: OF-L #1 • " 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 OS8 {U.N.0.) Engineered Framing Wood I-Joists: TJl 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 LVL,PSL Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: f c = 2500 psi Grade Beams: f c = 3000 psi Concrete Block: Grade N-1 per ASTM C90-95, fm = 1500 psi per ASTM E447-92 'I Mortar. Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi @ 28 days. Grout Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. fm = 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, ChannelsASTM A36, Fy = 36 ksi Tube Shapes: ASTM ASOO, Grade 8, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Eledrodes: 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.) 3529 Coastview Ct -Car1sbad. CA 92010 Telephone (760) 207-1885 -Email: pauL 2.0WADLIST .2.1 Roof (Vaulted) Roofing 15/32" Sbotbing Rooffrmning 5/8" Gyp. Bd. Insulation and Misc. IDL = I.u.= Total Load= 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. Io..= I.u. = Total Load= 2.3 Ceiling Ceiling Joisls 5/8" Gyp. Bd. Insulation and Misc. Io.,= I.u. = Total Load= 2.4 Walls Es:terior wan 7/8" Stucco 15/32" Sbeadring 2x4 Studs@ 16" o.c. 5/r Gypsum Bel Misc. I,DL = 8.0 psf 1.5 psf 2.8 psf 2.8 psf 1.9 psf 17.0 psf 20.0 psf 37.0 psf 8.0 psf 1.5 psf 2.8 psf 1.7 psf 14.0 psf 20.0 psf 34.0 psf 13psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf 1.1 psf 2.8 psf 0.6 psf 15.0 psf JOB SHEET NO 23-356 _.::;')..;;__ __ OF ______ _ CALCULATED BY PSC DATE 8122123 CHECK BY DATE SCALE .com llderior wan 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 4.6 psf I.I psf 23 psf 8.0 psf --- 3529 Coastview Ct· Cartsbad, CA 92010 Telephone (760) 207-1885 • Emait: Z.O WAD LIST (CONTIN) 2.5 Floor FloorCovec Shealhing 2xFJ. 518" Gyp. Bd. Insulation and Misc. ~= ~= Total Load- s.s psf 23psf 3.S psf 2.8 psf 0.9 psf 15.0 psf 40.0 psf (tiO.0 psf • Decks) ss.o psf JOB 23-356 SHEET NO ", OF --------CALCULATED BY PSC DATE 8Q2/23 CHECK BY DATE ---SCALE .com WIND PARAMETERS 2.6W'md Basic W'md Speed = 110 mph Exposure Cat= B Ps = AKzrM>s3o (ASCE 7-16 • f.qilllDa 21..S-I) P = 26.6 psf P = 16.0 psf (•0.6-ASD) Z.7 Seism.ic sMS = F.s. ~= 123 Sos = (2/3) SMS Sos = 0.82 Cs=~ (R/I) Cs = 0.126 USE: V=C.WDL V= 0.126 WDL ASD BASE SHEAR V -C.Wor. ASD 1.4 (11.4.5) A= 1.00 (fig. 2U.1-PsJo= 26.6 psf Kzt = 1.00 (fig. 26.8-1) l = 1.0 lJSGS APPLICA TIQN Ss= 1.025 F.= 1.20 R = 6.5 b,,= 15.00 Occupancy Category: Site Chm: s,= 0373 F,,= 0.00 I = 1.00 2 D SEISMIC DESIGN CATF.GORY S1 <0.1, (ll.6ASCE7-l6) (11.4.2 ASCE 7-16) (fig. 285--1) (table J.S-2) T.=C.•(b,.)°-"= 0.152 Ts=Sm/Sos-0 It = 1.0 ~n. 12.8--1 Not OI Ta<0.5 Seismic Design Category: D ' 8121/23; 12:23 PM U.S. Seismic Design Maps USGS web services-dcMrl for some period c:A lime and as a restAt lhis tool wasn't opeu11io1ial, re5lAling in tin--xemw. USGS web semces are 11011r ope1a1io11al so tis tool should wort as e,qiedled.. OSHPD lfttl Batson 2018 Avenue of the Trees, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1696233, -117.3330573 Kingdom Haltof , . Ridgecr~ q Map data 02023 -~=!/~~~ :_ ~-!•:~: Wlt~~e~ ----_____ .... __ ! Dalle : DNlgn Code...,___ DocuiW1t ,Rhkeatlgelry i Sllea.. s.. ,TJPe ! soc Fa • Fv f PGA :F t PGA PGAu TL . SsRT l SsUH s.o , S1RT • S1UH • S1O Value 1.025 0.373 1.23 null -See Section 11.4.8 0.82 rd -&le Section 11.4.8 V'alll9 null-Sae Section 11.4.8 1.2 ... -SeeSedion 11.4.8 0.449 1.2 0..539 8 1.025 1.141 1.5 0.373 0.411 0..6 https-J/www.seismlcmaps.org 8121/2023, 12:23:26 PM ASCE7-16 II D-~ (Sea Section 11..4.3) Desc:11ptlon M~ IJOUl1d motion. (for 0.2 second period) ow.., .... ~ 1J1U111 molon. (for 1.0. period) SillH1audliedspedlai ....... alia,, vallll Sita-modified spaclral acceleration value Nwnerlcaeilmc design Y8UI at 0.2 NCOl1d SA Nmleric ■eilllrNCdelligil valJeat 1.09Klllld SA Seismic design category SIi, ......... fadorat0.2 w:ond Silt: .......... faclor at 1.0 w:ond MCEc; peaklJ'IUlll a.c.elei...., Site ampllflcation factor at PGA SIB modified peak s,'IUld ........... , Long-period hnlilian paiod in ---- Pl'Obabilll6c ristc-targe(ed i,otmd motion. (0.2 second) Factored uniform.hazard (2% probabilty of exceedance In 50 years) spedral acceleration Fadarad deleminifltic a.c.eleialiou vaue. (0.2 second) ~.•w: I r rilll-fag+ad c,mnt llillliDn. (1.o second) FadDrad .a•1...twzad (2% pcAlillJiily J.-eda,ce in 50 yeas) 1P11Cb1 ......,aliou . Fadarad .S...11illislc a e +++alb, -.talue.. (1.0 w:.ol.:I) 1/3 ta FORTE WEB. m MEMll6R REPORT Roof Framing, (RIH) Hdr 8m 1 piecle(s) 4 X 12 DF No.2 OveraN Leng!!\: 11" , 11" PASSED Al locations are meand from die cuside fllCI! d left 5UIJPl)lt (or left canlilewl' end). Al dimensions are hortzl0rol. .. , ..... , , .... • ,-;·; ., .... , ........ •• ----'~.· ·-· Menarlladfon(lls) noeor 1656(3.50") Shear th\ 1818 0 l' 2 3/4" 5"16 Momen: (R-115) 6304 0 5' 9 1/2" 7614 I.hie load Ddl. (in) 0.114 0 5' 9 1/2" 0.563 Tolal Load Deft. ('111} 0.216 0 5' 9 1/2" 0.750 • DelecliDl\atlffll: U.(1./.HO) ind ll(l/180). •M-i-mesna1odml11e..---11r111e ... --,tac1Dr . • ~Gllmllllan5-a-I (Ill ND&. , •C .. .. ' T .. ,i' --~ ...... ,. ~ .. ~ -~ ~--r , ... ' .,. .. , .. , 1 • QluMI • llf 3.511' 3..50" 1.511' 2-Cdlam-DF 3.511" 3.511" 1.511" ...... .. • ..... ,, 91 5 ~ Passed(JO'II,) -1.0 O + 1.0 tr lAI Spans) Pas5ed(3l'II,.) 1.25 t.0 D + 1.0 Lr CAI Spans) Passed (83'11>) 1.25 1.0 D + 1.0 Lr (Al Spans) Passed (l/999+) -t.o O + 1.0 Lr (Al Spans) Passed (l/625} -1.0 D + 1.0 Lr (All Spans) . ............. ) •· ..... ...,u. ...... .. ' ,. ' UJIJ2 1216 23118 lll0dq um 1216 23111 au.,g ,· ~:Aoaf Mmarlp:Dlq, .... ..... Ule,___.. llulldlng Code : IBC 2021 O!IIJIIINell •+Dr "9> ..,._..Nltl:WU • llottdng Pands are MQ.-ned to cany no loads ai)lllled clredlr ~ lllem and Ille flJI load is ai)lllled ID the rnembl!!r being do!lgned. fdge(w) 11'7"* 0 -Sflf~(Plf) Oto 11' r 1-Ullba{PSF) OIDU'T(fta'lt) .., .. 17.0 211.0 DdlullOld W; I ---... 111eM,gdlSp,ulutls .. belnmna,gewlll~pn,,btdeigllatlatanl~d!!ll!,l1111U5. -----~cllclllllsa,dlls"....-S -to the scl\>ee. Used INS S0ftwae Is net lnt9lded to crcumvent the n-s ror • design pro(eslonal as determined t,y the authority hllv1ng Ju_,, The designer d record, builder or~ Is l'l!ll)llnlllll ID_ ... 111isalr:dillllllll lscm..-.,lllll llle.-al p,oj!d. "'-115(lllnl llmnl, lllx»IO Pands and SIJa5'I !ladis) .-e nald151911111 IJralls--. f'nxlllbmaAdwal.A ..,...,_Qcals_fid-11911JciertlledlDSllllllliNIIIII._.,--..._ Wqel --~ l.ulllll9-Pnlllds ._.,._.a,a-,IIJ D:-6 .................. """"5ESll--1153adE511--llll7 r,d/or leml In acmdlrlc!wlll IIJl)lc:able ASTM slandlrds. Formffllt axle~~.~ inwct literillln ill1d lnstallallm dl!lals refl!r to --~~- lllepnn,tt ......... d!!ll!,lloals,dlllllanand q,part...,_ ,__ p,ooldl!d.,, lal!WEIISallw.-e(lpl!lalDr 8/'l1fJJ'J13 5:53:19 l'M UTC FotteWEB v.3.6, Engine: V8.3.1.5, Data: V8.1.4.1 RleName:Balsorl Page 1 / 1 3529 Coaatview Ct -Car1sbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w= 1125 plf width= 1125 plf 1500 psf 0.75 ft(MIN.) => 9 INCHES(MIN.) ( E) 12 "WIDE OONTIN. FfG W/ ii.com I -# 4 TOP AND BOTTOM & EMBED. 12 • INfO UNDISllJRBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING JOB SHEET NO 23-356 L OF_t' __ CALCULATED BY PSC DATE 8/nll.3 CIECK BY ____ DATE __ _ SCALE ASBP= 1500 p.,f P • = 1500 • J! • 36 12 12 P111 = 4500 lbs 1 I PCSO Enafneerlng Corp 3529 Coastvlew Court Car1sbad, CA 92010 Ph: 760-207-1885 I , ~U~iAi,\;;. 0 6A.Si.! • ... : - Job#: 23-356 Page: 6 . of Date: __ ~~. ~27~-2:;;:3::,._ __ _ Engineer: ______ _ S: 2.00"1.tz.••1 o,.'\?>4,.l < o.'(I, \1 klf._to -i .I .;~14:a.,. ;z O 1 < 0-'12. i.J<i~Li;... -~~ ·r-= KJJ ~ i.o D.& '11''ai I l>bo" Z.c Z.~,... ~ 1/&•'11.4a>'4u T.Au.f ios":si1, ,,w-:: ,~.,.-c January 11, 2024 Re: Review #1 Batson Residence 2018 Avenue of the Trees Carlsbad, CA Project Number: CBR2023-4184 Planning Review GREEN BUILDING COMMENTS: Gl. Please see revised B-50 form attached, and on Title sheet A0.1 STRUCTURAL COMMENTS Sl. Please see loft framing on framing plan sheet S2.0 300 CARLSBAD VILLAGE DRIVE SUITE 108A-336 CARLSBAD CA 92008 OFFICE 7 60 268 9090 FAX 760 268 9167 WWW .TREARCH.COM PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 0 "q" ON >-0)0 UJ ON z o-~ 0000 Cl)Q N~ w UJ ~ co~ Lt) w 0 o ~ 0::: :s 0 t-Cl. z UJ -we:::~ :I: u:: ~ -0 t-..J 0 ~c::: "'111:t u. 0 (.9 oo 0 ass ~wc:::::::i ~ :::, ls ~ M Zcr~ N ww _ 0 >i~ ~<zE 00 0 --' m .,..(/)o f-~ (.) 0 <C w N ai o oq- 00 'II"'"" ,. M N 0 N ~ co (.) Structural Design Calculations Residential Remodel Client Leslie & Jack Batson Project Batson Residence 2018 Avenue of the Trees Carlsbad, CA 92008 - ~ on RCE C571 82, exp. 12/31 /23 August22,2023 Rev. 1-4-24 PCSD File #: 23-356 I ' 1 f'p.t,t[ C,~rj.,t~.,,_,,,.,,_ 5 .,.,,. .D~t1 z::.,,_, ... = .... ....., -·- Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Batson Residence 23-356 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 " " Posts & Beams: DF-L #1 " 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.0 .) Engineered Framing Wood /-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 B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, 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.) JOB 23-356 SHEET NO 1,. OF ? ,ru/f;",truun.ron 'ef lUI 2)/'!f" bJVflHJTVIJ --~-,-,--CALCULATED BY PSC DATE 8/22/23 CHECKBY _____ 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. };.DL = I LL = Total Load = 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceilin2 Ceiling Joists !.DL = kLL = Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls };.DL = ILL = Total Load = Exterior Wall 7 /8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 8.0 psf 1.5 psf 2.8 psf 2.8 psf 1.9 psf 17.0 psf 20.0 psf 37.0 psf 8.0 psf 1.5 psf 2.8 psf 1.7 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 I6.0 psf 9.0 psf 1.5 psf I .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. 4.6 psf 1.1 psf 2.3 psf 8.0 psf 8/21/23, 12:23 PM U .S. Seismic Design Maps USGS web services were down for some period of time and as a result this tool wasn'l operational, resulting in timeout error. a ..... -. Batson USGS web services are now operational so this tool should work as expected. OSHPD 1>NJ 2018 Avenue of the Trees, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1696233, -117 .3330573 ·Date ft Green Lotus T Organic Farm Design Code Reference Document Risk Category i Site Class Type Value Ss 1.025 , S1 0.373 SMs 1.23 SM1 null -See Section 11.4.8 Sos 0.82 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 0.449 FPGA 1.2 PGAM 0.539 TL 8 SsRT 1.025 , SsUH 1.141 SsD 1.5 , S1RT 0.373 'S1UH 0.411 1 S1D 0.6 https://www.seismicmaps.org ft.ln:San Diego T :Ho_me Search Kingdom Hall of · Jehovah's Witnesses ' Description 8/21/2023, 12:23:26 PM 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 al 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) RidgecrtlS'. "'o ;, Map data ©2023 1/3 t?5 ,u/f;,t'rz:nenJ'On 'ef mr 2lz'tffo hJVIDen.11J 3529 Coastview Ct -Carlsbad, CA 92010 JOB 23-356 SHEET NO ~ OF _ ___;;____ -----CALCULATED BY PSC DATE 8/22/23 CHECK BY DATE ----SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmall.com 2.0 LOAD LIST (CONTIN) 2.5 Floor Floor Cover Sheathing 2x F.J. 5/8" Gyp. Bd. Tnsulation and Misc. IoL = I LL= 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 = AKzt•f*Ps30 (ASCE 7-16 -Equation 28.5-1) P = 26.6 psf P = 16.0 psf (*0.6 -ASD) 2.7 Seismic SMs = 1.23 Sos = (2/3) SMs Sos = 0.82 Sos Cs= (R/f) Cs = 0.126 USE: V= 0.126 WoL ASD BASE SHEAR (1 1.4.5) A = 1.00 (fig. 28.5.1-Ps30 = 26.6 psf Kzt = 1.00 (fig. 26.8-1) I = 1.0 USGS APPLICATION s.= 1.025 S1 = 0.373 f 9= 1.20 f v= 0.00 R = 6.5 I = 1.00 h0 = 15.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY S1 <o.1s S1 > o.o4 Ss > o.15 (11.6 ASCE 7-16) (11.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T3 =C,*(h0)°-75 = 0.152 Ts = S0 i/Sos= 0 k = 1.0 ;qn . 12.8-l Not 0 1 Ta<0.5 Seismic Design Category: D ~FORTE WEB' + 0 MEMBER REPORT Roof Framing, (RB-1) Hdr Bm 1 plece(s) 4 x 12 OF No.2 Overall lengih: 11' 7" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ---~•,:;,~;','J,f:;i;' '?t' ~:.t~~;.f' k\,'l~.;,Jl,'. • ~t<.:::•2_:t:f'lt~t~., i_i.Di,,/ ~':', ,_,, .. ,~&~it_'-i;~::;;:,. Member Reaction (lbs) 2308@2" 7656 (3.so·> Passed (30%) .. 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 1818 @ 1' 2 3/4" 5906 Passed (31%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 6304 @ 5' 9 1/2" 7614 Passed (83%) 1.25 1.0 D + 1.0 Lr (AU Spans) Live Load Defl. (In) 0.114 @ 5' 9 1/2" 0.563 Passed (l./999+) --1.0 D + 1.0 Lr (All Spans) Total Load Detl. (in) 0.216 @ 5' 9 1/2" 0.750 Passed (l./625) --1.0 D + 1.0 Lr (All Spans) • Oellectlon crtterla: LL (l./2'40) and Tl (l/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • Applbble calailattons are baS@d 011 NDS. 109i 1216 2308 Blocking 2 -Column -DF 3.50" 3.50" 1.50' 1092 I 216 2308 Blocidng • Blocidng 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) II' 7" 0/C Bottom Edge (Lu) II' 7' 0/C •Maximum allowable bracing Intervals baS@d 011 applied load. PASSED 0 System : Roof Member Type : Drop Beam Buildi"I) Use : Residential Building Code : !BC 2021 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser wa1111nts that the slzl"I) or Its products will be In ~ with Weyerhaeuser product design o1terla and published design values. Weyemaeuser expressly disclaims any other warranties related to the sottware. use of this software Is not Intended to circumvent the need for a design professlOnal as determined by the authortty MVlng Jurisdiction, The designer or rero<d, bullcler or f"5mer Is responsible to assure that this calculation is compatible with the overall pnJject. Accessories (Rim Board, Blocking Panels and Squash Bloclcs) are not designed by this software. Products manufactured at Weye11aeuser facilities are third-party certtfied to sustainable forestry standards. Weyerhaeuser Englneernd Lumber Products have been evaluated by ICC-ES under evaluatlon reports ESR-1153 and ESR· 1387 and/or tested in accordance with applicable ASTM standards. For current rode evaluat1011 reports, Weyertiaeuser product literature and Installation details refer to www.weyemaeuser.oom/woodproducts,/ClOCument-nbrary. Toe product applleallon, Input des!Qn loads, dlmensl011s and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes Paul Chrtstensoo PCSO Engineenng (760) 207-1885 paul.pcsd@gmall.com Weyerhaeuser 8/24/2023 5:53:19 PM UTC ForteWEB v3.6, Engine: VS.3.1.5, Data: VS.1.4.1 File Name: Batson Page 1 / 1 ~FORTEWEB . MEMBER REPORT Roof Framing, (RB-2) Hdr Bm 1 piece(s) 4 x 8 DF No.2 Overall Length 4' 3" P.ASSED ~,Ac, + + 0 __ ..:;_:.:.;;.:....;.:=.;;;.:_.;;.;.,;:;.::;.;;;.;.;::=~;__;;,,._;_a:.::::;~~_;;;,,:;,.::,.:;;:.::..;:;~;:::.:.;_;_.;.__....:,;;~~--0 3· s·· ill All locations are measured from the outside face of.left support (or left cantilever end). All dimensions are horizontal. Deslan Results Actual C L~tlon Allowed Member Reaction (lbs) 1547@ 4' 1" 7656 (3.50") Shear (lbs) 1528 @ 3' 4 1/4" 3045 . Moment (Ft-lbs) 2668@ 2' 4" 2989 Live Load Defl. (in) 0.024 @ 2' 1 3/4" 0.196 Total Load Defl. (In) 0.033 @ 2' 1 3/4" 0.261 • 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. Bearing Length Supports •. .. Total Available Required 1 -Column • OF 3.50" 3.50" 1.50" 2 • Column • OF 3.50" 3.50" 1.50" Result LDF Load: ComblRi!ltlon (Pattern) Passed (20%) --1.0 D + 1.0 L (All Spans) Passed (50%) 1.00 1.0 D + 1.0 L (All Spans) Passed (89%) 1.00 1.0 D + 1.0 L (Alf Spans) Passed (l/999+) .. 1.0 D + 1.0 L (All Spans) Passed (l/999+) -1.0 D + 1.0 L (All Spans) Loads to supports (lbs) Dead Floor Live Roof live Factored ~c:essories 371 938 17 1308 Blocking 448 1099 42 1547 Blocking '· System : Roof Member Type : Drop Beam Building Use : Residential Building Code : !BC 2021 Design Methodology : ASO Member Pitch : 0/12 • Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Lateral Bracing Bracing Inten,als .. Comments ... . '•' Top Edge (Lu) 4• 3' o/c Bottom Edge (Lu) 4' 3" o/c •Maximum allowable bracing Intervals based on applied load. Dead Floor Live Roof Live Vertical Loads Location (Side) Tributary Width (0.90) (1,00) (non-snow: 1.25) Comments 0 • Self Weight (PLF) o to 4' 3' N/A 6.4 -.. I • Uniform {PLF) 0 to 2• 4• (Front) N/A 15.0 -40.0 Default Load 2 • Uniform (PLF) 2· 4" to 4' 3' (Front) N/A 15.0 20.0 Default Load 3 • Point {lb) 2' 4' (Front) N/A 728 1943 20 Default Load Weverhaeuser Notes Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser produa design critena 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 autholity having Jurisdiction. The designer of record, builder or framer Is responSible to assure that this calculation Is compaHble wlth the overall project. Accessortes {Rim Board, Blod<Jng Panejs and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certifted to su~talnable 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 literabJre and installation details refer to www.weyerhaeuser.com/woodproducts,ldocument·llbrary. The product application, Input design loads, dimensions and support lnformaHon have been provided by ForteWEB Software Operator ·f' .•. ForteWEB Software Operator Job Notes Paul Christenson PCSO Engineering (760) 207-1885 paul.pcsd@gmall.com Weyerhaeuser 1/5/2024 12:14:40 AM UTC ForteWEB v3.6, Engine: VS.3.1.5, Data: VS.1.4.1 File Name: Batson Page 1 / 1 ? ,u/f;,tn',ten.rcn ';f 471 2f1'!f" bJ'neermJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w = 1125 plf width = ~ plf 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) ( E) 12 "WIDE CONTIN. FTG WI l -# 4 TOP AND BOTTOM & EMBED. 12 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING JOB 23-356 _..,r..L __ OF (' PSC DATE 8/22/23 SHEET NO CALCULATED BY CHECK BY SCALE ____ DATE __ _ ASBP = 1500 psf pall = 1500 * _!3_ * 12._ _L 12 12 j Pall= 4500 lbs WU-! I I PCSO Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 I ~ GUfl-~ililALb. o 6ASi.! ·.' ,: .. Job#: 23-356 Page: 6 . of Date: -. 9~_-;,?.'._7-...::2;.::.3 ___ _ ~~"~~------- S : u,o, "'°i,2. ,1, o._'\ '!> ~ l 4' o. 'f' \'t ki.c .. to --iiii ...L .;_~-\ ~ O~'t~ 1 < 0,'12. i<l<t~~; • ; , °" I 'lz. •~.,_ 5~. ~n. f~T· t.!'f 6 " .. ·r~ K/J ~ :1-0 0-'12".,. lbbo" '" 2..,-•· tJ~C.. 'l/& .. </>LAt.s>C ~u -f Au..f ~a.s":,./1 e I '7,o" ~ 11,t,_6"'✓-< ( City of Carlsbad DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 442-339-2750 www.carlsbadca.gov I'm applying for: D Grading Permit Kl Building Permit D Right-of-way permit D Other Project Name:_Batson Residence_Project ID: ____ DWG #/CB# Address:_2018 avenue of the trees, Carlsbad, CA 92008_AP _156-280-09 __ DisturbedArea: Section 1: Determination of Project's SWPPP Tier Level (Check aoolicable criteria and circle the corresponding SWPPP Tier Level, then go to section 2) Exempt -No Threat Project Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the following .. perm_its .. are_exempt_from .. SWPPP .. requi_rements: ........... . : ► Electrical : ► Patio ' ► Mobile Home : ► Plumbing i ► Spa (Factory-Made) • ~·································· ··················f····························· ............... • ....... ··············································t····· ........................................................................................................................ .. I .. ~ ..... ~ir.~ .. ~~_r_i_~~ler,_ ... 1 .. ~ .... -~~-~-~~~-i_c~I L~ .. -~~~-~.?.?.~~-~-..... I ~ .. ~i~-~ ............. I .. ~ .. ~?.?.~~~.?.~n..t~.?. .. ~.?l~r,-~_r,r_~~ ... , Tier 3-Significant Threat Assessment Criteria -(See Construction General Permit (CGP) Section 1.8)* D My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, D My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface or, D My Project is associated with construction activity related to residential, commercial, or industrial development on lands currently used for agriculture; or D My project is associated with construction activity associated with Linear Underground/overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. D Other per CGP Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: D Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, D Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through Apr. 30). Tier 1-Low Threat Assessment Criteria D My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: • results in some soil disturbance; and/or • includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpilinq) SWPPP Tier Level Exempt Tier 3 Tier 2 Tier 1 * Items listed are excerpt from CGP. CGP governs criteria for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 Rev. 04/22 SWPPP Section 2: Determination of Project's Construction Threat Level Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction Level the corresponding Construction Threat Level, then complete the Threat Level signature block below) Exempt -Not Applicable -Exempt Tier 3 -High Construction Threat Assessment Criteria: M:x: Project meets one or more of the following: □ Project site is 50 acres or more and grading will occur during the rainy season □ Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High □ Soil at site is moderately to highly erosive (defined as having a predominance of soils Tier3 with USDA-NRCS Erosion factors kf greater than or equal to 0.4) □ Site slope is 5 to 1 or steeper □ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30). □ Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 -High Construction Threat Assessment Criteria: M:x: Project meets one or more of the following: □ Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA □ Soil at site is moderately to highly erosive (defined as having a predominance of soils High with USDA-NRCS Erosion factors k1 greater than or equal to 0.4) Tier 2 □ Site slope is 5 to 1 or steeper □ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1-Apr. 30). □ Owner/contractor received a Storm Water Notice of Violation within past two years □ Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium □ My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 -Medium Construction Threat Assessment Criteria: M:x: Project meets one or more of the following: □ Owner/contractor received a Storm Water Notice of Violation within past two years Medium □ Site results in 500 sq. ft. or more of soil disturbance Tier 1 □ Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1-April 30) Tier 1 -Low Construction Threat Assessment Criteria Low Qg My project does not meet Tier 1 Medium Threat Assessment Criteria listed above I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. Owner/Owner's Authorized Agent Name: Title: City Concurrence: Yes No ALLAN TETAfTRE ARCHITECTURf ARCHITECT/APPLICANT (For City Use Only) Owner/Owner's Authorized Agent Signature: Date: By: rlil/!Jt 7&7rr 08/25/2023 Date: Project ID: E-32 Page 2 of 2 Rev. 04/22 Ccityof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carfsbadca.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 induded with 1he building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document. NOTE: The folkJwirlg type of pennils are not required to fil out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The B-50 checklist was originally devek>ped several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consult.ant is enoouaged to assist in filling out this doaanenL 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 1he checklist is deemed to be not applicable to a project. or is less than the minimum required by ordinance, check NIA and provide an explanation or code section describing the exception. The project plans must show all details as stated in 1he applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections . .... ~, ----,----------,,-----,, -ANllt aim. .... ,, ''"' Project NamelBuidilg PenritNo.: BATSON RESIDENCE BPNo.: Dale: 12/12/23 Property AdcRss/APN: 2018 AVENUE OF THE TREES/156-280-09 Applicant Name/Co.: ALLAN TET A Applicanthttess: 300 CARLSBAD VILLAGE DR. CARLSBAD, CA 92008 CcnactPIDle: 760-268-9090 CcnactEmai: ALLAN@TREARCH.COM Contact information of person completing this checklist (if different than above): Name: Contact Phone: Con'8JY name/address: Contact Ema~: B-50 Page 1 of7 Revised 12/22 • Use the table below to detennine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet For purposes of determining valuation, the alllOll1t should be upon either 1he adual contract price for 1he wor1c to be permitted or shal be detemW1ed with 1he use of 1he ament "ICC Buidilg Valuation Data" as ptjJistled by 1he lntemalional Code Comc:i, whichever rs~ (refer ID Sedioo 18.04.035 cl the CUC). Building PennitValuation (BPV) $ breakdown_8_7..:.., 7_8_5_. 7_2 ______ _ I 0-;' I ... 11 i)Residailili □ New c:anstrudion I 2A*,3A*,4A* I "lrdJdes detached, newly oonstructed ADU l!!!!I Additions and ••is: □ BPV < $60,000 NIA All residential additions and alterations Iii BPV 2: $60,000 1A,4A 1-2 family dwelilgs and townhouses with attached garages D fJedrical servioo panel upgrade criJ criy. "IUi-famiy IIMAigs only where ilteriorfinishes are D BPV 2: $200,000 1A.4N removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are ~ ~ulli-family dwellilgs only where ~1,000,000 BPV AND BPV 2: $1,000,000 affedilg 2:7511. exislilg locx" area □ NaFeM+ ... dll h: I I hall.It D New construction 18, 28, 3B, 48 and 5 □ Alll:laliolas: □ BPV 2: $200,000 or additions 2: 18, 5 1,000 square feet □ BPV 2: $1,000,000 18,28, 5 Buiding alterations of 2: 75% exislilg gross floor .rea 2: 2,000 sq. ft. new roof addlion 28,5 18 also apples if BPV 2: $200,000 Instructions: 1. Choose first between residential or OOfHesidential based on 1he type of project being subnitted. 2. Next chose between new construction or additionlaltera for residential or non-residential. 3. The ook.lms to lie rvJt clyoll'selection wil detelmiie wlidl sedilis d1he CN' pruy1a11 are31!1tcaHeto )Ql'"pqec:l 4. Appropriate details must be included on 1he pf ans for selections made. EXAMPLE: Scope of work includes a new, 2 story, single t.mly residential slrudure. The selections would be: Residential and New construction in 1he table above. For a 2-story slruclure, CM' sections 2A, 3A and 4A would be applicable. (Saa PV, waler healilg, EV chaging) The* irdcaes that new detached ADlTs cae n:luded. EXAMPLE: Scope of work includes a tenant improvement o.e., alterations) valued at over one nillion dolals. The selections would be: Non-residential and Alteration BPV 2: $1,000,000. CM' sedions 18, 28 aid 5 wood be appicatE to ttis prqecl (Energy efficiency, Saa PV aid T1aesportalio11 Demand Management (TOM)") It may be necessary to supplement the completed checklist with supporting materials, calrulations or certifications, to demonstrate full compliance with CAP ordmna! requiements. For exanple, projects that propose or reqlire a performance approach ID coq>ly with energy-related measures will need to attach to tlis cheddisl separate calculations and domnentation as specified by 1he ormmces. 3 Checlldlal ..... Qmhs -·-blllls. aplail ..... , ................. cnl plUllide 9"JIRl9calcl.Mcl-cnl damnnalian 16 ,. .,. 1. Energy Effldency Please refer to Section 18.30.060 cl the Carlsbad ~ Code (CMC) aid Section 1502 cl the CEC b more i'lfonnaliolL Appropiate details and notes must be placed on the plans according to selections chosen in the design. A. Iii Residential addition or alb!ration ~ $60,• building pennit valuation. Details of selection chosen below must be placed on the plans refefflicing CIIC 18.30.060. □ NIA ________ _ □ Exception: Home energy score ~7 (attach certification) Year Bult Single-family Recpremenls llulHamily Requmnenls 1!1 Beb'e 1978 Select one option: D Duct sealina ~ Altic insulation □Coolroof D Atticinsulation D 1978and later Select one option: o•~ -□Water,_.;__ D Between1978 -1991 Select me option: D Duct searma D Attic insulation D Cool roof □ 1002 and later Select one option: D l.iQhti1q D Water-heatm B. 0 New Nonresidential construction (Including additions over 1,000sf), new hotel/motel construction AND alterations~ $200,• builclng permit valuation. See Section 18.21.050 of the CIIC and CALGreen Appendix AS. N. leastme meame iun eact-, c44•:aHe tudi1g m.-ient required. 0 NIA _______ _ AS.203.1.1 Choose one: D Outdoor lighting D Restaurant service water heating (Section 140.5 cl the CEC) D Warehouse dock seal doors D ~ 00591 PAFs D Exhaust a heal rec:overy AS.203.1.2.1 Choose one: D .95 Energy budget (Prqedswilh indocl"f911ilg ORmedaica) D .!II Energy lulgel ~•mu~NI> ntedali:J) AS.211.1** □ C»siterall!Wctieaegy: A5211.r D Green power: (I med by local dily puviler, 50% nrill.m renewalE SlllteS) AS.212. 1 D Elevators and escalcms:(Prqecl wlh nue Ital ooe elevala Cl' hlo escaam) AS.213.1 D Sleelflalwig: (Pmvidedetilsoopansbqan.1-4-dlosen) • High-rise residential buildings are 4 or more stories. 0 NIA --------- 0 NIA _______ _ □ NIA 0 N/A 0 NIA □ NIA. ________ _ -F<J' ~ $1,000,000BPV and affedilg> 75%existilg !1055 floor area, OR alterations that add 2,000 square feet of new roof addition: oomply with Section 18.030.040 of the CMC (section 28 below) ilstead. 4 A. □ Residential new cons1ruction. Refer to Section 150.1(c)14 of 1he CEC for single-family requirements and Section 170.2(d) of 1he CEC for mullHanly requin!ments. I pra;ect iilCludes imt 4:r'II of an electric heat pump waler heater pursuant to CAP section 3 below (residential water heating), Increase system size by .3kWdc H PV offset option is selected. Floor Pia'! ID (use adliliolra a=A orSARA #d.u. Calculated kWdc* Exception sheets if necessay) □ □ □ □ T olal System Size: kWdc kWdc = (CFAx.572)/ 1,000 + (1.15 x#d.u.) "Fomda cakDaliln where CFA =-mdiiital .. area, Ml= rumer <i d•lings per-type If proposed system size is less than calculated size, please explain. B. □ Nonresidential, hotellmolel and m. U uiy addilimas. aleraliolis aid R!p■'S of these projects i!:$1,-.000 BPV AND afflec&lg ~75% esisti11g tlaor--, OR addition 1llill incri! a I e I raof au by .!2.• squae feet. Please refer to Section 18.30.040 and 18.30.070 of the CMC when completing this section. Choose one of the following methods: (Gross floor area or Time-Dependent Valuation method) 0 Gross Aoor Area (GFA)llelhod GFA: Min.System Size: __ kWd □ If< 1 0,000s.f. Enter: 5 kWdc D lf2! 10,000s.f caculate· 15 kWdcx (GFN10,000)- **Round building size factor to nearest tenth, and round system size to nearest whole number. D Tune-Dependent Valuation llethod C. 0 AnnualIDVEnergyuse:--______ x .80= Min.system size: _____ kWdc ***Attach calculation documentation using modeling software approved by the califomia Energy Commission. •A11 newly constructed non residential, hotel/motel and hlghrtse multtfamMy buildings that are required by CEC secllon 140.10(a) to have a PV system shall also have a battery storage system mee&ig CEC sedion 140.10(b). Nm residential, holelmlOlel and ndifanly addiliolas. aleraliolisorn,pas 11at mgger solaru m the Carlsbad Chae Adion Plll'lwl NOT n,qmebalelysmge. BalerysuageisraJndwhen qgered byCECsecb 140.10(a) anlb'170.2(gi 5 3. Water Healing A. Residential. Refer to Section 18.30.050 of the CMC and Sedions 150.1{c)8 or 170.2(d) of the CEC when completing this section. Provide complete details on the plans. Residential new construction and alterations: D Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving individual unils,, choose one system: D Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery 0ow-rise residential only) D Single 240-volt heat pump water heater AND PV system .3 kWdc larger than requied. D Heat pump water heater meeting NEEA Advanced Water Hea1i1g Specification Tier 3 or~- □ Solar water healilg system that is eilher .60 solar SMagS iaclion or 40 s.f. solar mlectlls l!!!I Gas or propane system wilh a solar water heai'1g system and reciaJalion system. For systems serving multiple units, choose one system: D Heat pump water heating system .tti recirrulation loop tank and electric badwp. D Solar waler heali1g system that is eite: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recover OR: D Sysb!m meets performance compliance requnmenls of section 150.1(d) or 170.2(d) and deriving al least 60% of energy from OMile solar m n!aMll!d energy. D Exception:. ________________________________ _ B. NcPaidet!tial .nl t .... ,del new conslrudian. This-=tian also allllllies lD...,.,aidaM Reier to Sedimts 18 030 020 and 18..MI a of the CIIC and Sectims 148.5 and 170.2 oftheCEC when counplmlg this section. Provide complete details on the plans. 1. Non-residential: D Requ.-ed: Water heali1g system derives at least 40% d ils energy from one of the folowwlg: □PhokMJll:aics D Required: High-capacity service water heating system 2. Water heating system is (choose one): □ Heat pump water healer D Eleclric ieSSilite waer heaer(s) D Solar water heating system with .40 solar savings fraction 3. Hotel/motel: D Recovered energy D Recpred: ~servire waerhealilg syslem (meetilg Sedim 170.2(d) dlle CEC) D Required; Located in garage or conditioned space Exception: 6 4. Electric Vehicle Claglrng A liJ ResJdenlial -New construction and major alterations.* This section also a,,plies to hot.eUmotel pmJec:ts. Refer to Section 1&21.030 of the CIIC and Section 4.106.A of the GBSC when comple&lg this section. Choose one: l!!!I One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed) D New detached ADU. (no EV space required when no additional parki1g facilities are added) D New me .nt 11M>-tmy 1esilellllial ~and kMnhouse with atlached private page. D OneEVReadypamgspacereqmat D EJa!4Jlion:. _______ _ 0 Ne,.rclld ~allermislo nuti-family and hotelhnotel projects: 0 Exception: ______________ _ T~PClblg $palEs Proposed EVSESpaces 2 *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, alterations have a building permit vakJalioo ~$ 60,IXX> or include an eledrical service panel uj'.93de. (2) for l1Ulmiy dwelmgs (flee unisor nuewihuallached garages1 aleaiclis have a bitilg penmvabiliori ~$200,000,irEriorfrishesare removedandsignificantsiteworkandupgradestostructuralandmechauical,electrical,and/orphnnbingsystemsareproposed. B. D Non-Residential -New construction D Exception : ___________ _ Please refer to Section 18.21.040 d the CMC when completing this section Tolal Pamg Spaces Prooosed EV Capable J EVCS (Installed with EVSE) J EV Ready (optional) I EV Space (optional) I I I Calrulation: Ref~ to the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number rt required EVCS (lnst!led with EV5E) □ 0-9 1 1 a 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 0 76-100 17 5 [] 101-150 25 6 0 151-200 35 9 a 201 andc:Ner 20 percent cl tolal 25 percent of Required EV Spaces Ca1cuations: TolalEV Capablespaces= .20xT olal p;m1g spaces popmed (Rllllded~toneaest whole ruNJer) EVSE Installed = Total EVSE Spaces x .25 (rounded up to nearest whole number) EVSEothermaybe "EV Ready" or "EV 5pace• i 7 An appuved Trnportaion Denald Managemem (TOM) Plan is requml for al nomsiten1ia1 prqects 1hal meet a 1hn!shold rl ~ ADT. City staff wl use the table below based on YIU swnitted plans to determine whether yot.-permit reqmes a TOM plan. If TOM is applicable to your pemit, staff will conlacttheappicalltodevelopa site-specific TDM pm based oothe pennitdetails. Acknowledgment Employee ADT Estimation for Various Commercial Uses Use Office (all)2 Restaurant Retaib Industrial Manufacturing Warehousing EmpADTfor first 1,000 s.f. 20 11 8 4 4 4 EmpADTI 1000 s.f.1 13 11 4.5 3.5 3 1 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1(1hEdition 2 For all office uses, use SANOAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supennarket, gyms, pharmacy, etc. Othercommercial uses may be subject m special consideration sample calcylations; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = .C09 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge tta the plans SlDllitted may be Slmject to the City c:I c..tsbad's Transportation Demand Management Oninance. I ~ to be anacted slmd mypennitmquirea TOM plan and understand that an approved TOM plan isa condition of permit issuance. Applicant Signature: ALLAN TET A Name: ALLAN TET A Date: 12/12/2023 Phone No.: 760-268-9090 8 { City of Carlsbad CUMATE ACTION Pl.AN (CAP) COMPUANCE CAP Building Plan Template B-55 Development Services Building Division 1635 Faraday Avenue 760-QJ2-2719 www.carlsbadca.gov The following summarizes project compliance with the applicable Oimate Action Plan ordinances of the Cartsbad Municipal Code and California Green Building Standards Code (CALGreen), current ve,-sion. The foMowing ttltificatf! shall &e induded on the puns f« all l,uidjng pemvts that are required 1D mmply with the CAP measures: 1. ENERGY EFFICIENCY APPLICABLE: □YES [I] NO Complies with CMC 18.30.060 or 18.21.050 Oves ON/A ExistingSlructure, yearbuit: -----r--, Prepared Energy Audit? Qes 0No Energy Score: _____ _ Efficiency Measures induded in scope: 2. PHOTOVOLTAICSYffiMAPPUCABLE: DYES (ENO Complies with CMC section 18.30.040 and 2022 California Energy Code section 150.l(c)14 □ Yes ~A Size of PV system (kWdc): Sizing PV by load calculations If by Load Calculations: D Yes [l]No Total calallated electrical load: 80%ofload: Exception Requested Exception Approved Bveso,.;- Yes ONo 3. AI..TERNATlVEWATERHEATINGSYSTEMAPPUCABI..E: □'YES li)NO 4. Complies with CMC sections 18.30.D20 18.20.030 and/or 18.30.050? Alternative Source: □ Electric □ Passive Solar Exception Requested Exception AppnM!d ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: Oves 0N/A Oves DNo oves □No DYES □NO Complies with CMC section 18.21.030? Panel Upg,ade? Oves ON/A li) Yes □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 E]No r.)No 5. TRAFFIC DEMAND MANAGEMENT APPUCA8lE: □YES0NO OvesONo ovesoNo Compliant? TOM Report on file with city?