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1355 BUENA VISTA WAY; ; CBR2022-2074; Permit
Building Permit Finaled Residential Permit PrintDate:07/03/2024 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: 1355 BUENA VISTA WAY, CARLSBAD, CA 92008-1536 BLDG-Residential Work Class: 1562312000 Track#: $67,306.10 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Sprinkled: No Project Title: Addition Permit No: Status: {"cityof Carlsbad CBR2022-2074 Closed -Finaled Applied: 06/14/2022 Issued: 09/14/2022 Fina led Close Out: 07/03/2024 Final Inspection: 04/08/2024 INSPECTOR: Alvarado, Tony Description: 1355 BUENA VISTA WAY: (300 SF) LIVING ROOM ADDITION, REMODEL AND (445 SF) GARAGE ADDITION Applicant: SUMMERLAND DESIGNS SUSAN BERNARD 1385 BUENA VISTA WAY CARLSBAD, CA 92008-1536 (760) 212-8837 FEE ATTACHED ACCESSORY & UTILITY USES ATTACHED ACCESSORY & UTILITY USES BUILDING PLAN CHECK BUILDING PLAN CHECK Property Owner: SPRITE CAPITAL LLC 1355 BUENA VISTA WAY CARLSBAD, CA 92008-1536 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS {LDE) BUILDING PLAN REVIEW -MINOR PROJECTS {PLN) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 -GREEN BUILDING STATE STANDARDS FEE SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $7,411.98 Total Payments To Date: $7,411.98 Balance Due: AMOUNT $793.90 $793.90 $1,271.34 $1,271.34 $194.00 $194.00 $98.00 $98.00 $175.00 $175.00 $3.00 $3.00 $1,162.00 $1,162.00 $8.75 $8.75 $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 t he 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 ~ar1suau B-1 .,'--ueP.0s1Cl?JJ'Z 2.D 2-Z ... zo~ t1~--f>~ ~~ 30,. 11) ,ploi,i .,, ' 3 ~ .. Job Address t 3 5 5 f2ye~ V,s ~ WCl.<,7 Unit: _____ APN: __________ _ CT/Project #: __________________ lot #: ____ Year Built: _________ _ BRIEF DESCRIPTION OF WORK: L ;' VI f.T e. u Ci,)_,;_, > ~ ""\'-tS ♦ SF- 0 New SF: Living SF, ·c3cX) Deck SF, ___ Patio SF, ____ Garage SF '-/ i,.,/S- ls this to create an Accessory Dwelling Unit? O Y o N New Fireplace? O YON, if yes how many? ___ _ ~ Remodel: 3(l(J SF of affected area Is the area a conversion or change ofuse? 0 Y • N l 4S SQ "to, A L. 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ 0 Solar: ___ KW, ___ Modules, Mounted:QRoofQGround, Tilt: 0Y0N, RMA:OYO N, Battery:0Y0> N, Panel Upgrade: Ov ON Other: PRIMARY APPLICANT "12 Name: S ii E--o& R, 1VAR.D Address: / '355: f3::0e t½S,, l/1Sh\ Wc;u1 City: CM?S. BA:4 State: CA Zip: q 2. "" S: PROPERTY OWNER Name:_.-3;..;:;u~£_....;,;73~£;;;......;:aR ... JJ=-YA:~i2_.i;i):;.._ ____ _ Address: J 3 5 5 i;n, e ~ V 1 5 l¾ \;y' c~ ' C. B I) State: ( P.. Zip: Cz ~o ,1R City: Phone: 76tJ -2-12... -ff'.j 3 7 Phone: 7 0 () -2-6 ,_ -&3-3 7 Email: S u Sv\ft @ Sur"'fr,de, (0,1,4 Email: S u .s A N ~., Sc./ flF R.. I DE , < t"'W--.. DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: __________________ Business Name: ________________ _ Address: Address: _________________ _ City: ________ .State: ___ .Zip: ____ _ City: _______ .State: ___ .Zip: ______ _ Phone: _________________ _ Phone: __________________ _ Email: _________________ _ Email: __________________ _ Architect State License: ___________ _ CSLB License #:. _______ Class: ______ _ carlsbad Business license # (Required):. _______ _ APPLICANT CERT/FICA TION: I certify that I hove read the application and state that the ooove informot,on ,s correct and that the information of the plans ts accurate. I agree to comply with all Gty ordinances and State lows relating to building construction. NAME (PRINT): 3 LJE. B~ ~--tJA RD 1635 Faraday Ave Carlsbad, CA 92008 SIGN:...: _c--1_ 1 __.7'-+''f1:_J..w:1<~_::-_-_ -_ -_ -_ -_DATE:_S___._(_11 __ /,__-z._"L_ Ph: 442-339-2719 Email: Buil.l!!_n~<;,iiJib~dcJJ,;OV REV. 04122 (OPTION A): LICENSED CONTRACTOR DECLARATION. lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full force and ef feet. I alsoaf firm under penalty of perjury one of the following declarations (CHOOSE ONE): 0 I have and will ma1ntam a certificate of consent to self-msure for workers' compensation provided by Section 3700 of the Labor Code, lor the performance of the work which this permit is issued. PohcyNo. -OR-O I have and will maintain worker's compensat10n, as required by Section 3700 of the Labor Code, for the performance or the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name:_ Policy No. _____________________________ Expiration Dat e: ________________ _ -OR-O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become sub,ect to the workers' compensation Laws of California. WARNING: Failure to secure worl<ers compellSiltlon 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. CONSTRY.01ON LENDING AGENCY, IF AN'{: I hereby affirm that there 1s 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 bwld1ngs, structures, access roads, and ut1llt1es/ulllity easements All proposed modifications and/or additions are clearly labeled on the site plan Ally patent1ally existing detail within these plans inconsistent with the site plan are not app<oved for constructJoo and may be required lo be altered or removed. The city's approval of lhe application is based on the prem,se that the submitted documents and plans show the correct dimensions of; the property, bu~dings. structu1 es and their setbacks from property Imes and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stat"'1 i5 twe 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 ex,sting on the property were completed 1n accordance with all regulations in <!existence at the time of their construction, unless othefw1se noted. NAME (PRINT): Note: If the person signing above is an authorized agent for the contractor rovide a letter of authorization on contractor letterhead. __________ SIGNATURE: __________ DATE: ______ _ (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the f ollowing reason: IX 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 1s sold w1th1n one year of completion, the owner-builder will have the burden of proving that he did not build or improve tor the purpose of sale). -0 1{-o I, as owner of the property, am exclusrvely contracting with licensed contractors to construct the pro1ect (Sec. 7044, Business and Professions Code: The Contractor's License Law d()('S not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: ~ FORM B 61 HOwner Build@f Acknowledgement and Verification Form" 1s required for any permit Issued to a property owner By my signature below I acknowledge that, except for my personal residence 1n 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 be!'n constructed m its entirety by licensed contractors. I understand that a copy of theopplicoble low, Section 7044 of the Business and ProfessioosCode, isovailobleupon request when this application is submitted orat the following Website: http:/ l www.leginfo.ca.gov/calaw.html. OINNER CERT/FICA TION The applicant certifies that all documents and plam. clearly and accurately show all 4!!Xisting and proposed building5, structures, access roads, and utiht1es/u111ity easements All proposed modifications and/or additions Me clearly labeled on the site plan. At>y patentlally existing detail w,th1n these plans inconsistent with the site plan are not approved lo, construction and may be rf!quired 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 uuilties. The existing and proposed use of each building as stated 1s true and correct, all easements and other encumbrances to develapment have been accurately shown and labeled as well as all on-site grading/site pr~arauon. All 1mprovem1>nts e.1stmg on the praperty were completed in accordance w,th all regulations 1n existence at th<!! time of their construct1on, unless otherwi~ noted :~'.':~PRINT): • .:'..t;;;-,!~! ~ D s~:;,_.~ ,_?.ATE: ? 11 7 h-~ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 2 REV. 04/22 Carlsbad FORM B-61 OWNER-BUILDER ACKNOWLEDGMENT FORM 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner builder of the property located at: Site Addres~ / 3 CJ 5 The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form to inform you of the responsibilities and the possible risks associated with typical construction activities Issued in your name as the Owner-Builder. The City will not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and It Is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform the property owner of his/her obligations related to the requested permit activities. I. '=1fz__1 understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 11. ~I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed contractor to assume this responsibility. Ill. $_1 understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own. IV. ~I understand contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. v. ~I understand if I employ or otherwise engage any persons, other than California licensed contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. REV. 08/20 VI. VIL VIII. IX. ~I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. CKJ I understand under California Contractors' State License Law, an Owner-Builder who builds single-family r~ntial structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building contractor. ~ I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) which result from any latent construction defects in the workmanship or materials. [if!_ 1 understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand t may contact the California Contractors' State License Board (CSLB) at 1-800-321 CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. X. ~I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand tnat I am the party legally and financially responsible for proposed construction activity at the following address: /3SC5 Qt11.o-,,,_ V,5-fv.. W'½-1, (14.,y /st?~. CA clzuof XI. ~I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner Builders as well as employers. XII. ~I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone whc does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractor!> are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. I dee/ore under penalty of perJury that I hove read ond understand o/1 of the mformot1on provided on this form ond that my responses, including my outhor,ty to sign this form, is true ond correct I om owore that I hove the option to consult with /ego/ counsel pr,or to s,gnmg this form. ond I novl' either (1) consulted with /ego/ counsel prior to signing this form or (2) hove waived this right ,n signing this form without the odv1ce of /ego/ counsel. SJc-~e.12-.vAtu Property Owner Name (PRINT) C-,.'~ Pr~y Owner Signature 2 REV. 08/20 Building Permit Inspection History Finaled (City of Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-2074) Permit Type: BLDG-Residential Application Date: 06/14/2022 Owner: SPRITE CAPITAL LLC Work Class: Addition Issue Date: 09/14/2022 Subdivision: Status: Closed -Finaled Expiration Date: 10/28/2024 Address: 1355 BUENA VISTA WAY IVR Number: 41302 CARLSBAD, CA 92008-153(> Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 11/03/2022 11/03/2022 BLDG-11 195622-2022 Partial Pass Tony Alvarado Reinspection Incomplete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency November 2, 2022: Yes 1. Informed owner builder, new footings for a new room addition, located at the front elevation of dwelling, scope of work, does not require geotechnical/soils engineer certification letter for footing bottoms. BLDG-12 Steel/Bond 195621-2022 Failed Tony Alvarado Relnspectlon Incomplete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Scope of work not ready for garage grade No beam/bond beam steel reinforcement inspection. BLDG-SW-Pre-Con 195690-2022 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency November 2, 2022: City Of Carlsbad Yes preconstruction meeting guidelines-approved. 11/28/2022 11/28/2022 BLDG-11 197312-2022 Passed Tony Alvarado Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency November 23, 2022. Yes 1. Slab/figs., steel reinforcement with special inspection report-approved. 12/19/2022 12/19/2022 BLDG-83 Roof Sheating, 199182-2022 Partial Pass Tony Alvarado Reinspection Incomplete Exterior Shear (13, 15) Wednesday, July 3, 2024 Page 1 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2074) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 06/14/2022 Owner: SPRITE CAPITAL LLC Issue Date: 09/14/2022 Subdivision: Expiration Date: 10/28/2024 Address: 1355 BUENA VISTA WAY CARLSBAD, CA 92008-1536 IVR Number: 41302 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item BLDG-13 Shear Panels-HD (ok to wrap) BLDG-15 Roof Sheathing-Reroof COMMENTS December 19, 2022: 1. As built revised plans required, prior to moving forward with building inspections. Informed owner Susan and contractor representative. 2. Plywood Shurwall nailing, per sheer wall schedule N approved. 3. Plywood roof sheathing nailing her roof nailing schedule -partial pass. (a) Perimeter freeze block/load path, 2xblocking at perimeter top plate and roof plywood diaphragm missing, not installed. Informed contractor representative, engineer needs to review and provide detail reflecting as built site conditions or install new 2x freeze block for perimeter shear nailing. December 19, 2022: 1. As built revised plans required, prior to moving forward with building inspections. Informed owner Susan and contractor representative. 2. Plywood Shurwall nailing, per sheer wall schedule N approved. 3. Plywood roof sheathing nailing her roof nailing schedule -partial pass. (a) Perimeter freeze block/load path, 2xblocking at perimeter top plate and roof plywood diaphragm missing, not installed. Informed contractor representative, engineer needs to review and provide detail reflecting as built site conditions or install new 2x freeze block for perimeter shear nailing. 12/20/2022 12/20/2022 BLDG-14 199191-2022 Failed Tony Alvarado Wednesday, July 3, 2024 Frame/Steel/Bolting/We lding (Decks) Passed Yes Yes Reinspection Incomplete Page 2 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2074) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 06/14/2022 Owner: SPRITE CAPITAL LLC Issue Date: 09/14/2022 Subdivision: Expiration Date: 10/28/2024 IVR Number: 41302 Address: 1355 BUENA VISTA WAY CARLSBAD, CA 92008-1536 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 04/08/2024 Checklist Item BLDG-Building Deficiency COMMENTS December 20, 2022: (Failed). 1. Informed homeowner, contractor representative and architectural draft's person/designer. 2. Architectural structural approved plans do not reflect as-built site conditions. 3. Garage area ceiling T Jl's joist wrong direction. 4. Living in family room area does not indicate storage above or depicts floor joist/ceiling joists. 5. Balloon frame, vaulted ceiling, above living room location, roof plywood diaphragm does not have freeze block between 2 x 8 conventional frame roof rafters, for continuous perimeter plywood roof diaphragm load path and nailing connection .. 6. Need plans revised and approved as-built plans, prior to rough combination building inspection. 04/08/2024 BLDG-Final Inspection Checklist Item 244504-2024 COMMENTS Passed Tony Alvarado BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-SW-Inspection Checklist Item 244505-2024 COMMENTS Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Passed Tony Alvarado Wednesday, July 3, 2024 Passed No Passed Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Yes Yes Complete Complete Page 3 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2074) Permit Type: BLDG-Residential Work Class: Addition Application Date: 06/14/2022 Owner: SPRITE CAPITAL LLC Issue Date: 09/14/2022 Subdivision: Status: Scheduled Date 04/29/2024 Closed -Finaled Expiration Date: 10/28/2024 Address: 1355 BUENA VISTA WAY CARLSBAD, CA 92008-1536 IVR Number: 41302 Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Start Date Status Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 04/29/2024 BLDG-34 Rough 246858-2024 Partial Pass Tony Alvarado Reinspection Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Two smoke detectors missing one in 2nd. Yes Level storage ceiling and one in bedroom second floor level front of bedroom hallway location. Informed owner representative Sue. BLDG-84 Rough 246628-2024 Passed Tony Alvarado Combo(14,24,34,44) 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 Inspection Incomplete Complete BLDG-SW-Inspection 246856-2024 Partial Pass Tony Alvarado Reinspection Incomplete Wednesday, July 3, 2024 Page 4 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2074) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 06/14/2022 Issue Date: 09/14/2022 Expiration Date: 10/28/2024 IVR Number: 41302 Owner: SPRITE CAPITAL LLC Subdivision: Address: 1355 BUENA VISTA WAY CARLSBAD, CA 92008-1536 Sch eduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 04/30/2024 06/17/2024 Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 04/30/2024 BLDG-Final Inspection Checklist Item 246918-2024 COMMENTS Partial Pass Tony Alvarado BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Checklist Item BLDG-Building Deficiency 1. B-59 waste recycle form required. 2. Two smoke detectors missing at second level, storage room, location, and hallway, a bedroom. COMMENTS Final inspection -partial pass. 1. B -59 recycle waste management form -required (not completed). 2. Two smoke/alarm fire detectors missing in new storage second floor, location, loft area, and second level hallway in front of bedrooms required. 3. Second story, window sill is less than 24 inches above floor level required fall protection. 4. Main electrical service panel, required a circuit, breaker, blank plate installed. 5. Informed homeowner representative. Sue what is required for final inspection. Note: Above the garage location no gable roof, architectural, elevation per plan was omitted. Flat roof system constructed with appropriate roof slope per as built site condition-OK. 06/17/2024 BLDG-Final Inspection 252000-2024 Passed Tony Alvarado Wednesday, July 3, 2024 Passed Yes Yes Yes Yes Yes Yes Yes Reinspection Incomplete Passed Yes Yes Yes Yes Yes Passed Yes Complete Page 5 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2074) Permit Type: Work Class: Status: Scheduled Date BLDG-Residential Addition Closed -Finaled Actual Inspection Type Start Date Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Wednesday, July 3, 2024 Application Date: 06/14/2022 Owner: SPRITE CAPITAL LLC Issue Date: 09/14/2022 Subdivision: Expiration Date: 10/28/2024 Address: 1355 BUENA VISTA WAY IVR Number: 41302 CARLSBAD, CA 92008-1536 Inspection No. Inspection Primary Inspector Reinspection Inspection Status COMMENTS Final inspection -June 17. 2024. 1. B -59 recycle waste management form -Approved. 2. Two smoke/alarm fire detectors missing in new storage second floor, location, loft area, and second level hallway in front of bedrooms-Verified and Approved. 3. Second story, window sill is LESS than 24 inches above floor level required fall protection-New fall protection device installed and verified-Approved. 4. Main electrical service panel, required a circuit, breaker, blank plate installed-Approved. Passed Yes Yes Yes Yes Page 6 of 6 Trt1e North COt.iPI IANCll SERVICES August 30, 2022 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Pennit No: CBR2022-2074 True North No.: 22-018-035 Carlsbad, CA 92008 Plan Review: Residential Addition Address: 1355 Buena Vista Way, Carlsbad, CA Applicant Name: Sue Bernard Applicant Email: susan@surfride.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R3 Occupant Load: NI A Type of Construction: VB Sprinklers: No Stories: 1 Area of Work -Garage (sq. ft.): 445 sq. ft. Area of Work -Dwelling Addition (sq. ft.): 300 sq. ft. Area of Work -Patio Cover (sq. ft.): 150 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the )Project referenced above on behalf of the City of Carlsbad: 1. Drawings: One (1) copy dated August 15, 2022, by SAA VEDRA&CO. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i .e., 2018 IBC, UMC, UPC, and 2017 NEC, as amended by the State of California), 2019 California Green Building Standards Code, 2019 California Existing Building Code, and 2019 California Energy Code, as applicable, were used as the basis of our 1eview. 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: Bryan Montes -Plan Review Engineer True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 116, Long Beach, CA 90807 TI 562. 733.8030 PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 T Structural Design Calculations Residential Addition Client Saavedra & Co. Project 1355 Buena Vista Way Carlsbad, CA 92008 ( \ f:'.\ r h . ' n.,J l ?°Au ( c!,h,ri.st"t.14J;.,. 5 t'-H P it.')" z,,.,.,,.,.,,_,.,·,.., CBR2022-207 4 August 9 PCSD File# 1355 BUENA VISTA WAY 1355 BUENA VISTA WAY: (300 SF) LIVING ROOM ADDITIOI (300 SF) REMODEL AND (445 SF) GARAGE ADDITION 1562312000 8/17/2022 CBR2022-207 4 Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: 1355 Buena Vista Way 22-370 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: OF-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 OSB (U.N.O.) Engineered Framing Wood I-Joists: TJI 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Concrete: Concrete Block: Mortar: Grout: LVL, PSL Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Min. f'm = 1800 psi @ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91 , Min. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade 8, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade 8, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Botls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) d5 gu_/f;',tr/de.nJOh &lllt 151,-c £rfaeerl.nJ 3529 Coastview Ct-Carlsbad, CA 92010 JOB 22-370 SHEET NO ]... OF -----CALCULATED BY PSC DATE 8/9/22 CHECK BY _____ DATE ___ _ 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. fn sulation and Misc. !oL = }\L = Total Load = 2.2 Roof {w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists loL = }:LL= Total Load = 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls koL = ~LL = Total Load = Exterior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. ---T 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 11.0 psf 20.0 psf 31.0 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 Wa11 1/2" Gyp. Bd. (2 Sides) 2x4 Studs@ 16" o.c. Misc. 4.6 psf l.l psf 2.3 psf 8.0 psf c?5qu_/'{;,trfdehJ'Oh &mt .tfz,-o hJlheed:nJ 3529 Coastvlew Ct -Carlsbad, CA 92010 JOB SHEET NO 22-370 ~ OF -----PSC DATE 8/9/22 DATE CALCULATED BY CHECK BY 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. I oL = 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 = >.Kzrl*Ps30 (ASCE 7-16 -Equation 28.5-1) P = 26.6 psf P = 16.0 psf (•0.6 -ASD) 2.7 Seismic SMs = 1.256 Sos = (2/3) SMs S05 = 0.838 Sos Cs = (R/T) Cs = 0.1 29 USE: v~ 0.129 WoL ASD BASE SHEAR V ASD C,Wor. 1.4 (11.4.5) >. = 1.00 Kzt = 1.00 s = s F = a R= h = n (fig.28.5.1-Ps30= (fig. 26.8-1) 1 = 26.6 psf 1.0 USGS APPLlCA TION 1.047 s,= 0.380 1.20 F = V 0.00 6.5 f = 1.00 25.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY S, <0.1S s, > 0.04 Ss>o.u (11.6 ASCE 7-16) (l 1.4.2 ASCE 7-16) (fig. 28.5-1 ) (table 1.5-2) T. =c t• (ho)°·15 = 0.224 Ts = S01/S0 5 • 0 k = 1.0 ::qn. l 2.8-1 Not 0 1 Ta<0.5 Seismic Design Category: D 818122, 8:36 AM U.S. Seismic Design Maps Buena Vista 1355 Buena Vista Way, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1685379, -117.3422517 '\\. \\~ , \i ~ Buena Vista ·:\\ ~~' \\ Y Elementary Scl100I • ,\, ~ 'i \ ' t . ' \\\ \\ \ 1-.\ ft 4 Hait~?i\~·.T • \ '\'\ ' 0Carlsbad \· ",\-, • .. Y Children's Garden \ \\ -"9-Buena Vista Reservoir Park , , J 0 ft James Allyn I Real ' \ ~\\% T Estate Photographer \\,\0~ Cynthia Ln M 3 \ ~\ ,, Beachside Poof S:ervice q ;<:t ~ 0 0 0. (/) Google Date 1 Design Code Reference Document Risk Category Site Class Type Value Ss 1.047 S1 0.38 SMs 1.257 SMI null -See Section 11.4 .8 , Sos D.838 So1 null -See Section 11 .4 .8 Type Value soc null -See Section 11.4 .8 , Fa 1.2 Fv null -See Section 11.4 .8 PGA 0.46 FPGA 1,2 'PGAM 0.552 TL 8 SsRT 1.047 SsUH 1.168 'SsD 1.5 S1RT 0.38 S1UH 0.419 S1D 0.6 PGAd 0.545 PGAuH 0.46 https://www.seismicmaps.org ----··· ·---- Knowles Ave .... Description 818/2022, 8:35:57 AM ASCE7-16 II D • Default (See Section 11.4.3) MCER ground motion. (foc 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numelic saJsmlc design value al D.2 sacond SA Numeric seismic design value al 1.0 second SA Seismic design category Site amplification factor at 0:2 second Site amplification factor al 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds ProbabilisUc risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability or exceedance In 50 years) spectral acceleration Factored deterministic acceleration varue. (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 • :.i!FOR TEWEB' MEMBER REPORT Roof Framing, (RR· 1) Rafters 1 piece(s) 2 x 8 DF No.2 @ 24" OC Sloped length: 12' 2 1/2" 0 12 41 11' Ii) All locations are measured from the outside race or left support (or left cantilever end). All dimensions are horizontal. Design R~ult15 .. :''. ,, .l ' •. 'Ac;tual o ~ ,!,; '•:~? Alk>'!•f • ~~ Msu1t :;:, :/·. ' l.Df ,c, ~~: Coniblnatlo'n (P$tir'n),; ~-},;,\:t, Member Reaction (lbs) 415@ 2 1/2" 3281 (3.50") Passed (13%) .. 1.0 D + 1.0 Lr (All Spans) Shear (lbs) 353@ 10 3/B" 1631 Passed (22%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft·lbs) 1116@ 5' 9 1/2" 1700 Passed (66%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Def!. (In) 0.204 @ 5' 9 1/2" 0.589 Passed (1/692) .. 1.0 D + 1.0 Lr {All Spans) Total Load Defl. (In) 0.365 @ 5' 9 1/2" 0.785 Passed (1/387) .. 1.0 D + 1.0 Lr {All Spans) • Del1ection crtterla: Ll ( l/240) and Tl ( l/ 180). • Allowed moment does not renect the adjustment for the beam mbility factor. • A 15% Increase In the moment ci,paclty has been added to account for repeti~ve member usage. • Applieable calculations are based on NOS. 1 • Be-;eled Plate • OF 2 • Beveled Plate • OF 3.50" 3.50" 1.50" 183 • llloddog Panels are assumed to cany no loads applied directly above them and the full load ts applied to the member being designed. Top Edge {Lu) 8' 9" o/c Bottom Edge (Lu) 12' 3" o/c •Ma>dmum allowable bracing lntetVals based on applied load. .,,~·· .,,co:90>.t. J _ ~ . . , 15.Q 20.0 Oefault Load PASSED Li/ Member LenQth : 12' 4 15/ 16" System : Roof Membet Type ! Joist Building USe : Resldentlal Building Code : !BC 2018 Design Methodology : ASO Member Pitch : 4/12 Weyertiaeuser warrants that the sizing of Its products will be In accordance with Weyemaeuser product design afterla and publlshed design values. Weyerhaeuser expressly disclaims any other warranties related to the software. USe of this software Is not Intended to circumvent the need for a design professlonal as determined by the authority having JuMsdlctlon. Toe designer of record, bulkier or l'ramer Is responsible to assure that this calculation is compatible with the oo;erall project. Aecessor1es (Rim Board, 8locklog Panels and Squash lllod<s) are not designed by this sotlware. Products manufactured at Weyerhaeuser fadl/tles are third-party certified to sustainable forestry standards. Weyemaeuser Engineered Lumber Products have been evaluated by !CC·ES under evaluation reports ESR· ll53 and ESR· 1387 and/or tested In aax>rdance with aDPllcable ASl'M standards. For current code evaluation report<, Weyerhaeuser product llterature and installatlon details refer to www.weve,t,,,euser.com/woodproduets/document·llbn,ry. The product appllcatlon, Input design loads, dimensions and support Information have been provided by ForteWEB Software Operator Fot1eWEB Software Operator Job Noles Paul Clv1stenson PCSo Engineering (760) 207-1885 A paul.pcsd@omall.com Wcyt"rh.1aLScr 8/9/2022 8: 11 :44 PM UTC ForteWEB v3.4, Engine: VB.2.2.122, Data: VB.1.2.2 File Name: Buena V\sta Andres Page l/1 ~FORTE WEB MEMBER REPORT Roof Framing, (RDJ-1) Roof Deck Jst 2 piece(s) 2 X 12 DF No.2 @ 16n 0C Overall Length: 19' 9' 19' 2· OJ All locations are measured from the outside face of left support ( or left cantilever end). All dimensions are horizontal. Peslan Res)llti ~. •:• ·~ ~1o (pcation'"'. All.Owed '.,:; Retult ,-., ... 1! Li:if( ,Loilll:'combliiatfun CPattmm) )t;!' ~, ,r;"· Member Reaction (lbs) 977@ 2 1/2" 4219 (2.25") Passed (23%) --1.0 D + 1.0 L (All Spans) Shear (lbs) 865 @ 1' 2 3/4" 4050 Passed (21 % ) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 46n @ 9• 10 112· 5458 Passed (86%) 1.00 LO D + 1.0 L (All Spans) Live Load Defl. (In) 0.442 @ 9' 10 1/2" 0.483 Passed (L/525) --1.0 D + 1.0 L (All Spans) Total Load oen. (In) 0.552 @ 9' 10 1/2" 0.967 Passed (L/420) --1.0 D + 1.0 L (All Spans) Tl-Pro'" Rating N/A N/A N/A --N/A • Deflection criteria: LL (L/480) and TL (L/240), • Allowed moment does not reflect the il<l)ustment for the beam stilboNty factor. • A 15% Increase In the moment capacity has been added to accoont for repet/!Jlle member usage. • Applicable calculations are based on NOS. • No composite action between deck and joist was considered In analysis. tvatlable llequlri!d o.t. Fh!or '-'" ,~ l • Stud wall • OF 3.50" 2.25" I.SO" 197 790 987 I 1/4" Rim Board 2 -Stud wan -OF 3.50" 2.25" I.SO" 197 790 987 I 1/4" Rim Board • Rim Board Is assumed to carry all loads applied directly above It, bypassing the member being designed. Top Edge (Lu} 8' 1• o/c Bottom Edge (Lu) 19' r ofc •Maximum allowable bracing Intervals based on applied load. -'>Dead ~Uft ~.!cto.to>r,,' ~ , (1,111!) ,. , ~-ti/\ I • Unlfonn (PSF} 0 to 19' 9" 16" 15.0 60.0 Default Load PASSED bl System : Floor Member Type : Joist Bllilding Use : Residential Building Code; IBC 2018 Design Methodology : ASO Weyerhaeuser warrants that the sizing of Its products WiU be In a<XO!'Clance with WeyerhaCYser product design criteria and pubolshed design values. Weyerhaeuser e,cpressty dlsdalms any O\her warranties related to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authonty having jurisdiction. The destgne, of record, builder or framer Is responslboe to assure thal this c.alculatlon Is compatible with the overall project. Ao::essories (Rim Board, Bjockfng Panels and Squash Blocks) are not designed by this software. Products ma 1ufactured at Weyerhaeuser fadlltles are third-party certified to sustalnable forestry standards. WeyerhaCYser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR· 1153 and ESR· 1387 ar.d/or tested In acoordance with appllcable AS™ standards. For am-.nt code evaluation reports, Weyemaeuser product flll!ratu,e and fnstillfatlon de!lllls refer to www.weyemaeuser.com/woodproducts/document-flbrary. The product appllcatlon, Input design IOads, dimensions and support Information have been provided by ForteWEB Software Operator ForteWEB Software Oj:Mntor Job Notes Paul Olnstenson PCSD Engineering (760) 207· 1885 A paul.pcsd@gmall.com ~rh.iruser 8/9/2022 ll:32:35 PM UTC ForteWEB v3.4, Engine: VB.2.2.122, Data: VB.1.2.2 File Name: Suma Vista Andres Page 1 / 1 • ~IFORTEWEB MEMBER REPORT Roof Framing, (RDJ-lA) Roof Deck Jst (JI.\;\:) 1 piece(s) 11 7 /8" TJI@ 560 @ 16" OC Overall length: 19' 9' 0 All locations are measured from the outside fare of left support (or left cantilever end). All dimensions are hortzontal. a.Ian R«.ults' • • -'"'Adi.I O~ '. j Al'°""ed "''. lleli,_11:' .. • ~-'~-~ '. U>F-'.' )'.o.li, Co,nblnatlCNi (Piiif'!ful:~:"'.;)•~'.i • ~' ~ Member Reactlon (lbs) 977 @ 2 1/2" 1396 (2.25") Passed (70%) 1.00 1.0 D + 1.0 L (All Spans) Shear (lbs) 958 @ 3 1/2" 2050 Passed (47%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 4672 @ 9' 10 1/2" 9500 Passed (49%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (In) 0.406 @ 9' 10 1/2" 0.483 Passed (l/571) --l .0 D + 1.0 L (All Spans) Total Load Den. (in) 0.508 @ 9' 10 1/2" 0.967 Passed (l/457) --1.0 D + 1.0 L (All Spans) Tl-Pro~ Rating 47 40 Passed .. -- • Deflection criteria: LL {l/480) and 11. (l/240). • Allowed moment does not reRect the ad)ustment for the beam stabllltv factor. • A structural analysis of the deck has not been performed. • Oeflectlon analysis Is based on composite action with a single layer or 23/32" Wevernaeuser Edge'" Panel (21" Span Rating) that Is glued and nailed down. • Additional considerations for the T),f>ro'" Rating Include: None, 1 • Stud wall • OF 3.50" 2.25" 1.75" 197 790 2 -Stud wall -OF 3.50' 2.25' 1.75' 197 790 • Rim Board Is assumed to carry aR loads applied directly abovt I~ bypassing the member being designed, Top Edge (w) 8' 2' o/c 8ottom Edge (w) 19' 7" o/C •TJI Joists are only analyzed using Maldmum Allowable bracing solutions. •Maximum allowable b<acing Intervals based on applied load. I • Uniform {PSF) 0 to 19' 9" 15.0 60.0 987 l 1/4' Rim Board 987 1 1/1" Rim Board PASSED System : Floor Member Type : Joist Bulldlng Use : Residential Building Code : !BC 2018 Design Methodology : ~o w-r:Notes • .;-_ • ,;, ·.. ·"'" ...... ; lit-:-. /:-··•_":' / !:.'. !..._. • •• ~:-": -_ • .. ~, ,_ ~ Weyerhaeuser warrants that the sizing of Its products will be In aCIX>rdance with W~euser product design cr1terla and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. use of this software Is not Intended to circumvent the need ror a design professional as determined by the authority having Jurisdiction. The designer of record, bulld.!r or framer Is responSlble ID assure that this calrulallon Is oompatlble with the overall project. Accessories (Rim Board, BIOcklng Panels and Squash Blocl<s) are not designed by this software. Products manufactured at Weyemaeuser fadlltles are third-party certified to sustainable f'orestJy standards. Weyerhaeuser Englnttred wrnber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 Md ESR-1387 and/or tested In aa:ordance with applicable ASrM standards. For current code evaluation reports, Weyerhaeuser product llteral\Jre and Installation details refer ID www.weyemaeuser.com/woodproducts/document:-hb<ary. The product appllcabon, Input design loads, dlmenSlons and support Information have been pro,,1ded by ForteWEB Software Operator ForteWEB Software Operator Job Notlff Paul Olrlstenson PCSO Engineering (760) 207-1885 A paul.pcsdOOmall.com Wey,rh=ser 8/9/2022 8:33:53 PM UTC ForteWEB v3.4, Engine: VB.2.2.122, Data: VB.1.2.2 File Name: Buena Vista Andres Page 1 / 1 :..!FORTE WEB. MEMBER REPORT Roof Framing, (RB-1) Ridge Bm 1 plece(s) 3 1/2" x 11 7 /8" 2.2E Parallam® PSL Ow,rali Length: 15' 3· + 0 All locatlons are measured from the outside face of left support (or left cantilever end). All dlmenSlons are horizontal. Deslan Result5,li;;" ... • A~I O ,..,.,.11011 ?{: •. Al~·•-:·;> ''li.,.i,1(.'.· ,_. .. , • 'tDF•·• U.d: Comtlii!iitlon (Pati.m). '-~/ Member Reaction (lbs) 2692@ 2" 7656 (3.50") Passed (35%) --1.0 D + 1.0 Lr (All Spans) Shear {lbs) 2239 @ 1' 3 3/8" 10044 Passed (22%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 9818 @ 7 7 1(2" 24878 Passed (39%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (In) 0.221 @ 7 7 1/2" 0.746 Passed (l/809) --1.0 D + 1.0 Lr (All Spans) Total Load Den. (In) 0.391 @ 7' 7 1/2" 0.994 Passed (l/4S8) --1.0 D + 1.0 Lr (All Spans) • Deflection criteria: LL (lJ2◄0) ancfil (1/180). • Allowed moment does not renect the adjustment for the beam stability factor. l -Column -OF 3.50" 1.50• 1167 1525 2692 Blodclng 2 -Column -OF 3.50" 3.50" I.SO" 1167 1525 2692 Bloeklng • Blocking Panels are assumed to carry no loads applied direc11y above them and the full load is applied to the member being designed. Top Edge (Lu) Bottom Edge (Lu) 15' 3" o/c •Maximum allowable bracing inte<Vals based on applied load. '~ ~'· ~\~t :~ ~ N/A 13.0 HT H.O 20.0 Default Load ~f PASSED 0 System : Roof Member Type : Drop Beam Building Use : Residential Building Code: lBC 2018 Design Methoclology : ASO Member Pitch : 0/12 Weyerhaeuser warrants that the slling of Its products wlll be In aa:cfdarce with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warrantles related to the softwore. Use of this software is not Intended to circumvent the need tor a deslon professional as determined by the authority having Jur1sdk:tlon. Toe designer of record, builder or Framer IS responsible to assure that this calaJlatlon is compatlble with the overall p,oject. Aecesso<les (Rim Board, Blocking Panels and Squash Blocks) are not designed t,y this software. Products manufactured at Weyerhaeuser facilrties are third-party certified to surainable forest,y standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluatlon reports ESR· l 153 and ESR-1387 and/or tested In accordance wttl1 ai:,,llcable /\STl'\ standards. For CUTTent code ~-rep:,ns, -weyemaeuser product ~ and ,_on delalls n!ll!r to www.weyerhaeuser.com/woodproducts/dQCument·llbrary. The product application, input design loads, dimensions and support lnfonnation have been provided by ForteWES Software Operator -ForteWEB Software Operator Job Notes Paul Christenson PCSD Engl~ng (760) 207-1885 A paul.pcsd@gmaU.com Wcytrha=r 8/9/2022 0:24:59 PM LTTC ForteWEB v3.4, Engine: VB.2.2.122, Data: VB.1.2.2 File Name: Buena Vista Andres Page 1 / 1 • ~FORTEWEB~ MEMBER REPORT PASSED Roof Framing, (RB-2) Hdr Bm 1 piece(s) 51/4" x 11 7/8" 2,2E Parallam® PSL 1) O•.-erall Length: 14' 7' ... 0 14· ill All locatlons are measured from the out'Slde face of left support (or left cantilever end). All dimensions are horizontal. Deslan Results"' .. ' •;{; · +10 i..OCAltloft • } 'AUowed' Member React1on {lbs) 6639@ 2" 11484 (3.50") Shear {lbs) 5768 @ 1' 3 3/8" 15066 Moment (ft-lbs) 25173@ S' 9 11/16" 37317 Live Load Defl. {In) 0.283 @ 7' 1 3/8" 0.712 Total Load Deft. (In) 0.592@ 7' 1 11/16" 0.950 • Deflection criteria: LL (1./240) and ll (1./180). , Allowed moment does not reflect the adJustment for the beam stabll\ty factor. l • Column • OF 3.50" 3.50" 2.02· 2 • Column -OF 3.50" 3.50" 1.82' \ Rest,tt·v··t· 1~;::_ i.oi:s, ~d: Comblnlllfpn {Patt..im) ••'.. ·;, ,. :;f Passed ( 58%) .. 1.0 D + 1.0 Lr {All Spans) Passed (38%) 1.25 1.0 D + 1.0 Lr (All Spans) Passed (67%) 1.25 1.0 D + l.0 Lr (All Spans) Passed (LJ605) "" 1.0 D + 1.0 Lr (All Spans) Passed (LJ289) "" 1.0 D + 1.0 Lr {All Spans) LtadS)o SupPOi;ts (1 3◄97 292 3142 3204 292 2758 5962 . , System : Roo! Member Type : Drop Beam Building use : Resldenllill Building Code : IBC 2018 DeSlgn Methodology : ASD Member Pitch : 0/ I 2 , Blocklng Panes are assumed lo carry no loads applied dlnealy above \hem and the full load Is applied to the member being designed. lateral Brac:fng , Top Edge (Lu) 14' 7" o/c Bottom EdQe (Lu) 14' 7' o/c •Maximum aUow.ible bracing lnterwls based on applied load. 'Floilf~e;;· ,. ~ :11, , •• c1.oo> "' <iion . ..J;., 1.u) co.,,..- ..-; 0 • Self Weight (PLF) Oto 14' 7' N/A 19.5 l • Uniform (Plf) o to I◄' 7" (Front) N/A 360.0 40.0 300,0 Default Load 2 • Peint (lb) S' 6" (Front) N/A 1167 1525 Default Load Weyerhaeuser wam,nts that the sizing of Its products will be In accordance with Weyerhaeuse, product design cr1ter1a and published design values. Weyerhaeuser expressly disclaims any otl.er warrantleS ~ated to the sottware. Use of this software Is not Intended to drrumvent the need for a de<..lgn professlonal as determined by the authority havtng JurisdlCtlon. The designer of record, builder o, framer Is responslble to assure that this calculation Is comoa~ble with the overall lll1llect-Accessories (RJm Board, Blocklng Pl!nels and Squash Blocks) are not desqled by tllls sciftware. Products manufactured at Weyerhaeuser facllltles are lhlrd-party certlffed to sustainable forestry standards. Weyerhaeuser Engineered LIJmber Products have been evaluat2d by ICC-ES under evaluation reportS ESR-1153 and ESR-1387 ond/or tesb!d In accordance with oppllaible ASfM standards. Fo, current code evaluation reperts, Weyerhaeuser product lltl!rature and Installation details refer to www.weyemaeuser.com/woodproduct,;/dOClJment-llbrary. Tile product appllCatlon, Input design loads, dimensions and 5Ul)pOrt lnfonnadon have been provided t,y ForteWEB Software Operator ForteWEB SOftw•re Operator JobNotes Paul Christenson PCSD Engineering (760) 207-1885 A paul.pcsd@gmall.com W<y,rhJa1S<er 8/9/2022 8:28:10 PM UTC ForteWEB v3.4, Engine: VB.2.2.122, Data: VB.1.2.2 File Name: Buena Vista Andres Page 1 / 1 • ,:.J FORTEWEB. MEMBER REPORT Roof Framing, (RB-3) Hdr Bm 1 piece(s) 6 x 8 OF No.2 0,;erall length: 4' 7'" All locations are measured from the outside face of left support (or le~ cantilever end). All dimensions are hortzontal. ~ltm 1tesu1b; + ,, .. • .. ',, :,,;. 'Af:#ia1 ~ ~Qll Allowed . ~It.,. -· l.r?,F 1,-f:Comlll~(httern)'1 ,A Member Reaction (lbs) 1924 @4' 5" 12031 (3.50") Passed (16%) -l .O D + 1.0 Lr (All Spans) Shear (lbs) 1809@ 3' 8" 5844 Passed (31%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs} 2997@ 2' 9• 4028 Passed (74%) 1.25 1.0 D + 1.0 Lr (All Spans) Uve Load Defl. (In) 0.017@ 2' 4 1/16" 0.213 Passed (L/999+) --1.0 D + 1.0 Lr (All Spans) Total Load 0en. (In) 0.031 @2' 4" 0.283 Passed (1./999+) --1.0 D + 1.0 Lr (All Spans) • Oellectlon oitena: LL (l/240) and Tl (l/180). • Allowed moment does not reflect the adjustment for the beam stablMty facto< . • Applicable calculations are based on NDS. 1 -Column -DF 3.50" 3.50" 1.50" 653 690 1343 Blcx:klng 2 -Column -OF 3.50' 3.50" 1.50' 905 1019 1924 Blocking • Bloddng Panels are assumed to cany no loads applied directly above them and the Ml load Is applied to the member being designed. ~nein...,,_ls -~r-,,_ !", Top Edge (Lu) ◄' 7' o/C Bott.om Edge (Lu) 4' 7" o/c •Maximum allowable bracing Intervals based on a~led load. 0 • Self Weight (PLF) 0 to 4' 7' N/A 10.4 I • Unlib<m (PLF) 0 IX> 4' 7' (Front) N/A 75.0 40.0 Default Load 2 • Point (lb) 2' 9" (front) N/A 1167 1525 Default Load t PASSED 0 System : Roof Member 1)'pe : Drop Beam Building Use : ReSldentlal Building Code : !8C 2018 Design Methodology : ASD Member Pitch : 0/12 Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product desi9n criteria and pub!Jshecl design values. Weye~ expressly dlsdaims any O'Jle, warrantles related to the software. Use of this sottwaro Is not ln!llnded IX> circumvent the need for a desql professional as determined by the authority having jurisdlcllon. The desJone, of rt!CQfd, builder or !Tamer Is responslbie IX> assure that this caiculatton Is compattble with the overaM project. Aecessories (Rim Board, Blocking Panels and SquaSh Blocks) are not designed by this software. Products manufactured at Weyerhaeuser fadllt1es are third-party certified IX> sustainable forestry standards. Weyemaeuser Engineered Lumber Prodvcts haw, been evaluated by ICC-ES under evaluation reports ESR IJ53 and ESR-1387 aro/or ~led In accordance with applicable A5TM standards. For current code evaluation reports, Weyerhaeuser product literature and lnstallallon details refer to www. weyemaeuser.<XlflVwoodproducts/document·llbrary. The product appllcallon, Input ~sign loads, dimensions and support Information haw, been provided by ForteWEB Software Operator fortleWEB Softw...., Operator Job Now Paul CM stenson PCSO Engineering (760) 207-1885 A paul.pcsd@gmail.com Wtyerli.1cuscr 8/9/2022 8:29:30 PM UTC ForteWEB v3.4, Engine: va.2.2.122, Data: vs.1.2.2 File Name: Buena Vista Andres Page 1 / 1 ~FORTE WEB- 0 ' ,. -I , I "' .._ •, .. ,.0,\t ' }~;;".$i'?),,'; ., ~i '~'" 11 m MEMBER REPORT Roof Framing, (RB-4) Hdr Bm 1 piece(s) 6 x 8 DF No.2 Overall Length: 11' 3' 10· s· PASSED All locations are measured from the outside face or left support (or left cantilever end). All dimensions are horizontal. Desian Results _., '•~Actual~~~ ,. AIIOWei( '•.<,, Member Reaction {lbs) 874 @2" 12031 (3.50") Shear {lbs) 732@ 11· 5844 Moment (Ft-lt>s) 2316 @ 5' 7 1/2" 4028 Live Load 0en. {In) 0.123 @ 5' 7 1/2" 0.546 Total Load oen. (In) 0.198@ 5' 7 1/2" 0.728 • Deflection atteria: LL (L/240) and 1l. (L/180). • Allowed moment does riot reflect the adjustment for the beam stablMry factor. • Appllc:able calculations are based on NOS. 3.50" 3.50" 2 • Column • OF 3.50" 3.50' I.SO' Passed (7%) -- Passed (13%) 1.25 Passed (57%) 1.25 Passed (L/999+) Passed (L/663) 331 544 874 331 54'4 874 1.0 D + 1.0 Lr (All 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) 1.0 D + 1.0 Lr {All Spans) System : Rool Member Type : Drop Beam Building ~ : Resldentlal BIJlldlng Code : !BC 2018 Design Methodology : "'50 Member Pitch : 0/12 • Blocldng Panels are assumed to carry no loads applied directly above lhem and lhe f\JI load is applied to lhe member being designed. ~I Bracing • TOP Edge (Lu) 11' 3" o/c Bottom Edge (Lu) 11' 3" o/c •Ma>dmum allowable bracing Intervals based on applied load. 0 • Self Weight (PlF) Otol1'3' N/A I • lJnifonn (PSF) 0 ID 11' 3' (front) 10.0 20.0 Default Load w ·Ulel"·NoteS ~; . .tr.,. ..... ,;. l~. i' •" ,, ... ,. f" ... _'( .--~~:J : •\l.,;~ ~: ~4 ->~'~-' ~, •• •,, • .,. ...... ~·- Weyerhaeuser warrants lhat the slzlno of Its products wJJJ be In accordance with Weyerhaeuser product design criteria and J)Ubllshed design values. Weyerhaeuser exp,essly disclaims any other warranties related ID lhe software. Use of this software Is riot Intended ID circumvent the need for a design professional as determined by lhe aulhonty havino jvrtSdlctlon. The designer of record, builder or from,, Is responslble to assure lhat lhls ailculation Is compaHble with lhe overall project. Ac.cessales (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products mooufactured at Weyemaeuser facll!Hes are third-party cenlfled ID sustalnallle forestry standards. Weyerhaeuser Englneered Lumber Pro<IUcts have been evaluatecl by l CC·cS under evaluation reports 'ESR-1153 and ESR-1387 and/or tested In accordance wllh aP!Jllcable ASTl-1 standards. For current code evaluatlon reports, Weyerhaeuser product literarure and lnstallatlon details refer to www.weyemaeuser.com/woodproducts/docvment•llbrary. The product aPIJl!catlon, Input design loads, dlmenslonS and support lnformaHon have been provtded by forteWEB Software Operator For11!WEB Software~ Job Notes Paul Christenson PCSO Englneenno (760) 207-1885 A paul.pcsd@omail.com Weycrh.&cuscr 8/9/2022 8:31:05 PM UTC ForteWEB v3.4, Engine: VS.2.2.122, Data: VS.1.2.2 File Name: Buena Vista Andres Page 1 / 1 ~ ,ru/f;°,+.n'de:n.1vm du.n .Dz'!fc £faeerb,J 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.0 Lateral Design & Anatysis (Tuo-Story) Wind: P = >.. Kzt I psJo A= 1.00 Kzt = l.O PS30 = 26.6 psf T= 1.0 P = 16.0 psf (tig 28 S 1-1) (ti~ 26 8) (fis. 2b 5-1) (1ablc I 5-2) Criteria JOB 22-370 SHEET NO l O OF CALCULATED BY PSC DAT-E--8-/9_/_2_2_ CHECKBY _____ DATE __ _ SCALE s.= 1.047 F0 = 1.2 R = 6.50 V = 0.092 * Wt * p (ASCE 7-1 ~ -Eqn 12.8-2) S1 = 0.380 Fv = 0.0 I = I 00 (p -Redundancy) 1st Story 2nd Story Each Story Resists > 35% Base Shear: satisfied satisfied Wind Loads Any Shear Wall w/ (h/1)>1.0 is < 33% Story Force: P = 16.0 psfx Trib Area Roof Level 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 Fir. Roof Wt. = N I S = 16.0 psf X 571 sq. ft.= E /W = 16.0 psf X 412 sq. ft. = N /S = 16.0 psf X 367 sq. ft.= E /W = 16.0 psf X 392 sq. ft.= 11.0 psf x 1684 sq. ft.= 18524 lbs. 15.0 psf x 61 3 sq. ft. = 9 195 lbs. 8.0 psf x 528 sq. ft. = 4224 lbs. 4.0 psf x 1403 sq. ft. = 5612 lbs. ------Total Trib. WR = 37555 lbs. 15.Q psf X 1403 sq. ft. = 2 1045 lbs. 15.Q psf X 1311 sq. ft. = 19665 lbs. 8.0 psf X 1129 sq. ft. = 9032 lbs. 14.0 psf X 897 sq. ft. 12558 lbs. Total Trib. WR = 62300 lbs. Total Seismic Dead Load: W1 = 99855 lbs. ASD Base Shear: V = 0.092 * W,= 9191 lbs. --------------~ 91 13 lbs. 6576 lbs. 5857 lbs. 6256 lbs. satisfied not satisfied p = J I JOB 22-3 70 / SHEET NO \ l OF ----~ au/'&hn'de.n.,-cn 'ef an :tfl,-o LfaeennJ CALCULATED BY PSC DA TF, 8/9/22 " 0f \Jc. I cJ~ t.:L:::-~J CHECKBY ____ DATE. __ _ ?A«l (!.~tUO"'-SAN~• J!"''"uri"' 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com Roof Diaphragm: N / s Direction E / W Direction V = 9113 lbs. V = 6576 A = 1684 sq. ft A = 1684 f p=V/A= 5.41 psf f =VIA= p 3.90 Floor Dia(!hragm: N / S Direction E /W Direction V= 5857 lbs. V = 6256 A= 2300 sq. ft A= 2300 f =VIA= p 2.55 psf f =VIA = p 2.72 Seismic Lateral Distribution V = 9191 lbs. *p F Level Wx hx Wx hx w. (hx\ (lbs) (ft) (lbs-ft) L W· h;k (lbs) Roof 37555 18 675990 0.576 5290 2nd Floor 62300 8 498400 0.424 3901 1174390 1.000 9191 lbs. sq. ft psf lbs. sq. ft psf V (lbs) 5290 9191 c?5 gu/f;,tn',n-e,n.,-,,,n ';lm, e1JieJO Sfaeerl7!f 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis -1st Story Shear Walls N I S JOB 22-370 SHEET NO __ ..,.\-Z... __ OF ___ _ CALCULATED BY PSC DATE 8/9/22 CHECK BY DATE ----SCALE l E /W Gridline Length of Shearwalts Total Wall Ht. Type Gridline Length ofShearwaUs Total Wall Ht. Type I 22 22 8 s A 8 8 8 C. 2 7 7 8 A B 2 3 3 7.5 8 s 3 15 15 8 s C I l 2 8 ~S'"'\o\ 0 0 .{,) 0 0 ~ 0 #DI /0! 0 #D 1/0! 0 #D 110! 0 # ! 0 #D/, '/0! 0 #D /0! 0 #D ✓/0! 0 # /0! 0 #D /0! 0 # V/0! 'f{$) t?5 trtJ"{;rr1de:n.FC:n ';Jm, fiz'!f" JOB 22-370 SHEET NO L~ OF bfaeemtJ CALCULATED BY PSC DATE 8/9/22 ) ~-@j]k):. 1:;) CHECK BY DATE ., ,Y ~L~1 3529 Coastview Ct• Carlsbad, CA 92010 SCALE ?11-ul -t:;1:t::,::; ~""' ~• Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 LateraJ Design & AnaJysis (cont.) Gridline CD 14 % 5857 X 0.14 820 #) 820 lbs. + 0 & V = 22 ft. 37 plf OTF 298 lbs. '-0 ~I) t\P Gridline Q 23 % 5857 X 0.23 1347 #) 1347 lbs. + 0 ~ V = 7 ft. 192 plf OTF' 1540 lbs. HDU2 Gridline Q 14 % 5857 X 0.14 820 #) 820 lbs. + 0 & V = 15 ft. 55 plf OTF 437 lbs.~,) NO¼~ Jr$? ~ ,u/f;,tn'Ju;,.rr,;t &tm zj,'!fO JOB 22-370 SHEET NO 1'1 OF .P.nfaeermJ CALCULATED BY 'Psc DATE 8/9/22 CHECK BY DATE Lt~ ... ~J 3529 Coastview Ct -Carlsbad, CA 92010 SCALE PAul t!,1!':«;t::; S14tt Pit.J' Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis ( cont.) Gridline ~ 33 % ( 6256 X 0.33 = 2065 #) 2065 lbs. + 3007 £ V = 8 ft. 634 plf ;:.. SiS> Pf \,1. ~DJS"' crrfii -st>n--,t"'"'° Gridline G) 17 % ( 6256 X 0.17 = 1064 #) 1064 lbs. + 0 plf.ic:~l7 ZJ>O & V "" 7.5 ft. 142 OTF 1134 lbs. \\Pl.'2. Gridline (] 7 % ( 6256 X 0.07 438 #) 438 lbs. + 0 & V = 2 ft. 219 plf LZ,). ~w\Ut,. 1 L\>G-\S-n) SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 SIMPSON 5956 W. Las Posltas Blvd., Pleasanton, CA 94588. www.strongtie.com Strong'-Tie Job Name: Buena Vista WaJJ Name: Wall Line C Application: Garage Front Design Criteria: • 2021 International Bldg Code • Wind • 2500 psi concrete • ASD Design Shear = 438 lbs • Shearwall Height = 7' with header on top of Strong-Wall Selected Strong-Wall® Panel Solution: I { ··- Model Type w l (in) l I ! ·•---· ,- i WSWH12x7 Wood 12 WSWH12x7 ' Wood 12 ( ____ -.. .--~ -~--- Actual Shear & Drift Distribution: Notes: -----·-·-.. .,. ·•• ... -, •• -·-; RR . Actual Model , Relative : Shear Rigidity : (lbs) ···T t WSWH12x7 1 0.50 219 i WSWH12x7 0.50 219 :s; -·-· ·- ----End H T Sill Anchor (ln) (in] . Anchor Bolts 1- 78 3.5 i N/A 2 -1" 78 3.5 I NIA 2 -1" -· •--t -; . ~ ·•-·-••-----··,--·-· .. r--·-·--· -Allowable Actual / , Actual 1 Drift Limit Shear Allow Drift (lbs) Shear (In) ' -. ·-· 1670 OK 0.13 1670 OK ' 0.13 --·-·-. ·-··"-· --··-~ 0.06 0.06 (In) 0.53 0.53 _j .Total Axial ; A1:tual Load U~lift (lbs) { s) 1500 1490 Ib 1500 1490Ib 1. Strong-Wall High-Strength Wood Shearwalls have been evaluated to the 2021 IBC/IRC. See www.strongtie.com for additional design and installation information. 2. Anchor templates are recommended for proper anchor bolt placement, and are required in some jurisdictions. 3. Check that wall height "H" plus curb height (above slab) will attain overall rough header opening height (top of driveway slab to bottom of header). 4. WSWH Portal Connection Kit WSWH-PK is included with panels less than 100 inches in height and must be ordered separately for panels over 100 inches tall. 5. The applied vertical load shall be a concentric point load or a uniformly distributed load not exceeding the allowable vertical load. Alternatively, the load may be applied anywhere along the width of the panel if Imposed by a continuous bearing vertical load transfer element such as a rimboard or beam. For eccentric axial loads applied directly to the panel, the allowable vertical load shall be divided by two. 6. Panels may be trimmed to a minimum height of 74½". -, I 7. 2-ply headers may be used with Strong-Wall High-S\reng\h Wood Shearwall panels. Minimum 11¼ inch deep nominal header Is required with header design by others. Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong-Tie Company Inc. at 1-800-999-5099. Page 1 of 3 ~uu/f;',tr/den.sv,n dun 1fz'!f" :&faeen'!f 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING JOB 22-370 SHEET NO ~b OF CALCULATED BY PSC DATE CHECK BY DATE SCALE w = 1125 plf width = 1125 plf 1500 psf ASBP = 1500 psf 0.75 ft (MIN.) => 9 INCHES (MTN.) USE 12 "WlDE CONTfN. FTG W/ 2 -# 4 TOP AND BOTTOM & EMBED. 12 " fNTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING 6.3 PAD DESIGN PAD P l SIZE 18 " SQUARE x I 8 " THK W/ 3 -# 4 EACH WAY Pa11 = 1500 * _g_ * ~ 12 12 P a11 = 4500 lbs LOAD P max = 1500 * 2 2 Pmax = 3375 lbs 'rz 8/9/22 .... C ci~of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 ...,._ • '-'"'f:'111"'-II lo Jt.., I •• '-'"-J Buildint: Division 1635 Faraday Avenue 442-339-2719 . www.carlsbadca.gov PURPOSE ?,f-C \H~11 This checklist is intended to help building permit applicants identify i~f!!?: i~~j~~lan (CAP) ordinance requirements apply to their project. This completed checklist {8-50) must be~~t,(d€¥w ~~h~ng permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of ~{~ ' ent by clicking on the provided links to each municipal code section. e NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade} I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar wit~gy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified .... ed ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC ~111;:Jrten Inspector/Plans Examiner, or Green Building Residential Plan Examiner. l.&.I If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by orZ, check NIA and provide an explanation or code section describing the exception. ::::::- Details on CAP ordinance requirements are available at each section by clicking on the municipal code link prov~he project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy ond Green Code sections . --,,..----~---~ Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: ,, . ---. . . . . . ~--_ _::_ ·c: _____ ...,._:.~---.:'..:.....:J:.:L.,·._• -....::.!.-:.......... ------. -- CBR... '2D 2..2.--20 1tf BP No.: I ---J " O _ 2-.I 2. _ 8 g 3 1 Contact Email: Sus ct t'\.Q Surf,-; de... Co M Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: Applicant Signature~--r...-i!-~IC:!o--====------Date: __ ~"-+--/-=-/_lj_,__,_/_z:_~ __ _ 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 se rate sheet Building Permit Valuation (BPV) $ breakdown 3 (o I 1 3 0 (.a 1 Complefe:Section(s) I Mes: D New construction D Addilions..amd..aleiali...._ ur'~ 1J "13Pl7 2::'$60:000 1{( IT Erectiicar service panel upgrade onl ' D BPV ~ $200,000 □ Noinsidellial D New construction D Alterations: D BPV ~ $200,000 or additions ~ 1,000 square feet D BPV ~ $1 ,000,000 D ~ 2,000 sq. ft. new roof addition 1. Energy Efficiency A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A*, 3A*, 18, 28, *Includes detached, newly constructed ADU 4A*, 38,4A NIA -~~/A All residential additions and alterations ~A,4A ~ 1-2 family dwellings and townhouses with attached garages ~ ~ only. *Multi-family dwellings only where interior finishes are removed 1A, 4A* 18, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 18, 28, 38, 48 and 5 18, 5 18,28,5 Building alterations of~ 75% existing gross floor are·a 28,5 1 B also applies if BPV ~ $200,000 Please refer to Carlsbad Municipal Code (CMC)I8.21.i§lanaI8.l1. il4md the California Green Building Standards Code (CALGreen) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A Residentialadditionoralteration~$60,000buildingpennitvaluation. D N/A _______ ~--- Details of selection chosen below must be placed on the plans referencing CMC o Exception: Home energy score~ 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one option: D Ductsealing D Attic insulation □Cool roof D Attic insulation D 1978 and later Select one option: D Lighting package D Water heating Package D Between1978and1991 Select one option: D Ductsealing D Attic insulation □Cool roof ✓f-992"andtae-Select one option: ~ter heating package D Lighting package B. 0 Nonresidential* new construction ozru f 1000 building pennit valuation, or additions2:1,000squarefeet5 ~ ndCALGreen AppendixA5 D NIA ---------- AS.203.1.1 Choose one: D .1 Outdoorlighting D .2 Restaurant service water heating (CEC 140.5) D .3Warehousedocksealdoors. D .4 Daylight design PAFs D .5 Exhaust air heat recovery □ N/A A5.203.1.2.1 Choose one: D .95 Energy budget (Projects with indoor lighting OR mechanicaQ D .90 Energybudget (Projects with indoorlightingAND mechanical) □ NIA A5.211.1*" D On-site renewable energy: D NIA AS.211 .3..., D Green power. (If offered by local utility provider, 50% minimum renewable sources) D NIA AS.212.1 D Elevators and escalators: (Projectwith more than one elevator or two escalators) D N/A A5.213.1 D Steel framing: (Provide details on plans for options 1-4 chosen) D N/A * lndudes hotels/motels and high-rise residential buildings '"'Fora Iterations> jft·0OOBPVand affecting> 75%existinggrossfloorarea, ORalterationsthatadd2,000squarefeetofnewroofaddition comply withtQc 18 30 section 2B below) instead. 2. Photovoltaic Systems A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes installation of an elecbic heat pump water heater pursuant to CAP section 3B below(low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc* sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) "Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. kWdc Exception D D D D B. D Nonresidential new construction or alteratio~~ ... ~~D affecting 2:75% existing floor area, OR addition that increases roof area by :?.2,000 square feet Please refer t~11:1• completing this section. *Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA)Method GFA: D If< 10,000s.f. Enter: 5 kWdc Min. System Size: D If;;: 10,000s.f. calculate: 15 kWdcx (GFA/10,000)- kWdc -Round building size factor to nearest tenth, and round system size to nearest whole number. D Time-Dependent Valuation Method AnnualTDVEnergy use:....,. ______ x .80= Min. system size: ______ kWdc .,...Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A D Residential and hotel/motel new construction. Refer to alliilo...allM...,.when completing this section. Provide complete details on the plans. D For systems serving individual dwelling units choose one system: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in (high rise residential hotel/motel) or CA Energy Code section 150. 1 ( c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with ALL of thefoHowing: D Gas or propane water heatin~ s~stem D Recirculation system perfkFB.30.150(61 (high-rise residential, hotel/motel) or 'Me is.Jo., 16:BJ(low- rise residential) D Solar water heating system that is either: D • .20 solar savings fraction - D .15 solar savings fraction, plus drain water heat recovery D Exception: B. D Nonresidential new construction. Refer to complete details on the plans. when completing this section. Provide D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics D Recovered energy D Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures wm need to attach to this checklist separate calculations and documentation as specified by the ordinances. • r 4. Electric Vehicle Charging A Residential New construction and major alterations* Please refer to hen completing this section. ------'----------------------,----n e and two-family residential dwelling or townhouse with attached garage: Ci One EVSE Ready parking space required □ Exception : □ Multi-family residential· □ Exception • Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) I Other "Ready" Other "Capable" I Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" *Major alterations are: ( 1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ;?; $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages). alterations have a building permit valuation;?; $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. *ADU exceptions for EV Ready space (no EV ready space required when): ( 1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) D Exception :----------~-- Please refer to ~' :tlil-HIU.:1 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I l Calculation-Refer to the table below· Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 andover 10 percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = To1al EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" S. D Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportaoon Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employ~erated ADT. City staff will use the table below based on your submitted plans to detenninewhetherornoryourpennit requires a TOM plan. lfTDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. - Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use Emp ADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1()thEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial· uses may be subject to special consideration sample 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 contaGted should my permit require a TOM pl understand that an approved TOM plan is a condition of permit issuance. Date: b -/ -z. -2 2- Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed): __________________ _ Phone Number: ____ _ Email Address: __________________ _