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1201 GOLD FLOWER RD; ; CBR2022-4760; Permit
Building Permit Finaled {city of Carlsbad Residential Permit Print Dat e: 03/05/2024 Job Address: 1201 GOLD FLOWER RD, CARLSBAD, CA 92011-3422 Permit Type: BLDG-Residential Work Class: Addition Parcel#: 2145604200 Track#: Valuation: $36,917.98 Lot#: Occupancy Group: R3 Project#: #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Construction Type:VB Orig. Plan Check#: Occupant Load: 12 Plan Check#: Code Edition: 2019 Sprinkled: No Project Title: Description: RIDPATH: 66 SF LIVING ROOM ADDTION, 400 SF REMODEL Applicant: Property Owner: BA WORTHING INC ALENA BLASIO 3864 WESTHAVEN DR CARLSBAD, CA 92008-2754 (760) 533-8380 RIDPATH FAMILY TRUST 07-20-00 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 FEE BUILDING PLAN CHECK BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) REMODEL-RESIDENTIAL-OTHER SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $3,217.65 Total Payments To Date: $3,217.65 Permit No: Status: CBR2022-4760 Closed -Finaled Applied: 12/22/2022 Issued: 05/03/2023 Finaled Close Out: 03/05/2024 Final Inspection: 01/31/2024 INSPECTOR: Renfro, Chris Alvarado, Tony Contractor: BA WORTHING INC 5145 AVENI DA ENCINAS, # STE I CARLSBAD, CA 92008-4322 (760) 729-396S Balance Due: AMOUNT $813.15 $336.70 $194.00 $98.00 $518.00 $2.00 $1,251.00 $4.80 $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 Job Address 1201 Gold Flower Rd RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date Unit: _____ APN: 214-560-42-00 CT/Project #: __________________ Lot #:. ____ Year Built: _________ _ BRIEF DESCRIPTION OF WORK: 66 sq ft living room addition and remodel 0 New SF: Living SF, (,d_p 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? ___ _ EJ Remodel: 400 SF of affected area Is the area a conversion or change of use? O Y 8 N ----- □ Pool/Spa:. ____ SF Additional Gas or Electrical Features? ------------- □Solar: ___ KW, ___ Modules, Mounted:ORoofQGround, Tilt: OYO N, RMA:OY ON, Battery:OYC N, Panel Upgrade: Ov ON Electric Meter number: -------------0th er: APPLICANT (PRIMARY CONTACT) Name: Alena Blasio PROPERTY OWNER Address: 5145 Avenida Encinas Suite I City: Carlsbad State: CA Zip: 92008 ---Phone: (760) 729-3965 Email: admin@thisisbawinc.com DESIGN PROFESSIONAL Name: Alena Blasio Address: 5145 Avenida Encinas Suite I City: Carlsbad State:_C_A __ Zip: 92008 Phone: (760) 729-3965 Email: admin@thisisbawinc.com Architect State License: ___________ _ Name: Gary and Suzette Ridpath, RIDPATH FAMILY TRUST Address: 1201 Gold Flower Rd City: Carlsbad State: CA Zip: 920089 ---Phone: (760) 420-7004 Email: gsridpath@sbcglobal.net CONTRACTOR OF RECORD Business Name: B.A. Worthing Inc -----------------Address: 5145 Avenida Encinas Suite I City: Carlsbad State: CA Zip:_9_2_oo_a ____ _ 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 .,,u '" ~ .. ""' "" ,., ""''"oc" <md Sro• '"M ,..,,,,, M '"""' ~""'"'"' ~ NAME (PRINT}: Alena Brooks Blasio SIGN:~ DATE: 12/21/2022 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/ force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. __________________________________________ _ -OR- ~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: ________________________ 1 Policy No. ____________________________ Expiration Date: _______________ _ -OR- D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ______________________ Lender's Address: ______________________ _ CONTRACTOR 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 • e-0 ction, unless otherwise noted. NAME (PRINT): Alena Brooks Blasio SIGNATURE: DATE: 12/21/2022 Note: If the person signing above is an authorized agent for the contractor rovide a letter of author za -------------------- (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- D I, as owner of the property, am exclusively contracting with licensed contractors to construct t he 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 8-61 "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. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Website: http://www.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site 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 sl nln above is an authorized a ent for the ro SIGN: __________ DATE: ______ _ owner Include form B-62 sl ned b owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Closed -Finaled Expiration Date: 04/22/2024 IVR Number: 45455 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Scheduled Date Actual Inspection Type Start Date BLDG-17 Interior Lath/Drywall Checklist Item Inspection No. 219664-2023 COMMENTS BLDG-Building Deficiency Inspection Primary Inspector Status Cancelled Chris Renfro 06/30/2023 06/30/2023 BLDG-11 216088-2023 Passed Tony Alvarado Tuesday, March 5, 2024 Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS June 30, 2023: 1. Foundation slab steel reinforcement per structural engineer's sheet S -7 structural foundation/slab details -approved. 2. City Of Carlsbad preconstruction meeting requirements reviewed and approved. 3. SWPPPS,BMPS, and all erosion control measures and devices installed and intact-approved. TEXT 760-500-7294 Nate I Pre-pour BLDG-12 Steel/Bond Beam 216226-2023 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS June 30, 2023: 1. Foundation slab steel reinforcement per structural engineer's sheet S -7 structural foundation/slab details -approved. 2. City Of Carlsbad preconstruction meeting requirements reviewed and approved. 3. SWPPPS,BMPS, and all erosion control measures and devices installed and intact-approved. BLDG-SW-Inspection 216227-2023 Partial Pass Tony Alvarado Reinspection Inspection Reinspection Incomplete Passed No Passed Yes Created Date 06/29/2023 Passed Yes Complete Complete Reinspection Incomplete Page 1 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Scheduled Date Closed -Finaled Expiration Date: 04/22/2024 IVR Number: 45455 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item Are inactives slopes properly stabilized? Are areas flatter than 3:1 covered or protected? Are sediment controls properly maintained? Are erosion control BMPs functioning properly? 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 BLDG-SW-Pre-Con Checklist Item 216228-2023 COMMENTS Passed Tony Alvarado BLDG-Building Deficiency June 30, 2023: 1. Foundation slab steel reinforcement per structural engineer's sheet S -7 structural foundation/slab details -approved. 2. City Of Carlsbad preconstruction meeting requirements reviewed and approved. 3. SWPPPS,BMPS, and all erosion control measures and devices installed and intact-approved. Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Complete Passed Yes Tuesday, March 5, 2024 Page 2 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91 -12 UNIT#02 Status: Closed -Finaled Expiration Date: 04/22/2024 IVR Number: 45455 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Date Start Date Status 07/24/2023 07/24/2023 BLDG-83 Roof Sheatlng, 218386-2023 Partial Pass Tony Alvarado Tuesday, March 5, 2024 Exterior Shear (13, 15) Checklist Item COMMENTS BLDG-13 Shear Panels-HD (ok July 24, 2023: to wrap) partial pass, plywood, shear walls Missing one shear wall, special, inspectors report and epoxied, retrofit anchor bolts missing, not completed. BLDG-15 Roof Sheathing-Reroof BLDG-SW-Inspection The rest of roof plywood, anchoring/nailing schedule-OK. 218557-2023 Partial Pass Tony Alvarado Reinspection Inspection Reinspection Incomplete Passed Yes Yes Reinspection Incomplete Page 3 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Scheduled Date 07/28/2023 Closed -Finaled Expiration Date: 04/22/2024 IVR Number: 45455 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item Are inactives slopes properly stabilized? Are areas natter than 3:1 covered or protected? Are sediment controls properly maintained? Are erosion control BMPs functioning properly? Are natural areas protected from erosion? Are perimeter control BMPs maintained? 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 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 07/28/2023 BLDG-16 Insulation Checklist Item 219107-2023 COMMENTS Partial Pass Tony Alvarado BLDG-Building Deficiency Second level upstairs master bathroom and downstairs hallway, guest bathroom locations (only): 1. Rough frame combination inspection-approved. 2. Shower pans/hot mop under water leak task -approved. 3. Thermal energy insulation -approved. Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Reinspection Incomplete Passed Yes Tuesday, March 5, 2024 Page 4 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Scheduled Date Closed -Finaled Expiration Date: 04/22/2024 IVR Number: 45455 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector BLDG-27 Shower Pan/Tubs 219108-2023 Partial Pass Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS Second level upstairs master bathroom and downstairs hallway, guest bathroom locations (only): 1. Rough frame combination inspection-approved. 2. Shower pans/hot mop under water leak task -approved. 3. Thermal energy insulation -approved. BLDG-84 Rough Combo(14,24,34,44) 218930-2023 Partial Pass Tony Alvarado Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Second level upstairs master bathroom and downstairs hallway, guest bathroom locations (only): 1. Rough frame combination inspection-approved. 2. Shower pans/hot mop under water leak task -approved. BLDG-SW-Inspection 219109-2023 Partial Pass Tony Alvarado Reinspection Inspection Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Yes Yes Yes Reinspection Incomplete Tuesday, March 5, 2024 Page 5 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Scheduled Date 08/03/2023 09/07/2023 Closed -Finaled Expiration Date: 04/22/2024 IVR Number: 45455 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 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 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? Status COMMENTS 08/03/2023 BLDG-17 Interior Lath/Drywall 219684-2023 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS Interior gypsum board/drywall and moisture, resistive drywall, green board and all wet locations, scope of drywall work -approved. 09/07/2023 BLDG-18 Exterior Lath/Drywall 223245-2023 Passed Tony Alvarado Checklist Item COMMENTS BLDG-Building Deficiency BLDG-81 Underground 223097-2023 Passed Tony Alvarado Combo(11,12,21,31) Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Complete Passed Yes Complete Passed Yes Complete Tuesday, March 5, 2024 Page 6 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Closed -Finaled Expiration Date: 04/22/2024 Address: 1201 GOLD FLOWER RD IVR Number: 45455 CARLSBAD, CA 9201 1-3422 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring BLDG-SW-Inspection 223248-2023 Passed Tony Alvarado Complete 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 erosion control BMPs Yes functioning properly? Are natural areas protected Yes from erosion? Are perimeter control BMPs Yes maintained? 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 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? 09/11/2023 09/11/2023 BLDG-10 Tilt 223689-2023 Passed Tony Alvarado Complete Panels/Floors Tuesday, March 5, 2024 Page 7 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Closed -Finaled Expiration Date: 04/22/2024 IVR Number: 45455 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 09/22/2023 Checklist Item BLDG-Building Deficiency COMMENTS New utility trench, between kitchen and family room, locations. new steel reinforcement Dowels, located at utility trench concrete slab pour-back location-OK BLDG-SW-Inspection Checklist Item 223690-2023 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 erosion control BMPs functioning properly? 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? 09/22/2023 BLDG-84 Rough Combo(14,24,34,44) 224784-2023 Passed Tony Alvarado Tuesday, March 5, 2024 Passed Yes Reinspection Incomplete Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Complete Page 8 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Closed -Finaled Expiration Date: 04/22/2024 Address: 1201 GOLD FLOWER RD IVR Number: 45455 CARLSBAD, CA 92011-3422 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 09/28/2023 09/28/2023 BLDG-16 Insulation 225523-2023 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/05/2023 10/05/2023 BLDG-82 Drywall, 226254-2023 Passed Tony Alvarado Complete Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS Passed BLDG-17 Interior Lath-Drywall Yes 10/23/2023 10/23/2023 BLDG-13 Shear 228053-2023 Passed Tony Alvarado Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency October 23, 2023: Yes 1. Drywall/gypsum board method of attachment fastening -approved. 01/31/2024 01/31/2024 BLDG-Final Inspection 238297-2024 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-SW-Inspection 238511-2024 Passed Tony Alvarado Complete Tuesday, March 5, 2024 Page 9 of 10 PERMIT INSPECTION HISTORY for (CBR2022-4760) Permit Type: BLDG-Residential Application Date: 12/22/2022 Owner: TRUST RIDPATH FAMILY TRUST 07-20-00 Work Class: Addition Issue Date: 05/03/2023 Subdivision: CARLSBAD TCT#91-12 UNIT#02 Status: Closed -Finaled Expiration Date: 04/22/2024 Address: 1201 GOLD FLOWER RD CARLSBAD, CA 92011-3422 Scheduled Date IVR Number: 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 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? COMMENTS Tuesday, March 5, 2024 45455 Inspection Status Primary Inspector Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 10 of 10 PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Structural Design Calculations Residential Addition Client Brooks Design Project Ridpath Residence 1201 Goldflower Road Carlsbad, CA 92011 RCE C57182, exp. 12/31/23 December 7, 2022 Rev. 1-19-23 PCSD File #: 22-584 p,.,,. t C-f..rist1. .. ,o .. :,;,. .. P~o LH-~i.,.,.u.ri.n'f CITY~ C8R.1ti12-L/7 (J Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@grnail.com 1.0 Design Criteria: Ridpath Residence 22-584 Code: Timber: 2019 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 (DF/DF) 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-1 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. 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, 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.0 .) ?,u/f;",tn.neh.roh 'efnt ~,.o bfaeermJ JOB 22-584 SHEET NO Z.. OF CALCULATED BY PSC DA_T_E_1-2/_7_/2,....2- CHECK BY _____ DATE __ _ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof {Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. IoL = I LL= Total Load= 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists I oL = ILL= Total Load = 518" Gyp. Bd. Insulation and Misc. 2.4 Walls IoL = _ILL= Total Load = Exterior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 7.0 psf 1.5 psf 2.8 psf 2.8 psf 1.9 psf 16.0 psf 20.0 psf 36.0 psf 7.0 psf 1.5 psf 2.8 psf 1.7 psf 13.0 psf 20.0 psf 33.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf 1.1 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 I.I psf 2.3 psf 8.0 psf ? ,ru/f;,tnnen.,on ';In, ,tfutfO £,,JU'fHHVIJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 22-584 SHEET NO ~ OF CALCULATED BY PSC DAT-E--1-2/7=-/2_2_ 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. Insulation and Misc. l ot = 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 = >.Kzt•I *Ps30 (ASCE 7-16 -Equation 28.5-1) P = 26.6 psf P = 16.0 psf (*0.6 -ASD) 2.7 Seismic Sos= (2/3) SMs Sos= 0.853 s Cs =~ (R/I) Cs = 0.131 USE: V= 0.131 Wot ASD BASE SHEAR v ... so= C.Wm 1.4 ( 11.4.5) >. = 1.00 (fig. 28.5.1-PsJo • 26.6 psf Kit = 1.00 (fig.26.8-1 ) I= 1.0 USGS APPLICATION S, = 1.066 S1 = 0.384 F1 = 1.20 F = V 0.00 R= 6.5 I = 1.00 h,, = 25.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY S1 <o.1s s, > 0.04 Ss >o.1s (11.6 ASCE 7-16) (I 1.4.2 ASCE 7-16) (fig. 28.5-1) (table I .5-2) T. =ct • (h.)°-75 = 0.224 Ts = S0 /Sos -0 k= 1.0 Sqn. 12.8-1 Not OI Ta<0.5 Seismic Design Category: D 12/5/22, 8:40 AM U.S. Seismic Design Maps OSHPD Ridpath 1201 Gold Flower Rd, Carlsbad, CA 92011 , USA Latitude, Longitude: 33.1106053, -117.3029492 • ft Carlsbad Photo -San T Diego Wedding_ and: .. Altarnira Pickleball . and Tennis Courts Camino De Las Ondas .• Google ,Date Design Code Reference Document 1 Risk Category i Site Class I ' ., ,.. --·---. - Type Value / S5 1.066 i S1 0.384 1 SMs 1.279 ' ! SM1 null -See Section 11.4.8 , Sos 0.853 So1 null -See Section 11.4.8 -. ·-·-. ·-. -· ~ Type Value : SDC null -See Section 11.4.8 : Fa 1.2 ' Fv null -See Section 11.4.8 ; PGA 0.47 , FPGA 1.2 PGAM 0.564 TL 8 SsRT 1.066 SsUH 1.195 ; SsD 1.5 S1RT 0.384 • S1UH 0.426 , S10 0.6 • PGAd 0.56 PGAuH 0.47 https://www.seismicmaps.org Description 12/5/2022, 8:40:26 AM ASCE7-16 II D • Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design valus al 0.2 S8rond 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 peek 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 FactOl'ed detenninistic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1,0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration Map data ©2022 1/3 ~FORTEWEa· .. 0 MEMBER REPORT Floor Framing, (FB-1) Fir Bm 1 piece{s) W8X28 (A992) ASTM Steel Owrall Length: 16' 4· All locations are measured from the outside face ot left support (or left cantllever end). All dimensions are hor1zontal. Member Reaction (lbs) 8781@ 16' 2" 17740 (3.50") Passed (50%) --1.0 O + 1.0 Lr (All Spans\ Shear (lbs) 8499 @ 16' 1/2" 45942 Passed (18%) •• 1.0 D + 1.0 Lr (All Spans) Moment CR·fbs) 38116@ 8' 50762 Passed (75%) --1.0 o + 1.0 Lr (AH Soans) Live Load Oefl. (In) 0.261 @ 8' 4 1/16" 0.533 Passed (l/735) --1.0 O + 1.0 Lr (All Spans) Total Load Deft (In) 0.567 @ 8' 3 13/16" 0.800 Passed (l/339) --1.0 D + 1.0 Lr (All Spans) • OellecUon critl!r1a: LL (l/360) and TL (l/240). • Apl)licable calculatlons are based on ANSI/MSC 36(>-16. • A lareral-torsional budding factor (C..) of 1.0 has been assumed. • Blocklng Panels are assumed to C2fTY no loads •~ directly above them and the full load is appl~ to the member being designed. PASSED ~, .. 0 System : floor Member Type : Drop Beam Bulldlng Use : Resldentlal Bulkling COde : IBC 2018 Desl9(1 Methodology : ASO Weyerhaeuser warrants that the sizing of Its products wm be In accordilnce with Weyerl,aeuser product design criteria and published design values. Weyerhaeuser expressly clsclaims any other warranlles related to the soltware. Use of lhls soltware Is not Intended to draJ111'1ent the ,_ for a design ~l'esslonal as determined by the author1ty ha"ng Jurisdiction. 'The designer of reoord, bl.llder or framer Is responsible to assure that this cak:ulatlon Is compatible with the overall project. Accessories {Rim Board, Blocking l'anels and 5Quash Blocks) are not designed by this software. Prnducls manufac:tlnd at Weyertiaeuser facllllles are third-party certlned to sustainable li:lrestry standards. Weyemaeuser Engineered Lumber Products haw been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM stlndMds. For cu-rent code evaluation reports, Weyerhaeuser product Nterature and lnstJllation ~lls refer to WWW.Weyerhaeuser .com/woodproructs/document-flbrary. The product appllcatlon, Input design loads, dimensions and support Information have been provided by ForteWEB Sol\ware Operator ForteWEII Software OperellDr JobNOlla Paul Cllrlstenson PCSO Engineering (760) 207-1885 paul.pcsd@gmaff.com Wcycrhdcu.scr 12/16/2022 5:25:54 PM UTC ForteWEB v3.5, Engine: VS.2.3.63, Data: VS.1.3.6 Ale Name: Ridpath Page 1 / 1 ~FORTEWEB' .. 0 [D MEMBER REPORT Floor Framing, (FB-2) Hdr Bm 1piece(s)3 1/r x 117/8" 2.2E Parallam® PSL o~rali Length: 12· 7" PASSED '>I [g] All locatlons are measured from the outside face of left support (or left cantllever end). All dimensions are hortzontal. ·""';-; ,~.~ : -~:e·--.~ "'--~~(:"~~l'.~, ~s;,;, " ··: • ~, ' ·,~-,:~,~ i~~ if';.. ,. ,. Member Reaction (lbs) 7640 @ 12' 5'' 7656 (3.50") Shear (lbs) 7535 @ 11' 3 5/8" 10044 Moment (Ft-lbs) 16842 @ 7' 3 1/16" 19902 Uve Load Oefl. (In) 0.240 @ 6' 6 3/16" 0.408 Total Load oen. (In) 0.548 @ 6' 6 13/16" 0.613 • Deflection criteria: LL (1/360) and Tl (1/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Bottom Edge (Lu) 12' 7' o/c •Maximum allowable bracing lnterv.tls based on applied load. ,.~, •. ;~~~~~1 .... 1.~t:"ci'i,t :~Rt Passed (100%) - Passed (75%) 1.25 Passed (85%) J.00 Passed (L/613) ·- Passed (L/268) ·- -~;. ·:~'" •. ......... ,, f,.J.;-:>tf}i.,,;.,,~F 1.0 D + 0.75 L + 0.75 Lr (All Spans) 1.0 D + 0.75 L + 0. 75 Lr (All Spans) 1.0 D + 1.0 L (Alf Spans) 1.0 D + 0.75 L + 0.75 Lr (All Spans) 1.0 D + 0.75 L + 0.75 Lr (Alf Spans) S~ :Floo, Member Type : Dmp Beam Bulkllng Use : Resldenllal Building Code : !BC 2018 De51Qt1Me1hodology :ASO Weyerhileuser WMTants that the s~ng of its products will be In accordance with Weyerhaeuser product design criteria and pYb/ished design values. Weyerhaeuser e,qnssly dlsdalms any other wamintles related to the software. Use of ltlls software IS not lntl!ncled to ctrcumvent the need for a desi!,l professional as detl!rmlned by the aUlhol1ty havtng jUf1sddlon. Toe cleslgner of reoonl, builder or framer ls responslbl• ID as= that this calallation Is compa~b/e with the overall project, Aa:essones (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufadun!d at Weyert,aeuser fadlltles are third-party certlflod ID susliinable fon!slry standards. Weyemaeuser Engl.--ed Lumber Products have been evaluall!d by ICC·ES under evaluation reports ESR-1153 and ESR· 1387 and/or tesll!d In IICIXlrdance wttn applicable ASTM standards. For c:um!lll code evaluatlon reports, Weyertiaeuser product lterature and lnstaltatlon details ~r ID www.woyemaeuser.com/woodproducts/doc:ument-llbrary. The product applicatlon, Input design loads, dimension$ and support lnrormatton have been provided by FortoWEB 501\ware Operator fofteWEI Software Operator Job.._ PaUl OY1stonson PCSO Engineering (760) 207-1885 A paul.pcsd@gmaff.com Wcy,rhJCUscr 12/16/2022 5:29:07 PM lJTC ForteWEB v3.5, Engine: VS.2.3.63, Data: VS.1.3.6 FIie Name: Ridpath Pagel /1 ? ,r,Jf;,f"'r1.,ten,,..,n ;T,n ~ S?ilerU!f 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com S.O Lateral Design & Analysis (Two~Story) JOB 22-584 SHEET NO C OF CALCULATED BY PSC DAT-E--1-2/7--/2_2_ CHECK BY _____ DATE __ _ SCALE Wind: p = A Kzt I pSJO (ASCE 7-16 • Equaiion 28 l • I) Seismic: V = C5 Wm, (ASCE 7-16. Eqn 12.8-2) A= Kzt = PS30 ~ 1.00 1.0 26.6 psf (fiit 28 l. 1-1) (fig 26 S) S = s F = a R= 1.066 1.2 6.50 s, = 0.384 F.= 0.0 1 = 1.00 1= 1.0 (fiK. 2S l-1) (table l.l-2) V= 0.094 •Wt• p (p -Redundancy) P = 16.0 psf Criteria Each Story Resists > 35% Base Shear: Wind Loads Any Shear Wall w/ (h/I)>1 .0 is < 33% Story Force: P = 16.0 psfx Trib Area RoofLeveJ Direction: Direction: 2nd Floor Level Direction: Direction: Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = Floor Weight Diaphragm = Exterior Wall Wt = Interior Wall Wt = 1st Flr. Roof Wt. = N I S = 16.0 psf X 260 sq. ft.= E /W = 16.0 psf X 268 sq. ft.= N I S = 16.0 psf X 398 sq. ft.= E /W = 16.0 psf X 523 sq. ft.= 13.0 psf x 1992 sq. ft.= 25896 lbs. 15.0 psf x 607 sq. ft.= 9105 lbs. 8.0 psf x 527 sq. ft.= 4216 lbs. 4.0 psf x 1660 sq. ft. = • 6640 lbs. ------Total Trib. WR = 45857 lbs. 15.0 psf X 1660 sq. ft. = 24900 lbs. 15.0 psf X 1357 sq. ft. = 20355 lbs. 8.0 psf X 1176 sq. ft. = 9408 lbs. 16.0 psf X 495 sq. ft. = 7920 lbs. Total Trib. WR= 62583 lbs. Total Seismic Dead Load: Wt= 108440 lbs. ASD Base Shear: V = 0.094 * Wt = 10162 lbs. 4150 lbs. 4277 lbs. 6352 lbs. 8347 lbs. p = 1st Story 2nd Story satisfied satisfied satisfied not satisfied I I JOB 22-584 SHEET NO J OF ----?.JT;,tn,den,on -;fn, :lfleJo bJbt11tlMJ CALCULATED BY PSC DATE 12/7/22 CHECKBY ____ DATE __ _ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd gmail.com Roof Diaphragm: N I s Direction V = 6041 A = 1992 --------fp =V/A= 3.03 ----- Floor Diaphragm~ N I s Direction V = 6352 lbs. sq. ft psf lbs. A= 2155 sq. ft ,,.,..,..---..,,...,,..,,....--fp = VIA= 2.~5 psf -----Seismic Lateral Distribution V = 10162 lbs. • p Level hx Wx hx (lbs) (ft) (lbs-ft) Roof 45857 18 825426 2nd Floor 62583 9 563247 1388673 E /W Direction V = 6041 lbs. A= 1992 sq. ft f =VIA= p 3.03 psf E / w Direction V = 8347 lbs. A= 2155 sq. ft fp=V/A= 3.87 psf ----- F V w, (h.\ I w Ch·k (lbs) (lbs) 0.594 6041 6041 0.406 4122 10162 1.000 10162 ?nJr:-r~n ';la, ~J" bJ'nt1t1rutJ 3529 Coastview Ct• Carlsbad, CA 92010 Telephone (760) 207-1885 • Email: paul.pcsd 5.2 Lateral Design & Analysis -1st Story Shear Walls N I S mail.com JOB 22-584 ~ OF -----PSC DATE 12J7/22 DATE SHEET NO CALCULATED BY CHECK BY SCALE --------- E /W Gridline Length of ShearwalJs Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type 0 12 12 9 s A 4 5 8.5 9 C 1 3 3 6 9 l3L SIDED 0 0 I 0 0 Di' 0 0 0 0• 0 0 #Dgj {0' 0 #D 1/0! 0 #DI 1/0! 0 # 0! 0 #D 0! 0 #Dl /0! 0 #DI /0! 0 #D 01 0 #DI /0! 0 #D 0! A]eP~ ~ •• ti4~kM1 ,. .. u, l'f;!:;:.-:::; ~A r,;,,• ? ,u/f;,f"'~:,, ;f,,, .t};rfo :&falltlrU!f 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd gmail.com JOB 22-584 SHEET NO '1 OF ___ _ CALCULATED BY PSC DATE 12/7/22 CHECK BY ____ DATE __ _ SCALE 5.2 Lateral Design & Analysis (cont.) Gridline (J) 5 % ( 6352 X 0.05 318 #) 318 lbs. + 0 & V = 12 ft. 26 plf OTF = 238 lbs. ,\c) ~-1\(0 Gridline G) 39 % ( 6352 X 0.39 = 2477 #) 2477 lbs. + 3020 & V = 6 ft. 916 plf ::: /~3 tr.Li:,)~~, Jr' -\,'L OTF 8246 lbs. t.vu. l~P~ $',u./f;,f",1.rtlnt.,o:,, ;/n, ctH!f'o £.peerlhJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis (cont.) Gridline (3) 16 % 8347 X 0.16 = 1336 #) 1336 lbs. + 3020 plf ~ ~t '( io ,r, V = 8.5 ft. 512 -\.L OTF 4612 lbs. 't.v .. JOB 22-584 SHEET NO 'Q OF CALCULATED BY PSC DAT-E--12/7--/22,-- CHECK BY ____ DATE __ _ SCALE ~ \AfX.'b . " t,;, I, .!Ai),U1··~.;n ~1~:,}~i:~~·; {, ,t':; p,..,t M.ri, __ s .... r,;,,,, ~·.., -, $',ru/f;,trl,nen,nm efmi 4o PnJineennJ 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 ) 15 "WIDE CONTIN. FTG W/ 1 -# 4 TOP AND BOTTOM & EMBED. 18 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING JOB 22-584 SHEET NO H OF__.\ .... ) __ CALCULATED BY PSC DATE 12/7/22 CHECK BY ____ DATE __ _ SCALE ASBP = 1500 psf Pa11 = 1500 * ~ "' ~ I . 6.3 PAD DESIGN PI ----------·--·-- 2(D+h) SIZE 30 .,. SQUARE x 12 " THK WI 4 -# 4 EACH WAY 12 12 Pall = 7500 lbs Pmax = 1500 • 3 J P = = 9375 lbs PCSD Engineering 3529 Coastview Court Carlsbad, CA 92010 (760) 207-1885 paul.pcsd@gmail.com Project Title: Engineer: Project ID: Project Descr: Printed: 19 JAN 2023, 10:31 AM I Wood Cotamn LIC#: KW-06016684, Build:20.22.12.28 DESCRIPTION: 4x6 Pst Peso Engineering Project. File: Rldpath.ec6· I (c) ENERCALC INC 1983-2022 Code References Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Analysis Method Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height ( Usea for non-s1et1e1er calculations ) Wood Species Douglas Fir-Larch Wood Grade No.1 Fb + 1000psi Fv Fb-1000psi Ft Fe -Prll 1500 psi Density Fe -Perp 625 psi 9 ft 180 psi 675 psi 31.21 pcf Wood Section Name Wood Gradlng/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly 4x6 Graded Lumber Sawn 3.50 in Allow Stress Modification Factors 5.50 in Cf or Cv for Bending 1.30 19.250 in"2 Cf or Cv for Compresslo 1.10 48.526 in"4 Cf or Cv for Tension 1.30 19.651 in"4 Cm : Wet Use Factor 1.0 Ct : Temperature Fad 1.0 E : Modulus of Elasticity ... x-x Bending y-y Bending Axial Cfu : Flat Use Factor 1.0 Kf: Built-up columns Use Cr : Repetitive ? 1.0 NOS 1532 No Basic 1700 1700 1700 ksi Minimum 620 620 Brace condition for deflection (buckling) along columns : A lied Loads X-X (width) axis : Unbraced Length for buckling ABOUT Y-Y Axis= 9 ft, K Y-Y (depth) axis : Unbraced Length for buckling ABOUT X-X Axis= 9 ft, K Service loads entered. Load Factors will be applied for calculations. Column self weight included: 37.550 lbs* Dead Load Factor AXIAL LOADS ... Axial Load at 9.0 ft, D = 4. 770, Lr= 4.010, L = 0.330 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination 0.9110 : 1 +D+Lr Comp Only, fc/Fc' Governing NOS Forumla Location of max.above base At maximum location values are . Applied Axial Applied Mx Applied My Fe : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results 0.0 ft 8.818 k 0.0 k-ft 0.0 k-ft 502.82 psi 0.0 : 1 +0.600 9.0 ft 0.0 psi 288.0 psi Maximum SERVICE Lateral Load Reactions .. Top along Y-'t 0.0 k Bottom along Y-Y 0.0 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y-Y 0. O in at 0. 0 It above base for load combination : n/a Along X-X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Bending Compression Iensi9n Co Cp Ms!Xi!!!!,H!! 8.llis!I + ~~nQing Stress Ratios Maximum Shear Ratios Load Combination D Only +D+L +D+Lr +D+0. 750Lr+0.750L +D+0.750L +0.600 Maximum Reactions Load Combination DOnly 0.900 0.328 1.000 0.299 1.250 0.244 1.250 0.244 1.150 0.263 1.600 0.193 X-X Axis Reaction @Base @Top Stress Ratio Status Location 0.5122 PASS 0.0ft 0.5411 PASS 0.0ft 0.9110 PASS 0.0ft 0.8330 PASS 0.0 ft 0.5257 PASS 0.0 ft 0.2934 PASS 0.0ft k Y-Y Axis Reaction Axial Reaction @ Base @Top @ Base 4.808 Stress Ratio Status Location 0.0 PASS 9.0 ft 0.0 PASS 9.0 ft 0.0 PASS 9.0 ft 0.0 PASS 9.0 ft 0.0 PASS 9.0 ft 0.0 PASS 9.0 ft Note: Only non-zero reactions are listed. My -End Moments k•ft Mx -End Moments @ Base @ Top @ Base @ Top Wood Column PCSD Engineering 3529 Coasllliew Court Carlsbad, CA 92010 (760) 207-1885 paul.pcsd@gmall.com Project Title: Engineer: Project ID: ProJect Descr: Printed· 19 JAN 2023, 10:31AM Project Rle: Ridpath.ec6· , IC#: -060 6684i4,:-FuU11icl fl:20!02.22.2.1:12f.:.2!88 _________ 7 Fiam1Erringlginiiieieenrnnigg ____________ (c(cfei~~[ci~T188i8i33-~200:2i22 DESCRIPTION: 4x6 Pst Maximum Reactions Load Combination +D+L +D+Lr +D+0. 750Lr+0. 750L +D+0.750L +0.60D Lr Only L Only X-X Axis Reaction @Base @Top k Y-Y Axis Reaction @Base @Top Axial Reaction @Base 5.138 8.818 8.063 5.055 2.885 4.010 0.330 Note: Only non-zero reactions are listed. My -End Moments k-ft Mx -End Moments @ Base @ Top @ Base @ Top Maximum Deflections for Load Combinations Load Combination DOnly +D+L +D+Lr +D+0.750Lr+0.750L +D+0.750L +0.600 Lr Only LOnly Sketches Max. X-X Deflection 0.0000in 0.0000In 0.0000in 0.0OO0in o.oooorn 0.0000in 0.0000in 0.0000In 3.50 in Distance 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft +X Max. Y-Y Deflection o.ooo rn 0.000in 0.000in 0.000 in o.ooorn 0.000in 0.0OOln 0.000In Distance a • t 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft 0.000ft .....