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2765 WILSON ST; ; CBR2023-3011; Permit
Building Permit Finaled Residential Permit Print Date: 03/17/2025 Job Address: 2765 WILSON ST, Permit Type: BLDG-Residential CARLSBAD, CA 92008-1530 Work Class: Parcel #: 1561423600 Va luation: $20,000.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Description: NEW COVERED PATIO Applicant: BA WORTHING INC ALENA BLASIO 3864 WESTHAVEN DR CARLSBAD, CA 92008-2754 (760) 533-8380 FEE BUILDING PLAN CHECK PATIO -FRAME WITH COVER & WALLS SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION TIER 1 -Medium BLDG SWPPP PLAN REVIEW TIER 1 -Medium Track#: Lot#: Project#: Plan#: Construct ion Type: Orig. Plan Check #: Plan Check #: Patio Total Fees: $1,339.30 Total Payments To Date: $1,339.30 Permit No: Status: {cityof Carlsbad CBR2023-3011 Closed -Finaled Applied: 06/13/2023 Issued: 08/22/2023 Finaled Close Out: 03/17/2025 Final Inspection: 03/06/2024 INSPECTOR: Alvarado, Tony Renfro, Chris Contractor: BA WORTHING INC 5145 AVENIDA ENCINAS, # STE I CARLSBAD, CA 92008-4322 (760) 729-3965 Balance Due: AMOUNT $384.80 $592.00 $1.00 $0.50 $292.00 $69.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad M unicipal 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 [f>~202,3-301 I Job Address2765 Wilson Street, Carlsbad, CA 92008 Est. Value PC Deposit $3J4 -SQ Date LPf 13/ 23 Unit: APN: 156-142-36-00 ·----- CT /Project #:. __________________ Lot #:. ____ Year Built: _________ _ BRIEF DESCRIPTION OF WORK: New covered patio _____ ....;.._ ________________________ _ El New SF : Living SF, ____ Deck SF, ___ Patio SF, 438 Garage SF __ _ Is this to create an Accessory Dwelling Unit? Q Y G N New Fireplace? O ve N, if yes how many? ___ _ D Remodel: _____ SF of affected area Is the area a conversion or change of use? O YO N 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ 0 Solar: ___ KW,. ___ Modules, Mounted:0RoofQGround, Tilt: 0Y0 N, RMA:()Y ON, Battery:OYO> N, Panel Upgrade: Ov ON Electric Meter number: ------------0th er: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name:Alena Brooks Blasio Name: Lynn and Kristi Thompson Address:5145 Avenida Encinas, Suite I Address: 2765 Wilson Street City:Carlsbad State:CA Zip:._9_2_00_8 ___ City: Carlsbad State: CA Zip: 92008 Phone:(760) 729-3965 Phone: (760) 672-0747 Email:admin@thisisbawinc.com DESIGN PROFESSIONAL Name: Alena Brooks Blasio Address:5145Avenida Encinas, Suite I City: Carlsbad State: CA Zip:_9_20_0_8 __ _ Phone: (760) 729-3965 Email: admin@thisisbawinc.com Architect State License: __________ _ Email: ____ c;...r_ls_b_dt_h_o_m...;@:.....;ic;...lo_u_d_.c_o_m _______ _ CONTRACTOR OF RECORD Business Name: B.A. Worthing Inc Address:5145 Avenida Encinas, Suite I City: Carlsbad State: CA Zip:_9_20_0_8 ____ _ Phone: (760) 729-3965 Email: admin@thisisbawinc.com CSLB License #: 398764 Class: B ------- Carlsbad Business license# (Required):BLNR549200 APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Alena Brooks Blasio SIGN: ~ DATE: 06/08/2023 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 inf ul l force and effect. I also aft irm under penal tyof per jury 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. Polley No .. _________________________________________ _ -OR- G:]1 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: _w_s_o ______________________ 1 Policy No. wsosos2s6so3 Expiration Date: _0_1,_01_12_0_24 ______________ 1 -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 propert',I 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.me.of-t!lgi struction, unless otherwise noted. NAME (PRINT): Alena Brooks Blasio SIGNATURE:-=::::::s~~-\,:=~:'.__....)_DATE:06/08/2023 Note: If the person signing above is an authorized agent for the contractor (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, 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- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted orat the following Web site: http:Ilwww.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site a:rading/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): Note: If the rson si nln above Is an authorized a ent for the ro ert owner Include form B-62 sl owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 PERMIT INSPECTION HISTORY for (CBR2023-3011) Permit Type: BLDG-Residential Application Date: 06/13/2023 Work Class: Patio Issue Date: 08/22/2023 Status: Scheduled Date Closed -Finaled Expiration Date: 06/19/2024 IVR Number: 49937 Actual Inspection Type Start Date Inspection No. Checklist Item Are inactives slopes properly stabilized? Are areas flatter than 3:1 covered or protected? Are sediment controls properly maintained? Are natural areas protected from erosion? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are stockpiles and spoils protected from runoff? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Are BMPs stockpiled for emergency deployment? COMMENTS Inspection Status Monday, March 17, 2025 Owner: CO-OWNERS LYNN AND KRISTI THOMPSON Subdivision: PARCEL MAP NO 12341 Address: 2765 WILSON ST CARLSBAD, CA 92008-1530 Primary Inspector Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 5 of 5 PERMIT INSPECTION HISTORY for (CBR2023-3011) Permit Ty pe: BLDG-Residential Application Date: 06/13/2023 Owner: CO-OWNERS LYNN AND KRISTI THOMPSON Work Class: Patio Issue Date: 08/22/2023 Subdivision: PARCEL MAP NO 12341 Status: Closed -Finaled Expiration Date: 06/19/2024 Address: 2765 WILSON ST IVR Number: 49937 CARLSBAD, CA 92008-1530 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed Are inactives slopes properly Yes stabilized? Are areas flatter than 3: 1 Yes covered or protected? Are sediment controls properly Yes maintained? Are natural areas protected Yes from erosion? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Have materials collected Yes around the storm drains? Has sediment accumulated on Yes impervious surfaces? Are dumpsters and trash Yes receptacles covered? Has trash/debris accumulated Yes throughout the site? Are stockpiles and spoils Yes protected from runoff? Are all storage areas clean Yes and maintained? Were spills/leaks observed Yes during the inspection? Were there any discharges Yes during the inspection? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? Are BMPs stockpiled for Yes emergency deployment? 12/22/2023 12/22/2023 BLDG-17 Interior 234635-2023 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/06/2024 03/06/2024 BLDG-Final Inspection 241271-2024 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-SW-Inspection 241466-2024 Partial Pass Tony Alvarado Reinspection Incomplete Monday, March 17, 2025 Page 4 of 5 PERMIT INSPECTION HISTORY for (CBR2023-3011) Permit Type: BLDG-Residential Application Date: 06/13/2023 Owner: CO-OWNERS LYNN AND KRISTI THOMPSON Work Class: Patio Issue Date: 08/22/2023 Subdivision: PARCEL MAP NO 12341 Status: Closed -Finaled Expiration Date: 06/19/2024 Address: 2765 WILSON ST IVR Number: 49937 CARLSBAD, CA 92008-1530 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status BLDG-SW-Inspection 234237-2023 Partial Pass Tony Alvarado Reinspection Incomplete Checklist Item COMMENTS Passed Are inactives slopes properly Yes stabilized? Are areas flatter than 3: 1 Yes covered or protected? Are sediment controls properly Yes maintained? Are natural areas protected Yes from erosion? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Have materials collected Yes around the storm drains? Has sediment accumulated on Yes impervious surfaces? Are dumpsters and trash Yes receptacles covered? Has trash/debris accumulated Yes throughout the site? Are stockpiles and spoils Yes protected from runoff? Are all storage areas clean Yes and maintained? Were spills/leaks observed Yes during the inspection? Were there any discharges Yes during the inspection? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? Are BMPs stockpiled for Yes emergency deployment? 12/20/2023 12/20/2023 BLDG-16 Insulation 234460-2023 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 234461-2023 Partial Pass Tony Alvarado Reinspection Incomplete Monday, March 17, 2025 Page 3 of 5 PERMIT INSPECTION HISTORY for (CBR2023-3011) Permit Type: BLDG-Residential Application Date: 06/13/2023 Owner: CO-OWNERS LYNN AND KRISTI THOMPSON Work Class: Patio Status: Closed -Finaled Issue Date: 08/22/2023 Expiration Date: 06/19/2024 IVR Number: 49937 Subdivision: PARCEL MAP NO 12341 Address: 2765 WILSON ST CARLSBAD, CA 92008-1530 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 12/19/2023 Checklist Item BLDG-Building Deficiency COMMENTS November 3, 2023 1. Concrete masonry block units (CMU) block wall/garden wall stepped foundation, footing steel reinforcement rebar - approved per structural engineer's plan. BLDG-SW-Inspection Checklist Item 229469-2023 COMMENTS Partial Pass Tony Alvarado Are inactives slopes properly stabilized? Are areas flatter than 3:1 covered or protected? Are sediment controls properly maintained? Are natural areas protected from erosion? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are stockpiles and spoils protected from runoff? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Are BMPs stockpiled for emergency deployment? 12/19/2023 BLDG-18 Exterior Lath/Drywall 234236-2023 Checklist Item COMMENTS BLDG-Building Deficiency Passed Tony Alvarado Monday, March 17, 2025 Passed Yes Relnspectlon Incomplete Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Complete Passed Yes Page 2 of 5 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-3011) Permit Type: BLDG-Residential Application Date: 06/13/2023 Owner: CO-OWNERS LYNN AND KRISTI THOMPSON Work Class: Patio Issue Date: 08/22/2023 Subdivision: PARCEL MAP NO 12341 Status: Closed -Finaled Expiration Date: 06/19/2024 Address: 2765 WILSON ST IVR Number: 49937 CARLSBAD, CA 92008-1530 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 10/02/2023 10/02/2023 BLDG-11 225710-2023 Passed Chris Renfro Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/10/2023 10/10/2023 BLDG-14 226489-2023 Passed Chris Renfro Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Raised foundation subfloor. OK to sheet Yes 10/11/2023 10/11/2023 BLDG-10 Tilt 226726-2023 Passed Chris Renfro Complete Panels/Floors Checklist Item COMMENTS Passed BLDG-Building Deficiency Subfloor deck nailing. Yes 10/16/2023 10/15/2023 BLDG-15 Roof/ReRoof 226947-2023 Passed Chris Renfro Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/19/2023 10/19/2023 BLDG-13 Shear 227613-2023 Passed Chris Renfro Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/27/2023 10/27/2023 BLDG-84 Rough 228580-2023 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Yes 11/03/2023 11/03/2023 BLDG-11 229366-2023 Passed Tony Alvarado Complete Foundation/Ftg/Piers (Rebar) Monday, March 17, 2025 Page 1 of 5 July 3,2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Patio Address: 2765 Wilson St Applicant Name: Alena Brooks Blasio Applicant Email: admin@thisisbawinc.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3 Occupant Load: NIA Type of Construction: V-B Sprinklers: No Stories: 1 Area of Work (sq. ft.): 438 sq. ft. The plans have been reviewed for coordination with the pennit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True Nortl1 COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Pennit No: CBR2023-301 l True North No.: 23-018-509 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. Drawings: One (I) copy dated June 20, 2023, by Brooks Design. Structural Calculations: One (1) copy dated June 20, 2023, by PCSD Engineering Corp. 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. We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or ifwe can be of further assistance. Sincerely, True North Compliance Services Review By: Amer Atassi -Plan Review Engineer True North Comp/lance Services, Inc. 15375 Barranca Pkwy, Suite A202, Irvine, CA 92618 T / 562. 733.8030 PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Structural Design Calculations Covered Patio Client Brooks Design Project Thompson Residence 2765 Wilson Street Carlsb Paul S. Chricto ...... .--... RCE C571 82, e CBR2023-3011 2765 WILSON ST NEW COVERED PATIO 1561423600 6/26/2023 June 2, ~ CBR2023-3011 Rev. 6-23-23 PCSD File #: 23-239 1Y Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Thompson Residence 23-239 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 (DF/DF) Grade 24F-V8 (DF/DF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OS8 (U.N.O.) Engineered Framing Wood I-Joists: TJ/ 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-t per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 \/ Mortar: Grout: 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.) JOB 23-239 ·/ SHEET NO 2. OF -----' ~ ,u/f;,trl.nehJ'0.11 ";J'"' .15,~o bpHFUff CALCULATED BY PSC DATE 6/2/23 ., ,C,'; lit'· .. ac:~i'.!$ ... \ . ·;. ~ .. ,,;;:G] 3529 Coastview Ct -Carlsbad, CA 92010 CHECK BY ____ DATE __ _ SCALE r~utewttJ< .... S4Kix.,, r...,.,.uri.., 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. IoL = I LL = Total Load= 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing RoofFraming Insulation and Misc. 2.3 Ceiling Ceiling Joists IoL = I LL= Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls I oL = ILL = Total Load= Exterior Wall 7 /8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 5.0 psf 1.5 psf 2.8 psf 2.8 psf 1.9 psf 14.0 psf 20.0 psf 34.0 psf 5.0 psf 1.5 psf 2.8 psf 1.7 psf I 1.0 psf 20.0 psf 31.0 psf l.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./'"{;,tnm,n,1vu1 efnt c.V~o SpeerutJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 23-239 SHEET NO 3 OF ----CALCULATED BY PSC DATE 6/2/23 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. 5/8" Gyp. Bd. Insulation and Misc. IoL = lu= 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 SMs = 1.237 Sos = (2/3) SMs Sos = 0.825 Sos Cs = (R/I) Cs = 0.127 USE: V= 0.127 WoL ASD BASE SHEAR VASo {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 TION S, = 1.031 S1 = 0.375 F.= 1.20 R = 6.5 h,, = 25.00 Occupancy Category: Site Class: Fv= 0.00 I = 1.00 2 D SEISMIC DESIGN CATEGORY S1 < o.75 Si> o.04 Ss>o.1, (l 1.6 ASCE 7-16) (I 1.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T • = C1 • (h,.)°75 = 0.224 Ts = S0 /S05 • 0 k = 1.0 Sqn. 12.8-l Not OI Ta<0.5 Seismic Design Category: D 6/1/23, 2:17 PM U.S. Seismic Design Maps Thompson Wilson St, Carlsbad, CA 92008, USA Latitude, Longitude: 33.171326, -117.337547 \>--t"" " ~ec,, ~o . G Sunset Villas' t"' Vacation Renfals . Las Florks Church f __ I . 1Date 1 Design Code Reference Document ' Risk Category Site Class Type : Ss : S1 SMs SM1 Value 1.031 0.375 1.238 null -See Section 11.4.8 0.825 null -See Section 11.4.8 ( ·-· ---·-· Type Value • SOC null -See Section 11.4.8 . F3 1.2 , Fv null-See Section 11.4.8 ! PGA 0.452 ' FPGA 1.2 ' '. PG~ 0.543 1 T 8 i L ! SsRT 1.031 ~ " ~o-Barret Computers Inc T t. De,crlptlon 6/1/2023, 2:17:37 PM ASCE7-16 II 0 -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) De1crlptlon MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numaric S8ismJc design value at 0.2 S8COlll! 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 MCE0 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) OSHPD '3~/ ClearPoint Window .Cleaning ~a'\ ft \'\OS9 T : SsUH 1.148 1 SsD 1.5 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministfc acceieration value. (0.2 second) S1RT 0.375 S1UH 0.413 S1D 0.6 PGAd 0.525 PGAuH 0.452 https://www.selsmlcmaps.org Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance In 60 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration 113 Gil FORTE WEB- • 0 12. 41 MEMBER REPORT Roof Framing, (RR-1) Rafters 1 plece(s) 2 x 6 DF No.2@ 16" OC Sloped Length: 12' 9 7/8 • PASSED L\\ • 0 gJ All locations are measured from t!1e outside race or left support (or left cantllever end). All dimensions are hortzontal. Member length : 12' 11 3/4" Svstem :Roor •• , --..~·~t:A~ ~:•r= ~. ' -. "~"';t:l,k ;:'4f;f~l~ -~~g.1.1'~~:.. f Member Reaction (lbs) 282@ 2 1/2" 3281 (3.50") Passed (9%) Shear {lbs) 248 @ 8 11/16" 1238 Passed (20%) Moment (Ft-lbs) 800@ 6' 1· 1060 Passed 05%) Live Load oerl. (In) 0.382@ 6' 1" 0.619 Passed (L/389) Total Load Defl. (In) 0.664@ 6' 1" 0.826 Passed (L/224) • Deflectlof1 crtterta: LL (L/2<!0) and Tl (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 repetttlve member usage. • Applcable calculations are based on NOS. 2 • Beveled Plate • OF 120 ,-"£ .... -··t ( -- 1.25 1.25 ·- -· .~ lo !'· ""., • "' i-"'·-----· b~-~~l:)t~ 1.0 0 + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All· Spans) 1.0 D + 1.0 Lr {All Spans) 1.0 0 + 1.0 Lr (All Spans) 1.0 0 + 1.0 Lr (All Spans) Member Type : Joist Building Use : Residential Building Code : !BC 2021 °"5ql MethodolO!IV : ASO Member Pitch : 4/12 Weyerhaeuser wanants that the slZ1ng of its products wtK be In accordance with Weyemaeuser product design ai1eria and pulijiShed design values. Weye,haeuser expressly disclaims any other wamintle related to the soltw•"'· Use of Iris software Is not Intended to circumvent the need ror a design professlonal "" determined by the authority having Jurtsdlction. The cleslgner ol ...:ord, bullde< or frame, Is responsible to ass,.,"' that this calcufatlon Is compaUble with the overall project. Accessor1es (Rim Board, Blocklng Panels and Squash Blocks) are not designed by tNs sottwaie. Products manufactured at W~ fildlltJes an, -third-party ,:erttfted to su$lalnable forestry standards. W~ser Englneem Lumber Pn:xlucts have been ~•lueted brt' ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or ti:sted In accordara with al)l)llc.able ASTM standards. For cun-ent code evaluation ,.,ports, Weve:t,aeuser product ffb!tatu,e and lnstallatlon details refer ID www.weyemaeuser.cx,m/woodp,oducts/docu-,lbra,y, The IJ'()duct application, Input design loads, dimensions and sUIJl)Ort lnfo<matlon have beel1 provided 171 ForteWEB Software Opera!Dr foneWfll Softw-Operator Job~ Paul Ovlstenson PCSO Engineering (760) 207-1885 A paul.pcsd@gmall.com Weyerhaeuser 6/6/2023 5:28:58 PM UTC ForteWEB v3.5, Engine: VB.2.5.1, Data: VB.1.3.6 File Name: Thompson Brooks Pagel/1 ~FORTEWEB' MEMBER REPORT Roof Framing, (RB-1) Hdr Bm 1 plece(s} 4 x 6 DF No.2 O...erall Length: 7' r PASSED 9 .. 0 All locations are measured from the outside face c:J left support (or left cantilever end). All dimensions are horfzontal. •, , -\,."£,,-,;~~ :;\':~Al:lllilf'a~,;N -~-. ~M:- Member Reaction (lbs) 815@ 2" 7656 (3.50") Shear (lbs) 654@9" 21388 Moment (Ft-lbs) 1412@ 3' 9 1/2" 2151 Live LOad Dell. (In) 0.096 @ 3' 9 1/2" 0.363 Total Load Den. (In) 0.172 @ 3' 9 1/2" 0.483 • Dellectioo critl!rla: Ll (l/2-IO) and TL (l/180), • Allowed moment does not reflect the adjustment for the bellm s1llbillty factor. • Apj)llcabie calculations are based on NOS. :~· ~}t~};~-; iiilllft~0 Passed (11%) -- Passed (23%) 1.25 Passed (66%) 1.25 Passed (L/906) -- Passed (L/ 506) -- ~-"'"' -, """ ~~{1,i-;~J~~ 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (Alf Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) s,steffl :Rool Member Type : Drop Beam BuUdll'ICJ Use : Restdentlal &Aiding Code : !BC 2021 Design Ml!thodology : ASD Member Pitch : 0/12 • Bloddng Panels are assumed to a,ny no loads applied directly above them and the ful iolld Is applied to the member belno designed. T 7• o/C T 7° o/c •Maldmum alowable bradl'ICJ Intervals based on appled load. Weyerllaeuser w.im,nts that the sizing of Its products will be In acxonJance with Weyert,aeuser product deslon cr111erta and published design values, Weyerhaeuser e,cpressty dlsdalms any other wammtles ~ to the Dtware. use of llis -are 15 not tnll!:nded to d<curm,ent the need for a deslQrl prof,esslonal as determined by the autho!tty havll'ICJ jurisdiction. The desl!,1er of recotd, bulder or framer 15 responslble to assure that this calculatlOn Is compaUble with the overall project Accessoo1es (Rim Board, Blocklng Panels and SQoash BIOcks) are not designed by !!vs software. Products manufactured at Weyert,aeu,er ladlltles a"' lhlrd-porty certlfled ID su51lllnatAe fores17y standards. Weve,tiaeuser 'engineered lJJntler Pl'Oducts have been ~alua11!<l by lCC-1:S under ~alualk>n report, 'fSR-11'53 and ESR-1387 artJ/or ~ In acrordanoe with applicable ASTM standards. For o.wrent code evaluation reports, Weye,t,aeuser prodoo: llter.tture and lnstillatlon details refer ID www.weyemoeuser.com{woodproducts/docurnent-ffbnlry. n,e proc11ct appllcauon, Input cleslgfl loilds, dimensions and support lnl'ormatton have been provided by forteWEB SOftwllre Operator l'orteWfll Softw..., OiNn1l>r JobNote, Paul Christenson PCSD Engineering (760) 207-1885 A paul.pcsd@omall.com ~rhacuscr 6/8/2023 7:11:06 PM UTC ForteWEB v3,5, Engine: VB,2,5,1, Data: V8,L3.6 File Name: Thompson Brooks Pagel/1 '-FORTEWEB. .. 0 ill MEMBER REPORT Roof Framing, (RB-2) Hdr Bm 1 plece(s) 4 x 6 DF No.2 Overall length: 5' 7" gJ PASSED l:, All locations are measured from the outside face of left support ( or left cant11ever end). All dimensions are horizontal. • ·""" .,; •• • ·~.;~~~,~ .. ?:~~:~~ • ~ • ...... ~·~ 1~,_._)' .. , .y ~~~ ;•~~:~:.~~~-~i~ ~~~~i :~r:":~~, ·4 -•·-~ -~ Jtl!fjf 'f-,;,.t SY$tem : Roof Member Reactlon (lbs) 1437 @ 2" 7656 (3,50") Shear (lbs) 1051 @ 9" 2888 Moment (R·lbs) 1774 @ 2' 9 1/2" 2151 Live Load Defl. (In) 0.066 @ 2' 9 1/2" 0,262 Total Load oen. (In) 0.113@ 2' 9 1/2" 0.350 • Oeflectlon cr11iefta: LI. (l/240) and Tl (l/180). • Allowed moment does not reflect the ac!justment for the beam stability factor, • Appllcallle c.ak:ulatlons are based 00 NOS, 5' 7" o/C •Ma>dmum alowable bradng lntetvals based on a~l!d load. Passed (19%) .. Passed (36%) 1.25 Passed (82%) 1.25 Passed (l./954) .. Passed (l./556) .. 1.0 D + 1.0 Lr (All soans) 1.0 D + 1.0 Lr (AH Spans) 1,0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) Member Type: Drop Beam Building Use : Resldentlal Building Code : !BC 2021 Design Melllodology : ASD Member Pitch : 0/12 Weyemaeuser warrants that the siZlng of Its products wtH be In accordance wtth Weyerhaeuser product des!Qn criteria and published design values. Weyerhaeuser e,cpressly dl5dalms any other warranlles relaml to the software. U5e of this software Is not Intended to drcUIIM!nt the need for a deslQn professional as deWmlned by the authority having Jur15dlctlon. The deslO'ler of reoord, builder o, framer Is responslble to assure that this c.alculatlon Is compatlbie with the OYerall project Accessories (RJm Board, Blocklng Panels and Squash Blocks) are not deslQned by this software. Products manutactured at w~ ladlltles are thlnl·p;,rty certllled IX> sustainable forestry standanls, Weyemaeuser Eng\nteted \.umber Products have_, evaluati,d by lCC·ES under evaluallon reports ?SR-11~3 and ESl\·1387 '//I'd/or tesb!d In aooirdance with applicable ASTM standards. FoJ ClJITellt code evaluatlon reports, Weyerhaeuser product li~b.Jre and Installation delalls refer to www.weyemaeuser.com/woodproducts/document·litTclry. The product applkatlon, Input design loads, dimensions and support Information have been pro'1lcled by ForteWEB Software OperalX>r Fo111eWEI 5oftwllre O!lenltDr JobNotes Paul Olrlstenson PCSO Engineering (760) 207-1885 A paul.pcsd@Qmall.com Weycrhacuw 6/8/2023 7:15:22 PM UTC ForteWEB v3.S, Engine: VS.2.5.1, Data: VS.1.3.6 File Name: Thompson Brooks Pagel /1 ~FO:RTEWEB 0 12 2.121 MEMBER REPORT Roof Framing, (RB-3) Hip Bm 1 plece(s) 13/4" x 9 1/2" 1.SSE TlmberStrand® LSL Sloped Lel'\gth: 18' 11 9/16" 15' 6 11/16" m All locations are measured from the outside face of left support ( or left cantilever end). All dlmenSlons are horizontal. PASSED '-1 0 Deslan Results -Actual O Location Allowed · ., . 1,.Ruult LDF Load: Combination (Pattem); .. ,;;,, . Member Length : 18' 9 11/16" System : Roof Member Reaction (lbs) 1395 @ 18' 4 5/8" 2363 (1.50") Passed (59%) --1.0 D + 1.0 Lr (Alt Spans) Shear (lbs) 1190@ 17' 7 1/4" 4295 Passed (28% l 1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (ft-lbs) ·4rss·@ 11· rD"J/B" 65!4 -Passed'(64%) 1.25 l.1TD + r.o Lr (Alt'Spans) Uve Load Deft. (In) 0.546 @ 10' 11 11/16" 0.782 Passed (LJ344) .. 1.0 D + 1.0 Lr (Alt Spans) Total Load Deft. (In) 0.957 @ 10' 11 11/16" 1.043 Passed (lJ196) .. 1.0 D + 1.0 Lr (Alt Spans) • Deflection cntena: LL (L/240) and n. (L/180). • Ovemano deflectlon criteria: LL (2L/240) and TL (2L/180). • Upward deflection on left cantilever exceeds overhang deflection criteria. • Allowed moment does not reflect the adjustment for the beam stablllty factor. • Upward deflection on left cantilever exceeds O.◄•. . Root Uve Fadllfed ~rla 1 -Beveled Plate • SPF 3.50" J.so· 1.so· 404 493 896 81od<lng 2 • Hanger on 9 1/2" SPF beam 3.50" Hanger• 1.50" 595 800 1395 See note • • Blocking Panels are assumed to cany no loads applied directly above them and the full load Is applied to the member being designed. • At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supportlng the hanger : • See Connector grid below for additional Information and/or requirements. Lateral Bracing ' llnK:lng 1~1• ,. , CoJ'!ments "6' l" o/C 8oltom Edge (Lu) 18' 8" o/c •Ma>dmum allowable bracing Intervals based on applied load. 2 -Face MOunt Hanger 16-lOdl<l .5 • Refer to manufacwrer notes and Instructions for proper lnstallatlon and use of all connectors. ., :; .. .,, . .:, ~-Dead" ,Roof live I> • < }·. "' ·~ .-: ,, I· . •. V ,. , Vertical Loads ., Location (Side) I }'rlbutarr,!Wldth I , (0;90) (~-snow: lj~) Comments 0 • se,r Weight (PLF) 0 to 18' 4 5/8" N/A 5.2 .. 1 • Tapered (PLF) 0 to 2' 9 15/16" N/A 0.0 to 40.2 0.0 to 56.6 Generated from Roof Geometry 2 • Tapered (PLF) 2' 9 15/16" to 18' 4 5/8" N/A 0.0 to 106.9 0.0 to 155.6 Generated rtom Roof Geometry Weli@rhaeuser Notes :.·r .; , . ,.., ' .. , ,, .. : : ~. . .,,, .. . . ..... . . .. Member Type : Flush Beam 8ulldlng Use : Resldentll,I Sutldlng Code : !SC 2021 Design Methodology : ASO Member Pitch : 2.12/12 Member futenen Accessories 8--1 Odl<l .5 < ,.;_ ,._. . ... . ' Weyerhaeuser warrants that the sizing of Its products will be In acoordance With l'{eyerhaeuser product design criteria and published design values. Weyerhaeuser expn!SSly disclaims any other warranties related to the software. Use of this software IS'llOt lnteoded to drcum11ent the need for a design professional as determined by the authority having Jurtsdlctlon. The designer or record, builder or framer Is responslble to assure that this calculation Is compatible with the overan project. AccessorleS (Rim Soard, Blocklng Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable foresby standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC·ES uncler evaluation reports ESR· 1153 and ESR-1387 and/ex tested In accordance with applleable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www .weyerhaeuser.com{woodproducts/document·llbrary. The product appllcatlon, Input design loads, dimensions and support Information have been provided by ForteWEB Software Operator l'orteWl!B Software Operator Job Notes 6/23/2023 2:12:34 PM UTC Paul Chrtstenson A ForteWEB v3.S, Engine: VS.2.5.1, Data: VS.1.3.6 PCSO Engineering 06()) 207-1885 File·Name: ihompson Brooks paut.pcsd@gmaU.com Weyerhaeuser Page 1 / 1 r.i!FORTEWEB. MEMBER REPORT Floor Framing, (FJ-1) Fir Jst PASSED 1 plece(s) 2 x 8 DF No.2@ 16" oc 1/ Overall Length: 12' 1" . - + 0 All locatlons are measured from the outside race ct left support (or left cantJlever end). All dimensions are honzontal. ., ·-,,f.i.t~·.N{ ;~\ .. -; . .,. '-li'9." ~?:&. ~, .. ~ , • I ,,~~Mrt~~~r,; Member Reaction (lbs) 435 ~ 2 1/2" 2109 (2.25") Passed (21 %) Shear (lbs) 377@ 10 3/4" 1305 Passed (29%) Moment (R-fbs) 1248 @ 6' 1(2" 1360 Passed {92%) Live Load Def!. {In) 0.292 @ 6' 1/2" 0.292 Passed (l/480) Total Load oen. (In) 0.401 @ 6' 1/2" 0.583 Passed (l/349) TJ·Pro"' Rating N/A N/A N/A • Oellectlorl crttl!r1a: LL (l/480) and Tl (l/240). • Allowed moment does not rellect the adjus1ment for the beam stability factor. • A 15% Increase In the moment capacity has been a<1:led to account for ~ member usage. • Applleable calculatlons are based on NOS. • No composite actiOn between deck and jOISt was considered In analysis. Top Edge (Lu) Bollom Edge (Lu) 11' ll"o(c •Ma>dmum alowable bracing lntelvals based on appled load. ~¼i~t¥ -- 1.00 1.00 -- --- --~,.;,·+~,.. ',.~~~f!~!-,;t~ .. '. 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L {All Spans) 1.0 D + 1.0 L (Aft Spans) 1.0 D + 1.0 L (Alf Spans) 1.0 D + 1.0 L (Alf Spans) N/A System : Floor Member Type : Joist BuUdlng Use : Resldentlal Building c.ode : !BC 2021 Design Methodology : ASO Weyerflaeuser wamints that the sizing of Its prodUCIS WIN be In acrx,rdana, wllh W~ser prcduct design cnteria and publtshed design Ylll-. Weye,f,aeuser ~ dl$dalms any OCher wamint1es related to the software. Use of this software IS not Intended to drcum.ent the need for a design pro!esslonal as dell!rmlned b\l the authority having jul1sdctjon. The designer of record, boMder or framer Is re5pOl'lslllle tXJ assure that this calculaUon ts oompetlble wllh the overaH project . .o\ccessork!s (Rim Board, Blocking Panels and Squash Blodcs) are not designed b\l this soltware. Products manufactured at W~ser fadlltles are third-party certified ID sustainable forestry standards. Weyerhaeuser Enolneen!d Lumber ProciJcts have been evatualed t)\I ICC-ES under evaluation reports ESR-1153 and ESR-1387 inJ/rx tested In aooordance With applicable ASTM standaros. For current code evaluallon reports, Weyertiaeuser product ltterature and lnstallallon detalls refer tXJ www.weyert,aeuser.rom/woodproducttjdocument-llbrary. The product application, Input de51111 loads, dimensions and SUllJ)Ort lnformatkln have been i:rovtded by ForteWEB Software Operator FoneWH Software Opanillllr JobNola Paul Christenson PCSD Englneertng (760) 207-1885 A paul.pcsd@gmall.com Wtytrhacuser 6/8/2023 7:33:17 PM lJTC ForteWEB v3.5, Engine: V8.2.5.1, Data: VS.1.3.6 FIie Name: Thompson Brooks Pagel/1 ~u/f;°hr/den.,..,n ef m, 2)/'!f" bfaemnJ '3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com S.O Lateral Design & Analysis Wind: P = A Kzt I psJo A= 1.00 Kzt = 1.0 PS30 = 26.6 psf I= 1.0 P = 16.0 psf (ASCt 7-16 • Equation 28 5-1} (Ii~ 2S S l•I) ..• (lig 26 X) (fig. !8 5-1 I (lable I 5-2) Criteria JOB 23-239 b OF -----PSC DATE 6/2/23 DATE SHEET NO CALCULATED BY CHECK BY SCALE --------- S,= 1.031 F.= 1.2 R = 6.50 V = 0.091 *Wt*p (ASCE 7-16-Eqn 12 8-2) s, = 0.375 Fv= 0.0 I = 1.00 (p -Redundancy) 1st Story 2nd Storv Each Story Resists > 35% Base Shear: not satisfied satis fied Wind Loads Any Shear Wall w/ (h/I)>1.0 Is < 33% Story Force: P = 16.0 psfx Trib Area RoofLeveJ Direction: N I S = 16.0 psf X ------873 sq. ft. = 13933 lbs. 476 sq. ft. = 7597 lbs. Direction: E /W = 16.0 psf X ------ Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt 11.0 psf x 5543 sq. ft.= 60973 lbs. 15.0 psf x 1015 sq. ft.= 15225 lbs. 8.0 psf x 873 sq. ft. = 6984 lbs. 4.0 psf x 4619 sq. ft.= 18476 lbs. ------Total Trib. WR = 101658 lbs. Total Seismic Dead Load: Wt= 101658 lbs. ASD Base Shear: V = 0.091 *Wt = 9214 lbs. satisfied not satisfied p = 1 1 ? ,u/f;,f"',1.,'Rm,,rm dDI c2X-!'o b.,u,eemJ 3529 Coastview Ct• Carlsbad, CA 9201 0 JOB 23-239 SHEET NO ! OF ___ _ CALCULATED BY PSC DATE 6/2/23 CHECKBY ____ DATE __ _ SCALE Telephone (760) 207-1885 • Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis -1st Story Shear Walls N /S E /W Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type l 3 3.0 8 A B 4 3.67 8 A 0.0 C 18 17.5 8 A 0.0 0 ~ 0.0 0 0 ~ 0.0 0 #~01 0.0 F SE 0 0.0 F E 0 #d}nO! 0.0 F SE 0 #~¥10! 0.0 FA E 0 #Di ,'/0! 0.0 F SE 0 #D 'v!0! ?,u/f;,tn,te:11,l'(J:Jt ~'"' ~J" bfaeerl:IIJ 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.1 Lateral Dqign & Analysis ( cont.) Gridline CD s % ( 13933 X 0.05 = 697 #) 697 lbs. plf ~ (l,,\ .. ZS&"' V = 3 ft. 232 \,"\. OTF 1858 lbs. ~\1\160 JOB 23-239 SHEET NO 10 OF CALCULATED BY PSC DATE 6/2123 CHECK BY DATE SCALE HDU2 $',uff:'.f"'.rl.de""'1n dn, 2XeJo bfaeerhtJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis ( coot.) Gridline Cv 8 % ( 9214 X 0.08 = 737 #) 737 lbs. plf ... ~~~ : 1£, f F V = 3.67 ft. 201 I.~ OTF 1607 lbs. 't.\.ALO Gridline © 44 % ( 9214 X 0.44 4054 #) 4054 lbs. V = 17.5 ft. 232 plf OTF = 1853 lbs. ~ • ~ c.1a..:a.,.\t.,,ttt-1\)1~\1.l)'IV \li1'1'40P ' JOB 23-239 SHEET NO \ \ OF \'1- CALCULATED BY PSC DATE 6/2/23 CHECK BY ____ DATE __ _ SCALE HDU2 t~'• "; . ._,., / ' '' ,.. ~1} ~-~ :,..~'i.l.\; ? ,u/f;,tn.dl,.n,l'O.n 'efnt $":fo ,£,JV'eerulJ 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 = __!,gL plf 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) USE 12 " WIDE CONTIN. FTG W/ l -# 4 TOP AND BOTTOM & EMBED. 12 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POlNT LOAD ON FOOTING JOB SHEET NO 23-239 l 'Z.. OF PSC DATE DATE \'Z.. 6/2/23 CALCULATED BY CHECK BY SCALE ------- ASBP = 1500 psf i Pa11 = 1500 * ~ * ~ 12 12 P a11 = 4500 lbs L.W.J Ccityof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-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. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The B-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green 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 NIA and provide an explanation or code section describing the exception. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. Project Name/Building Permit No.: Property Address/APN: 2765 Wilson Street, Carlsbad CA 92008 Applicant Name/Co.: Alena Brooks Blasio/ B A Worthing Inc BP No.: ApplicantAddress: 5145 Avenida Encinas Suite I, Carlsbad, CA 92008 Date: Contact Phone: (760) 729-3965 Contact Email: admin@thisisbawinc.com Contact information of person completing this checklist (if different than above): Name: Alena Brooks Blasio Contact Phone: (760) 729-3965 Company name/address: B A Worthing Inc Contact Email: admin@thisisbawinc.com B-50 Page 1 of7 Revised 12/22 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data" as published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC). Building Permit Valuation (BPV) $ breakdown __________ _ Construction Type Complete Section(•) Notes: IJ Residential D New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU I!!! Additions and alterations: I!!! BPV < $60,000 NIA All residential additions and alterations D BPV <!: $60,000 1A, 4A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are D BPV <!: $200,000 1A, 4A* removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 28* *Multi-family dwellings only where <!:$1,000,000 BPV AND BPV 2'. $1,000,000 affecting <!:75% existing floor area D Nonresidential and hotels/motels D New construction 1 B, 28, 38, 48 and 5 D Alterations: □ BPV ~ $200,000 or additions~ 18, 5 1,000 square feet D BPV <!: $1,000,000 18, 28, 5 Building alterations of<!: 75% existing gross floor area <!: 2,000 sq. ft. new roof addition 28,5 1 B also applies if BPV <!: $200,000 Instructions: 1. Choose first between residential or non-residential based on the type of project being submitted. 2. Next chose between new construction or addition/alteration for residential or non-residential. 3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project. 4. Appropriate details must be included on the plans for selections made. EXAMPLE: Scope of work includes a new, 2 story, single family residential structure. I The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be applicable. (Solar PV, water heating, EV charging) The* indicates that new detached ADU's are included. EXAMPLE: Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars. The selections would be: Non-residential and Alteration BPV <!: $1,000,000. CAP sections 1 B, 28 and 5 would be applicable to this project. (Energy efficiency, Solar PVand Transportation Demand Management (TOM)*) It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. 3 Checklist Item Check the appropritle boxes, explan al not applicable and exception iems, and provide supporting caladalions and documentalion as necessay. 1. Energy Efficiency Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A. 0 Residential addition or alteration 2: $60,000 building permit valuation. Details of selection chosen below must be placed on the plans referencing CMC 18.30.060. !!I N/A _________ _ □ Exception: Home energy score ~ 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements □ Before 1978 Select one option: □ Attic insulation D Duct sealina D Attic insulation D Cool roof □ 1978 and later Select one option: □ Lighting package D Waterheatina oackaae !!I Between 1978 -1991 Select one option: D Duct sealina !!I Attic insulation D Cool roof □ 1992 and later Select one option: D Liahtina oackaae D Water-heatina oackaae B. 0 New Nonresidential construction (including additions over 1,000sf), new hotel/motel construction AND alterations 2: $200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix A5. At least one measure from each applicable building component required. 0 NIA _______ _ AS.2O3.1.1 Choose one: D Outdoor lighting D Restaurant service water heating (Section 140.5 of the CEC) D Warehouse dock seal doors D Daylight design PAFs D Exhaust air heat recovery AS.2O3.1.2.1 Choose one: D .95 Energy budget (Projects with indoor lighting OR mechanical) D .90 Energy budgel (Projects with indoor lighting AND mechanical) AS.211 .1 ** D On-site renewable energy: A5.211.3** □ Green power: (If offered by local utility provider, 50% minimum renewable sources) AS.212.1 D Elevators and escalators:(Project with more than one elevator or two escalators) AS.213.1 D Steel framing: (Provide details on plans for options 1-4 chosen) * High-rise residential buildings are 4 or more stories. IZl N/A ---------- 0 N/A ________ _ IZl NIA 0 N/A 0 N/A 0 N/A. ________ _ ** For alterations;,: $1 ,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply with Section 18.030.040 of the CMC (section 28 below) instead. 4 2. Photovoltaic Systems A. □ Residential new construction. Refer to Section 150.1(c)14 of the CEC for single-family requirements and Section 170.2(d) of the CEC for multi-family requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 3 below (residential water heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA orSARA #d.u. Calculated kWdc* Exception sheets if necessary) □ D □ □ Total System Size: kWdc 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. B. 0 Nonresidential, hotel/motel and multifamily additions, alterations and repairs of these projects ::?:$1,000,000 BPV AND affecting ::?:75% existing floor area, OR addition that increases roof area by ::?:2,000 square 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) D Gross Floor Area (GFA)Method GFA: Min.System Size: kWd D If< 1 O, OOOs.f. Enter: 5 kWdc D If~ 1 O,OOOs.f. calculate: 15 kWdc x (GFA/10,000) ... **Round building size factor to nearest tenth, and round system size to nearest whole number. D Time-Dependent Valuation Method C. 0 Annual TDVEnergy use:*** ______ x .80= Min. system size: ______ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. • All newly constructed non residential, hotel/motel and highrise multifamily buildings that are required by CEC section 140.10(a)to have a PV system shall also have a battery storage system meeting CEC section 140.10(b). Non residential, hotel/motel and multifamily additions, alterations or repairs that trigger solar due to the Carlsbad Climate Action Plan will NOT require battefy storage. Battery storage is required when triggered by CEC section 140.10(a) and/or 170.2(9). 5 3. Water Heating A. Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1 (c)8 or 170.2(d) of the CEC when completing this section. Provide complete details on the plans. Residential new construction and alterations: D Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving individual units, choose one system: D Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. □ 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 □ Gas or propane system with a solar water hearing system and recirculation system. For systems serving multiple units, choose one system: □ Heat pump water heating system with recirculation loop tank and electric backup. D Solar water heating system that is either: □ .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recover OR: □ System meets performance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from on-site solar or recovered energy. □ Exception: ______________________________________ _ B. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020 and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details on the plans. 1. Non-residential: □ Required: Water heating system derives at least 40% of its energy from one of the following: □ Solar-thermal D Photovoltaics □ Recovered energy □ Required: High-capacity service water heating system 2. Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □ Solar water heating system with .40 solar savings fraction 3. Hotel/motel: □ Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC) □ Required: Located in garage or conditioned space Exception: 6 4. Electric Vehicle Charging A. D Residential • New construction and major alterations.* This section also applies to hotel/motel projects. Refer to Section 18.21.030 of the CMC and Section 4.106.4 of the GBSC when completing this section. Choose one: □ One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed) □ New detached ADU. (no EV space required when no additional parking facilities are added) □ New one and two-family residential dwellings and townhouse with attached private garage. □ One EV Ready parking space required □ Exception: __________ _ □ New and major aterations to multi-family and hotel/motel projects: □ Exception: ________________ _ Total Parking Spaces Proposed EVSE Spaces EV Capable (10% of total) I EV Rea:ly (25% of Tota) I EV chargers (5% of Total) I I *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, alterations have a building permit valuation 2:$60,000 or include an electrical service panel upgrade. (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation 2: $200,000, i nteriorfinishes a re removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. D Non-Residential -New construction □ Exception : _____________ _ Please refer to Section 18.21.040 of the CMC when completing this section Total Par1<ing Spaces Proposed EV Capable I EVCS (Installed with EVSE) I EV Ready (optional) I EV Space (optional) I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS Qnstalled with EVSE) D 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 □ 76-100 17 5 ['.J 101-150 25 6 ['.J 151-200 35 9 D 201 andover 20 percent of total 25 percent of Required EV Spaces Calculations: Total EV Capable spaces= .20x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .25 (rounded up to nearest whole number) EVSE other may be "EV Ready" or "EV Space" 7 5. D Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1()1hEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Samole calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permi equi~ DM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature: ::::::5;:~~-~::?::::~~L- Name: Alena Brooks B a Date: 06/22/2023 Phone No.: (760) 729-3965 8 {"cityof Carlsbad CLIMATE ACTION PLAN (CAP) COMPLIANCE CAP Building Plan Template 8-55 Development Services Building Division 1635 Faraday Avenue 760-602-2719 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. The following certificate shall be included on the plans for all building permits that are required to comply with the CAP measures: 1. ENERGY EFFICIENCY APPLICABLE: □YES □ NO Complies with CMC 18.30.060 or 18.21.050 0 Yes ON/A Existing Structure, year built: ____ _ Prepared Energy Audit? D es D No Energy Score: _____ _ Efficiency Measures included in scope: 2. PHOTOVOLTAIC SYSTEM APPLICABLE: OYES D NO Complies with CMC section 18.30.040 and 2022 California Energy Code section 150.l(c)14 D Yes ~/A 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: Exception Requested Exception Approved El ves ~ Yes ONo 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: □ YES (i} NO 4. s. Complies with CMC sections 18.30.020 18.20.030 and/or 18.30.050? Alternative Source: □ Electric □ Passive Solar Exception Requested Exception Approved ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: Oves 0Yes 0YES □No □No li]NO Complies section with CMC 18.21.030? Panel Upgrade? □ Yes 0N/A D Yes 0No 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 ----r:"jves oves TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TDM Report on file with city?