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HomeMy WebLinkAbout2217 LEVANTE ST; 2; CBR2022-0172; PermitBuilding Permit Finaled Residential Permit Print Date: 09/07/2022 Job Address: CARLSBAD, CA 92009-8014 (City of Carlsbad Permit No: CBR2022-0172 Status: Closed -Finaled Permit Type: 2217 LEVANTE ST, # UNIT #2, BLDG-Residential Work Class: Second Dwelling Unit Parcel#: 2162405202 Valuation: $50,789.76 Occupancy Group: #of Dwelling Units: 1 Track#: Lot#: Project#: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Description: RACIN E: DETACHED ADU (336 SF) Applicant: Property Owner: JESSE LEON 10245 CASA CT RACINE FAMILY TRUST 06-16-20 2217 LEVANTE ST SANTEE, CA 92071-4900 (619) 733-8134 FEE BUILDING PLAN CHECK CARLSBAD, CA 92009 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1 -Medium Total Fees: $2,568.90 Total Payments To Date: $2,568.90 Applied: 01/20/2022 Issued: 05/06/2022 Finaled Close Out: 09/01/2022 Final Inspection: 09/01/2022 INSPECTOR: Renfro, Chris Contractor: TRITON INSTALL CORP 4425 CASS ST, # STE 1 SAN DIEGO, CA 92109-4015-SAN DIEGO (619) 865-4129 Balance Due: AMOUNT $755.30 $194.00 $98.00 $15.00 $3.00 $1,162.00 $6.60 $271.00 $64.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad 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 an nul 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 connect ion 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 , . C_cityof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date CB J!.2£/LZ -0 I 7 2- "/ 7, <o 01. - 1/w/z.,2_ ' Job Address2217 Levante Street Unit:~ APN:216-240-52-02 ·----------- CT /Project #:. __________________ Lot #:. ____ Year Built: _1_98_7 _______ _ BRIEF DESCRIPTION OF WORK: Detached ADU ------------------------------- E] New SF : Living SF, 336 Deck SF,. ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YE) N , if yes how many? ___ _ D Remodel:. _____ SF of affected area Is the area a conversion or change of use? 0 Y O N □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ 0 Solar: ___ KW, ___ Modules, Mounted:ORoof O Ground, Tilt: 0 YON, RMA: 0 Y O N, Battery:OYQ) N, Panel Upgrade: 0Y ON Other: PRIMARY APPLICANT Name: Jesse Leon Address: 10245 Casa Court PROPERTY OWNER Name: Matthew & Jennifer Racine Address: 221 7 Levante Street City: Santee State:_C_A __ .Zip: 92071 City: Carlsbad State: CA Zip:_9_20_0_9 __ _ Phone: 619-733-8134 Emai1dessealeon@hotmail.com Phone: ___________________ _ Email: ___________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name:. __________________ Business Name: Triton Install Corp Address: Address: 4425 Cass Street, STE I City:. ________ State:. ___ Zip:._____ City: San Diego State:CA Zip:._9_2_10_9 ____ _ Phone: Phone:619-865-4129 Email: Email: luca@proteus.homes Architect State License: CSLB License#: 1070449 Class:B ·------- Carlsbad Business License# (Required}:. _______ _ APPLICANT CERTIFICATION: I certify that I hove read the application and state that the above information is correct ond that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building constructio NAME (PRINT}: _J_e_ss_e_Le_o_n _____ _ 1635 Faraday Ave Carlsbad, CA 92008 Email: Building@carlsbadca.gov 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 herebyatfirm underpenaltyof perjury that I am licensed underprovisionsof Chapter9 (commencing with Section lOO0)of Division 3 of the Business and Professions Code, and my license is in full force and ef feet. I also affirm under penalty of perjury one of the fo(lowing 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. PolicyNo. ____________________________________________ _ -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:-------------------------• Policy No. _____________________________ Expiration Date:------------------• -OR- [:) 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 ve 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 exis ce a the time of their constr NAME (PRINT): Jesse Leon ---------------Note: If the person signing above Is an authorized agent for the contractor rovide er of authorization on contractor letterhead. (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 8-61 "Owner Builder Acknowledgement and Verification Formn 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 7044of the Business and Professions Code, is available upon request when this application is submitted orat the following Web site: http://www.leginfo.ca.govlcalaw.html. OWNER CERT/FICA T/ON: 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•slte 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 erson si nin above is an authorized a ent for the ro rt owner include form 8-62 si ned b ro ert owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 2 Email: Building@carlsbadca.gov REV.10/Z 1/13/ll. 1·18 PM Permit Agent Authorization -SIGNED.jpg (_ City of Carlsbad OWNERS AUTHORIZED AGENT FORM 8-62 Developm ent Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER'SAUTHORIZED AGENT FORM On/}' a property owner contractor or their a11thori1ed agent may submit plans ond applications for building perr11ts Ta authori1e a third-party agent to s,gn /01 a building permit, the owner'l third party agent must bring this signed form, which 1dent1fic~ the agPnt and the owner who s/he is representing, and for what jobs s/he may obtam permits The form musr bi: completed in ,ts entirety to be accepted bv the Ctty for each separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Exc'ud1ng the Property Own~r Acknowledgement the execution of wh,ch I understand ,s my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction ProJect (or Description of Work): Detached ADU 2217 Levante Street Project Location or Address. ____________________________ _ Jesse Leon/Whitney Isom 619-733-8134 Name of Authori1ed Agent: _________________ Tel No. ________ _ 10245 Casa Court Address of Authorized Agent: _________ _ Santee, CA 92071 I declare under penalty of pequry that I am the property owner for the address listed above and I personally filled out the above inform,ltion and certify its accuracy P<op,ny OwMe, sr,~'""' ~ · · , 1/13/2022 Date: ______ _ hltps:1/ma, I .i,:ooglc .com/mm l/u/0/?tah=cmll inho,/jrjtX D,SPQJ LTFtbG DwjQjkw KSTrX khfxXChX Dll.lvwWzAQvhq,ncx vSDTI IJclDWzFgx pdN, ?projcclOr= I &mes... 1 / I PERMIT INSPECTION HISTORY for (CBR2022-0172) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Closed -Finaled Application Date: 01 /20/2022 Owner: TRUST RACINE FAMILY TRUST 06-16-20 Issue Date: 05/06/2022 Subdivision: LA COSTA SOUTH #3 Expiration Date: 01/17/2023 IVR Number: 38182 Address: 2217 LEVANTE ST, # UNIT #2 CARLSBAD, CA 92009-8014 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Wednesday, September 7, 2022 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Status COMMENTS Corrections completed Please add 15 amp fuses replacing 30amp fuses per manufacturer's at AC disconnect, Add silicone to AC disconnect, add vacuum breaker hose bib, add GFCI receptacle to kitchen countertop outlet, PV solar?, Call for final inspection when completed Passed Yes Yes Yes Yes Yes Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2022-0172) Permit Type: BLDG-Residential Application Date: 01/20/2022 Owner: TRUST RACINE FAMILY TRUST 06-16-20 Work Class: Second Dwelling Unit Issue Date: 05/06/2022 Subdivision: LA COSTA SOUTH #3 Status: Scheduled Date 06/16/2022 06/20/2022 07/11/2022 07/18/2022 08/30/2022 09/01/2022 Closed -Finaled Expiration Date: 01/17/2023 IVR Number: 38182 Address: 22 17 LEVANTE ST, # UNIT #2 CARLSBAD, CA 92009-8014 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector 06/16/2022 BLDG-17 Interior Lath/Drywall 185020-2022 Passed Chris Renfro 06/20/2022 07/11/2022 07/18/2022 08/30/2022 Checklist Item COMMENTS BLDG-Building Deficiency BLDG-18 Exterior 185021-2022 Passed Chris Renfro Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency BLDG-27 Shower 185284-2022 Passed Chris Renfro Pan/Tubs Checklist Item COMMENTS BLDG-Building Deficiency BLDG-23 186654-2022 Passed Chris Renfro Gas/Test/Repairs Checklist Item COMMENTS BLDG-Building Deficiency BLDG-21 187077-2022 Passed Chris Renfro Underground/Underflo or Plumbing Checklist Item COMMENTS BLDG-Building Deficiency BLDG-Final Inspection 190233-2022 Failed Chris Renfro Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Please add 15 amp fuses replacing 30amp fuses per manufacturer's at AC disconnect, Add silicone to AC disconnect, add vacuum breaker hose bib, add GFCI receptacle to kitchen countertop outlet, PV solar?, Call for final inspection when completed 09/01/2022 BLDG-Final Inspection 190456-2022 Passed Chris Renfro Reinspection Inspection Complete Passed Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Reinspection Incomplete Passed No No No No No Complete Wednesday, September 7, 2022 Page 2 of 3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-0172) Permit Type: BLDG-Residential Application Date: 01 /20/2022 Owner: TRUST RACINE FAMILY TRUST 06-16-20 Work Class: Second Dwelling Unit Issue Date: 05/06/2022 Subdivision: LA COST A SOUTH #3 Status: Closed -Finaled Expiration Date: 01 /17/2023 Address: 2217 LEVANTE ST, # UNIT #2 IVR Number: 38182 CARLSBAD, CA 92009-8014 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 05/25/2022 05/25/2022 BLDG-21 183536-2022 Passed Chris Renfro Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/27/2022 05/27/2022 BLDG-11 183759-2022 Passed Chris Renfro Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-12 Steel/Bond 183758-2022 Passed Chris Renfro Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/10/2022 06/10/2022 BLDG-83 Roof Sheating, 184590-2022 Passed Chris Renfro Complete Exterior Shear (13, 15) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-13 Shear Panels-HD (ok Yes to wrap) BLDG-15 Roof Yes Sheathing-Reroof BLDG-84 Rough 184591-2022 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 06/13/2022 06/13/2022 BLDG-18 Exterior 184708-2022 Failed Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No Wednesday, September 7, 2022 Page 1 of 3 • 1W I NTERWEST A SAF£buill COMPANV DATE: 03/21/2022 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2022-0l 72.RC1 PROJECT ADDRESS: 2217 Lavante St. PROJECT NAME: Detached ADU SET: II □ APPLICANT □ JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The check list transmitted herewith is for the applicant's information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to the jurisdiction at: Jason Pasiut ~ lnterwest staff did not advise the applicant that the plan check has been completed . D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email Mail Telephone Fax In Person 0 REMARKS : By: Greg Favereaux, P.E. (for RM) lnterwest Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 solidforms . . eng1neer1ng 9474 Kearny Villa Rd, Suite 215, San Diego, CA 92126 Evan Coles, P.E. (858) 376-7734 evan@solidformseng.com STRUCTURAL CALCULATIONS Levante St ADU 2217 Levante St, Carlsbad, CA 92009 12-10-2021 : Project # 21-404 Table of Contents Design Criteria & Loads .................................................. 7 Gravity A nalysis & Design .............................................. 2 CITY Lateral Analysis & Design .............................................. 3- Foundation Analysis & Design ..................................... 8 Desian Criteria Building Code: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Bolting: Welding: Wood: Soil: Desig_n Loads Load 1 DL Torch Down Roof Plywood Joists Insulation Drywall Electrical/Mech./Misc. Other Total DL LL Residential Roof Total Load Load 3 solid forms engineering 2018 IBC/2019 CBC -ASCE / SEI 7-16 AO 318-14 [f c = 2500 psi -No Special Inspection Req.'d (U.N.0.)] TMS 402-16/ACI 530-16 [Normal Wt.-ASTM C90-fm=1500 psi-Spec. Insp. Req.'d] ASTM C270 [fc = 1800 psi Type S] ASTM C476 [f c = 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, Fy = 35 ksi All other steel: ASTM A36, Fy = 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-15 Soil Classification (Table 1806.2): Allowable Bearing Pressure = Lateral Bearing Pressure = Active Pressure = At-rest Pressure = Coefficient of Friction = Qsf Load 2 6.0 1.5 3.5 1.5 2.5 1.0 0.0 16 20 36 Load4 (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) Int. Wall DL Drywall 2x4 Studs @ 16"o.c. Misc. Other Total Load Ext. Wall 1 DL Stucco 2x4 Studs @ 16110.c. Drywall Insulation Misc. Other Total Load Ext. Wall 2 Page 1 of 8 12/10/21 QSf 5.0 1.0 1.0 7 Qsf 10.0 1.0 2.5 1.5 1.0 16 Multiple Simple Beam UC#: KW-06015083, Build:20.21.11.30 Descri tion : Wood Beam Design : RH-1 sol idforms engineering Solid Forms Engineering Page 2 of 8 12/10/21 Project File: levante vert.ec6 (c) ENERCALC INC 1983-2021 Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size : Wood Species : Fb -Tension Fb -Compr Applied Loads 2-2x12, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 900 psi Fe -Prll 1350 psi Fv 180 psi Ebend-xx 900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx Beam self weight calculated and added to loads Unif Load: D = 0.0160, Lr= 0.020 k/ft, Trib= 10.0 ft 1600 ksi 580ksi Density 31.21 pcf Design Summary Max fb/Fb Ratio = fb: Actual : D O 60 Lr{O 20) Fb : Allowable : Load Comb : Max fv/FvRatio = fv : Actual : Fv : Allowable : Load Comb : Max Reactions (k) Left Support Right Support 0.284; 1 313.44 ps, at 1,102.10 psi +D+Lr 0.1 51:1 33.96 psi at 225.00 psi +D+Lr Q. ~ 0.50 0.50 .Lr 0.60 0.60 3.000 ft in Span # 1 5.080 ft in Span # 1 'ti. Max Deflections l:i Transient Downward 0.010 in Ratio 6993 LC: Lr Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward Ratio Total Upward Ratio 0.019 in 3808 LC: +D+Lr 0.000 in 9999 LC: Seismic Design solidforms engineering Page 3 of 8 12/10/21 Design Variables Base Shear Calculation (ASCE 7-16 Sec. 12.8 & Supplement 2) Latitude= 33.08 (12.8-2) V = C5W C5 = S05*!/R = 0.124 Longitude= -117.26 Site Class= D Occupancy = II Table 1.5·1 (12.8-3) for TSTL: S01 *!/(RT) Where: Cs max. = forT>TL: So1*TL*I/(RT2) (12.8-4) Seis. cat egory = D Table 11.6·1 & 2 I= 1.0 Tables 1·1 & 11.5-1 R= 6.5 Table 12.2-1 (12.8-5) for S1<0.6:0.044S05I.::0.01 Where: Cs min. = (12.8-6) for s,~0.6: 0.5S1*I/R s.= 1.010 Section 11.4.1 S1 = 0 .366 Section 11.4.1 DL Area Len. Fa= 1.200 Table 11.4·1 Material (psf) {ft22 (ft) Fv = 1.934 Table 11.4-2 Load 1 16 340 SMs = Ss*Fa = 1.212 (11.4-1) SMl = S1*Fv = 0.708 (11.4-2) ,__ ~~ 0.. Q) Ext. Wall 1 16 80 ::> _J S05 = 2/3*SMs = 0.808 (11.4-3) Int. Wall 7 15 S01 = 2/3*SM1 = 0.472 (11.4-4) 340 All other structural systems Table 12.8·2 <=t= 0.02 Table 12.8·2 x= 0.75 Table 12.8·2 TL= 8 Figure 22-15 Ta = <=t*h/ = 0.104 (12.8-7) T =Ta= 0.104 Section 12.8.2 hn = 9.0 Section 12.8.2.1 Cs= 0.124 Section 12.8.1.1 k = 1 Section 12.8.3 ¼ = 4 Table 12.2-1 l:ia = 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 w . hx h/ w .h/ Fx Fx (psf) % p 5xe allow. Upper Level 11.0 9.0 9.0 99 1.4 4.0 100% Yes 0.675 11.0 99 1 4 Level Forces (ASCE 7 -16, Sec. 12.10.1.1) Level w . I.Wx Fx I.Fx Fpx Fpx (ASD) Where: Roof 11.0 11.0 1.4 1.4 1.8 1.2 Fmin. = 0.2ISosWx Fmax. = 0.4ISosWx 11.0 1.4 = = Ht. (ft) 8 8 0.699 Max. 0.036 Min. w (kips) 5.4 5.1 0.4 11.0 Where: Oxeallow. = D..a*I/Cd (Section 12.8.6) p : Redundancy Check Required If story shear is > 35% of base shear (Section 12.3.4.2) solidforms engineering Wind Design Page 4 of 8 12/10/21 Wind Pressures for MWFRS ASCE 7-16 -Envelope Procdedure Method 2 Design Variables Oca.ipancy = Iw,oo = Basic Wind Speed (mph) = Exposure Category = Topographic Kzt = Width (ft)= Length (ft) = Roof Pitch Eave Ht. (ft) = Ridge Ht. (ft) = Mean Roof Ht (ft) = A= 8= AKztl = 2a (ft) = Min. Design Load (psf) = II 1.00 110 B 1 14.0 24.0 Flat 9.0 9.0 9.0 1 0.0 1.0 6.0 16.0 Table 1.5-1 Tables 1.5-2 Figure 26.5-lA Section26.7.3 Section 26.8.2 Transve= Longitudinal Figure 28.6-1 Figure 28.6-1 Note 9 Section 28. 4 .4 Ps = AKztlp530 (28.6-1) Note: (-) Horiz. Pressures shall be zero. Horiz. Press. (psf) A B C Transverse 19.2 -10.0 12.7 Longitudinal 19.2 -10.0 12.7 tTTttttt11 ~1t.-.,---t-r-,---,-t,_,, ....... t -------------------7 -i-Ridge ,.__ ____ Width:, W • ............................ _ ............ ,.-t Eave height height Wind pranura• .,. in p•f •Because wind pr........,. is Ian than zero (0), use O for duign. D -5.9 -5.9 Transverse Governing Design Force: Transverse Tributary Area : Transverse Governing Design Pressure: 3.5 kips 216 ft2 16.0 psf mJJf t t 1 1 }-+:rn:::·CtTf"n Wind pr♦SSUf8$· ar• in pat Longitudinal Governing Design Force: Longitudinal Tributary Area: Longitudinal Governing Design Pressure: 2.0 kips 126 ft2 16.0 psf E -23 .1 -23.1 Vert. Press. Overhangs F G H ECH GCH -13.1 -16.0 -10.1 -32.3 -25.3 -13.1 -16.0 -10.1 -32.3 -25.3 Transverse Zone Ps Area Force (k) Total (k) A 19.2 54 1.0 B 0.0 0 0.0 C 12.7 162 2.1 3.1 D 0.0 0 0 Min. 16.0 216 3.5 3.5 E -23.1 42 -1.0 F -13.1 42 -0.6 G -16.0 126 -2.0 -4.8 H -10.1 126 -1.3 Min. -16.0 336 -5.4 -5.4 Longitudinal Zone Ps Area Force (k) Total (k) A 19.2 54 1.0 B C 12.7 72 0.9 2.0 D Min. 16.0 126 2.0 2.0 E -23.1 72 -1.7 F -13.1 72 -0.9 G -16.0 96 -1.5 -5.1 H -10.1 96 -1.0 Min. -16.0 336 -5.4 -5.4 Lateral Design Upper Level N-S Line: Seis. Area (tt:2) = 340 Shear Line Len.Tot. (ft) = 14 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Right LH = Vert.Trib Height (ft) = ] 6.0 L., = Dist to Adj Gridline (ft) = I 24.0 Shear Above: Line= - vY.Abq./. (Seis/Wind) = -- %Toh. of Load = vxAbv.Trib. (Seis/Wind) = W1 8 Wood Shearwalls = Length= Load Type= Shear Load (lbs) = Wall Dlot.t. (psf) = Resis. Dloist. (plf) = Resis. Dl;,.,in, (lbs) = D4>om1 Dist (ft) = Seis. I Wind MomentoT (lb-ft) = 1Momen~esist. (lb-ft) = Uplift (lbs) = Uplift,.bov• = Upli~et. = Left Holdown = Right Holdown = 478 3822 2493 177 N/A 691 16 32 5530 3072 328 N/A Upper Level N-S Line: Seis. Area (tt:2) = 340 Shear Line Len.Tot. (ft) = 14 Wind Relative to Ridge = Perpendicular Wind Lengths: LH = Vert.Trib Height (ft) = L., = Dist to Adj Gridline (ft) = Shear Above: Line= V xM>ove (Seis/Wind) = %Trib. of Load = V xAbv.Tnb. (Seis/Wind) = Wood Shearwalls = Length= Load Type= Shear Load (lbs)= Wall Dl.oist. (psf) = Resis. Dlo;st. (plf) = Resis. Dl;,.,in, (lbs) = Dl;,.,i0, Dist (ft) = MomentoT (lb-ft) = 1MomenYleslst. (lb-ft) = Uplift {lbs) = Upli~= Upli~et. = Left Holdown = Right Holdown = Left Right I 6.0 I 24.0 - -- W1 8 Seis. I Wind 478 691 16 32 3822 5530 2493 3072 177 328 N/A N/A so lidforms Page 5 of 8 12/10/21 eng ine e r ing A p = 1.0 Sos = 0.808 Plate Ht. (ft) = 8 Lwa11 Tot. (ft) = 8 - -- W2 I 0 0 -- -- -- -- B p = 1.0 Sos = 0.808 Plate Ht. (ft) = 8 Lwa11 Tot. (ft) = 8 - -- W2 I 0 0 -- -- -- -- - 0 - - - - - 0 - - - - Shearwall Seis. Wind Strength Design Seis. Force: F, = 4.0 psf 16.0 psf lbs - W3 I Maximum Wind Pressure: P, = VxSeis (ASO) = Area/2*F,*p*0.7 = 478 xWind = LH*lw/2*P, *0.6 = V rY, (Above) = V,Tot;Jl = 478 Vx/L= 60 86 691 lbs lbs lbs plf 691 -@ Use Shearwall Type= with LTP4 clips @ 48 "o.c. 29% for entire length of grid line A W4 Ws W5 I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- Shearwall Seis. Wind Strength Design Seis. Force: F, = 4 .0 psf 16.0 psf lbs 691 lbs lbs - W3 I Maximum Wind Pressure: P, = VxSeis(ASOl = Area/2*F,*p*0.7 = 478 xw.nd = LH*Lw/2*P,*0.6 = V rY, (Above) = V,Tot;Jl = 478 691 Vx/L = 60 86 - Use Shearwall Type= @ with LTP4 clips @ 48 "o.c. for entire length of grid line B W4 Ws I I 0 0 0 0 0 0 ------ ------ ------ ------ lbs pit 29% w6 I 0 - - - - 1Resisting Moment DL is reduced by 0.6·0.J4•So,; for Seis.(12.14.3.1.3) & 0.6 for Wind (2.4.1) Lateral Design Upper Level E-W Line: Seis. Area (tt2) = 340 Shear Line Len.Tot. (ft) = 24 Wind Relative to Ridge = Perpendicular Wind Lengths: LH = Vert.Trib Height (ft) = L,. = Dist to Adj Gridline (ft) = Shear Above: Line= VxAtxNe (Seis/Wind) = %Tnb. of Load = VxAbv.Trib. (Seis/Wind) = Wood Shearwalls = Length= Load Type= Shear Load (lbs) = Wall Dloi.t_ (psf) = Resis. Dl.oist. (plf) = Resis. D4oint (lbs) = Dl.i>o;01 Dist (ft) = MomentoT (lb-ft) = 1Momen~es1st. (lb-ft) = Uplift (lbs) = Uplift,.tx,,. = Upli~.,. = Left Holdown = Right Holdown = Left Right I 6.o I 14.0 - -- W1 11.5 Seis. I Wind 621 403 16 4968 3226 4121 5078 77 -168 77 N/A Per Plan Per Plan Upper Level E-W Line: Seis. Area (tt2) = 340 Shear Line Len.rot. (ft) = 24 Wind Relative to Ridge = Perpendieular Wind Lengths: LH = Vert. Trib Height (ft) = L,. = Dist to Adj Gridline (ft) = Shear Above: Line= v_ (Seis/Wind) = %T,ib. of Load = V xAbv.Trtb. (Seis/Wind) = Wood Shearwalls = Length = Load Type= Shear Load (lbs)= Wall Dl..oist. (psf) = Resis. Dl..oist. ( plf) = Resis. D4oint (lbs) = Dl.i>o;01 Dist (ft) = Momentor (lb-ft) = 1Momen4lesist. (lb-ft) = Uplift (lbs) = Uplift,,.tx,,• = Upli~.,. = Left Right I 6.o I 14.0 - -- W1 4.5 Seis. I Wind 621 403 16 98 4968 3226 1114 1373 964 463 964 463 Left Holdown = Per Plan Right Holdown = Per Plan so lidforms Page 6 of 8 12/10/21 engineering 1 p = 1.3 Sos= 0.808 Plate Ht. (ft) = 8 Lwall Tot. (ft) = 11.5 - -- W2 I 0 0 -- -. -- -- 2 p = 1.3 Sos= 0.808 Plate Ht. (ft) = 8 Lwall Tot. (ft) = 4.5 - -- W2 I 0 0 . . . - -. . . - 0 - . - - - 0 . . - - Shearwall Seis. Wind Strength Design Seis. Force: F, = 4.0 psf 16.0 psf lbs 403 lbs lbs - W3 I Maximum Wind Pressure: P, = VxSeis (ASOl = Area/2*F, *p*0.7 = 621 v,Wlnd = LH*Lw/2*P,*0.6 = r>I, (Above) = V, Tocal = 621 403 Vx/L= 54 35 -@ Use Shearwall Type= with LTP4 clips @ 48 "o.c. for entire length of grid line 1 W4 Ws I l 0 0 0 0 0 0 ------ . . . --- -. . -. - I . -. . . . lbs plf 15% w6 I 0 - . . . Shearwall Seis. Wind Strength Design Seis. Force: F, = 4.0 psf 16.0 psf lbs - W3 I Maximum Wind Pressure: P, = VxSeis(ASO) = Area/2*F,*p*0.7 = 621 xwind = LH*Lw/2*P, *0.6 = V r>J, (Above) = V,rota1 = Vx/L = 621 138 403 lbs lbs lbs plf 403 90 . @ Use Shearwall Type= with LTP4 clips@ 48 "o.c. 15% for entire length of grid line 2 W4 Ws w6 I I I 0 0 0 0 0 0 0 . . . -. -- . -. -. -- --. -. -. --. . . -- 'Resisting Moment DL is reduced by 0.6·0.14'Sos for Seis.(12.14.3.1.3) & 0.6 for Wind (2.4.1) solidforms enginee ring 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 33% 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 A 0 955 0% 1.0 Redundancy = 1.0 E-W Worst Case Force Removed (lbs) Story Strength (lbs) % Reduction of Story p Strength Gridline 2 621 955 1.3 Redundancy = 1.3 Page 7 of 8 12/10/21 solid forms engineering Page 8 of 8 12/10/21 Foundation Design Distributed Loads Grid line: 1 w= w= 16 * 8.0 Grid line: w= W= 16 * Grid line: w= w= 16 * q= 1500 psf (Note: All loads are psf and lengths are ft) Ext. Wall*Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + f 1*Span/2 + f2*Span/2= Total Load + 7 * + 36 * 14.0 /2 + * /2+ * /2+ * /2= 380 plf Gov. Load: D+Lr = 380 plf Use: 12 "Wide x 12 "Deep w/ ( 2 ) #4 Bars T&B Loaded: lftffl q= psf (Note: All loads are psf and lengths are ft) Ext. Wall*Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Total Load + 7 * + 36 * /2 + * /2+ * /2+ * /2= 0 plf plf Use: "Wide x "Deep w/ ( 2 ) #4 Bars T&B Loaded: q = psf (Note: All loads are psf and lengths are ft) Ext. Wall*Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + f2*Span/2= Total Load + 7 * + 36 * /2 + * /2+ * /2+ * /2= 0 plf plf Use: "Wide x "Deep w/ ( 2 ) #4 Bars T&B Loaded: Concentrated Loads Pad Ftg: D( v(144* Pad Ftg: D( v(144* Pad Ftg: D( v(144* Pad Ftg: D( v(144* Pad Ftg: D( vC144* q= )+Lr( I Use: q= )+Lr( I Use: q= )+Lr( I Use: q= )+Lr( I Use: q= )+Lr( I Use: psf )+L( )= "Sqr. X psf )+L( )= "Sqr. X psf )+L( )= "Sqr. X psf )+L( )= "Sqr. X psf )+L( )= "Sqr. x ) + W( ) + E( 11 Min. Square Dimension )= ## " Deep with #4 Bars Ea. Way ) + W( ) + E( " Min. Square Dimension )= ## " Deep with #4 Bars Ea. Way ) + W( ) + E( 11 Min. Square Dimension )= ## " Deep with #4 Bars Ea. Way ) + W( ) + E( 11 Min. Square Dimension )= ## " Deep with #4 Bars Ea. Way ) + W( ) + E( 11 Min. Square Dimension ) = ## " Deep with #4 Bars Ea. Way # Total Load # factored Load Loaded: # Total Load # Factored Load Loaded: # Total Load # Factored Load Loaded: # Total Load # Factored Load Loaded: # Total Load # factored Load Loaded: (city of Carlsbad SEWER DISTRICT CERTIFICATION [Z] Leucadia Wastewater District 1960 La Costa Ave. Carlsbad, CA 92009 (760) 753-0155 D Vallecitos Water District 201 Vallecitos de Oro San Marcos, CA 92069 (760) 744-0460 The following project has been submitted for building permits: Plan Check #: ____________ Permit #: _C_B_R_2_0_22_-_0_1_7_2 ______ _ Property Owner: RACINE FAMILY TRUST 06-16-20 Project Address: 2217 LEVANTE ST, # Unit #2 Assessor's Parcel #: 2162405202 ----------------------------- Project Description : RACINE: DETACHED ADU (336 SF) City Certification: City of Carlsbad Building Division Date: May 05, 2022 Please indicate in the space below that the owner has entered into an agreement to have your agency provide public sewer service to the premises, and/or if the existing service is adequate for t his project and all required conditions have been satisfied. Permits will not be issued until this form is complete d and returned to our office . ............................................................................................................................................................................................ ' This space to be completed by District Personnel I certify the district requirements for sewer service have been satisfied. Approved by: ~~ Title: FIELD SERVICES SPECIALIST ------------------------------- Community Development -Building Division 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov 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'tl-lEN RAIN IS EMINENT. 2. THE 01\t,lER/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 O\\lllER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES l'tl-llCH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY 111-lEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). 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 V.,TH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND ANO ACKNO\\\.EOGE THAT I MUST: {I) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO A\00 THE EXPOSURE Of STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; ANO (2) ADHERE TO, ANO AT All TIMES, COMPLY V.,TH THIS CITY APPROVED TIER 1 CONSlRUCTION SWPPP THROUGHOUT THE DURATION Of THE CONSTRUCTION ACTIVITIES UNTIL THE CONSlRUCTION WORK IS COMPLETE ANO APPROVED BY THE CITY Of CARLSBAD. ~ :s1GNATURE 1/13/2022 DATE STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE CB SW Erosion Conlrol Sediment Contol BMPs TlllC~ng Non-Sloon Wale, Waste Management and Maletials 8MPs Conlrol 8MPs Management BMPs Pollullon Control BMPs ~ ~~ O'ji -o l~ :i o E ~ !i ·" .!?' g_ s 6 s ~ ~ -g n a. ~ ~ .~ I "' ~ "' ~ ! l ·&-~ ~ ~ ~ Best Management Practice' ,IJ ~ 0 ] ., fE. °' 'si-Ii c 8 ¥1 8 ii .!! "' I " g :3 i -~ c (BMP) D ' fio ----" ., 0 tl<ll ,!; I' ., c,, al a, a, •-~~ '0 u, O '0 <> .. ::I F. ~ C ii ~ Q> escnpn-, o.i 3 ~ o t-""'80~6 e5 -o,, ao,5c3:5 ° =>tJ!: ""E~e.,~ ~ ::i c5 & c!s ti ~ o a::: m v, ·e ~°' o+' ~ (I) ~ ~ 0 ~ .g ~ Q) g' 0 " 0 :: ~ j" .g Q) Q> t. Q) O lL E .:i,: ~ -::, i:: a_t 1-= t? ;;_ :J '-Z °' 0 D '7't ·-·c:: t7l ·-Q. 0.. ~ OI \.. O' I-g -.c .E Q) ·-> I\> t: _ ?:'. .a "Q ., u ,c .... 0 ,:.: 41 o ll _ --c o o u siliie~ ~,l~~ei8a.se 2"'c.ss :;;e68.;,-iJ ;;.)j.,]-a,5.'&ga~s;~ c3 :> wo V> V> cJi o u.. <.:> v>> v> v,a.. v, cna::: :,::a.. a..o a. >'-' :::2cn :I V> <1>U Cl'J:::f z:-<J- CASOAOeslg,ation ➔ ,-... a::, a, .... .... ,., ..,.. u, t0 r---a:, ~ .... N .-n ,-.. a:, .... "' ,., • u-, t0 «>1 I I <) I I I I I I I I I I I I I I I I I I I I I ConsrudlonAc!Mty !.l !.l w !.l l:l l:l l:l l:l l:l l:l !X l:l I!: I!: \?! \?! \?! \?! i i ~ i i i i Grodlno/Soif Oislurbonce x Trenchlno/Excovotlon Slockoilino ~ Drilllno /Borino Concrete/Asnholl Sowcutllno Concrete flalwor1< Povlna Conduit!Pfoe lnslallolfon Stucco/Mortar Work Wosle Oisoosol x x x Sloalnn /I av Down Areo (nulnmenl Maintenance ond Fuellna Hazardous Substance Use/Storane Oewoterlna Sile Access Across Dir! Other /fist\: Instructions: 1. Check the box lo the left of oil oppllcobfe construction acti-,ty (first column) expected lo occur during construction. 2. Locoled along the lop of the BMP Tobie is a fist of BMP's with It's corresponding Californio Slormwoler Quality Association {CASQA) designation number. O>oose one or more BMPs 'fOO inlend lo use during construction from the list. O>eck the box where the chosen activity row Intersects with the BMP column. 3. Refer lo the CASOA construction hondbook for informolfon and detols of the chosen BMPs and how to apply them lo 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. Page 1 of 1 PROJECT INFORMATION Sile Address: 2217 Levante Swet Assessor's Parcel Number: 216-240-52-02 Emergency Contact: Nome: Luca Brammer 24 Hour Phone: 619--865-4129 Construction Threat lo Storm Woler Oualily (Check Box) 0 MEDIUM Ii) LOW REV 02/16 I> C cityof Carlsbad CLIMATE ACTION PLAN r-"'. CONSISTENCY CH CKj l'S!r'O B-50 ~ u \ ~ 7.tl11 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov t,.?R ,...raf\D :'.") ' PURPOSE 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 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 N/A 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.: Racine ADU BP No.: CBR2022-0172 Property Address/APN: 2217 Levante Street ----'---'----'-'--'--'--..C....C...'---------------------------- Applicant Name/Co.: Jesse Leon Applicant Address: 10245 Casa Court, Santee, CA 92071 Contact Phone: 619-733-8134 Contact Email: jessealeon@hotmail.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Applicant Signature: B-50 Jesse Leon Contact Phone: 619-733-8134 Contact Email: r ~>t,, Date: __ 3 ___ /7 ___ /-=20=2=2~---- 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 _______ _ Construction Type [!] Resldentlal !!!I New construction D Additions and alterations: D BPV < $60,000 D BPV ~ $60,000 D Electrical service panel upgrade only D BPV ~ $200,000 D Nonresidential D New construction D Alterations: D BPV ~ $200,000 or additions~ 1,000 square feet D BPV ~ $1,000,000 D ~ 2,000 sq. ft. new roof addition Checklist Item Complete Sectlon(s) Notes: A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A*, 3A*, 1B, 2B, *Includes detached, newly constructed ADU 4A*, 3B, 4A N/A N/A All residential additions and alterations 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages only. *Multi-family dwellings only where interior finishes are removed 1A,4A* 1B, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1 B, 2B, 3B, 4B and 5 1B, 5 1B, 2B, 5 Building alterations of~ 75% existing gross floor area 2B,5 1 B also applies if BPV ~ $200,000 Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calrulations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18.30.190,and the California Green Building Standards Code (CALGreen) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A D Residentialadditionoralteration~$60,000buildingpennitvaluation. □ N/A __________ _ Details of selection chosen below must be placed on the plans referencing CMC □ Exception: Home energy score ;z: 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements □ Before 1978 Select one option: □ Ductsealing □ Attic insulation □Cool roof □ Attic insulation □ 1978 and later Select one option: □ Lighting package □ Water heating Package □ Between1978and1991 Select one option: □ Ductsealing □ Attic insulation □Cool roof □ 1992 and later Select one option: □ Lighting package □ Water heating package Updated 4/16/202 1 3 B. D Nonresidential* new construction or alterations 2: $200,000 building pennit valuation, or additions 2: 1,000 square feet See CMC 18.21.155 and CAL Green Appendix AS D N/A AS.203.1 .1 Choose one: D .1 Outdoor lighting D .2 Restaurant service water heating (CEC 140.5) D .3Warehousedocksealdoors. D .4 Daylight design PAFs D .5 Exhaustairheatrecovery □ N/A AS.203.1 .2.1 Choose one: D .95 Energy budget (Projects with indoor lighting OR mechanical) D .90 Energy budget (ProjectswithindoorlightingANDmechanical) □ N/A AS.211.1 ** D On-site renewable energy: D N/A AS.211 .3"" □Green power: (If offered by local utility provider, 50% minimum renewable sources) D N/A AS.212.1 D Elevators and escalators: (Project with more than one elevator or two escalators) D N/A AS.213.1 D Steel framing: (Provide details on plans for options 1-4 chosen) D NIA'----------- * Includes hotels/motels and high-rise residential buildings **For alterations~ $1 ,000,000 BPV and affecting> 7 5% existing gross floor area, OR alterations that add 2, 000square feet of new roof addition: comply with CMC 18.30.130 (section 2B below) instead. 2. Photovoltaic Systems A. Iii Residential new construction (for low-rise residential building pennit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 3B below (low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc* sheets if necessary) PV System 336 1 1.54 Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) *Fomiula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. kWdc Exception D D D D B. D Nonresidential new construction or alterations 2:$1,000,000 BPV AND affecting 2:75% existing floor area, OR addition that increases roofarea by 2:2,000 square feet Please refer to CMC 18.30.130 when completing this section. *Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: D Gross Floor Area (GFA)Method GFA: D If< 10,000s.f. Enter: 5 kWdc Min. System Size: D If 2: 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 Annual TDV Energy use:*** ______ x .80= Min. system size: ______ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. ~ Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. □ For systems serving individual dwelling units choose one system: !!!!I Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CMC 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For systems serving multiple dwelling units, install a central water-heating system with ALL of the following: □ Gas or propane water heating system □ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Recovered energy □ Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction □ 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 4/16/21 5 4. Electric Vehicle Charging A. Ii] Residential New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. ~ One and two-family residential dwelling or townhouse with attached garage: ~ One EVSE Ready parking space required D Exception : D Multi-family residential· D Exception · Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" *Majoralterationsare: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. *ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) D Exception : ____________ _ Please refer to CMC 18.21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 □ 101-150 12 6 □ 151-200 17 9 □ 201 andover 10 percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded up to nearestwhole number) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" Updated 4/16/2021 6 5. D Transportation Demand Management (TDM): Nonresidential ONLY kl approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will usethetablebelowbased on your submitted plans todeterminewhetherornoryourpermit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. Emp ADTI 1000 s.f.1 Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1 ()fhEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample ca!cylatjons; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Cartsbad'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: ?4<1,,/L. ~>t,,, Date: 3/712022 Person other than Applicant to be contacted for TOM compliance (if applicable): Name(Printed):. __________________ _ Phone Number: _____ _ Email Address: ___________________ _ Updated 4/16/2021 7 C_cityof Carlsbad CLIMATE ACTION PLAN (CAP) COMPLIANCE CAP Building Plan Template 8-55 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. Use this form to summarize all applicable CAP measures for your project. IF CAP MEASURES ARE APPLICABLE, IMPRINT THIS COMPLETED FORM ONTO PROJECT PLANS. 1. ENERGY EFFICIENCY APPLICABLE: □YES 0 NO Complies with CMC 18.30.190 & 18.21.155 0 Yes O N/A Existing Structure, year built: ____ _ Prepared Energy Audit? 0 Yes 0No Energy Score: _____ _ Efficiency Measures included in scope: 2. PHOTOVOLTAIC SYSTEM APPLICABLE: [{]YES □No Complies with CMC section 18.30.130 and 2019 California Energy Code section 150.l(c)14 [Z] Yes D N/A Required Provided Size of PV system (kWdc): 1.54 __ ,_.s __ Sizing PV by load calculations D Yes [l] No If by Load Calculations: Total calculated electrical load: 80% of load: Hardship Requested Hardship Approved 0 Yes 0No □Yes □No 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: [l] YES □NO 4. 5. Complies with CMC sections 18.30.150 and 18.30.1707 Alternative Source: □ Electric □ Passive Solar Hardship Requested Hardship Approved ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: Complies with CMC section 18.21.1407 Panel Upgrade? [{]Yes ON/A O ves 0No o ves □ No [Z]YES ONo 0 Yes O N/A O ves [l]No Required Provided Total EV Parking Spaces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved 0 Yes □Yes TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TDM Report on file with city? DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I'm applying for: □ Grading Permit l1SI Building Permit □ Right-of-way permit □ Other Project Name: Racine ADU Project ID: DWG #/CB# Address: 2217-.... L-ev_a_n..,.te_S,..tr_e_e_t ----APN 216-24-0--5-2--0-2--Disturbed Area_: ____ .-=0=1:::::::::::::::::::::-A-c Section 1: Determination of Project's SWPPP Tier Level SWPPP (Check applicable criteria and circle the corresponding SWPPP Tier Level, then go to section 2) Tier Level ExemQt -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 followinQ .. Permits are exempt from SWPPP requirements: Exempt ► Electrical ► Patio ► Mobile Home ► Plumbing ► Spa (Factory-Made) ► Fire Sprinkler ► Mechanical ► Re-Roofing ► Sign ► Roof-Mounted Solar Array ................................. ............. ........................................... . ..................................................... ... . . .. Tier 3-Significant Threat Assessment Criteria -(See Construction General Permit (CGP) Section 1.8)* □ 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 Tier 3 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 per 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: □ 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: Tier 2 • 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 Ill 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: Tier 1 • 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) * 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. 2/16/16 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: My Project meets one or more of the following: D Project site is 50 acres or more and grading will occur during the rainy season D 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 D Soil at site is moderately to highly erosive (defined as having a predominance of soils Tier3 with USDA-NRCS Erosion factors kf greater than or equal to 0.4) D Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30). D Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium D All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 -High Construction Threat Assessment Criteria: My Project meets one or more of the following: D 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 D Soil at site is moderately to highly erosive (defined as having a predominance of soils High Tier2 with USDA-NRCS Erosion factors kr greater than or equal to 0.4) D Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1-Apr. 30). D Owner/contractor received a Storm Water Notice of Violation within past two years D Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium D My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 -Medium Construction Threat Assessment Criteria: My Project meets one or more of the following: D Owner/contractor received a Storm Water Notice of Violation within past two years Medium D Site results in 500 sq. ft. or more of soil disturbance Tier 1 D 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 W 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 appropnate tier 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 times 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/Cmner's Authorized Agent Name: Title: City Concurrence: Yes No Jesse Leon Agent (For City Use Only) er's Authorized Agent Signature: L.twn, Date: 1/1312022 By: Date: Project ID: E-32 Page 2 of 2 Rev. 2/16/1 6