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Home My WebLink About1518 MARTINGALE CT; ; CBR2023-5056; PermitBuilding Permit Finaled Print Date: 02/18/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1518 MARTINGALE CT, BLDG-Residential 2150722200 $134,773.92 Residential Permit CARLSBAD, CA 92011-4034 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check #: Plan Check#: Addition Permit No: Status: C cityaf Carlsbad CBR2023-5056 Closed -Finaled Applied: 11/16/2023 Issued: 01/18/2024 Finaled Close Out: 02/18/2025 Final Inspection: 12/06/2024 INSPECTOR: Renfro, Chris Alvarado, Tony Description: WEXLER: (356SF) ADDITION TO MAIN AND UPPER FLOOR. (1041SF) REMODEL TO MAIN FLOOR. Applicant: Property Owner: MADESIGN AND DRAFTING SERVICES ANDREA MILLER CO-OWN ERS WEXLER KEVIN SAND SHERRI 1518 MARTINGALE CT 12975 BROOKPRINTER PL, # STE 280 POWAY, CA 92064-8895 (760) 390-0007 FEE BUILDING PLAN CHECK CARLSBAD, CA 92011 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 (SM IP) SWPPP INSPECTION TIER 1-Medium BLDG SWPPP PLAN REVIEW TIER 1 -Medium Total Fees: $4,150.31 Total Payments To Date: $4,150.31 Balance Due: AMOUNT $1,359.80 $197.00 $104.00 $761.99 $6.00 $1,330.00 $17.52 $292.00 $82.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of t hese 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 prot est 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 (Cityof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check {!__£'/2.JQV; --5V5& Est. Value PC Deposit j'!W· !£ Date _ / I .-_ 0 Job Address 1518 Martingale Coun, Carlsbad, CA 92009 Unit:. ___ -.JAPN:320-020-27-00 CT/Project#:. __________________ Lot#:37 Year Built:_200_1 _______ _ BRIEF DESCRIPTION OF WORK:Proposed addition and remodel to an exiting Single Family Dwelling 0 New SF: Living SF, 356 Deck SF,. ___ Patio SF, ____ Garage SF __ _ ls this to create an Accessory Dwelling Unit? OV ON New Fireplace? OVO N, if yes howmany?_1 __ _ D Remodel: 1,041 SF of affected area Is the area a conversion or change of use? C) V E) N □ Pool/Spa:. ___ ___,SF Additional Gas or Electrical Features? ___________ _ Osolar:. ___ t<J/1/, ___ Modules, Mounted:0RoofOGround, Tilt: 0V0N, RMA:OY ON, Battery:OVO N, Panel Upgrade:OVON Electric Meter number: ------------Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name:Andrea MIiier Name:Kevln Wexler Address: 12975 Brookprlnter Place Suite 270 Address: 1518 Martingale Ct City:Poway State:CA Zip:._9_2064 ___ city:Cartsbad state:CA Zin:._9_2009 ___ _ Phone: 760-390-0007 Phone: 760-444-2500 Ema11:andrea@madesignlng.com Email: kevln@rellantparking.com DESIGN PROFESSIONAL Name: Derek Berg Address: 12975 Brookprlnter Place Suite 270 atysPoway State:CA Zlp:._92_064 __ _ Phone: 760-390-0007 Emai1:derek@madeslgnlng.com Architect State License: __________ _ CONTRACTOR OF RECORD Business Name:. ______________ _ Address: ________________ _ City:. ________ state: ____ _.ZJ,...p:. _____ _ Phone:. ________________ _ Email:. _________________ _ CSLB License #:. ______ class:. ______ _ carlsbad Business License# (Required):. ______ _ APPUCANT CERTIFICATION: I cerofy that/ hove read theappliaztionand s-that lhe above in/onnatian ist:orm;tan,Hhat tht~onnotion-ofthtplans-is---1~ -··-- agree to comply with all City ordinances and state lows relating to bu11ding consrruc,;an. -• NAME (PRINT): _A_n_d_re_a _______ _ SIGN:A~~ DATE: 11/14/2023 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442·339-2719 Email: Building@carlsbadca.gov 1 REV. CU/22 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 underpena/tyof perjuryone of the following declarations (CHOOSE ONE): 01 have and will maintain a certificate of consent to self-insure for workers· compensation provided by Section 3700of the labor Code, for the performance of the work which this permit Is issued. PollcyNo. ___________________________________________ _ -OR- □1 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: ________________________ 1 Polley No. ___________________________ Expiration Date: ________________ 1 -OR- O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of Callfornia. WARNING: Failure to secure workers comp,,nsatlon coverage Is unlawful and shall subject an employer to criminal p,,naltles and clvll fines up to $100,000.00, In addition the to the cost of compensation, damages u 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 clearlv and accurately show all edstlng and proposed buildings, .iructu,es, accass roods. and utilities/utility euements. All proposad modlncadons and/or additions are clearly labeled on the site plan. AIIV 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 appr011al of the, application Is based on the premise that the submitted documents and plans show the correct dimensions of; the property. bulldlngs. structures and their setbaclcs from property lines and from one another; acceM roads/enements, and utllltlu. The e.istlng and proposed use of ••th bulldin& as stated Is true and co«ect; all easements and other encumbrances to development have been accu<ately shown and labeled os well u all on-site grading/site preparation. All Improvements exlstlng on the property -re completed In accordance with all regulations In existence at the time of their construction, unless otherwise noted. Note: If the person sl1nln1 above Is an authorized agent for the contractor (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the prope1ty 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 l.iw 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 su~h improvements are not intended or offered for sale. tf, 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). ~R- IZ] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License law). -Oil-□, am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND. D FORM B•(H -owner Builder Acknowledgement and Verification Form" 1s required for any permit issued to cl properly owner. By my s1gna1Ure below I acknowledge that, except for my personal residence m which I must have resided lor at least one year pnor to completion of the Improvements covered by thrs perm,t, I cannot legally sell a structure that I have built as an owner-builder rf it has not been constructed on ,ts e11t11ety by licensed contractors./ understand that a copy of the applicable law, Section 7044of the&Jsiness and Professions Code, ts available uponrequestwhen this opp/feat/on Is submitted or at the fol/owing Web site: http: I I www.leglnfo.ca. govt ca/aw. html. OWNER CERTTFICA TTON. The applicant certifies that all documents and plans clearlv and accurately show all existing and proposed buRdlngs, structu,es, access roods, and utnlties/utillty easaments. All proposed modifications and/or odd/dons••• dearly labeled on the site plan. A.ny potentially existing detail within these plans Inconsistent with the site plan are not approved for constsuctlon and may be required to be altered or removed. The city's approval of the aopllcation is based on the premise that the submitted documents and plans show the correct dimensions of; the property. bulldinp. structures and their setl>adrs from property lines and from one 1nother; access roads/e...,ments. and utllilles. The ulsdnc and propos-.! use of each buffdfng IS stated Is true ind conect; 1U ees.ements and other e.ncumbt•nces to development ™'ve been• te.ly lhown ,1nd l1be~ as weU es all on-s..fte g,adfng/sJte preparatlon. All lmprovement:.exlstinc on the pr';'l'ertv were comple In 1a:0<d1nce wfth all reguladons In eclstence t time r their • , unleu Olherwlk nou,d . NAME (PRINT): .--::;.i,--'-1.,,j~;...._--DATE: 11-kJ 2? Note: If the nsl nln owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Emaa: Buolrtong@c~rJsbadca.gov REV. 04/22 I. (Gityof Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM B-61 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-1.9829 Ta: Property Owner • An application (or construction permit(s) has beer:, submitted'in your name listing you as the owner-builder of the property located at: Site Address 1518 Martingale Ct. Carlsbad CA 92011 The City of Carlsbad ("City'') is providing you ~ith this Owner-Build~r 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 sectlon·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 ipitial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very Important construction related acknowledgments designed to inform the property owner of his/her obligations related to the requested permit activities. ~I understand a frequent-practice of un~icen~ed co~tra~to~~ 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 ma~rial personally. I, as an Owner,:suilder, 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 pr:operty. . 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 resJ'.)onslbllity. • Ill. 'l-\J I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may prote<;t myself from potential ·financial risk ·by _hirit?g a li~ensed contractor and having the permit filed in his ,.f,r her name instead of my own. IV. 1 ~I understand contractors are required by law to be li~e~sed and bonded in California and to list their license numbers on permits and contracts. V. .ii'L1 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 sta~e and federal law. 1 REV.08/20 Owner-Builder Acknowledgement Continued VI. 'Tu._1 understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxe·s, provide workers' compensation disability insuranc·e, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these l~s may subject me to serious financial risk. • • VII. r.Ji2.. I understand under California Contractors' State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building·contractor. 'li) 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 VIII. IX . X. XI. XII. construction defects in the workmanship or materials. • @._ I 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 oflndustrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca .gov for more information a~out licensed contractors. ~I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I a/ E,r~:~~;.ncic;tespoc;:rua;strucp;;;;7t the following address: ..., 1H,_1 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. • 1-.J I agree to notify the issuer of this form immediately of !-'lnY addition~, ~eletions, or changes t9 any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may su$tain as a result of a complaint. Your only remedy against unlicensed Contractors may be In civil" court. It is also important for you to understand that if an unlicensed Contractor or employee of that Individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status _of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division: • • • • • I dee/ore under peno/ty of perjury thot I hove read ond understond oil of the lnformotion provided on this form ond thot my responses, including my outhorlty to sign this form, Is true ond correct. I om owore thot I hove the option to consult with /ego/ counsel prior to signing this form, on</ I hove either (l) consulted with /ego/ counsel prior to signing this form or (2) hove wolved this right in signing this fOl'm without the advice of legal counsel. Kevin Wexler Property Owner Name (PRINT) 2 01-10·24 Date REV. 08/20 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-5056) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date 01/24/2024 01/24/2024 BLDG-SW-Pre-Con Checklist Item Application Date: 11/16/2023 Owner: CO-OWNERS WEXLER KEVIN SAND SHERRI Issue Date: 01/18/2024 Subdivision: CARLSBAD TCT#93-09A OCEAN Expiration Date: 02/04/2025 IVR Number: 53351 BLUFF Address: 1518 MARTINGALE CT CARLSBAD, CA 92011-4034 Inspection No. Inspection Primary Inspector Reinspection Inspection 237527-2024 COMMENTS Status Passed Chris Renfro Complete Passed BLDG-Building Deficiency Yes 02/21/2024 02/21/2024 BLDG-11 Foundation/Ftg/Piers (Rebar) Checklist Item 239904-2024 COMMENTS BLDG-Building Deficiency BLDG-SW-Inspection 240055-2024 Tuesday, February 18, 2025 Passed Chris Renfro Complete Passed Yes Passed Chris Renfro Complete Page 1 of 6 PERMIT INSPECTION HISTORY for (CBR2023-5056) Permit Type: BLDG-Residential Application Date: 11/16/2023 Work Class: Addition Issue Date: 01/18/2024 Status: Closed -Finaled Expiration Date: 02/04/2025 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 erosion control BMPs functioning properly? Are natural areas protected from erosion? Do basins appear to be maintained as required? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Are storm drain inlets protected and maintained? 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? Are spill kits provided onsite? Are washout areas maintained and protected? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Is the SWPPP wall map up to date and accurate? Was the SWPPP or Erosion Control Plan reviewed? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS Tuesday,February18,2025 53351 Inspection Status Owner: CO-OWNERS WEXLER KEVIN SAND SHERRI Subdivision: CARLSBAD TCT#93-09A OCEAN BLUFF Address: 1518 MARTINGALE CT CARLSBAD, CA 92011-4034 Primary Inspector Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 2 of 6 PERMIT INSPECTION HISTORY for (CBR2023-5056) Permit Type: BLDG-Residential Application Date: 11/16/2023 Owner: CO-OWNERS WEXLER KEVIN S AND SHERRI Work Class: Addition Issue Date: 01/18/2024 Subdivision: CARLSBAD TCT#93-09A OCEAN BLUFF Status: Closed -Finaled Expiration Date: 02/04/2025 Address: 1518 MARTINGALE CT IVR Number: 53351 CARLSBAD, CA 92011-4034 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status Are BMPs stockpiled for Yes emergency deployment? 03/18/2024 03/18/2024 BLDG-14 242482-2024 Partial Pass Chris Renfro Reinspection Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date JD ODell KEVIN (+16197883900) 03/15/2024 BLDG-SW-Inspection 242506-2024 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 03/22/2024 03/22/2024 BLDG-15 Roof/ReRoof 243037-2024 Passed Tony Alvarado Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Addition roof area 15 'x 1 O' area (only) Yes -Approved. 03/28/2024 BLDG-11 243532-2024 Cancelled Tony Alvarado Re inspection Incomplete Foundatlon/Ftg/Plers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-13 Shear 243531-2024 Cancelled Tony Alvarado Re Inspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency No Tuesday,February18,2025 Page 3 of 6 PERMIT INSPECTION HISTORY for (CBR2023-5056) Permit Type: BLDG-Residential Application Date: 11/16/2023 Owner: CO-OWNERS WEXLER KEVIN SAND SHERRI Work Class: Addition Issue Date: 01 /18/2024 Subdivision: CARLSBAD TCT#93-09A OCEAN Status: Scheduled Date 04/05/2024 04/08/2024 04/26/2024 BLUFF Closed -Finaled Expiration Date: 02/04/2025 53351 Address: 1518 MARTINGALE CT CARLSBAD, CA 92011 -4034 Actual Inspection Type Start Date BLDG-34 Rough Electrical Checklist Item IVR Number: Inspection No. 243530-2024 COMMENTS BLDG-Building Deficiency 04/05/2024 BLDG-13 Shear Panels/HD {ok to wrap) Checklist Item 244292-2024 COMMENTS BLDG-Building Deficiency Inspection Primary Inspector Status Cancelled Tony Alvarado Partial Pass Tony Alvarado 1. Partial pass-(3)-quantity, shearwall interior locations (only). 2. Verified per structural engineers, plans and detail specifications -OK. 3. SWPPPS-OK. BLDG-SW-Inspection Checklist Item 244428-2024 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? 04/08/2024 BLDG-34 Rough Electrical 244431-2024 Checklist Item COMMENTS BLDG-Building Deficiency 04/26/2024 BLDG-13 Shear Panels/HD (ok to wrap) Checklist Item 246687-2024 COMMENTS Partial Pass Tony Alvarado Partial Pass Chris Renfro Partial Pass Chris Renfro BLDG-Building Deficiency Interior shear walls for 1st and 2nd story addition, ok to drywall BLDG-84 Rough Combo{14,24,34,44) 246688-2024 Partial Pass Chris Renfro Reinspection Inspection Reinspection Incomplete Passed No Reinspection Incomplete Passed Yes Reinspection Incomplete Passed Yes Yes Yes Yes Yes Yes Yes Reinspection Incomplete Passed Yes Relnspection Incomplete Passed Yes Relnspectlon Incomplete Tuesday, February 18, 2025 Page 4 of 6 PERMIT INSPECTION HISTORY for (CBR2023-5056) Permit Type: BLDG-Residential Application Date: 11/16/2023 Owner: CO-OWNERS WEXLER KEVIN S AND SHERRI Work Class: Addition Issue Date: 01/18/2024 Subdivision: CARLSBAD TCT#93-09A OCEAN Status: Scheduled Date 05/08/2024 05/21/2024 08/08/2024 12/06/2024 Closed -Finaled Expiration Date: 02/04/2025 IVR Number: 53351 BLUFF Address: 1518 MARTINGALE CT CARLSBAD, CA 92011-4034 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers Status COMMENTS Partial pass rough combo first and second floor addition only. Kitchen remodel, pending. 05/08/2024 BLDG-11 247664-2024 Partial Pass Tony Alvarado Foundatlon/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS May, 2024 1. 1-isolated exterior spread pad footing 24 in.2., per structural engineering, plans and details specifications -OK 05/21 /2024 BLDG-13 Shear Panels/HD (ok to wrap) 249054-2024 Passed Chris Renfro 08/08/2024 12/06/2024 Checklist Item BLDG-Building Deficiency COMMENTS Interior shear walls in living room, sliding glass door area. ok to drywall BLDG-84 Rough 257285-2024 Passed Chris Renfro Combo(14,24,34,44) Checklist Item COMMENTS BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-Final Inspection 270212-2024 Passed Chris Renfro Checklist Item COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Passed No Yes Yes Yes Yes Reinspection Incomplete Passed Yes Complete Passed Yes Complete Passed Yes Yes Yes Yes Yes Complete Passed Yes Yes Yes Yes Yes Tuesday, February 18, 2025 Page 5 of 6 PERMIT INSPECTION HISTORY for (CBR2023-5056} Permit Type: BLDG-Residential Application Date: 11/16/2023 Owner: CO-OWNERS WEXLER KEVIN S AND SHERRI Work Class: Addition Issue Date: 01/18/2024 Subdivision: CARLSBAD TCT#93-09A OCEAN BLUFF Status: Closed -Finaled Expiration Date: 02/04/2025 Address: 1518 MARTINGALE CT IVR Number: 53351 CARLSBAD, CA 92011-4034 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Tuesday, February 18, 2025 Page 6 of 6 December 28, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Addition & Remodel Address: 1518 Martingale Court Applicant Name: Andrea Miller Applicant Email: andrea@madesigning.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3 Occupant Load: NI A Type of Construction: Y-B Sprinklers: No Stories: 2 Area of Work (sq. ft.): 1,2 19 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confim1ed Floor Area: Confirmed Attn: Building & Safety Department, ,..frue North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Penn it No: CBR2023-5056 True North No.: 23-018-1 159 True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: I. 2. Drawings: One (I) copy dated October 30, 2023, by MA Design. Structural Calculations: One (I) copy dated September 25, 2023, by Solid Forms Engineering. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 202 1 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the bas is of our review. Please note that our review has been completed and we have no further comments. We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Mohammad Afaneh -Plan Review Engineer Quality Review By: Alaa Atassi -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 solidforms . . eng1neer1ng 9474 Kearny Villa Rd, Suite 215, San Diego, CA 92126 Evan Coles, P.E. (858) 376-7734 evan@solidformseng.com OM ON NO NN N-r--. <D 0~ I.(') ..--..--....... N U) In 0 It) I M N 0 N Cl!: ca (.) STRUCTURAL CALCULATIONS Wexler Residence 1518 Martingale Ct, Carlsbad, CA 92011 09-25-2023 : Project# 23-238 Table of Contents Design Criteria & Loads .................................................. 1 Gravity Analysis & Design .............................................. 2-5 Lateral Analysis & Design .............................................. 6-14 Foundation Analysis & Design ..................................... 15 CITY Design Criteria Building Code: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Bolting: Welding: Wood: Soil: Desig_n Loads Load 1 DL Concrete Tile Roof Plywood Joists Insulation Drywall Electrical/Mech./Misc. Other Total DL LL Residential Roof Total Load Load 3 solid forms e n g in eering 2021 IBC/2022 CBC -ASCE / SEI 7-16 ACI 318-19 [fc = 2500 psi -No Special Inspection Req.'d (U.N.O.)] TMS 402-16/ACI 530-16 [Normal Wt.-ASTM C90-fm=1500 psi-Spec. Insp. Req.'d] ASTM C270 [fc = 1800 psi Type SJ ASTM C476 [fc = 2000 psi] ASTM A615 [Fy = 40 ksi For #4 Bars & Smaller/ Fy = 60 ksi For #5 Bars & Larger] AISC 360-16, 15th Edition W Shapes (I Beams): ASTM A992, High Strength, Low Alloy, Fy = 50 ksi HSS Shapes (Rect.): ASTM AS00, Carbon Steel, Fy = 46 ksi HSS Shapes (Round): ASTM AS00, Carbon Steel, Fy = 42 ksi Pipe Shapes: ASTM A53, Grade B, Carbon Steel, Fv = 35 ksi All other steel: ASTM A36, Fv = 36 ksi A307 / A325-N / A490-N (Single Plate Shear Conn.) E70 Series Typ. (E90 Series for A615 Grade 60 Reinforcing Bars) Shop welding to be done in an approved fabricator's shop. Field welding to have continuous Special Inspection. NDS-2018 Soil Classification (Table 1806.2): Allowable Bearing Pressure = Lateral Bearing Pressure = Active Pressure = At-rest Pressure = Coefficient of Friction = esf Load 2 10.0 DL Carpet & Pad Floor 1.5 Plywood 3.5 Joists 1.5 Insulation 2.5 Drywall 1.0 Elec./Mech./Misc. 0.0 Other 20 Total DL 20 LL Residential Floor 40 Total Load Load 4 (SW, SP, SM, SC, GM, & GC) 1500 psf (Table 1806.2) 150 psf/ft: (Table 1806.2) 30 psf/ft: (Table 1610.1) 60 psf/ft (Table 1610.1) 0.25 (Table 1806.2) est Int. Wall 4.0 DL Drywall 1.5 2x4 Studs @ 16"o.c. 3.5 Misc. 1.5 Other 2.5 Total Load 1.0 0.0 Ext. Wall 1 14 DL Stucco 40 2x4 Studs@ 16"o.c. 54 Drywall Insulation Misc. Other Total Load Ext. Wall 2 Page 1 of 15 09/25/23 esf 5.0 1.0 1.0 7 esf 10.0 1.0 2.5 1.5 1.0 16 Multiple Simple Beam UC#: KW-06015083, Build:20.23.08.30 Description: ROOF GRAVITY Wood Beam Design : RH-1 solidforms enginee ring Solid Forms Engineering Page 2 of 15 09/25/23 Project File: WEXLER.ec6 (c) ENERCALC INC 1983-2023 Calculations per NOS 2018, IBC 2021, ASCE 7-16 BEAM Size : Wood Species : 4x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 Fb -Tension Fb -Compr 900.0 psi Fe -Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend -xx 1,600.0ksi 580.0 ksi Density 31.210 pcf Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 7.0 ft Design summary Max fb/Fb Ratio = fb: Actual : 0.620 · 1 893.89 psf at 1.442. 33 psi +D+Lr Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.256 : 1 57.61 psi at 225.00 psi +D+Lr .D. Lr 0.58 0.56 0.58 0.56 L Wood Beam Design : RB-1 BEAM Size: 4.000 ft in Span # 1 0.000 ft in Span # 1 'ii E ------~~m~ttri!~~;~~;.:--~ • .. -~~:r.-;.r:;,~-~;~.;.:~--·~~.:}::~~~ {r,;~ ~:--~~ r • l::! 4x8 8.0 ft ax e ectIons Transient Downward 0.073 in 1316 LC: Lr Only 0.000 in 9999 LC: Ratio Transient Upward Ratio Total Downward 0.149 in Ratio 645 LC: +D+Lr Total Upward 0.000 in Ratio 9999 LC: Calculations per NOS 2018, IBC 2021, ASCE 7-16 Wood Species : 3.5x9.25, Parallam PSL, Fully Braced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Fb -Tension Fb-Compr 2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi 2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi Density 45.07 pct Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 7.50 ft Design Summary Max fb/Fb Ratio = fb : Actual: Fb : Allowable : Load Comb : Max fv/FvRatio = fv : Actual: Fv : Allowable : Load Comb: 0.455; 1 1,698.66 psi at 6. 750 ft in Span # 1 3,731 .26 psi +D+Lr 0.237: 1 86.00 psi at 12.735 ft in Span# 1 362.50 psi +D+Lr .D. Lr L s. 'ii E Max Reactions (k) Left Support 1.08 1.01 Right Support 1.08 1.01 ------::~~" -~j;~4 l::! Ratio 3.5x9.25 13.50 ft 0.244in 663 LC: Lr Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward Ratio Total Upward Ratio 0.505 in 320 LC: +D+Lr 0.000 in 9999 LC: Multiple Simple Beam LIC#: KW-0601 5083, Build:20.23.08.30 Description : FLOOR GRAVITY Steel Beam Design : FB-1 solid forms e ngin ee r i n g Solid Forms Engineering Page 3 of 15 09/25/23 Project File: WEXLER.ec6 (c) ENERCAL INC 1983-2023 Calculations per AISC 360-16, IBC 2021, ASCE 7-16 STEEL Section : W8x40, Fully Braced Using Allowable Strength Design with ASCE 7-16 Load Combinations, Major Axis Bending Applied Loads Beam self weight calculated and added to loads Unit Load: D = 0.0340, L = 0.040 k/ft, Trib= 7.50 ft Unit Load: D = 0.0160 k/ft, Trib= 9.0 ft Unit Load: D = 0.020, Lr= 0.020 k/ft, Trib= 7.50 ft Design Summary Max fb/Fb Ratio = Mu : Applied Mn I Omega : Allow Load Comb : 0.213: 1 21.107 k-ft at 6. 750 ft in Span # 1 99.301 k-ft +D+0. 750Lr+0. 750L 0.1 05: 1 t < I 4, Fy = 50.0 ksi E = 29,000.0 ksi l Max fv/FvRatio = Vu: Applied 6.254 k at 0.000 ft in Span# 1 13.50 ft Vn / Omega : Allow Load Comb : 59.40 k +D+0. 750Lr+0. 750L l2 Lr L Max Reactions (k) Left Support 3.98 1.01 2.03 Right Support 3.98 1.01 2.03 Steel Beam Design : FB-2 '1::1. l:i Max Deflections Transient Downward Ratio 0.053 in 3043 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward 0.164 in 985 LC: +D+0. 750Lr+0. 750L Total Upward Ratio 0.000 in 9999 LC: Calculations per AISC 360-16, IBC 2021, ASCE 7-16 STEEL Section : W8x40, Fully Braced Using Allowable Strength Design with ASCE 7-16 Load Combinations, Major Axis Bending Applied Loads Beam self weight calculated and added to loads Unit Load: D = 0.0340, L = 0.040 k/ft, Trib= 7.0 ft Unit Load: D = 0.0160 k/ft, Trib= 9.0 ft Unit Load: D = 0.020, Lr= 0.020 k/ft, Trib= 17.50 ft Unit Load: D = 0.0160, Lr= 0.020 k/ft, Trib= 7.0 ft Design Summary Max fb/Fb Ratio = Mu : Applied Mn / Omega : Allow Load Comb : 0.335: 1 33.295 k-ft at 6. 750 ft in Span # 1 99.301 k-ft +D+0.750Lr+0.750L +H 0.166 : 1 t l - Fy = 50.0 ksi E = 29,000.0 ksi Max fv/FvRatio = Vu : Applied 9.865 k at 0.000 ft in Span # 1 13.50 ft 59.40 k Vn / Omega : Allow Load Comb : +D+0. 750Lr+0. 750L +H Max Reactions (k) 0. Lr Left Support 5.97 3.31 Right Support 5.97 3.31 L 1.89 1.89 Wood Beam Design : FH-1 '1::1. E l:i Max Deflections Transient Downward Ratio 0.087in 1863 Transient Upward Ratio LC: Lr Only 0.000 in 9999 LC: Total Downward 0.259 in 624 C: +D+0.750Lr+0.750L+H Total Upward Ratio 0.000 in 9999 LC: Calculations per NOS 2018, IBC 2021, ASCE 7-16 BEAM Size : Wood Species : Fb -Tension Fb -Compr Applied Loads 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 875.0 psi Fe -Prll 600.0 psi Fv 170.0 psi Ebend-xx 875.0 psi Fe -Perp 625.0 psi Ft 425.0 psi Eminbend -xx Beam self weight calculated and added to loads Unif Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 7.0 ft Unit Load: D = 0.0140, L = 0.040 k/ft, Trib= 7.0 ft Unit Load: D = 0.0160 k/ft, Trib= 9.0 ft 1,300.0 ksi 470.0ksi Density 31.21 0 pct Multiple Simple Beam UC#: KW-06015083, Build:20.23.08.30 Wood Beam Design : FH-1 solidforms e ngi neering Solid Forms Engineering Page 4 of 15 09/25/23 Project File: WEXLER.ec6 (c) ENERCALC INC 1983-2023 Calculations per NDS 2018, IBC 2021, ASCE 7-16 BEAM Size: Wood Species : Fb -Tension Fb-Compr 6x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 875.0 psi Fe -Prll 600.0 psi Fv 170.0 psi Ebend-xx 875.0 psi Fe -Perp 625.0 psi Ft 425.0 psi Eminbend -xx 1,300.0 ksi 470.0 ksi Density 31 .210 pcf Design summary Max fb/Fb Ratio = fb: Actual : 0.755· 1 658.67 psf at 872.53 psi +D+L ' . ;;\ . . Fb : Allowable : 3.000 ft in Span # 1 Load Comb : Max fv/FvRatio = fv: Actual: 0.320: 1 54.43 psi at 170.00 psi _., 6x8 ' Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support +D+L Q Lr 1.05 0.42 1.05 0.42 J. 0.84 0.84 Wood Beam Design : FH-2 5.380 ft in Span # 1 .s. E Jj 6.0 ft ax e ections Transient Downward 0.033 in 2204 Ratio Transient Upward Ratio LC: L Only 0.000 in 9999 LC: Total Downward 0.077 in Ratio 929 LC: +D+0.750Lr+O. ?SOL Total Upward Ratio 0.000 in 9999 LC: Calculations per NDS 2018, IBC 2021, ASCE 7-16 BEAM Size: Wood Species : 3.5x11.25, Parallam PSL, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Fb -Tension Fb-Compr 2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi 2900psi Fc -Perp 750psi Ft 2025 psi Eminbend-xx 1016.535ksi Density 45.07 pcf Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 10.0 ft Unif Load: D = 0.0160 k/ft, Trib= 9.0 ft Unif Load: D = 0.020, Lr= 0.020 k/ft, 0.0 to 4.0 ft, Trib= 4.0 ft Design Summary Max fb/Fb Ratio = fb: Actual : 0.526; 1 1,467.24 ps, at 2,791.04 psi +D+L Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.396: 1 114.78 psi at 290.00 psi +D+L Q Lr J. 1.74 0.26 2.00 1.55 0.06 2.00 4.900 ft in Span # 1 0.000 ft in Span# 1 .s. Y::J. E Jj ax e ect,ons Transient Downward 0.109in 1101 Ratio Transient Upward Ratio LC: L Only 0.000 in 9999 LC: Total Downward Ratio Total Upward Ratio 0.197 in 608 LC:+D+L 0.000 in 9999 LC: solidforms engineering Page 5 of 15 09/25/23 I Multiple Simple Beam Project File: WEXLER.ec6 LIC#: KW-06015083, Build:20.23.08.30 Solid Forms Engineering (c) ENERCALC INC 1983-2023 Wood Beam Design : FH-3 Calculations per NOS 2018, IBC 2021, ASCE 7-16 BEAM Size: 3.5x9.25, Parallam PSL, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species : iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Fb -Tension Fb-Compr 2900 psi Fe -Prtl 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45.07 pcf 2900psi Fc-Perp 750psi Ft 2025psi Eminbend-xx 1016.535ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 10.0 ft Unif Load: D = 0.0160 k/ft, Trib= 9.0 ft Unif Load: D = 0.020, Lr= 0.020 k/ft, Trib= 4.0 ft Design summary Max fb/Fb Ratio = fb: Actual: Fb : Allowable : 0.511·1 1,488.97 psf at 2,912.58 psi +D+L 4.000 ft in Span # 1 Load Comb : Max fv/FvRatio = fv: Actual : Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.402: 1 116.69 psi at 290.00 psi +D+L Q. l.J: 1.50 0.32 1.50 0.32 L 1.60 1.60 0.000 ft in Span # 1 .E Wood Beam Design : FB-3 BEAM Size: 7x9.25, Parallam PSL, Fully Braced l::i 3.5x9.25 8.0 ft ax e ect1ons Transient Downward 0.080 in 1195 Ratio Transient Upward Ratio LC: L Only 0.000 in 9999 LC: Total Downward Ratio Total Upward Ratio 0.155 in 617 LC:+D+L 0.000 in 9999 LC: Calculations per NOS 2018, IBC 2021, ASCE 7-16 Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Species : iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Fb -Tension Fb-Compr 2,900.0 psi Fe -Prtl 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.070 pcf 2,900.0 psi Fe -Perp 750.0 psi Ft 2,025.0 psi Eminbend -xx 1,016.54 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 7.0 ft Design Summary Max fb/Fb Ratio = fb: Actual : 0.513; 1 1,532.05 ps1 at 2,985.01 psi +D+L Fb : Allowable : Load Comb: Max fv/FvRatio = fv : Actual : Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.231 : 1 66.92 psi at 290.00 psi +D+L Q. l.J: 0.95 0.95 L 2.24 2.24 8.000 ft in Span # 1 0.000 ft in Span# 1 Y:i. .E ----------------------------iiil.0980i L(0.280~ 7x9.25 ' ~· .... -:::t/i: .... ~~-· ,... ~c.""1,._V::, ;-~~-.,. ',•"'/'••';' ~~ 16.0 ft ax e ect1ons l::i Transient Downward 0.450 in Ratio 427 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward Ratio Total Upward Ratio 0.639 in 300 LC:+D+L 0.000 in 9999 LC: Seismic Design solid forms engineer in g Page 6 of 15 09/25/23 Design Variables Base Shear Calculation (ASCE 7-16 Sec. 12.8 & Supplement 2) Latitude= 33.12 (12.8·2) V= C5W Cs= Sos*I/R Longitude= -117.29 Site Class= D (12.8·3) for TsT,: So1*I/(RT) Occupancy = II Where: Cs max. = forT>T,: 501*TL*I/(RT2) Table 1.5·1 (12.8·4) Seis. Category = D Table 11.6·1 & 2 I = 1.0 Tables 1·1 & 11.5·1 (12.8·5) for S1<0.6:0.044SosI~0.01 Where: Cs min. = R = 6.S Table 12.2-1 (12.8·6) for 512:0.6: 0.551 *I/R 5s = 1.021 Section 11.4.1 51 = 0.370 Section 11.4.1 DL Area Len. Fa= 1.200 Table 11.4-1 Material (psf) (ft2) (ft) Fv = 1.930 Table 11.4-2 Load 1 20 2250 SMs = Ss*Fa = 1.225 ._ _ (11.4-1) QJ QJ a.> SM! = S1*Fv = 0.714 (11.4-2) g-.'.:l Ext. Wall 1 16 195 Sos = 2/3*5Ms = 0.817 (11.4-3) Int. Wall 7 100 501 = 2/3*5Ml = 0.476 (11.4-4) 2250 All other structural systems Table 12.8-2 Ct= 0.02 aj Table 12.8·2 > QJ x= 0.75 Table 12.8-2 ....J ... TL= 8 Figure 22· 15 QJ Load 2 14 2250 Ta= Ct*h/ = 0.189 (12.8·7) ~ Ext. Wall 1 16 195 ....J T =Ta= 0,189 Section 12.8.2 Int. Wall 7 100 2250 hn = 20.0 Section 12.8.2.1 Cs= 0.126 Section 12.8. 1.1 k = 1 Section 12.8.3 Cd= 4 Table 12.2·1 /j,a = hsx * 0.025 Table 12.12·1 Vertical Distribution of Forces & Allowable Elastic Drift (ASCE 7-16, Sec. 12.8.3 & 12.8.6) Level Wx hx h/ Wxh/ Fx Fx (psi) % P 5xe allow. Upper Level 62.2 20.0 20.0 1244 10.5 4.7 65% Yes 0.750 Lower Level 65.9 10.0 10.0 659 5.6 2.5 100% Yes 0.750 128.1 1903 16 7 Level Forces (ASCE 7-16, Sec. 12.10.1.1) Level Wx I.Wx Fx I.Fx fpx fpx (ASD) Where: Roof 62.2 62.2 10.5 10.5 10.5 7.4 Fmin. = 0.2ISosWx Lower Level 65.9 128.1 5.6 16.1 10.8 7.5 Fmax. = 0.4ISosWx 128.1 16.1 = = = Ht. (ft) 9 9 9 9 0.126 0.387 Max. 0.036 Min. Above w (kips) (kips) 45.0 14.0 3.2 62.2 31.5 14.0 + 14.0 3.2 + 3.2 65.9 Where: 6xe allow. = 6 a *I/Cd (Section 12.8.6) p : Redundancy Check Required if story shear is > 35% of base shear (Section 12.3.4.2) Wind Design solidforms eng i nee r ing Page 7 of 15 09/25/23 Wind Pressures for MWFRS ASCE 7-16 -Envelope Procdedure Method 2 Design Variables Occupancy= l wind = Basic Wind Speed (mph) = Exposure Category = Topographic Kzt = Width (ft)= Length (ft) = Roof Pitch Eave Ht. (ft) = Ridge Ht. (ft) = Mean Roof Ht (ft) = >.= 8= >.K,tl = 2a (ft) = Min. Design Load (psf) = II Table 1.5· 1 1.00 Tables 1.5-2 110 Figure 26.5-l A B Section 26. 7.3 1 Section 26.8.2 48.0 Transverse 45.0 Longitudinal 4: 12 19.0 27.0 23.0 1 Figure 28.6-1 18.4 1.0 9.0 Figure 28.6-1 Note 9 16.0 Section 28.4.4 Ps = AKztlPs3o (28.6-1) Note: (-) Horiz. Pressures shall be zero. Horiz. Press. (psf) A B C Transverse 25.8 -7.3 17.2 Longitudinal 19.2 -10.0 12.7 TlllTTTTTT lhtc-rf-rf~f-r-t-r-ffr-,f..-.1 -------------------7 -----Width, W • -,-Ridge Eave height height Wind pressures are in psf I •B•=• wind prffenee is le•s lhon zero (0), use O for design. D -4.1 -5.9 Transverse Governing Design Force: Transverse Tributary Area: Transverse Governing Design Pressure: 19.4 kips 1215 ft2 16.0 psf 1ttt t 11111 +tffffttttt Venical _§ r --,--Ridge 1§ l : J ~ eeta height W////,1//////#ld/#/#///#dW/////?/mW/?//,l)w////4,;#. h-•~igh_•_~ ~----L/2 ----·-------..l------U2 -----~ Wind pressures ere in paf Longitudinal Governing Design Force: Longitudinal Tributary Area: Longitudinal Governing Design Pressure: 17.7 kips 1104 ft2 16.0 psf E -23.1 -23.1 Vert. Press. Overhangs F G H ECH GCH -15.7 -16.0 -12.0 -32.3 -25.3 -13.1 -16.0 -10.1 -32.3 -25.3 Transverse Zone Ps Area Force (k) Total (k) A 25.8 171 4.4 B 0.0 72 0.0 C 17.2 684 11.7 16.2 D 0.0 288 0 Min. 16.0 1215 19.4 19.4 E -23.1 216 -5.0 F -15.7 216 -3.4 G -16.0 864 -13.8 -32.6 H -12.0 864 -10.4 Min. -16.0 2160 -34.6 -34.6 Longitudinal Zone Ps Area Force (k) Total (k) A 19.2 185 3.5 B C 12.7 920 11.7 15.2 D Min. 16.0 1104 17.7 17.7 E -23.1 203 -4.7 F -13.1 203 -2.7 G -16.0 878 -14.0 -30.2 H -10.1 878 -8.9 Min. -16.0 2160 -34.6 -34.6 Lateral Design Upper Level N-5 Line: Seis. Area (ft') = 620 Shear Line Len.Tot. (ft) = 12 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Right LH = Vert.Trib Height (ft) = I 10.0 Lw = Dist to Adj Gridline (ft) = I 30.0 Shear Above: Line = - VxAbove (Seis/Wind) = -- %T,ib. of Load = solidforms eng in eering C p = 1.0 Sos = 0.817 Plate Ht. (ft) = 9 Lwall Tot. (ft) = 12 -- --- Shearwall Seis. Wind Strength Design Seis. Force: Fx = 4.7 psf Maximum Wind Pressure: Px = VxSois(ASD) = Area/2*Fx*p*0.7 = 1015 xWind = LH*Lw/2*Px *0.6 = V 16.0 psf lbs 1440 lbs lbs °l.Vx (Above) = Vx Total = 1015 1440 lbs Vx/L = 85 120 plf - Use Sheaiwall Type= @ Page 8 of 15 09/25/23 vxAbv.Trib. (Seis/Wind) = with LTP4 clips@ 48 "o.c. 72% Wood Sheaiwalls = Length = Load Type= Shear Load (lbs) = Wall DLDist. (psf) = Resis. DLoist. (plf) = Resis. DLPoint (lbs) = DLPoint Dist (ft) = MomentoT (lb-ft) = 1MomentResist. (lb-ft) = Uplift (lbs) = UpliftAbove = Upli~et. = Left Holdown = Right Holdown = W1 12 Seis._l___lM_nd 1015 1440 16 112 9132 12960 8951 11059 16 165 N/A N/A Upper Level N-S Line: Seis. Area (ft') = 430 Shear Line Len.Tot. (ft) = 12 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Right LH = Vert.Trib Height (ft) = I 10.0 Lw = Dist to Adj Gridline (ft) = I 30.0 Shear Above: Line= - VxAbove (Seis/Wind) = -- %T,ib. of Load = vxAbv.Trib. (Seis/Wind) = W2 J 0 0 -- -- -- -- E p = 1.0 Sos= 0.817 Plate Ht. (ft) = 9 Lwall Tot. (ft) = - -- See Perforated Shearwall Cales on Following Pages 0 - - - - - for entire length of grid line C W3 W4 Ws w6 I - I ~I _J_ 0 0 0 0 0 0 ------ ------ ------ ------ Perforated Shearwall Seis. Wind Strength Design Seis. Force: Fx = 4.7 psf Maximum Wind Pressure: Px = 16.0 psf Vxse1s (ASD) = Area/2*F x *p*O. 7 = 704 lbs - V xWind = LH*Lw/2*Px *0.6 = °l.Vx (Above) = VxTotal = 704 1440 lbs lbs 1440 lbs 0 1Reslstlng Moment DL is reduced by 0.6--0.14'5os for Seis.(12.14.3.1.3) & 0.6 for Wind (2.4.1) 0 - - - - Lateral Design Upper Level E-W Line: Seis. Area (ft') = 680 Shear Line Len.Tot. (ft) = 20 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Right LH = Vert.Trib Height (ft) = I 10.0 Lw = Dist to Adj Gridline (ft) = I 50.0 Shear Above: Line= - VAAbov• (Seis/Wind) = -- %Trib. of Load = solid forms eng ineering 1 p = 1.0 Sos= 0.817 Plate Ht. (ft) = 9 Lwall Tot. (ft) = 8 - -- - - Shearwall Seis. Wind Strength Design Seis. Force: F x = 4.7 psf Maximum Wind Pressure: Px = 16.0 psf VxSeis(ASO) = Area/2*Fx*p*0.7 = 1113 V,wind = LH*Lw/2*Px *0.6 = lbs 2400 lbs lbs 'rVx (Above) = Vx Total = 1113 2400 lbs Vx/L = 139 300 plf - Use Shearwall Type= @ Page 9 of 15 09/25/23 vxAbv.Trib. (Seis/Wind) = with L TP4 clips @ 24 "o.c. 36% Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall DLoist. (psf) = Resis. DLo;st. (plf) = Resis. DLPoint (lbs) = DLPoint Dist (ft) = Momentm (lb-ft) = 1MomentR.,~t. (lb-ft) = Uplift (lbs) = UpliftAbov• = Upli~et. = Left Holdown = Right Holdown = w, 8 Seis. J_ Wind 1113 2400 16 10016 21600 2238 2765 1037 2511 1037 2511 Per Plan Per Plan Upper Level N-S Line: Seis. Area (ft') = 390 Shear Line Len.Tot. (ft) = 19 Wind Relative to Ridge = Parallel Wind Lengths: Left Right LH = Vert.Trib Height (ft) = I 10.0 ---<f--Lw = Dist to Adj Gridline (ft) = I 16.0 Shear Above: Line = V-.Aoo;e (Seis/Wind) = %Tnb. of Load = v,Abv.Trib. (Seis/Wind) = W2 I 0 0 -- -- -- -- B p = 1.0 Sos = 0.817 Plate Ht. (ft) = 9 Lwan Tot. (ft) = USED FOR LOADS ONLY for entire length of grid line 1 W3 W4 Ws I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- Seis. Wind Strength Design Seis. Force: F x = 4.7 Maximum Wind Pressure: Px = 16.0 V,seis.(ASO) = Area/2*F, *p*0.7 = 638 Vxwind = LH*Lw/2*Px *0.6 = 768 Nx (Above) = VxTotal = 638 768 0 1Resistlng Moment DL is reduced by 0.6--0.l4'Sos roe Seis.(12.14.3.1.3) & 0.6 ror Wind (2.4.1) w6 I 0 - - - - psf psf lbs lbs lbs lbs Lateral Design Lower Level N-S Line: Seis. Area (ft2) = 670 Shear Line Len.Tot. (ft) = 9 Wind Relative to Ridge = Wind Lengths: LH = Vert.Trib Height (ft) = Lw = Dist to Adj Gridline (ft) = Shear Above: Line= VxAoov• (Seis/Wind) = %Tub. of Load = vxAbv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type = Shear Load (lbs) = Wall DLo;st. (psf) = Resis. DLoist. (plf) = Resis. DLPoint (lbs) = DLPoint Dist (ft) = Momento-r (lb-ft) = IMomen4lesist. (lb-ft) = Uplift (lbs) = UpliftAbove = Uplifti.et. = Left Holdown = Right Holdown = Lower Level Seis. Area (ft2) = Shear Line Len.Tot. (ft) = Wind Relative to Ridge = Wind Lengths: LH = Vert.Trib Height (ft) = Lw = Dist to Adj Gridline (ft) = Shear Above: Line = VxAbove (Seis/Wind) = %Trib. of Load = VxAbv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall DLoist. (psf) = Resis. DLo;st. (plf) = Re sis. DLPoint (lbs) = OLpo1nt Dist (ft) = Momento-r (lb-ft) = IMomen\i\esist. (lb-ft) = Uplift (lbs) = UpliftAbove = Uplifti.et. = Parallel Left Right I 10.0 I 3o.o Upper Level B 638 768 100% 638 768 W1 7.5 Seis. J Wind 1219 2208 16 10971 19872 1967 2430 1286 2492 1286 2492 Per Plan Per Plan N-S Line: 1080 12 Perpendicular Left Right I 10.~ I 45.o Upper Level C 1015 1440 100% 1015 1440 W1 12 Seis. -f Wind 1951 3600 7 17558 32400 2203 2722 1335 2581 1335 2581 Left Holdown = Per Plan Right Holdown = Per Plan so lidforms Page 10 of 15 09/25/23 eng in eering B p = 1.0 Sos= 0.817 Plate Ht. (ft) = 9 Lwall Tot. (ft) = 7 .5 . I . . . I W2 I 0 0 0 . . . -. - -. - --- C p = 1.0 Sos= 0.817 Plate Ht. (ft) = 9 Lwall Tot. (ft) = 12 I I W2 I 0 0 0 --. . -- --. -. - Shearwall Seis. Wind Strength Design Seis. Force: F. = 2.5 psf . W3 I Maximum Wind Pressure: Px = 16.0 psf Vxseis(ASO) = Area/2*Fx*p*0.7 = xWind = LH*Lw/2*Px *0.6 = V . °l.Vx (Above) = Vx Total = VJ L = Use 5hearwall Type= 581 638 1219 lbs 1440 lbs 768 lbs 2208 lbs 163 294 plf @ with LTP4 clips@ 16 "o.c. 49% for entire length of grid line B W4 Ws w6 _j _L I 0 0 0 0 0 0 0 . . . . -. . ------- . ---. . - . ------ Shearwall Seis. Wind Strength Design Seis. Force: Fx = 2.5 psf Maximum Wind Pressure: Px = 16.0 psf Vxs.1s.(ASO) = Area/2*Fx*p*0.7 = 936 lbs Vxwind = LH*Lw/2*Px *0.6 = 2160 lbs °l.Vx (Above) = 1015 1440 lbs VxTotal = 1951 3600 lbs VJ L = 163 300 plf Use Shearwall Type= @ with LTP4 clips@ 16 "o.c. 60% for entire length of grid line C W3 W4 Ws w 6 I I I I 0 0 0 0 0 0 0 ------- -----. . ------- . ------ 1Reslsting Moment OL is reduced by 0.6-0.I4'Sos for Seis.(I2.I4.3.1.3) & 0.6 fo, Wind (2.4.1) Lateral Design Lower Level E-W Line: Seis. Area (fr) = 1600 Shear Line Len.Tot. (ft) = 12 Wind Relative to Ridge = Parallel Wind Lengths: Left Right LH = Vert.Trib Height (ft) = I 10.0 Lw = Dist to Adj Gridline (ft) = I 3o.o Shear Above: Line= Upper Level 1 VxAoov• (Seis/Wind) = 1113 2400 %Tr1b. of Load = 100% sol idforms engineering 1 p = 1.0 Sos= 0.817 Plate Ht. (ft) = 9 Lwan Tot. (ft) = 12 Upper Level 2 3650 2304 1/2 - - Shearwall Seis. Wind Strength Design Seis. Force: F, = 2.5 psf Maximum Wind Pressure: P, = 16,0 psf VxSeis(ASOJ = Area/2*F,*p*O.7 = 1387 lbs V xWind = LH*Lw/2*P, *0.6 = 1440 lbs 'l.V, (Above) = 2938 3552 lbs v,Total = 4325 4992 lbs Vx/L = 360 416 plf -@ Use Shearwall Type= Page 11 of 15 09/25/23 vxAbv.Trib. (Seis/Wind) = 1113 2400 1825 1152 with L TP4 clips @ 16 "o.c. 83% W1 12 Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall DLoist. (psf) = Resis. DLoist. (plf) = Resis. DLPoint (lbs) = DLPoint Dist (ft) = Seis. I Wind 4325 4992 16 38923 44928 5035 6221 2947 3366 2947 3366 MomentoT (lb-ft) = 1Momen~esist. (lb-ft) = Uplift (lbs) = UpliftAbove = Uplifti,et. = Left Holdown = Right Holdown = Per Plan Per Plan Upper Level E-W Line: Seis. Area (fr) = 2230 Shear Line Len.rot. (ft) = 13 W2 l 0 0 -- -- -- -- 2 p = 1.0 ~ __ W_i_nd_R_el_at_iv_e_t_o_R_id~g~e_= ___ P_ar_a_lle_l_...., Sos= 0.817 Wind Lengths: Left Right Plate Ht. (ft) = 9 LH = Vert,Trib Height (ft) = I ...!.Q:_O _ LwanTot. (ft) = 12 Lw = Dist to Adj Gridline (ft) = 48.0 Shear Above: Line = VxAbov• (Seis/Wind) = %Trib. of Load = VxAbv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall DLo;st (psf) = Resis. DLoist. (plf) = Resis. DLpo1nt (lbs) = DLPoint Dist (ft) = MomentoT (lb-ft) = 1Momen~esist. (lb-ft) = Uplift (lbs) = UpliftAbove = Uplifti,,t. = Left Holdown = Right Holdown = W1 12 Seis. I Wind 3650 2304 7 200 32846 20736 9196 11362 2057 815 2057 815 Per Plan Per Plan W2 I 0 0 -- -- -- -- 0 - - - - 0 - - - - for entire length of grid line 1 W3 w. Ws w6 _J_ I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- Shearwall Seis. Wind Strength Design Seis. Force: F, = 4.7 psf Maximum Wind Pressure: P, = 16.0 psf V,s.is.(ASOJ = Area/2*F,*p*O.7 = 3650 lbs V,wind = LH*Lw/2*P, *0.6 = 2304 lbs 'l.V, (Above) = lbs V, Total = 3650 2304 lbs Vx/L = 304 192 plf Use Shearwall Type= @ with LTP4 clips @ 12 "o.c. 42% for entire length of grid line 2 W3 w. Ws w6 I I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment OL Is reduced by 0.&-0.14*So, for5es.(12.14.3.!.3) & 0.6 for Wind (2.4.1) - Lateral Design Lower Level Ol C: 'i: :5 t:'. QI 0 Seis. Area (ft2) = Shear Line Len.Tot. (ft) = Wind Relative to Ridge = Wind Lengths: LH = Vert.Trib Height (ft) = Lw = Dist to Adj Gridline (ft) = Shear Above: Line = V,Abov• (Seis/Wind) = %Trib. of Load = v,Abv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall DLoist. (psf) = Resis. DLo1st. (plf) = Resis. DLPolnt (lbs) = DLPoint Dist (ft) = Momento-r (lb-ft) = 1MomentResist. (lb·ft) = Uplift (lbs) = UpliftAbove = Upli~et. = Left Holdown = Right Holdown = Seis. Area (tt2) = Shear Line Len.To,. (ft) = Wind Relative to Ridge = Wind Lengths: LH = Vert.Trib Height (ft) = Lw = Dist to Adj Gridline (ft) = Shear Above: Line = V,Aoove (Seis/Wind) = 0/o-rrib. of Load = v,Abv.Trib. (Seis/Wind) = Wood Shearwalls = Length = Load Type = Shear Load (lbs) = Wall DLoist. (psf) = Resis. DLoist. (plf) = Resis. DLPoint (lbs) = DLPoint Dist (ft) = Momento-r (lb-ft) = 1Momen~esist. (lb-ft) = Uplift (lbs) = UpliftAbove = Upli~et. = Left Holdown = Right Holdown = N-S Line: 800 12 Parallel Left Right I 10.0 I 28.0 Upper Level E 704 1440 100% 704 1440 W1 6 Seis. I Wind 931 1856 8383 16704 0 0 1524 3037 1524 3037 Per Plan Per Plan Line: Left I Right W1 I so lidforms engineer i ng E p = 1.0 Sos = 0.817 Plate Ht. (ft) = 9 Lwan Tot. (ft) = 9 - --- - Shearwall Strength Design Seis. Force: Fx = Maximum Wind Pressure: Px = Vxseis (ASO) = Area/2*Fx*p*0.7 = xWind = LH*Lw/2*Px *0.6 = V - 'i.Vx (Above) = VxTotal = 3.5: 1 = (h/2L)* VJL = Use Shearwall Type= Seis. 2.5 693 Wind psf 16.0 psf lbs 1344 lbs 704 1440 lbs 1397 2784 lbs 233 309 plf @ Page 12 of 15 09/25/23 with LTP4 clips@ 16 "o.c. 46% Wz 3 Seis. I Wind 466 928 4192 8352 0 0 1677 3341 1677 3341 Per Plan Per Plan p = 1.0 Sos= 0.817 Plate Ht. (ft) = Lwan Tot. (ft) = W2 I 0 - - - - for entire length of grid line E W3 W4 Ws I I I _J_ 0 0 0 0 ---- ---- ---- ---- Shearwall Strength Design Seis. Force: F x = Maximum Wind Pressure: Px = Vxse1s.(ASO) = Area/2*Fx*p*0.7 = Vxwind = LH*Lw/2*Px *0.6 = 'i.Vx (Above) = VxTotal = VJL = Use Shearwall Type= 0 0 -. -. -. -. Seis. Wind 0 with L TP4 clips @ 48 "o.c. for entire length of grid line I I w6 I I psf psf lbs lbs lbs lbs plf 0 - - - - 'Resisting Moment DL is reduced by 0.6--0.14*Sos for Sels.(12.14.3.1.3) & 0.6 for Wind (2.4.1) solidforms engineering Page 13 of 15 09/25/23 Perforated Shear Wall Analysis Wood Framed Shear Walls with Openings (SEAOC Design Manual Vol. II) Grid Line: Upper Level E Gov. Force: Wind= Sos = 0.8168 Uniformly Distributed Resisting DL = 1440 lbs plf Vert. Shear Force Above Header 079] Wall Dimensions (ft) W1 W2 W3 Window ~--'2""."-5-~----=-2 _____ 5;;;,_~ 19 ft Hl = 1 H2 = 3 H3 = 5 9.5 ft Max Shear= 379 plf (!) Overturning Moment = 12960 lbs*ft 1Resist. Overturning Moment = 0 lbs*ft Resulting Uplift Force = 1364 lbs Holdown Per Plan Header Strap Tension = 379 lbs CS16 Strap Sill Strap Tension = 197 lbs CS16 Strap 1Resisting Moment DL is reduced by 0.&-0.I4*Sos for Seis.(12.14.3.I.3) & 0.6 for Wind (2.4.1) Gov. Grid Line: Force: Sos= 0.8168 Uniformly Distributed Resisting DL = Wall Dimensions (ft) W1 W 2 W3 Window Hl = I Oft H2 = H3 = 0 ft Max Shear= plf 0 Overturning Moment = lbs*ft 1Resist. Overturning Force = lbs*ft Resulting Uplift Force = lbs Header Strap Tension = lbs CS16 Strap Sill Strap Tension = lbs CS16 Strap 'Resisting Moment OL is reduced by 0.&-0.14*Sos for Seis.(I2.14.3.1.3) & 0.6 for Wind (2.4.1) ___ Header Strap Tensio,..n __ ~ V (lb) =I 152 I L....iii] I 531 Shear (bove OrniniL-----, v (plf) =Cii7 379 L!..QLj Horiz. Force @ Openiµg....._..._, V (lb) = Liii] LJQ2._J Shear @ Opening v (plf) =Giu c::::iii] Vert. Shear Force Below Sill T (lb) = [iii] Sill rrap Teron V (lb) =I 333 I 197 Cm:] v (plf) =I 133 Shear Below Sill Liii] 142 22% Vert. Shear Force ...--~ 12% T (lb) =LJ3&U I -1364 I lbs Vert. Shear Force Above Header plf CJ Header Strap Tension V (lb) =I I CJ I V (plf) =I Shear (bove Oreninb I V (lb) =I Horiz. Force @ Openib I Shear @ Opening v(plf)=CJ I Vert. Shear Force Below Sill T (lb) = I I Sill rrap Teron V(lb)=CJ I I Shear Below Sill V (plf) =I I I CJ Vert. Shear Force T (lb) =I CJ solidforms eng in eer in g Redundancy Check Removal of a shear wall or wall pier with a height-to-length ratio greater than 1.0 within any story, or collector connections thereto, would not result in more than a 330/o reduction in story strength. (ASCE Table 12.3-3) Upper Level N-S % Reduction of Story p Worst Case Force Removed (lbs) Story Strength (lbs) Strength Gridline C 0 7365 0% 1.0 Redundancy = 1.0 E-W Worst Case Force Removed (lbs) Story Strength (lbs) % Reduction of Story p Strength Gridline 1 1113 7365 15% 1.0 Redundancy = 1.0 Lower Level N-S Worst Case Force Removed (lbs) Story Strength (lbs) % Reduction of Story p Strength Gridline B 1219 11265 11% 1.0 Redundancy = 1.0 E-W Worst Case Force Removed (lbs) Story Strength (lbs) % Reduction of Story p Strength Gridline 1 0 11265 0% 1.0 Redundancy = 1.0 Page 14 of 15 09/25/23 solid forms eng i nee r ing Page 15 of 15 09/25/23 Foundation Design Distributed Loads Grid line: 1 q= 1500 psf (Note: All loads are psf and lengths are ft) w= Ext. Wall*Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Total Load w= 16 * 9.0 + 7 * + 40 * 14.0 /2 + 54 * 14.0 /2+ * /2+ * /2= 802 plf Grid line: w= W= 16 * Grid line: w= w= 16 * Gov. Load: D+Lr = 802 plf Use: 15 "Wide x 18 "Deep w/ ( 2 } #4 Bars T&B q= Ext. Wall*Ht. + 7 * q= Ext. Wall*Ht. + 7 * Loaded: • • . psf (Note: All loads are psf and lengths are ft) + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Total Load + 40 * /2 + 54 * /2+ * /2+ * /2= 0 plf plf Use: "Wide x "Deep w/ ( 2 } #4 Bars T&B Loaded: psf (Note: All loads are psf and lengths are ft) + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Total Load + 40 * /2 + 54 * /2+ * /2+ * /2= 0 plf plf Use: "Wide x "Deep w/ ( 2 } #4 Bars T&B Loaded: Concentrated Loads Pad Ftg: Fl q= 1500 psf D( 3900 }+Lr( 1100 }+L( 2100 ) + W( ) + E( ) = 7,100 # Total Load Gov. Load: D+0.75L+0.75Lr = 6300 # Factored Load v'(144* 6300 / 1500 )= 24.6 " Min. Square Dimension Use: 27 "Sqr. x 18 " Deep with (3) #5 Bars Ea. Way Loaded:■:£M Pad Ftg: F2 q= 1500 psf D( 11000 )+Lr( 5500 )+L( 4000 ) + W( ) + E( ) = 20,500 # Total Load Gov. Load: D+0.75L+0.75Lr = 18125 # Factored Load v'(144* 18125 / 1500 )= 41.7 " Min. Square Dimension Use: 45 "Sqr. x 18 " Deep with (5) #5 Bars Ea. Way Loaded: ■:rM Pad Ftg: F3 q= 1500 psf D( 6000 }+Lr( 3300 )+L( 1900 ) + W( ) + E( ) = 11,200 # Total Load Gov. Load: D+0.75L+0.75Lr = 9900 # Factored Load v'(144* 9900 I 1500 )= 30.8 " Min. Square Dimension Use: 33 "Sqr. X 18 "Deep with (4) #5 Bars Ea. Way Loaded: ■:fM Pad Ftg: q= psf D( )+Lr( )+L( ) + W( ) + E( ) = # Total Load ## # Factored Load v(144* I )= " Min. Square Dimension Use: "Sqr, X "Deep with #4 Bars Ea. Way Loaded: Pad Ftg: q= psf D( )+Lr( )+L( ) + W( ) + E( ) = # Total Load ## # Factored Load vC144* I )= " Min. Square Dimension Use: "Sqr. x "Deep with #4 Bars Ea. Way Loaded: ( City of Carlsbad DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 442-339-2750 www .ca rlsbadca .gov I'm applying for: □ Grading Permit □ Building Permit □ Right-of-way permit □ Other Project Name:Wexler Remodel & Addition Project ID: CBR2023-5056 DWG #/CB# CBR2023-5056 Address: 1518 Martingale Ct, Carlsbad, CA 92011 APN 2150722200 Disturbed Area: 356 SF Section 1: Determination of Project's SWPPP Tier Level (Check aoolicable criteria and circle the correspondina SWPPP Tier Level, then ao to section 2) Exempt -No Threat Project Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Table1 , section 3.2.2 of Storm Water Standards, the following permits _are_ exempt. from .. ~WPPP. requirements.: ........................................................................................................................... .. I ► Electrical [ ► Patio I ► Mobile Home ! ► Plumbing I ► Spa (Factory-Made) . j. .............................................................................................................................................................................................................................................................................................. j l...► ...... Fire. Sprinkler .. .J .. ► ..... Mechanical .... J...► ..... Re-Roofing ............ L► ....... ?_i_~~ .................. l...► ....... Roof-Mounted .. Solar.Arrav ..... ! Tier 3-Significant Threat Assessment Criteria -(See Construction General Permit (CGP) Section 1.sr D My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, □ My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface or, □ My Project is associated with construction activity related to residential, commercial, or industrial development on lands currently used for agriculture; or □ My project is associated with construction activity associated with Linear Underground/overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. □ Other oer CGP Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: D Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, □ Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through Apr. 30). Tier 1-Low Threat Assessment Criteria t;i My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: • results in some soil disturbance; and/or • includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) SWPPP Tier Level Exempt Tier 3 Tier 2 Tier 1 * Items listed are excerpt from CGP. CGP governs cntena for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 Rev. 04/22 SWPPP Section 2: Determination of Project's Construction Threat Level Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction Level the corresponding Construction Threat Level, then complete the Threat Level signature block below\ Exempt -Not Applicable -Exempt Tier 3 -High Construction Threat Assessment Criteria: M:i Project meets one or more of the following: □ Project site is 50 acres or more and grading will occur during the rainy season □ Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High □ Soil at site is moderately to highly erosive (defined as having a predominance of soils Tier 3 with USDA-NRCS Erosion factors kf greater than or equal to 0.4) □ Site slope is 5 to 1 or steeper □ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30). □ Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 -High Construction Threat Assessment Criteria: M:i Project meets one or more of the following: □ Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA □ Soil at site is moderately to highly erosive (defined as having a predominance of soils High with USDA-NRCS Erosion factors kt greater than or equal to 0.4) Tier2 □ Site slope is 5 to 1 or steeper □ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1-Apr. 30). □ Owner/contractor received a Storm Water Notice of Violation within past two years □ Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium □ My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 -Medium Construction Threat Assessment Criteria: M:i Project meets one or more of the following: □ Owner/contractor received a Storm Water Notice of Violation within past two years Medium □ Site results in 500 sq. ft. or more of soil disturbance Tier 1 □ Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1-April 30) Tier 1 -Low Construction Threat Assessment Criteria Low r;;I My project does not meet Tier 1 Medium Threat Assessment Criteria listed above I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate lier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all limes during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. Owner/Owners Authorized Agent Name: Title: City Concurrence: Yes No Derek Berg Designer (For City Use Only) Owner/Owners Authorized Agent Signature: Date: By: D~8~ 1/18/24 Date: Project ID: E-32 Page 2 of 2 Rev. 04/22 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs l'!HEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INST ALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES 1'11-ilCH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY 1'11-iEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE 1'11TH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKN0\\1..EDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES {BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUl,j EXTENT PRACTICABLE TO A\'OIO THE MOOIUZATION OF POl.1UTANTS SUCH AS SEDIMENT ANO TO A'IQD THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POUUTANTS; AND (2) ADHERE TO, AND AT All TIMES, COMPLY 111TH THIS CITY APPROVED TIER 1 CONSTRUCTION Sl'!PPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CIT'I' OF CARLSBAD. DerekB"fll OWNER(s)/OWNER's AGENT NAME (PRINT) DudfJ~ N~ 1/18/24 OWNER(S)/OWNER'S AGENT __ ,-_ DATE E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 CB ___ _ SW BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Coolrnl BMPs Tracking Non-St>rmWarer Waste Managerrent and Materials BMPs CoolrolBMPs Management BMPs Pollution Coolrol BMPs is is -~ ] C: .., 'ti t; "' 0 .., ., .., ., C -~ .2" E C E 0 0 2 2 .,; .9-0 6 E ., .., t: ., ::,; a, -g C "' l ~ ~ :, >, g 6 Q. l; .!. .!!! S: ]~ .§ CT ~ Best Management Practice' 'ti ·'= oi " 0 CD ~ t: ,.... 5 ; ., ii :Jv, .s o!:: E ., "' ~ .g C .., ., i ~ ~ =: ::,; C 2i (BMP) Description ➔ ., ., i "' ~= C :::, ., 'I! ~ ~ E~ e " 0 'is ~t g' 0:8 il~ ]i :Sis 0"' ., E C i i C " ~ g' 0 1 ct~ j" "' No, l; ,g "':;, ~-~ 2 0 i ... E "il l ~ s] :E ~ 11 ~ "i "' 2 ~-g l; ~g jg .., 0 2 'ii ~ C 0 o; g' ii I~ -ls 0 ~ i~ :u .z: .e c5l vi it 0 ~vi <.> 3= ~o vi u ... V>> "' Q. ::,; CASOA Oesiglation ➔ .... "" "' "' ... "' <O .... "" 0 N "' .... "" ' N "' ... "' I I I ' ' I I I I I I ' ' I ' I I I I I I I u u u u tJI tJI tJI ,.... ,.... tJI tJI tJI f!= f!= j j j j j CooslnlcllonAdMty ,.... ,.... ,.... ,.... z z z z Grodino/Soil Disturbance ) Trenchinnl>xcovotion / / / 7 / v Stnr1<nmn0 Drmin" IRorino I) Concrete/ Asoholt Sowcuttino ./ "/ . , Concrete Rotworl< .·/ ,./ ,/ h/ 1,/ ,/ / Povinq -,, Conduit/Pioe Installation Stucco/Mortar Work J ./ ,/ 1,/ ,, ,/ V Waste Disoosol ./ Iv / 7 r,1 J .7 StooinqJ\.ay Down Area .. .. [r.,joment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewoterina , Site Access Across Dirt ,,/ ✓ . / / . other Clistl: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association {CASOA) designation number. Choose one or more BMPs )ICU intend to use during construction from the list. Check the box where the chosen octNity row intersects with the BMP column. 3. Refer to the CASOA construction handbook for information and details of the chosen BMPs and how to apply them to the project. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Site Address: 1518M1f1iJ11!eCT.Cnbod.CA92011 Assessor's Parcel Number. 2150722200 Emergency Contact Name: Kevin Wex1er 24 Hour Phone: 760-444-0500 Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM ~ LOW ., ., j_ ., i &E .., " ~"' oo N C oo :,::::,; "' I j '/ ) V !.7 ' ., ., j1j ., E -" b g' is a U::i CX) I j "/ ,/ V / -.. / Page 1 of 1 REV 02/16 ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The B-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. "'·,_;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;====-====a;;;;;=a=;;;;;;;a;;;;;.;;;;;;a=;;;=;;;;;;;;;;;;;;==;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;=;;;;;;====-=,-----=================;; Application lnfonnation Project Name/Building Permit No.: Wexler Residence BP No.: Date: 12/6/23 PropertyAddress/APN: 1518 Martingale Court, Carlsbad CA/320-020-27-00 Applicant Name/Co.: Andrea Miller ApplicantAddress: 12975 Brookprinter Place Suite 270, Poway, CA 92064 Contact Phone: 70-390-0007 Contact Email: andrea@madesigning.com Contact information of person completing this checklist (if different than above): Name: Company name/address: B-50 Contact Phone: Contact Email: Page 1 of 7 Revised 12/22 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data· as published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC). Building Permit Valuation (BPV) $ breakdown ___________ _ I Construction Type I Complete Sectlon(s) I Notes: II] Residential D New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU -Additions and alterations: D BPV < $60,000 N/A All residential additions and alterations 11 BPV ~ $60,000 1A, 4A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are D BPV ~ $200,000 1A, 4A* removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are orooosed 28* •Multi-family dwellings only where ~$1,000,000 BPV AND BPV 2: $1,000,000 affecting ~75% existing floor area D Nonresidential and hotels/motels D New construction 1 B, 2B, 38, 4B and 5 D Alterations: D BPV ~ $200,000 or additions~ 18, 5 1,000 square feet D BPV ~ $1 ,000,000 1B, 2B, 5 Building alterations of~ 75% existing gross floor area ~ 2,000 sq. ft. new roof addrtion 2B,5 1 B also applies if 8PV ~ $200,000 Instructions: 1. Choose first between residential or non-residential based on the type of project being submitted. 2. Next chose between new construction or addition/alteration for residential or non-residential. 3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project. 4. Appropriate details must be included on the plans for selections made. EXAMPLE: I Scope of work includes a new, 2 story, single family residential structure. The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be applicable. (Solar PV, water heating, EV charging) The• indicates that new detached ADU's are included. EXAMPLE: Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars. The selections would be: Non-residential and Alteration BPV ~ $1,000,000. CAP sections 1 B, 2B and 5 would be applicable to this project. (Energy efficiency, Solar PV and Transportation Demand Management (TOM)*) It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. 3 Checklist Item Check the appropriate boxes, explain all not applicable and exception items. and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMG) and Section 150.2 of the CEC for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A. Ii] Residential addition or alteration ::: $60,000 building permit valuation. Details of selection chosen below must be placed on the plans referencing CMC 18.30.060. D NIA _________ _ D Exception: Home energy score '?.7 (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one option: □ Duct sealing □ Attic insulation □Coolroof □ Attic insulation □ 1978 and later Select one option: D Lighting package □ Waterheating package □ Between1978-1991 Select one option: □ Duct sealinQ □ Attic insulation D Cool roof l!!I 1992 and later Select one option: □ Lighting package □Water-heating package B. 0 New Nonresidential construction (including additions over 1,000sf), new hotel/motel construction AND alterations i:!: $200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix A5. At least one measure from each applicable building component required. 0 NIA _______ _ AS.2O3.1.1 Choose one: D Outdoor lighting D Restaurant service water heating (Section 140.5 of the CEC) D Warehouse dock seal doors D Daylight design PAFs D Exhaust air heat recovery □ NIA ---------- AS.2O3.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget (Projects with indoor lighting AND mechanical) 0 NIA ________ _ A6.211 .1** □ On-site renewable energy: 0 N/A AS.211.3 .. □ Green power: (If offered by local utility provider, 50% minimum renewable sources) □ NIA A6.212.1 □ Elevators and escalators:(Project with more than one elevator or two escalators) □ NIA A6.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen) 0 NIA _______ _ * High-rise residential buildings are 4 or more stories. ** For alterations~ $1 ,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply with Section 18.030.040 of the CMC (section 2B below) instead. 4 4. Electric Vehicle Charging A. Iii Residential -New construction and major alterations.• This section also applies to hotel/motel projects. Refer to Section 18.21.030 of the CMC and Section 4.106.4 of the GBSC when completing this section. Choose one: I!! One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed) □ New detached ADU. (no EV space required when no additional parking facilities are added) □ New one and two-family residential dwellings and townhouse with attached private garage. □ One EV Ready parking space required □ Exception: __________ _ □ New and mapr alterations to multi-family and hotel/motel projects: D Exception: ________________ _ Total Parking Spaces Proposed EVSE Spaces EV Capable (10% of total) I EV Readv (25% ofT otal) I EV chargers (5% of Total) 0 I I *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, alterations have a building permit valuation ~$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, i nteriorfinishesa re removed and significant site work and upgrades to structural and mechanical, electrical, a nd/orp lumbing systems are proposed. B. D Non-Residential -New construction □ Exception : _____________ _ Please refer to Section 18.21.040 of the CMC when completing this section Total Parking Spaces Proposed EV Capable I EVCS (Installed with EVSE) I EV Ready (optional) I EV Space (optional) I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS (Installed with EVSE) □ 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51 -75 13 3 □ 76-100 17 5 □ 101-150 25 6 □ 151-200 35 9 □ 201 andover 20 percent of total 25 percent of Required EV Spaces Calculations: Total EV Capable spaces= .20 x Total parking spaces proposed (rounded upto nearest whole number) EVSE Installed = Total EVSE Spaces x .25 (rounded up to nearest whole number) EVSEothermaybe "EV Ready" or "EV Space" 7 5. □Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether your permit requires a TDM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Office (all)2 20 Restaurant 11 Retai'3 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 101hEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANOAG rate of 20 AOT/1,000 sf to calculate employee AOT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample caicylat;ons; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 AOT 2. 9,334 sf -1,000 sf = 8,334 sf 3. (8,334 sf / 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature: A~~ Name: Andrea Miller Date: 12/6/23 Phone No.: 760-390-0007 8 C_cityof Carlsbad CLIMATE ACTION PLAN (CAP) COMPLIANCE CAP Building Plan Template B-55 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. The following certificate shall be included on the plans for all building permits that are required to comply with the CAP measures: 1. ENERGY EFFICIENCY APPLICABLE: liJvES □ NO Complies with CMC 18.30.060 or 18.21.050 [Z]ves O N/A Existing Structure, year built: _2_00_1 ___ -r--, Prepared Energy Audit? Q es liJNo Energy Score: _____ _ Efficiency Measures included in scope: 2. PHOTOVOLTAIC SYSTEM APPLICABLE: □YES □ NO Complies with CMC section 18.30.040 and 2022 California Energy Code section 150.l(c)14 D Yes D IA Size of PV system (kWdc): Sizing PV by load calculations If by Load Calculations: O ves 0 No Total calculated electrical load: 80%of load: Exception Requested Exception Approved BYes ~ Yes 0No 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: □ YES □ NO 4. 5. Complies with CMC sections 18.30.020 18.20.030 and/or 18.30.050? Alternative Source: o Electric o Passive Solar Exception Requested Exception Approved ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: Oves O N/A O ves o ves DYES Complies with CMC section 18.21.030? Panel Upgrade? 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