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1635 FRAZIER AVE; ; CBR2024-1003; Permit
Building Permit Finaled Print Date: 07/02/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1635 FRAZIER AVE, BLDG-Residential 1562124800 $57,548.22 Residential Permit CARLSBAD, CA 92008-1102 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Alteration Permit No: Status: (cityof Carlsbad CBR2024-1003 Closed -Fi na led Applied: 04/25/2024 Issued: 07/01/2024 Finaled Close Out: 07/02/2025 Final Inspection: 06/23/2025 INSPECTOR: de Roggenbuke, Dirk Description: WELLS: 274 SF GARAGE CONVERSION TO ADD HABITABLE SPACE TO ADU (TOTAL NEW ADU= 927 SF)+ REMODEL EXISTINI ADU KITCHEN Applicant : Property Owner: LYDIA PATERSON 8752 BUENA VALLEY DR SANTEE, CA 92071-4434 CO-OWNERS WELLS EARLJR AND STEPHANIE 1633 FRAZIER AVE CARLSBAD, CA 92008-1102 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) 581473 -GREEN BU ILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $2,505.98 Tot al Payments To Date: $2,505.98 Contractor: MCALLUM CONSTRUCTION SIMON MCALLUM 3104 SERRANO DR CARLSBAD, CA 92009-8364 (760) 814-0600 Balance Due: AMOUNT $864.50 $197.00 $104.00 $3.00 $1,330.00 $7.48 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow t hat procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov { City of Carlsbad Job Address 1635 Frazier Ave RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check C,PJ~MZH-1003 Est. Value PC De posit $9-.i.,.:ttH~--=--~5'"'"'-b.1----- Date 4/)-6/tf\4 I ( Unit: APN: 156-212-48-00 ·-----· CT /Project #: _________________ .Lot#: 16 Year Built: _2_01_6 _______ _ BRIEF DESCRIPTION OF WORK: proposed addition to existing ADU, convert portion of garage to add new living room and bath to Existing adu. C E] New SF: Living SF,274 Deck SF, ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? (:) Y O N New Fireplace? O YO N , if yes how many? ___ _ D Remodel: 194 SF of affected area Is the area a conversion or change of use? 0 YO N □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ 0 Solar: ___ KW, ___ Modules, Mounted:ORoof OGround, Tilt: 0 YON, RMA: 0 YON, Battery:OYC N, Panel Upgrade: OY ON Other: PRIMARY APPLICANT Name: Lydia Paterson Address:8752 Buena Valley Dr City: Santee Phone:619-755-9523 State:_C_a __ .Zip: 92071 Email: PatersonPermits@gmail.com DESIGN PROFESSIONAL Name: Nader's Design Consulting, Inc. Address: 5959 Mission Gorge Rd PROPERTY OWNER Name:SiR:IQR l\4eAll0111 {;.c._rl Wells Address:3101 Sene110Dr /(,3 3 n--azur /Jve,_. City: Carlsbad State: CA Zip: 920~ Phone:r~6iA-0a48114-'4-AfB6~BBR--(l.f-Of) ?~J. -]R-tff __ _ Email: ___________________ _ CONTRACTOR OF RECORD Business Name: McAllum Construction Address: PO box 234099 City: San Diego State: Ca Zip:_9_21_2_0 __ _ City: Encinitas State: CA Zip:_9_20_2_3 ____ _ Phone: 619-284-1848 Phone: 760-814-0600 Email: design eng1@yahoo.com Email: __________________ _ Architect State License: ___________ _ CSLB License #:_9_12_9_7_1 ____ Class:_B ______ _ Carlsbad Business License # (Required): _______ _ APPL/CANT CERT/FICA TION: I certify that I hove read the application and state that the above information is correct and that the information of the plans is accurate. I agree to comply with oil City ordinances and State lows relating to building construction. SIG~~ DATE: 04/25/2024 Ph: 760-602-2719 Fax:~• Email: Building@carlsbadca.gov NAME (PRINT): Lydia Paterson 1635 Faraday Ave Carlsbad, CA 92008 REV. 10/21 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: I herebyaf firm under penal tyof perjury that I am licensedunder provisions of Chapter 9 ( commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I alsoaf firm under penalty of perjury one of the following declarations (CHOOSE ONE): DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit Is Issued. Policy No. _________________________________________ _ -OR- DI have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: FALLS LAKE FIRE AND CASUAL TY COMPANY Polley No. FLA011457 Expiration Date: _31_1_12_5 _______________ 1 -OR- D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name:'--_____________________ ,Lender's Address: ______________________ _ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development ha accurately shown and labeled as well as all on-site grading/site preparation. All Improvements existing on the property were completed in accordance with all regulations in existe ime of their construction, unless otherwise noted. NAME (PRINT): Lydia Paterson Note: If the person signing above ls an authorized agent for the contractor rov e (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, Is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.govl ca/aw.html. OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME {PRINT}: SIGN: __________ DATE: ______ _ Note: If the rson sl nln above is an authorized a ent for the ro owner include form 8·62 sl ned b ro ert owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-BSSB 2 Email: Building@carlsbadca.gov REV. 10/2 PERMIT INSPECTION HISTORY for (CBR2024-1003) Permit Type: BLDG-Residential Application Date: 04/25/2024 Owner: CO-OWNERS WELLS EARL JR AND Work Class: Alteration Status: Closed -Finaled STEPHANIE Issue Date: 07/01/2024 Subdivision: CARLSBAD TCT#12-07 Expiration Date: 04/07/2025 IVR Number: 56036 Address: 1635 FRAZIER AVE CARLSBAD, CA 92008-1 102 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 10/09/2024 10/09/2024 06/23/2025 06/23/2025 Wednesday, July 2, 2025 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 BLDG-16 Insulation 263799-2024 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-17 Interior 263587-2024 Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency BLDG-Final Inspection 288461-2025 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Status Passed Yes Yes Yes Yes Yes Yes Yes Passed Dirk de Roggenbuke Complete Passed Yes Passed Dirk de Roggenbuke Complete Passed Yes Passed Dirk de Roggenbuke Complete Passed Yes Yes Yes Yes Yes Page 2 of 2 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2024-1003) Permit Type: BLDG-Residential Application Date: 04/25/2024 Owner: CO-OWNERS WELLS EARL JR AND STEPHANIE Work Class: Alteration Issue Date: 07/01/2024 Subdivision: CARLSBAD TCT#12-07 Status: Closed -Finaled Expiration Date: 04/07/2025 Address: 1635 FRAZIER AVE IVR Number: 56036 CARLSBAD, CA 92008-1 102 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 08/13/2024 08/13/2024 BLDG-21 257711-2024 Passed Dirk de Roggenbuke Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Pre-Con 257885-2024 Passed Dirk de Roggenbuke Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/19/2024 08/19/2024 BLDG-11 258244-2024 Passed Dirk de Roggenbuke Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/30/2024 09/30/2024 BLDG-27 Shower 262692-2024 Passed Dirk de Roggenbuke Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough 262544-2024 Passed Dirk de Roggenbuke Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers BLDG-SW-Inspection 262693-2024 Partial Pass Dirk de Roggenbuke Re inspection Incomplete Wednesday, July 2, 2025 Page 1 of 2 Transmittal Letter May 9, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Addition to Existing ADU Address: 1635 Frazier Ave, Carlsbad CA True North COMPLIANCE SERVICES FIRST REVIEW City Permit No: CBR2024-l 003 True North No.: 24-018-352 Applicant Name: Lydia Paterson Applicant Email: PatersonPermits@gmail.com True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. l. 2. Drawings: Electronic copy dated March 7, 2024, by Nader's Design Consulting, Inc. Structural Calculations: Electronic copy dated March 29, 2024, by Nader Hedjran, PE. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Scope of Work: Floor Area: Confirmed Confirmed Confirmed Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Bashir Habboub -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 Residential Addition to Existing ADU 1635 Frazier Ave May 9, 2024 Plan Review Comments HARD COPY -RESUBMITT AL INSTRUCTIONS: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-1003 True North No.: 24-018-352 Page2 Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). Corrected sets can be submitted as follows: Deliver THREE corrected sets of plans and TWO corrected calculations/reports directly to the City of Carlsbad Building Division, 1635 Faraday Ave., Carlsbad, CA 92008, (442) 339-2719. The city will route the plans to True North, Planning and Land Development Engineering Departments (if applicable) for continued review. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer's stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536. l and CBPC 6735. This item will be verified prior to plan approval. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): R-3 V-B No Two 274 sqft addition and 194 sqft remodel sq. ft. ARCHITECTURAL COMMENTS: Al. Sheet A2: Add note: Gypsum board shall not be used where there will be direct exposure to water, or in areas subject to continuous high humidity. CRC R702.3.7. l Residential Addition to Existing ADU 1635 Frazier Ave City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-1003 True North No.: 24-018-352 Page3 May 9, 2024 A2. Sheet A4: a) Please specify at least one smoke and one carbon monoxide alarms in the ADU's first floor per CRC R314.3. CRC R315.3 i) Smoke alarm to be located at least 3 feet from the entry door to the bathroom since it contains a bathtub/shower. CRC R314.3.3 ii) Smoke alarm to be located at least 10 feet from the permanently installed cooking appliance in the kitchen. Ensure to specify the smoke alarm to be an ionization smoke alarm with alarm silencing switch, or photoelectric smoke alann in accordance with CRC R314.3.3 (4) Exception. b) Provide a landing at the exterior side of tbe main egress door, address the following per CRC 311.3: i) Dimension the landing to be at least 3 feet in the direction of travel. ii) Specify landing elevation not to be lower than 7.75" inches from the door's threshold. iii) Specify the slope of the landing not to exceed 2%. c) All living room windows are fixed. Please ensure the room meets natural ventilation requirements per CRC R303. l. For natural ventilation, the openable portion ofall windows shall be a minimum of 4% of the total room area. d) Please clarify if the attic area is increased. If yes, provide an attic ventilation calculation to verify that the vents provided are not less than 1 square feet for each 150 square feet of area to be ventilated with 50% of the required ventilating area provided by ventilators located in the upper portion of the attic. Show vent size, number and spacing/location on plans. CRC R806.2 MECHANICAL COMMENTS: No comments. ELECTRICAL COMMENTS: El. Sheet A4: Provide a GFCI, waterproof, and tamper resistant receptacle outlet at the rear of the ADU (exterior side of the Living room) per CECl 1 210.8, 406.9(B), 406.12, and 210.52(E). PLUMBING COMMENTS: P 1. Note on plans: Per California Civil Code Article 1101.4 and CALGreen Section 301.1, all building alterations to a single-family home, existing plumbing fixtures in the entire house that do not meet Residential Addition to Existing ADU 1635 Frazier Ave City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-1003 True North No.: 24-018-352 Page4 May 9, 2024 compliant flow rates need to be upgraded. Water closets with a flow rate in excess of 1.6 gpf will need to be replaced with water closets with a maximum flow rate of 1.28 gpf. Showers with a flow rate in excess of2,5 gpm will need to be replaced with showerheads with a maximum flow rate of 1.8 gpm. Lavatory with a flow rate in excess of 2.2 gpm will need to be replaced with lavatory with a maximum flow rate of 1.2 gpm (1.8 gpm for kitchen faucets). P2. Sheet A4: a) Per the T-24 report, a new tankless water heater is proposed. Please specify its location on the plan and addresse the following: i) Tank.less water heaters typically require significantly more gas than a storage type water heater. On the plan, show one of the following: (I) Provide a dedicated gas line from the gas meter to the water heater. Refer to CPC 1215.2 or the manufacturer's installation manual for minimum gas pipe sizing. (2) Provide an isometric of the gas line with the gas demand of all existing and proposed gas appliances and the size and length of all pipe segments. Refer to CPC 1208.4 for further information on sizing of the gas piping system. b) Showers that are provided with a built-in place, permanent seat or seating area that is located within the shower enclosure, shall be first lined with sheet plastic, lead, copper, or shall be lined with other durable and watertight materials that extend not less than 3 inches above horizontal surfaces of the seat or the seating area. CPC 408.7 c) Specify shower door to be 22" wide minimum and to open so as to maintain a 22" minimum unobstructed opening for egress. CPC 408.5. \~-~~~I I I I I I ~ .. , -.8~ GREEN BUILDING COMMENTS: G 1. Complete the Calgreen Checklist by identifying the items applicable for this project per example below ENERGY COMPLIANCE COMMENTS: T 1. Sheet A4: Residential Addition to Existing ADU 1635 Frazier Ave May 9, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-1003 True North No.: 24-018-352 Page5 a) Note on plans: All lighting to be high efficacy. CEnergyC 150.0(k)l(A) b) Revise plan to show the luminaire in the bathroom to be controlled by a vacancy sensor. CEnergyC 150.0(k)2(E) c) Revise plan to show all other interior lighting fixtures except the one in the bathroom to be equipped with dimming controls. CEnergyC 150.0 (K)(2)(F) (See example below) T2. Sheet A6: Please justify why the insulation at ceiling joists is specified as R-30 or revise to be R-38 per the T-24 energy report. Inside Finish: Gypsum Bo;,rd R-38 None/ None 0.02S Inside Finish: Gypsum 8""rd R-30 INSUL T3. Sheet T-24: Please clarify why the T-24 report doesn't have a registration number. Ensure that the report is registered prior to permit issuance. Standtrds • 2022 RHkMntlal Compl~ntt STRUCTURAL COMMENTS: S l. Sheet Al: The roof dead load is specified as 19 psf in the calcs while it's specified to be 15 psf on plans. Please revise and coordinate. S2. Revise the soil class to D-Default to match the calculation package. SOIL SITE CLASS o-Default STATIC DESIGN S3. Specify the seismic design parameters on the plan (Sds, Sms, Ss, Cs ... etc). Residential Addition to Existing ADU 1635 Frazier Ave May 9, 2024 S4. Relocate sheet SS to be the first sheet of structural plans. City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-1003 True North No.: 24-018-352 Page 6 If you have any questions regarding the above comments, please contact Basbjr Habboub via email bashirh@tncservices.com or telephone (562) 733-8030. [END] PACIFIC CONSTRUCTION INSPECTIONS, INC. 12308 Fronsac Street Tel. (619} 778 4219 San Diego, CA 92131 Email. Pacificinsp@yahoo.com I JOB NO. 1:~~~K ;' I / I ~ 1/ CERTIFIED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED D REINFORCED CONCRETE D STRUCT STEEL ASSEMBLY D SPRAY-APPLIED FIREPROOFING WHICH REQUIRED APPROVAL BY D PRE-STRESSED CONCRETE D REINFORCED GYPSUM (3' EPOXY ---- THE SPECIAL INSPECTOR OF D REINFORCED MASONRY D DEEP FOUNDATION D OTHER J08i°t51~ F J/'iq z. I(?,, A Av J//1-e' BU"tJIN(ERM/T NU~B, /ct?. ~ PLAN FILE NUMBER (L) t?J.t 1/ ~ OWNER OR PROJ~CT NAME / ARCHITECT r-'_,;< ,( < I t' /1 /,t/ ~ / /I CONSTR. MATL (TYPE, GRADE, ETC) I DESIGN STRENGTH SOURCE OF MFGR ENGINE~ j)C. t"' ,..,L Y V ✓I)'/ i7>/1/J DESCRIB~ M¢Jl (Ml\9ESIGt:4E-BAR GRADE & MFGR. WELD-ROD. ETC) / GMtCOA,// {_//J, l /LJ // 5 T· / / COmR DOING REPORTED WORK LAB. RECEMNG & TESTING CONSTR. MAll SAMPLES INSPECTION ARRIVAL TIME. DETAILED REPORT DATE / DEPAR11JRETIME. OF WORK INSPECTED LOCATION Of WORK INSPECTED, TEST SAMPLES TAK£N, WORK R£JECTB>. J09 PROBLEMS, PROGRESS, REMARKS, ETC INCLUDES INFOAAIATION A80IJT • AMOUNTS OF MATtRIAI. P\ACED OR WORKPEAfORMEI> NUMBER. lYPf & IDENT. NO'S OflEST SAMPLES TAKEN. STRUCT. ...... CONNECTlON5 (WELDS MAO£. H.T. BOU, TORQUIDI CHEO<ED; ETC tJftJ ~ ~ bf-e p< t/c' v /4C /// > }.,( ~7/c;,_,/ c:?r- 1/-½" /4// 74/' r-:✓c::! ,1/<U< 7 .,.. ~ ////2) I° X/ .,/,,, /./1c; / V-' 1/,-1 -r" /e -/· ,,r I J-/t)t/2 ~, ?✓7~5 , L ,1-,r-7 /, C ,P/'O -7 .r, / I y c ✓ ////~cl ,,, p/·,,,,-1_ ( /~~/'1// 7 ;{,, / I• /)_//," /;t I 1,) L1/r'/r-IJ/5"Tc/ /;/...-"Tc' JU /7 PJ )//1!/?70/) /1 --XJ::::, CJ~>< I/. I< c-/ -r' /'. f.! /I ( 'c? ./' I f _ T~// / / tP ,/~ '5 /.// lii::.:::nRn ~nDv . ~ --11 • ~itv of r.~rlch~,f ' - nr--ft A --• .JLr t) V LUL4 ~ BUILDING DIVISION / /1 /, )_ / INSPECTOR (PRINTofuPE) // :J )/j / t.✓ /1/',/; '"_) (7 .> SIGNATURE: / J-/I/ " I I /.7 -I DATESIGNED: -/1 '-/1J 0 E;TIFICATENO. 1I' ~7 J -7/ /-rr/ #~t?C/:f(rS CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opinion or project control. Designer: _ANDC NADER'S DESIGN CONSUL TING. INC. A CALIFORNIA CORPORATION NADER HEDJRAN PE C 6B 1 79 5959 MISSION GORGE R □, S TE, 203 SAN DIEGO, CA 92 1 20 PH□NE(619) 2B4·1B4B F'AX 161 9) 2B4·0B37 Structural Calculation •••••••••••••••••••• For Proposed Addition To Be Located at: 1633 Frazier Ave. Carlsbad, CA 92008 Owner: Nader's Design Consulting, Inc. Nader Hedjran Wells 5959 Mission Gorge Rd. #203 San Diego, CA 92120 Project: NH826-24 CBR2024-1003 1635 FRAZIER AVE WELLS : 274 SF ADDITION OF EXISTING ADU TO CONVERT PRTION OF GARAGE TO LIVING ROOM AND BATH 1562124800 4/25/2024 CBR2024-1003 2 GENERAL STRUCTURAL SPECIFICATIONS Code Reference: 2022 California Building Code, (C.8.C.) and 2022 California Residential Code (C.R.C.). Soils: Gross Allowable Bearing Pressure, 1500 PSF u.o.n. Concrete: All Concrete shall be a min. of 2500 PSI @ 28 days, u.o.n. Reinforcing Steel: A.S.T.M. -615, Grade 40 for #4 formed bars and Grade 60 for #5 and larger. Masonry: A.S.T.M. -C90, Type I, u.o.n. Mortar: Concrete mortar, 2000 PSI @28 days, Type S, u.o.n. Grout: All grout shall be a min. of 2500 PSI @ 28 days, u.o.n. Structural Steel: W Shapes, Moment Frame, A.S.T.M. A992, Fy = 50,000 PSI. Pipe columns, A.S.T.M. A53, Grade B, Fy = 36,000 PSI. Tubing columns, A.S.T.M. 500, Grade 8 ., Fy = 46,000 PSI. Machine bolts, A.S.T.M. A 307, min. Anchor bolts, A.S.T.M. A36 steel, min. All other steel, A.S .T.M. A36, Fy=36000 PSI. Weld: E70XX, Low hydrogen electrodes Timber: Douglas Fir, Larch 19% moisture content, u.o.n. Studs: (10'-0" & shorter) Stud Stud: (Over 1 0' -0") Douglass Fir #2, u.o.n. Joist: As specified. Posts: Douglas Fir #1 4x beam: Douglas Fir #2, u.o.n. 6x & up beam: Douglas Fir #1 , u.o.n. Plywood horizontal: Index (32/16) exterior glue, u.o.n. Plywood vertical: As specified. --· 1 SHEAR WALL SCHEDULE COLOR f. NAILING(1) . ITBACK1SS) ! SYM PLF ASSEMBLY(3) w 180 7/8" STUCCO ON EXPANDED METAL OR WOVEN WIRE I ~. LATH. UNBLOCKED, W/#11 GAUGE, 1-1/2"LONG, 7/16"HEAD, I>' NAILS OR #16 GAUGE STAPLES, 7/8"LEGS, @6" 0.C. w 260 3/8" APA SHT'G 8d COMMON @6" O.C. BLUE ~ 350 3/8" APA SHT'G 8d COMMON @ 4" O.C.(4) BLUE ~ 490 3/8" APA SHT'G 8d COMMON@ 3" O.C.(2,4) BLUE "Y 310 15/32" APA SHT'G 10d COMMON@ 6" O.C. PURPLE II ~ 460 15/32" APA SHT'G 10d COMMON @4" O.C.(2,4) PURPLE ~ 600 15/32" APA SHT'G 10d COMMON@ 3" O.C.(2,4) PURPLE ~ ~ 280 3/8" APA STRUCT I 8d COMMON @6" O.C. BLUE ~ 430 3/8" APA STRUCT I 8d COMMON @4" O.C.(2,4) BLUE 'W 550 3/8" APA STRUCT I 8d COMMON@ 3" O.C.(2,4) BLUE ~ 340 15/32" APA STRUCT I 10d COMMON @6" O.C. PURPLE 510 15/32" APA STRUCT I 10d COMMON@ 4" O.C.(2,4) PURPLE w w 665 15/32" APA STRUCT I 10d COMMON@ 3" O.C.(2,4,5) l_:~RPLE • w 870 15/32" APA STRUCT I , 10d COMMON@2" O.C.(2,4,5) URPLE -L __ --- 1. NAILING FOR APA SHEATHING SHEAR WALL APPLIES TO ALL EDGE NAILING. FIELD NAIL WITH SAME SIZE@ 12" O.C. 2. FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3X MEMBERS OR 2 INCHES NOMINAL MEMBERS FASTENED TOGETHER W/ 2-16d @8" O.C. FOUNDATION SILL SHALL BE 3 OR 2X MEMBERS PER ANCHOR BOLT SPACING. PLYWOOD JOINT & SILL PLATE NAILING SHALL BE STAGGERED. 3. ALL STUDS SHALL BE 2X4 MIN @ 16" O.C OR PANEL FACE GRAIN SHALL BE HORIZONTAL ACROSS FRAMING IF@ 24" O.C. (U.N.O.). PANEL EDGES BETWEEN STUDS SHALL BE SOLID BLOCKED (U.N.0 .) 4. WHERE PLYWOOD SHEAR PANEL IS APPLIED TO BOTH SIDES OF A WALL & NAILS ARE LESS THAN 6' O.C. PANEL JOIST SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR STUDS AND SILL PLATES SHALL BE 3X AND NAILS SHALL BE STAGGERED. 5. SILL PLATES SHALL BE ON 3X MEMBER. SYM SHEAR TRANSFER SCHEDULE (o) 8 6 4 2@6 4 2@6 2@4 6 4 72 48 36 16 48 16 12 48 16 2@6 12 4 32 2@6 12 2@6(5) NA 2@6(5) NA 2X SILL PLATE TO WOOD FLOOR (A) 16d COMMON NAILS TRACKERS (ORANGE COLOR) 3X SILL PLATE TO WOOD FLOOR SOS 1/4 X6 SCREWS (5) SILL PLATE TO CONCRETE(2) @ 5/8" DIA. ANCHOR BOLTS ON 2x SILL PLATE © 5/8"DIAANCHOR BOLTS ON 3x SILL PLATE 72 60 48 32 60 32 24 60 36 24 48 32 28 16 24 16 12 8 16 8 8 16 12 8 12 8 8 6 30 16 16 12 16 12 8 16 12 8 16 8 8 6 BLOCKING TO TOP PLATE t~ A35 CONNECTOR (D LTP4 CONNECTOR (4) (D RBC CONNECTORS (1) (2) (3) 24 INCHES O.C. 16 12 8 16 8 8 16 12 8 8 8 8 6 l l I ~ 1. WHEREVER EXISTING ANCHOR BOLTS ARE NOT ADEQUATE PER THIS SCHEDULE, USE ¾" THREADED *SIMPSON SET-3G ESR-4057 5" EMBEDMENT SP. INSP. REQ. 2. USE ONLY ¾"ANCHOR BOLTS WITH MIN 7" EMBEDMENT INTO CONC. OR MASONRY WITH A 3"X3"X0.229 THICK WASHER . THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 1/,6" (4.76 mm) LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 ¾" (44mm), PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. 3. IF SHEAR WALL OCCURS ON BOTH SIDES OF FOOTING THEN ANCHOR BOLT SPACING TO BE REDUCED BY ½". I_ 4. USE L TP5 WHEN INSTALLED OVER SHEATHING OR USE 8d COMMON ON L TP4. 3/25/24, 8:51 PM U.S. Seismic Design Maps USGS web services were down for some period ot lime and as a result lhIs tool wasn't operational, resulting in timeout error. LJSGS web services are now operaliunal so this tool should work as expected. 1633 Frazier Ave, Carlsbad, CA 92008, USA Latitude, Longitude: 33.16505420000001, -117 .3342403 <;,\ ' ' Highland Presch~ot 9 ~~e,._, \ I OSHPD Packard DentaJ' Carlsbad High ft School Football Field T, , Google Date Design Code Reference Document Risk Category Site Class r--·-- Type Value Ss 1.036 S1 0.377 I i SMs 1.243 SM1 null -See Section 11.4.8 Sos 0.829 So1 null -See Section 11.4.8 '--r-··- \Type Value i soc null -See Section 11.4.8 ' Fa 1.2 ; Fv null -See Section 11.4.8 PGA 0.455 I FpGA 1.2 PGAM 0.546 TL 8 SsRT 1.036 SsUH 1.155 SsD 1.5 I S1RT 0.377 I S1UH 0.415 S1D 0,6 PGAd 0.527 PGAuH 0.455 CRs 0.897 CR1 0.908 Cv 1.307 https://www.seismicmaps.org Monro"e StreeHPool Kids Care ~pot Day ft Care & Preschool 'T ' Carlsbad High School 0 Map data ©2024 Google ' ' Description 3/25/2024, 8:50:57 PM ASCE7-16 II D -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEo peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s Vertical coefficient 11: Nader's Design Consulting, Inc. 5959 Mission Gorge Road #203 San·Diego, CA 92120 PH: (619)284-1848 Fax (619)284-0837 ASCE 7-16 Seismic Base Shear UC#: KW-06016685, Build:20.24.02.28 NADER'S DESIGN CONSULTING, INC. DESCRIPTION: Seismic Base Shear Analysis Specific Description: Risk Category Project File: nader1 .ec6 (c) ENERCALC INC 1983-2023 Calculations per ASCE 7-16 Risk Category of Building or Other Structure : "II": All Buildings and other structures except those listed as Category SCE 7•16, Page 4, Table 1.5-1 I, Ill, and IV Seismic Importance Factor = 1 ASCE 7-16, Page 5, Table 1.5-2 USER DEFINED Ground Motion Max. Ground Motions, 5% Damping S s 1.036 g, 0.2 sec response S 1 0.3770 g, 1.0 sec response For the closest datapoint grid location ... Latitude = 32. 750 deg North Longitude = 117.240 deg West Site Class, Site Coeff. and Desi Classification: "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv Fa Fv (using straight-fine interpolation from table val Maximum Considered Earthquake Accelerat Design Spectral Acceleration Seismic Design Category Resistin S stem Basic Seismic Force Resisting System ... SMS =Fa* Ss SM1 =Fv*S1 sos= sMs. 2/3 S 01 = SM1 • 2/3 Bearing Wall Systems ASCE 7-16 11.4.2 = D (By Default per 11.4.3) ASCE 7-16 Table 20.3-1 = 1.20 ASCE 7-16 Table 11.4-1 & 11.4--2 = 1.92 = 1.243 ASCE 7-16 Eq. 11.4-1 = 0.725 ASCE 7-16 Eq. 11.4-2 0.829 ASCE 7-16 Eq. 11.4-3 0.483 ASCE 7-16 Eq. 11.4-4 0 ISCE 7-16 Table 11.6-1 & -2 ASCE 7-16 Table 12.2-1 15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance. Response Modification Coefficient " I System Overstrength Factor "Wo" Deflection Amplification Factor "Cd ' 6.50 Building height Limits : 3.00 Category "A & B" Limit: Category "C" Limit: Category "D" Limit: 4.00 NOTE! See ASCE 7-16 for all applicable footnc Category "E" Limit: Category "F" Limit: Lateral Force Procedure No Limit No Limit Limit= 65 Limit= 65 Limit= 65 ASCE 7-16 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8 Determine Buildin Period· Use ASCE 12.8-7 Structure Type for Building Period Calculw-11 Other Structural Systems "Ct" value 0.020 " hn " : Height from base to highest leve 25.0 ft "x" value 0.75 "Ta" Approximate fundemental period using Eq. 12.8-7 : Ta= Ct• (hn " x) = 0.224 sec 8.000 sec "TL": Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 " Cs " Res onse Co~fficient Sos : Short Period Design Spectral Response " R" : Response Modification Factor "I ": Seismic Importance Factor = = = Building Period "Ta "Calculated from Approximate Method seh= 0.224 0.829 6.50 ASCE 7-16 Section 12.8.1.1 From Eq. 12.8-2, Preliminary Cs = 0.128 From Eq. 12.8-3 & 12.8-4 , Cs need not exceE = 0.333 From Eq. 12.8-5 & 12.8-6, Cs not be less than = Cs : Seismic Response Coefficient = = 0.036 0.1275 Lateral Analysis **************** Seismic Vb=Cs W Cs= 0.128 Roof Area: 21 X 20 ---- Roof DL= 23 X 22 X 19 = 9614 Exterior Wall DL= 2 X 21 X 4.5 X 14 = 2646 Exterior Wall DL= 2 X 20 X 4.5 X 14 = 2520 Interior Wall DL= 2 X 21 X 4.5 X 8= 1512 Interior Wall DL= 1 X 20 X 4.5 X 8= 720 T.Load= 17012 Floor Area: 21 X 20 ---- Floor DL= 21 X 20 X 10 = 4200 Exterior Wall DL= 2 X 21 X 9 X 14 = 5292 Exterior Wall DL= 2 X 20 X 9 X 14 = 5040 Interior Wall DL= 2 X 21 X 9 X 8= 3024 Interior Wall DL= 1 X 20 X 9 X 8= 1440 T.Load= 18996 Total W= 17012 + 18996 = 36008 Vb= 0.1275 X W= 0.1275 X 36008 = 4591 .02 Level H w HW Fxy V V/Ar V/Af Roof 18 17 306.216 2946.15 2946.15 7.015 Floor 9 19 170.964 1644.87 4591.02 3.916358 477.18 Seismic Comparison: P= 1.3 * 2680.94 P= 1.3 * 4177.74 Wind Pf= 15 psf Pf= 15 psf Wind Longitudinal Total Wind Com pa rise Roof= 21 X 8 X 15 = 2520 2520 1750 Floor= 21 X 10 X 15 = 3150 5670 3937.5 Wind Transverse --------------- Roof= 20 X 7 X 15 = 2100 2100 1458.333 Floor= 20 X 10 X 15 = 3000 5100 3541 .667 * Seismic Govern Long. * Seismic Govern Tran. Roof **** Line 1 P= Fw= Fs= 7.02 a= 21 .00 b= 14.00 L= 7.00 A=a*b= 294.00 V=F*A/2= 1,031 .94 V=Sum.v= 1,347.84 VASD=E=pEh.7= 1,226.53 v=VASD /L= 175.22 Line 2 P= Fw= Fs= 7.02 a= 21 .00 b= 14.00 L= 14.50 A=a*b= 294.00 V=F*A/2= 1,031.94 V=Sum.v= 1,347.84 VASD=E=pEh. 7= 1,226.53 v=VASD /L= 84.59 1.30 7.02 6.00 15.00 90.00 315.90 plf 1.30 7.02 6.00 15.00 90.00 315.90 plf 0.00 0.00 0.00 0.00 -------------- ~ /¥",,, cL-y -------------- Check uplift Roof Roof Roof D.L. ***************** Line 1 I= H= W= v= 175.22 OTM=v*H*I= 0.00 RM,s=W*H*l*l/2* .6= 0.00 0.00 0.00 RM,w=W*H*l*l/2*2/3= 0.00 0.00 0.00 RM= 0.00 F=(OTM-RM)/1= #DIV/01 lb ------------------ Line 2 I= H= W= v= 84.59 OTM=v*H*I= 0.00 RM,s=W*H*l*l/2* .6= 0.00 0.00 0.00 RM,w=W*H*l*l/2*2/3= 0.00 0.00 0.00 RM= 0.00 F=(OTM-RM)/1= #DIV/0! lb ------------------ I ...:, Floor ***** Line 1 P= 1.30 Fw= Fs= 3.92 a= 21.00 b= 27.00 L=8+5= 13.00 A=a*b= 567.00 0.00 0.00 V=F*A/2= 1,110.47 0.00 0.00 w V=Vr+Sum.v= 2,458.31 VASD=E=pEh.7= 2,237.04 v=VASD/L= 172.08 plf ------------ line 2 P= 1.30 Fw= Fs= 3.92 a= 21.00 b= 27.00 L=4.5+4.5= 9.00 A=a*b= 567.00 0.00 0.00 V=F*A/2= 1,110.47 0.00 0.00 w V=Vr+Sum.v= 2,458.31 VASD=E=pEh.7= 2,237.04 v=VASD /L= 248.56 plf ------------ {( Check uplift Floor Floor Floor D.L. Roof Roof D.L. ****************** Line 1 I= 5.00 H= 8.00 W= 15.00 v= 172.08 0.00 OTM=v*H*I= 6,883.20 0.00 RM,s=W*H*l*l/2* .6= 900.00 0.00 0.00 0.00 RM,w=W*H*l*l/2*2/3= 0.00 0.00 0.00 RM= 900.00 F=(OTM-RM)/1= 1,196.64 lb HDU2 ======== Line 2 I= 4.50 H= 8.00 W= 8.00 v= 248.56 0.00 OTM=v*H*I= 8,948.17 0.00 RM,s=W* H* I* 1/2* .6= 388.80 0.00 0.00 0.00 RM,w=W*H*l*l/2*2/3= 0.00 0.00 0.00 RM= 388.80 F=(OTM-RM)/1= 1,902.08 lb HDU2 ---------------- STORM WATER POLLUTION PREVENTION NOTES t. AU. NECESSARY EQUIPMENT ANO MAlIRIALS SHAU. BE AV>Jt..>S.£. OH SIT[ TO FACtJTATE RAPID INSTAU.ATIOH ~ EROSION ANO SEDIMENT CONlROl. 81,,Pe \f!EN RAIN IS EMINENT. 2. lHE OVNR/CONTRACTOR SHAU. RESTORE AU. EROSION CONTROL OE\1CES TO WORKING ORDER TO lliE SATISFACTION ~ 11£ QTY INSPECTOR AFTER EA.Qi RUN-~ PRODUCING RANAI.L 3. 1HE OYltiER/CONTRACTOR SHAU. INSTAil. ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY ntE QTY INSPECTOR DUE TO INCOMPlETE GRADING OPERATIONS OR UNFORESnH CIROJMSTANCES \filQi MAY ARISE. 4. AU. REMOVAIU PROTECTI~ DE\1CES SHALL BE IN Pl.AC[ AT ntE 00 ~ EACH WORKING DAY WHEN 'THE Fl~ (S) DAY RAIN PROBASl.lTY FORECAST EXCEEDS FORTY PECENT (.me). SILT N«J ono DEBRIS SHAU. BE R£MO~ AFTER EA0i RAINFALL 5. AU. GRA~ BAGS SHAU. CONTAIN 3/4 INOi MINIMUM AGGREGATE. 8. N:£.OOA lE EROSION AND SEDIMENT CONTROL ANO PERIMETER PROTEC'llON BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTAU.m AHO MAINTAINED. 7. n£ QTY INSPECTOR SHAU. HA~ 1liE AUlHORITY TO AllER lHIS Pl.AH DURING OR IIEF0RE CONSTRUCTION AS NEEDED TO ENSURE COMPUANCE Willi QTY STORM WATER OOAUTY REGULA 'llONS. OWNER'S a!RTIPICA'IE: I UIURSTAND AND ACICIIOll£DQE '!HAT I MUST: (1) IIPLDIOO IEST lilAHAGEMDIT PltACTICES (US) DUIINO C0NSTltUCl1al AC1M11ES 10 1HE lilAlOWI.II EXTENT PRACTICMU 10 AV(lt) 1HE IIOalZA110N rE P<lWTANTS SUQl AS SEOIIENT AND 10 A.Vat) 1HE EXP0SUR[ rE STORM WAlEII 10 CQjSllllJCll()I RELATED POU.UTAHTS; AND (2) ADHEII£ TO. ANO AT NJ. 11IIES, COll'I.Y llnl MS CITY APPRO'.m 1Et 1 CQjSTRUCTION S'IIPPP llll0UGHOUT 1HE DURA 110N rE 'II£ CONSlRUCTIOH ACTl"1llES UNll. 1HE C0N$lRUCl10N MR< IS 0011'\!TE AND APPRO',fD BY 1HE C11Y rE CAALSBAD. : •• µ'~\= '4t-~ E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 - BEST MANAGEMENT PRACTICES (BMP) SE1.ECT10N TABLE CB ___ _ SW El'IIIIIIIICGMIII ...... Cotftj .... TIICNIV lm8IDIIIIW.. w..=c::a~ ... C....111'1 ....... ... i 1 j I I !1 f I I 1 J 1 Beet M1n1g,m,nt Pllcb• ~ f lj I j f I i j (BMP)~ ➔ j J tJ ! ! I J j I f II II u 1 ;1 11 l:2 j l J I J I, f I II 1,§ I CA90o\Dllli,wlall ➔ ~; i ~ -.., J i i ~ ~ ~ -N ~ ~ ~ ; • • • • • Canaldlln,,,,,,., ill ill ill t t -•~-ca Trwidllna/Excovatloll St-llnn .... , .... ,.._,. Concrlt11.--Q1t $owcutti'IO Concrete FlotllOl1c -Con«ilt,...,. lnltallotloll li\uCCO/ll!OnCI' Wor1I Waite •- St oft'"" JI ft• Down Area r,.,i.w....• M1t1n,~ ""'" ~11•""' Nlff_,,. ,.,,..,on,. U.tst- Dtwat- Qta~&l'ft'IIMon ,,.,,_. ln.t\o t~the boll to the lift of ol ~ CCMtruetloll octMt1 (llrlt ccbnn) mrpected to ocar ~, conrtructlon. 2. Locotld alcl)g the too of the 911' Tallie II o llll of BUP'1 with lt'1 ~ Cd1famta Stormwallr ~ ~tlon (CASQA) ~tloll IIUfflb6-, ai--or ,_. IIMP"• ,au Inlaid to 11N cbtlO con8INctlon fNlln the lilt. • boi ..._.. the ~ actMty ""' lnlnlcta illth thi !IMP counn. 3. Rifer to the ~ CGllltNetlon hanclloak for illfarmotlon and dltob ol the ~ IIMPI and 11ow to CIPP1 them to the projlct. SHCNi THE LOCATIONS OF ALL CHOSEN BNPI ABOVE ON THE PROJECTS SfTE PWVEROS/ON CONTROL Pl.AN. SEE THE REVERSE SIDE OF THIS SHEET FORA SAMPLE EROSION CONTROL Pl.AN. P09t1of 1 Slt1Addr-. Aw'1 Ptn:11 IU!lblr: \56-2,\2..-if& Emtrglncy Contact: Ncrnc :S:i!":<r" ~r~ 2• Hour P11anr 26<2::1!l4-o&;,p Conetnictlon llnot to Stonn ... (Mllt1 (Oltck Box) □ IEllUlil //SJ,11# j_ i I ~t • * REV OUI! C cicyof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.cartsbadca.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 Car1sbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. 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 with Energy compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check NIA and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and Green Code sections. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: BPNo.: 1633 Frazler Ave Simon McAllum 3104 Serrano Or. Carlsbad. CA 92009 760-814-0600 Contact Email: simon@mcallumconstruction.com Contact information of person completing this checklist (if different than above): Name: Company name/address: 8-50 Contact Phone: 760-814-0600 Contact EmaR: Page 1 of 7 Revised 04/21 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 Building Permit Valuation (BPV) $ breakdown 5?>9-?Z? _,-- A high-rise residential building is 4 or more stones, including a [!) Realdantlal Low-rise High-rise mixed-use building in which at least 20% of its oon<frtioned floor area is residential use □ Nalc:answr:tlll 2A*,3A*, 1B,28, *Includes detached, newly constructed ADU 4A*, 3B,4A fc 1_ ... □....,,. n ananllbia: /D ,)!FY< $60,<XX> NIA NIA >J residential additions and alterations -□ BP/~$60.<XX> 1A,4A 4A 1-2 family dwellings and townhouses with attached pages □ Electrical serke panel upgrade only only. □ BPI~ $200,<XX> 1A, 4A* 1B,4A• *Multi-family dwellings only where interior finishes are removed cl1d signfficalt site wortc and~ k> slructural cl1d mechanical, electrical, and/or plumbing systems are proposed □ NC11eaktanllal D Nalconalndan I 1e, 28, 3B, 4B m1d 5 I D Allllialbia: D BPI~ $200,000 or additions ~ 1,000 18,5 squaefeet D BPV:?: $1,000,000 1B,28,5 Building alterations of:?: 75% existing gross floor area D :?: 2,000 sq. fl new roof addition 28,5 1 B also appies if BPV:?: $200,000 Checklist Item . Chedt 1h& c44J!opriale boxes, eicplail al nct~--...w..and exoopbl items, and provide suwcrin9 aiwlatioos and doanentatioo ~ neoessay. 1. Energy Efficiency Please refer to Caltsbad lhlq>al Code (CI.C)lfflDandllllDnd the calomia Green Bt.ti1g Slaooards Code (CALGreen) tir more information. Appropriate details and notes musi'6eplacedonihe" plans according to seledlons chosen in the desigl. D NIA ________ _ A. 0 Residential addltionorafleratlon:?:$60,000 building pennltvaluation. DetalllofselectionchosenbelowmustbeplacedontheplansreferenclngCMC 18.30.190. □ Exception: Home energy SCX)f8 ~ 7 (attach certification) Year Built Single-family Requirements Mutti.famlty Requirements □ Before1978 Select one option: a Ductsealing □Alticinsulation □Cool roof a Attic iisuation D 1978 aldlaler Select one option: 01.qltingpadcage OWaterhealilgPackage D Between1978and1991 Select one option: □Ductseafing □Atticinsutation □Coolrod D 1992 aldlaler Select one option: □ UrJllingpadcage OWaterheatingpad(age 8. □ Noi■llicleeltial" new construction ;;.r;m;,:r bullclng pennitvaluation, or additlonsi!1,000squantflet. . ndCAI.Green AppenclxA5 D NIA AS.203.1.1Chooseone:O.10utdoorlighting O .2RestaJrantservicewaterheating(CEC 140.5) D .3 WarehousedocksealdOOIS. D .4 Dayfightdesign PAFs D .5 Exhaust air heat reoovery O NIA AS.203.1.2.1 Choose one: D .95 Energy budget (Projects with indoor lighting OR mechanical) D .00 Energybudget(Projedswilhi~ltii19ANDrnedalical) O NIA AS.211.1 .. O On-site renewable energy: D NIA AS.211.3"" □Green poNer. (If offered by local utiity provider, 50% mininum renewable SOlla!S) D NIA A5.212.1 o Elevators and escalators: (Projec:twith more than oneelevatorortwoescalators) D NIA AS.213.1 D Steel taming: (Provide details on plans for options 1-4 chosen) D NIA _________ _ • Includes hotels/motels and high-rise residential buildings A. D Residential new construction (for low-rise lllidentlal building permit applications submitted after 111/20~ Referto 2019 Califomla En«gy Code section 150.1(c)14 for requirements. If project Includes Installation of an electr1c heat pump water heater pursuant to CAPsection3Bbelow(low-riseresldentialWaterHeatlng),lncreasesystemstzeby .3kWdclf PVoffsetoptionlaHlectld. Floor Plan ID (use additiooal CFA #d.u. Calwlated kYJdc* sheets if neoessary) Total System Size: k'Mtc = (CFAx.572) / 1,000 + (1.15 x #d.u.) i=oonula calrulation where CFA = conditional floor area, #du= number of dwelings per plan type If proposed system size is less than calculated size, please explain. k'Mtc Exception D D D D a D Nounsldential new consbuction or allalallons ~1 liooo BPV AND affecting i!75% alsting floor-. OR addition that lnCfl! a sea roofna by i!2,000 squnfeet PlealenderW1 a>mpleting thiswllon. "Noll: lhlsac:tior'I also..-to high-rise residential Ind hotel/mobll ngs. Choose one of the following methods: □ Gross Floor Area (GFA)Method GFA: D If< 10,000s.f. Enter: 5 kWdc Min. System Size: 0 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. Updated 4/16/2021 4 □ Time-Dependent Valuation Method AnnualTDVEnergyuse: ... _______ x .80= Min. system size: _____ .kWdc ... Attach calculation documentation using modeling software approved by the California Energy Commission. ater Heating D Residential and hotellmotel new construction. Refer to~ 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 multlple dwelling units, install a central water-heating system with ALL of the following: D Gas or propane water heati.!!9_ s1stem D Recirculation system pe,J;Ue fd.30. i 50(B1 (high-rise residential, hotel/motel) or liiiiii ......... ;,,;,,._.(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: 8. D Nonresidential new constnlction. Refer to complete detalls on the plans. when completing this section. Provide □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): D -SOiar-thermai 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 will need to attach to this checklist separate calculations and documentation as specified by the ordinances. Updated 4/16121 5 )(Electric Vehicle Charging / A. D Residential New construction and major alterations* Please refer to¢pc ,p.21.j@when completing this section. D One and ~family residential dwelling or townhouse with attached garage: D One EVSE Ready parking space required D Exception : D MultHcmly residential· D Exception • Tdal Parking Spaces EVSE~ .. EVSE (10% of total) lnstaled (50% of EVSE) Other "Readv" Other "Capable· Gala.llations: Total EVSEspaces= .1 Ox Total panting spaces proposed (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest Vttlole number) EVSE other may be "Ready" or ·capable" *Majoralterationsare:(1)foroneandtwo-fanvya.vellingsandtownhouseswithattachedgarages,alterationshaveabuildingpennit valuation 2: $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permitvaluation:2!$200,000, interiorfinishesareremovedandsignificantsiteworkandupgradesto structural and mechanical. electrical, and/or plumbing systems are proposed. *ADU exceptions for EV Ready spare (no EV ready spare requi'ed 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. a.ii' Nonl'Nidential new constructlon(indudes hotelslmotels) D Exception : __________ _ / Please refer to when completing this section ~.'.:tli[:~.tfU-:, Total Parking Spaces -EVSE (10% of total) I Installed (50% of EVSE) I Other ~eady" I Other "Capable. . I I I CalaJlation· Refer to the table below: Total Number of Parting Spaces provided Number of required EV Spaoes Nooilerof required EVSE lnstaled ~ D 0-9 1 1 D 10-25 2 1 D ~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 -·-·,. of Required EV Spaces CalaJlations: TotalEVSEspaces= .10xTotalparking spaces proposed (roundeduptonearesh\tlolenumber) EVSE lnstaled = Total EVSE Spaces x .50 (rounded up to nearest Vttlole number) EVSE other may be "Ready" or •capable" Updated 4/16/2021 6