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2599 CREST DR; ; CBR2021-1677; Permit
PERMIT REPORT Residential Permit Print Date: 07/11/2022 Job Address: 2599 CREST DR, CARLSBAD, CA 92008-1503 (Cityof Carlsbad Permit No: CBR2021-1677 Status: Closed -Finaled Permit Type: BLDG:Residential Work Class: Second Dwelling Unit Parcel#: 1561520600 Track#: Valuation: $107,299.20 Lot#: Occupancy Group: #of Dwelling Units: 1 Bedrooms: Bathrooms: ProjectTitle: CASTILLO ADU Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: CASTILLO: DEMO 228 SF GARAGE// 747 SF DETACHED ADU Property Owner: DEV2021-0148 CO-OWNERS CASTILLO MARCO A AND SUSAN 2597 CREST DR FEE SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-Medium CARLSBAD, CA 92008 SEWER CONNECTION FEE (General Capacity all areas) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION BUILDING PLAN CHECK FEE (BLDG) SB1473 -GREEN BUILDING STATE STANDARDS FEE ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL STRONG MOTION -RESIDENTIAL (SMIP) BUILDING PERMIT FEE ($2000+) Total Fees: $2,945.43 Total Payments To Date: $2,945.43 Applied: 06/09/2021 Issued: 09/13/2021 Fina led Close Out: 06/07/2022 Inspector: Final Inspection: CoApplicant: GILBERTO TSTRELLA TAlva 06/07/2022 6461 RAINBOW HEIGHTS RD FALLBROOK, CA 92028-8850-SAN DIEGO (951) 553-4318 Balance Due: AMOUNT $246.00 $55.00 $998.00 $175.00 $458.08 $5.00 $66.00 $92.00 $182.00 $13.95 $654.40 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or.service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check C'&&Ci1 }~ /(.a 9-J Est. Value #107, ;89.c:k) I PC Deposit Date (Q -q -.21 q Job Address2597 Crest Dr, Carlsbad CA 92008 Suite: APN: 156-152-06-00 ·------ CT/Project #: _________________ lot #:. ____ Year Built: _1_9_2_9 ______ _ Fire Sprinklers: ()YES{!) No Air Conditioning:O YES® NO Electrical Panel Upgrade: (!)YESO NO BRIEF DESCRIPTION OF WORK: New 747 SF ADU construction liJ Addition/New: 747 Living SF, 747 Deck SF,. ____ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? 0 Y ON New Fireplace? 0 Y 0 N , if yes how many? __ D Remodel: SF of affected area ·-----Is the area a conversion or change of use ? Ov 0 N Additional Gas or Electrical Features? NO □ Pool/Spa:. ____ SF ------------ OSolar: ___ KW,. ___ Modules, Mounted:ORoof OGround, TIit: 0 vO N, RMA: Ov ON, Battery: Ov 0N, Panel Upgrade: Ov 0N D Reroof: -----------------------------------lil Plumbing/Mechanical/Electrical 0 Only: Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER Name: Marco Castillo Address: 2597 Crest Dr APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT APPLICANT lj) Name: Lisa De Jesus Address: 450 S Melrose Dr, Ste. 123 City: Carslbad State: CA Zip: 92003 City: Vista State: CA Zip:_9_20_8_1 __ _ Phone: 7608024659 Phone: 7603131000 Email:marco t Ci.'.':i\l\~ q3·@·_c;,~\. (:O)t-l,Email: a_d_u_q_u-ru_s_@_q_m_a-il._c_om _________ _ DESIGN PROFESSIONAL APPLICANT O CONTRACTOR OF RECORD APPLICANT 0 Name:Lisa De Jesus Name:Gilberto Estrella Address: Address:6461 Rainbow Hts RD ------------------City:. _______ St ate: ___ .Zip:____ City: Fallbrook State:_C_A __ Zip: 92028 Phone: ____ .....,...-----=----~----Phone:9515534318 Email:! __ ~ , : •_1·.\t' '· • ~ .1. t } ·-------Email: gegeneralconstruction@gmail.com Architect State license: __________ _ State license/class: 1024873/B Bus. license:Qf)P~ 1635 Faraday Ave carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 08/20 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING {OPTION A) OR {OPTION B) BELOW: {OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I om licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 1\ of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: 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 .. _______________________________________ _ Ii] I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worlcers' compensation insurance carrier and policy number are: lnsuranceCompany Name: _Sta_1e_com_pen'--sati0-·_n_In_sur_ance __ Fund ____________ _ Policy No.9294333 Expiration Date: _31_11_122 ____________ _ 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 dvll 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: Lender's Name:. _____________________ Lender's Address:~---,£..+---,----------------- I hereby affirm that there is a construction lending agency for the performance of the work this pe/: ;;,is is ued ~097 (i) Civil Code). / / I / CONTRACTOR PRINT: Gilberto Estrella SIGN: 1 6Jal f/11.c DATE: _6_/3_/2_0_2_1 __ _ {OPTION 8): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: DI, 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). 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). 01 am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: 0-0wner Builder acknowledgement and verification form• has been filled out, signed and attached to this application. Owners •Authorized Agent Form• has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner's behalf. -.... By my signature below I admow1edge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable low, 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.co.gov/calow.html. OWNER PRINT: __________ _ SIGN: ___________ DATE: ______ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California licensed Contractor or authorized to act on the property owner or contractor's behalf. I certify thot I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SA VE; INDEMNIFY AND KEEP HARMLESS THE OTY OF CARLSBAD AGAIN5r ALL LIABIL/TIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAIN5r SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. APPLICANT PRINT: Lisa De Jesus SIGN: _k_~-~~-+--~---DATE:6/3/2021 1635 Faraday Ave carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 08120 ( City of Carlsbad OWNERS AUTHORIZED AGENT FORM 8-62 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER'S AUTHORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in its entirety to be accepted by the City 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 Excluding the Property Owner Acknowledgement, the execution of which I understand is 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): _7_4_7 __ A_D __ u ____________ _ Project Location or Address: 2597 crest Dr, Carslbad CA 92008 Name of Authorized Agent: _L_i_s_a_D_e_J_e_s_u_s _____ Tel No. 7603131 000 Address ofAuthorizedAgent:45O S Melrose Dr, Ste. 123 Vista, CA 92081 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Property Owner's Signature: _ .... ~-"--,,,.../!ii",-~--------------Date: --~-\ ..... Lt----'---4!-d:~\---- ' " PERMIT INSPECTION FIISTOff.Y for (CIQ.2021-167:Z) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Monday, July 11, 2022 Application Date: 06/09/2021 Owner: CO-OWNERS CASTILLO MARCO A AN[ SUSAN E Issue Date: 09/13/2021 Expiration Date: 11/28/2022 IVR Number: 33862 Subdivision: WILSONIA TRACT Address: 2599 CREST DR CARLSBAD, CA 92008-1503 Inspection No. Inspection Status Primary Inspector Reinspection Inspection COMMENTS Received final waste management, B-59 (65%) recycle diversion information. Rest of final mechanical, plumbing, electrical, and structural scope of work-approved. Received final waste management, B-59 (65%) recycle diversion information. Rest of final mechanical, plumbing, electrical, and structural scope of work-approved. Received final waste management, B-59 (65%) recycle diversion information. Rest of final mechanical, plumbing, electrical, and structural scope of work-approved. Received final waste management, B-59 (65%) recycle diversion information. Rest of final mechanical, plumbing, electrical, and structural scope of work-approved. Passed Yes Yes Yes Yes Page 4 of 4 PERMIT INSPECTION HISTORY for (CBR2021-1677) Permit Type: BLDG-Residential Application Date: 06/09/2021 Owner: CO-OWNERS CASTILLO MARCO A AN[ SUSAN E Work Class: Second Dwelling Unit Status: Closed -Finaled Issue Date: 09/13/2021 Expiration Date: 11/28/2022 IVR Number: 33862 Subdivision: WILSONIA TRACT Address: 2599 CREST DR CARLSBAD, CA 92008-1503 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 06/01/2022 06/07/2022 BLDG-27 Shower Panrrubs Checklist Item 177706-2022 COMMENTS Passed Tony Alvarado BLDG-Building Deficiency March 2, 2022: 06/01/2022 BLDG-33 Service Change/Upgrade Checklist Item 1. Underground sewer plumbing line to new ADU structure, under water leak pressure test with clean outs-approved per manufacture specifications for sewer pipe size, dimensions and type of sewer plumbing line. 2. Interior drywall; type, size, and anchoring schedule been approved. 3. Red-guard, cement fiberboard and shower/bath tub location-approved. 4. Tub shower pan, prefab unit, installed-approved. 183863-2022 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency June 1, 2022: panelupupgrade rough electrical work -approved. BLOG-34 Rough Electrical Checklist Item 183862-2022 COMMENTS Passed Tony Alvarado BLDG-Building Deficiency June 1, 2022: panelupupgrade rough electrical work -approved. 06/07/2022 BLDG-Final Inspection 184268-2022 Passed Tony Alvarado Monday, July 11, 2022 Complete Passed Yes Complete Passed Yes Complete Passed Yes Complete Page 3 of 4 " ' " , " ' ' " ~ ,w¾IDr~v PERMIT INSPE<;:TION HlSTOBl;)'; for (:QIJR20~i-.1677) . Permit Type: BLDG-Residential Application Date: 06/09/2021 Owner: CO-OWNERS CASTILLO MARCO A AN[ SUSAN E Work Class: Second Dwelling Unit Status: Closed -Finaled Issue Date: 09/13/2021 Expiration Date: 11/28/2022 IVR Number: 33862 Subdivision: WILSONIA TRACT Address: 2599 CREST DR CARLSBAD. CA 92008-1503 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection 02/17/2022 02/22/2022 03/02/2022 BLDG-15 Roof/ReRoof (Patio) 173938-2022 Passed Tony Alvarado 02/17/2022 BLDG-84 Rough Combo(14,24,34,44) 176815-2022 Passed Tony Alvarado Checklist Item BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS 02/22/2022 BLDG-16 Insulation 177038-2022 Passed Tony Alvarado 03/02/2022 BLDG-17 Interior Lath/Drywall 177609-2022 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS March 2, 2022: 1. Underground sewer plumbing line to new ADU structure, under water leak pressure test with clean outs-approved per manufacture specifications for sewer pipe size, dimensions and type of sewer plumbing lfne. 2. Interior drywall; type, size, and anchoring schedule been approved. 3. Red-guard, cement fiberboard and shower/bath tub location-approved. 4. Tub shower pan, prefab unit, installed-approved. BLDG-21 177707-2022 Passed Tony Alvarado Un dergrou nd/U nde lflo or Plumbing Checklist Item BLDG-Building Deficiency COMMENTS March 2, 2022: 1. Underground sewer plumbing line to new ADU structure, under water leak pressure test with clean outs-approved per manufacture specifications for sewer pipe size, dimensions and type ofsewer plumbing line. 2. Interior drywall; type, size, and anchoring schedule been approved. 3. Red-guard, cement fiberboard and shower/bath tub location-approved. 4. Tub shower pan, prefab unit, installed-approved. Monday, July 11, 2022 Complete Complete Passed Yes Yes Yes Yes Complete Complete Passed Yes Complete Passed Yes Page 2 of 4 Building Permit Inspection History Finaled (cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2021-1677) Permit Type: BLDG-Residential Application Date: 06/09/2021 Owner: CO-OWNERS CASTILLO MARCO A AN[ SUSAN E Work Class: Second Dwelling Unit Issue Date: 09/13/2021 Subdivision: WILSONIA TRACT Address: 2599 CREST DR CARLSBAD, CA 92008-1503 Status: Scheduled Date 09/24/2021 11/30/2021 12/03/2021 12/08/2021 01/04/2022 Closed -Finaled Actual Inspection Type Start Date 09/24/2021 BLDG-SW-Pre-Con Checklist Item Expiration Date: 11/28/2022 IVR Number: 33862 Inspection No. 167129-2021 COMMENTS Inspection Primary Inspector Status Partial Pass Tony Alvarado BLDG-Building Deficiency September 24, 2021: (partial pass). 11/30/2021 12/03/2021 12/08/2021 01/04/2022 BLDG-21 U nderground/Underflo or Plumbing BLDG-11 Foundation/Ftg/Piers (Rebar) BLDG-22 Sewer/Water Service Checklist Item 1. Preconstruction meeting, scope of work Partial Pass. 2. Required setback certification information prior to footing slab concrete pour. 3. Informed owner builder Marco. 171584-2021 Partial Pass Tony Alvarado 171824-2021 Passed Tony Alvarado 172380-2021 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency Underground sewer plumbing line and domestic water plumbing line exposed in trench, Separated over 1 '-0" apart and in shelf-like separation orientation.- approved. BLDG-23 172381-2021 Passed Tony Alvarado Gas/Test/Repairs Checklist Item COMMENTS BLDG-Building Deficiency New gas line under air leak pressure test with tracer wire-approved. BLDG-81 Underground 172133-2021 Passed Tony Alvarado Combo(11, 12,21,31) Checklist Item COMMENTS BLDG-21 Underground-Underfloor Plumbing BLDG-31 Underground-Conduit Wiring BLDG-13 Shear 173937-2022 Passed Tony Alvarado Panels/HD (ok to wrap) Monday, July 11, 2022 Reinspection Inspection Reinspection Incomplete Passed Yes Reinspection Incomplete Complete Complete Passed Yes Complete Passed Yes Complete Passed Yes Yes Complete Page 1 of4 VINJE & MIDDLETON ENGINEERING, INC. 2450 Auto Park Way ESCONDIDO, CALIFORNIA 92029-1229 Phone: (760) 743-1214 Fax: (760) 739-0343 Marco and Susan Castillo TO __________________ _ PERMIT# CBR 2021-1677 THE FOLLOWING WAS NOTED: FIELD REPORT DATE 11-29-2021 I JOBNO 21-277-F PRQIECT ADU Foundation Inspection LOCATIOff 2599 Crest Drive Carlsbad CONTAACTOA Doherty Concrete. OWlfER jWEATHeftlear , Warm PIIESl!HTATSIT'! Concrete crew. > On site to inspect the foundation excavations for the proposed 2 bedroom one bath ADU. We have completed field density testing during the recommended removal and recompacting of near surface soils. The soils were properly compacted and field density tests were taken to confirm 90% compaction. The underlying undisturbed formational strata consisted of semi cemented very dense Terrace Deposit. Foundation excavation dimensions were measured and found to be as follows-South 21" D x 34" W, West 25" D x 24" w, North 23" D x 32" w, East 23"D x 24" w. The approved plans indicate that the foundation was designed to the CBC minimum or 1,500 pounds bearing pressure. Current foundation excavations are larger than indicated . The bearing strata exposed In the foundation excavations consists of well compacted fill throughout and is suitable for the support of the intended structure. In our opinion the building pad Is suitable for Its intended use. The referenced plans were prepared by Barrett Crook Civil Engineer. The detail for concrete slab on >sheet S3.1 #1 should be modified to eliminate the 4" of gravel. S0l.S JECtNCIANIS1'Af OECU)(IISTIENOINESI/EHO. GE0UJOl5T RQ!.IG&IC&Q NUMl!II CUEJff llt!l'AERNTA'ff\lE Joe Locascio Project Manager &fllllVl 10:30 HOURS I 1tlO I K&iRioNiiri I HaihiTMviL I ffiiiHdDRs I 2 AEGVLAft I ov£JmME I THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD PER THE PLANS, SPEctFICATIOlla APPLICABLE CODES 0 . C-6~202-I -1£e11 c,.. . 2..5'l'f ~ ~ 0/~~ Civil Engineering • Surveying Certified: SDVOSB. DVBE. SBE • CPUC City of Carlsbad Building Department November 29, 2021 J.N. 211031 Attn: City of Carlsbad -Building Department 1635 Faraday A venue Carlsbad, CA 92008 RE: CBR2021-1677-Form Certifications for 2599 Crest Dr. DEV2021-0148 City of Carlsbad Building Department, Based upon topographic surveys performed by O' Day Consultants on November 29, 2021 for 2599 Crest Drive, the foundation forms for land development have been completed within standard tolerance (0.10 feet) in accordance with the approved plan, (City of Carlsbad CBR2021-1677 / DEV202 l -0148) O' Day Consultants Inc. O'DAY CONSULTANTS, INC. Very truly yours, Christopher Endozo Project Manager 2710 Coker Avenue West, Suite 100 Carlsbad, California 92010-6609 E-mail: oday@odayconsultants.com Website: www.odayconsultants.com Tel: 760.931.7700 Fax: 760.931.8680 G:\211031 Castillo\Certification Letter.2131-FormCert..11-29-21.doc DATE: 9/3/2021 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBR2021-1677 PROJECT ADDRESS: 2599 Crest Dr. • lW INTERWEST A SAFEbutll COMPANY SET: II.A PROJECT NAME: Castillo Residence Detached ADU □ 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 building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your 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: ~ 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: Date contacted: Mail Telephone 0 REMARKS: By: David Yao lnterwest Telephone#: (b ) Email: Fax 1son Enclosures: log 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 8/12/2021 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBR2021-1677 PROJECT ADDRESS: 2599 Crest Dr. • lW INTERWEST A SAFEbuill COMPANY SET: II PROJECT NAME: Castillo Residence Detached ADU D APPLICANT D JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your 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: ~ 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: Date contacted: Mail Telephone (by: Telephone#: ) Email: Fax In Person ~ REMARKS: 1. All sheets of the plan shall be signed by the person responsible for their preparation. 2. All S sheets and first sheet of the structural calculation shall be signed and sealed by the engineer. By: David Yao lnterwest 8/4/2021 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 6/29/2021 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBR2021-1677 PROJECT ADDRESS: 2599 Crest Dr. • lW INTERWEST SET: I PROJECT NAME: Castillo Residence Detached ADU □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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 plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your 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. ~ The applicant's copy of the check list has been sent to: Lisa De Jesus D lnterwest staff did not advise the applicant that the plan check has been completed. ~ lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Lisa De Juses Telephone#: 760-313-1000 Date contacted: Mail Telephone 0 REMARKS: By: David Yao lnterwest (by: ) Email: adugurus@gmail.com Fax In Person Enclosures: 6/10/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad CBR2021-1677 6/29/2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2021-1677 PROJECT ADDRESS: 2599 Crest Dr. FLOOR AREA: ADU 747 sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 6/29/2021 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/10/2021 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California I Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC, 2019 CPC, 2019 CMG and 2019 CEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2019 California Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad CBR2021-1677 6/29/2021 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). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to lnterwest and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to lnterwest, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to lnterwest only will not be reviewed by the City Planning, Engineering and Fire Departments until review by lnterwest is complete. 1. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. 2. When a project requires CAP forms make sure CAP forms are scanned and sent back with the corrections list. Also when final plans are approved rubber band CAP forms to outside of the plans and do not put them inside the roll up. 3. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 4. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). 5. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2019 California Residential Code, which adopts the 2019 CBC, 2019 CMC, 2019 CPC and the 2019 CEC. Section R106.1. 6. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, PV, etc.). Additionally. provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." City of Carlsbad CBR2021-1677 6/29/2021 7. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section R401.3. 8. The structural calculation shows this project is raised floor. The plan shows slab on grade. Please clarify. 9. The first sheet of the calculation shall be signed and sealed by the engineer or architect. 10. Detail the dryer exhaust duct design from the dryer to the exterior. The maximum length is 14 feet with a maximum of two 90-degree elbows or provide the manufacturer's duct length specification description on the plans: Include the dryer specifications (manufacturer, model, and fuel type) as well as the duct description (size and type). CMC Section 504.4.2.1. 11. Show how makeup air will be provided for the washer and dryer enclosure. The code requires an opening with a minimum of 100 square inches of makeup air (can be louvered door). CMC 504.4.1 12. Please provide listing information and installation instruction for the wood stove to verify clearance to combustibles and overhead protection. CMC Section 921.0. 13. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If the service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. 14. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52. 15. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 a) Tamper resistant receptacles for all locations described in 210.52 and 550.13.(i.e. all receptacles in a dwelling). 16. An ADU may have a separate utility service installed, or sub fed via existing service with adequate capacity. ADU's require electrical load calculations per CEC 220.83 to justify existing electrical service size is adequate. 17. An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. Show gas meter location, development length for all gas appliances, gas demand for all gas appliances and gas line size. City of Carlsbad CBR2021-1677 6/29/2021 a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 200.000 Btu gas input rating. Energy Standards 150.0(n). RESIDENTIAL GREEN BUILDING STANDARDS 18. Storm water drainage/retention during construction. Note on the plans: Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC Section 4.106.2. 19. Grading and paving. Note on the plans that site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC Section 4.106.3. Exception: Additions not altering the drainage path. 20. Note on the plans that landscape irrigation water use shall have weather or soil-based controllers. CGC Section 4.304.1. 21. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. 22. Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan, per CGC Section 4.408.2. 23. Operation and maintenance manual. Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC Section 4.410.1. 24. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC Section 4.504.1. 25. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC Section 4.504.2. 26. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. 27. Interior moisture control. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4.505.3. City of Carlsbad CBR2021-1677 6/29/2021 28. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 29. Heating and air-conditioning system design. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: (Support documentation required at application submittal) 4.507.2. a) Establish heat loss and heat gain values according to ANSI/ACCA Manual J-2016, ASHRAE handbooks or other equivalent methods. b) Size duct systems according to ANSI/ACCA 1 Manual D -2016, ASHRAE handbooks or other equivalent methods. c) Select heating and cooling equipment according to ANSI/ACCA 3 Manual S -2014 or other equivalent methods. 30. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. ENERGY CONSERVATION 31. All domestic hot water piping to have the following minimum insulation installed: ½" pipe (1/2" insulation);¾" pipe (1" insulation); 1" to 1-½" pipe (1-½" insulation). CPC 609.11 & ES 150.00) a) Additionally, the ½" hot water pipe to the kitchen sink, and the cold-water pipe within 5' of the water heater both require 1" minimum insulation. ES 150.OU) Residential Energy Lighting Reguirements: ES 150.0(k) 32. All installed luminaires shall be high-efficacy in accordance with ES TABLE 150 0-A. a) Luminaries must have a label certified for airtight construction. b) Light sources that are not marked "JAS-2019-E" shall not be installed in enclosed luminaires. ES 150.0(k) Residential ventilation requirements: ES 150.0(o)/ASHRAE 62.2 33. Mechanical whole house ventilation must be provided. Identify the fan providing the whole house ventilation (complete with CFM and Sane rating) on the floor plans. a) All fans installed to meet all of the preceding ventilation requirements must be specified at a noise rating of a maximum 1 "Sane" (continuous use/ or 3 "Sane" (intermittent/. City of Carlsbad CBR2021-1677 6/29/2021 MISCELLANEOUS 34. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 35. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ 36. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Error! Reference source not found. at EsGil. Thank you. STRUCTURAL CALCULATIONS 2597 CREST DRIVE Loads/ Assumptions Lateral Analysis Misc Framing Analysis Foundation Analysis Table of Contents: Sheets 1-4 Sheets 5-6 Sheets7-15 Sheets 16-17 > I--0 CBR2021-1677 2599 CREST DR ;~~TILLO: DEMO 228 SF GARAGE 117 47 SF DETACHED 1561520600 6/9/2021 CBR2021-1677 Project Name: 2597 CREST DRIVE LOADS FINISH SHEATHING ROOF FRAMING ROOF ASPHALT SHINGLES 5/8" 0.4 PSF PER 1/8 INCH X 5" Date: RED M TRUSSES, 9 LBS/FT X 1/2' SPACING+ MISC SOLAR CEILING GYP BOARD 5/8" MEP 2 PSF PER 1/2 INCH INSULATION LIGHTING/ROOF MECHL UNITS R-30 MTSC. TOT AL ROOF DEAD LOAD= ROOF LIVE LOAD= FINISH CARPET SOUND MAT 1/4" SOUND MAT SHEATHING FLOOR 3/4" 0.4 PSF PER 1/8 INCH X 611 FLOOR FRAMING 2X10 DFL#I @24" O.C. + MISC. CEILING GYP BOARD INSULATION MISC. 5/8" X I LA YER R-30 TOTAL FLOOR DEAD LOAD= HOTEL ROOMS LIVE LOAD= PARTITION WALL LIVE LOAD= 2 PSF PER 1/2 INCH EXTERIOR WALLS STUD FRAMING 2 X6 DFL#I @ 16" O.C. 2.86 PLF/1.33' 4 2 5 2.5 0.5 0.5 2.5 5/16/2021 18 PSF 20 PSF 0.05 2.4 3 2.5 0.6 6.45 16 PSF 40 PSF IO PSF 2.15 SHEATHING 1.6 1/2" 5/8" 0.4 PSF PER 1/8 INCH X 611 GYPBOARD INSULATION R-2 1 WEATHER AND AIR BARRIER FINISH 7/8" STUCCO MISC 2 PSF PER 1/2 INCH 2.5 0.2 1 9 1.55 18 PSF 1 2 Project Name: 2597 CREST DRIVE Date: 5/16/202 1 SEISMIC Site Class = D Occupancy Category = II redundancy (p) I Ss = 1.028 S1 0.374 SMs = 1.234 SMI = NULL Sos = 0.822 So, NULL LIGHT FRAMED WOOD SHEAR WALL Seismic Design Category Table 1613.5.6(1) D Table 1613.5.6(2) = D le = 1.000 R 6.500 Cs=Sds/(R/Ie) 0.126 Cs (ASD) 0.089 5/16/2021 ATC Hazards by Location l\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: 2597 Crest Dr, Carlsbad, CA 92008, USA 33.172998, -117.337477 184 ft 2021-05-16T19:59:10.756Z Seismic ASCE?-16 II D-default 11ina Island ssential 1 Habitat... G o >gle Basic Parameters Name Value Description Ss 1.028 MCER ground motion (period=0.2s) S1 0.374 MCER ground motion (period=1.0s) SMs 1.234 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value Sos 0.822 Numeric seismic design value at 0.2s SA So1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 ..,Additional Information Name Value Description soc * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRs 0.899 Coefficient of risk (0.2s) CR1 0.909 Coefficient of risk (1.0s) PGA 0.451 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.541 Site modified peak ground acceleration Temecula 0 184ft 3 • -Cleveland Borre! OceaJ 1fde W National Forest Spr~n! 0 Escondido Anza-1 0 De Stat, , Mt Lagur ~ 0 San r.;,_,.,_ V ,.Map data ©2021 Google, INEGI https://hazards.atcouncil.org/#/seismic?lat=33.172998&1ng=-117 .3374 77 &address=2597 Crest Dr%2C Carlsbad%2C CA 92008%2C USA 1/2 5/16/2021 tl 8 SsRT 1.028 SsUH 1.144 SsD 1.5 S1RT 0.374 S1UH 0.412 S1D 0.6 PGAd 0.523 * See Section 11.4.8 ATC Hazards by Location Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value {1 .0s) Factored deterministic acceleration value (PGA) 4 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=33.172998&Ing=-117 .337477&address=2597 Crest Dr%2C Carlsbad%2C CA 92008%2C USA 2/2 SEISMIC MASS OF EXISTING UNIT: ROOF TRIBUTARY MASS o/ i i I I I I I I ,- ~ II A ---l_ I I I ~, I I I I I = 750 SQ FEET X (20 + 5 NON BEARING WALL DEAD LOAD) PSF + l l2' X L0'/2 X 20 PSF = 29950 LBS SEISMIC FORCE V SHEAR= 29950 LBS X 0.126 = 3774 LBS ROOF GRID TRfB SEISMIC LENGTH LEAST HEIGHT il='ACTOF FORCE OFSW 0 1ER won OF WALL LBS FEET FEET FEET 1.00 0.50 1887.00 18.17 5.17 9.00 2.00 0.50 1887.00 24.00 7.50 9.00 A 0.50 1887.00 8.00 4.00 9.00 B 0.50 1887.00 15.33 4.00 9.00 GOVERNING NET UPLIFT ASD = l l42 LBS SIMPSON HDU2SDS2.5 CAP= 3075 LBS O.K. SEIS. SHEAF DEMAND LBS/FEET 103.85 78.63 235.88 123.09 TYPE OF ROOF DL WALL DL HD/UPLIFT SHEAR RESIST RESIST ASD/SEISMIC WALL PLF PLF LBS A 0.00 144.00 473.76 A 0.00 144.00 233.48 A 2 10.00 144.00 1142.69 A 2 10.00 144.00 432.16 NOMINAL SHEAR WALL CAPACITY DERIVATION ASD FACTOR FOR SHEAR WALL STRENGTH REDUCTION: LRFD FACTOR FOR STRENGTH REDUCTION: 2.0 0.8 SHEAR WALL TYPE: A WOOD STRUCTUAL PANEL -STRUCTURAL I, MINfMUM 1-1/2 MIMUM FASTNER PENETRATION, I0d FASTER @ 6" O.C. LRFD: [NOMINAL SHEAR WIND CAPACITY (PLF) [NOMINAL SHEAR SEISMIC CAPACITY (PLF) ASD: NOMINAL SHEAR WIND CAPACITY (PLF) NOMINAL SHEAR SEISMIC CAPACITY (PLF) 0.8 X 950 plf 0.8X 680plf 950 plf /2.0 680 plf /2.0 760.0 plf 544.0 plf 475.0 plf 340.0 plf S HEAR WALL TYPE: B WOOD STRUCTUAL PANEL -STRUCTURAL I, MINIMUM 1-1 /2 MIMUM FASTNER PENETRATION, I0d FASTER @ 3" O.C. LRFD: NOMINAL SHEAR WIND CAPACITY (PLF) [NOMINAL SHEAR SEISMIC CAPACITY (PLF) ASD: NOMINAL SHEAR WIND CAPACITY (PLF) NOMINAL SHEAR SEISMIC CAPACITY (PLF) ... • • • • HUUt •;:,u;:,,:,o HOU4·SOS2.5 HOU5·SOS2.5 HOU8-SDS2.5 HDU11 ·SOS2.5 14 J 14 3 14 3 10 3 10 3 0 '1116 ,j'/4 I f16 lt'B 10'¥1• 3¼ 1 ¥is 11/s 13¥.e 3¼ 1 ¥is 11/s 16% 3½ H's 1½ 22¼ 3½ 11/s 1½ 'YB ¾ % 'Iii 1 0.8 X 1860 plf 0.8 X 1330 plf 1860 plf /2.0 1330 plf /2.0 lO) 1/4 X < 1/2 ;:,u;:, J XJ1/2 (10) ¼ X 2½ SOS 3x3½ (14)¼x2½SOS 3x3½ 3 x3½ (20) 1/, x 2½SDS 3½x3½ 3½x4½ 3½x5½ (30) 1/4 X 2½ SOS '" ~" J,U/0 <,<10 4,565 3,285 5,645 4 340 6,765 5,820 6,970 5.995 7,870 6,580 9,335 8 030 4-4 ,,,-,,-",.. ,n 1488.0 plf 1064.0 plf 930.0 plf 665.0 plf u.uoo 0.114 0.115 0.11 0.116 0.113 0.137 n.,,-, IBC, FL. LA 6 Project Name: 2597 CREST DRIVE EXTERIOR WALL: STUD ANALYSIS AND DESIGN EXTERIOR STUD, LC: DL + 0.75LL + 0.6WL INPUT Name of Section Material Grade Width of Section B Depth of Section D lxx ( Moment of Inertia) Sx (Section Modulus) Fb(Material Bending Strength) C0 (Duration Factor) CF(Size Factor) CR ( Repetitive FACTOR) WIND FORCE Ww ASD FACTOR Tributary Width H(Height of Stud) ROOFDL FLOOR DL psf 20 0 ROOF LL FLOOR LL ANALYSIS AND DESIGN Ww(Uniform Wind Load) Mdemand (Due to Wind Force) Modified Fb (Bending Strength) Moment Capacity P(D.L+ 0.75 L.L) Pcap. (Axial Capacity of Stud) psf 20 0 TRIB 2x4 DF#2 1.5 inch 3.5 inch 5.36 inch4 3.06 inch3 900 psi 1.6 1.3 1.15 24.73 psf 0.60 1.33 feet 9 feet psf 20 10 WALL DL HT. 11.5 FEET 19.73 plf 2397.75 lb-inch 2 152.8 psi 6592.95 lb-inch 801.325 lb 2386 lb P Axial Demand M Demand Unity Check=-------+----P Axial Capacity M Capacity USE 2x4 AS STUDS@ Date: Po+L l wl2 Moemand = 8 x12 Fb = FbCdCrCf Mcap = Fb * Sx 0.70 O.K 16 INCHO.C. 7 5/16/2021 WOOD STUD DESIGN ASSUMPTIONS: 1 )CONCENTRIC PIONT LOAD 2) "STUD" ASSUMES THAT THE SMALLER DIMENSION OF THE "COLUMN" IS BRACED DEFINITIONS OF TERMS DL DEAD LOAD LL LIVE LOAD L COLUMN LENGTH Fe* COMPRESSION VALUE WITH APPLICABLE ADJUSTMENT FACTORS c' NUMERIC VALUE= .8 SAWN LUMBER =.85 FOR ROUND TIMBERS =.9 FOR GLUED-LAMINATED TIMBERS Ke NUMERIC VALUE =.65 FOR FIXED FIXED =.8 FOR PINNED FIXED =1 .0 FOR PINNED PINNED =1 .2 FOR FIXED WITH TRANSLATION OF TOP OR BOTTOM =2.1 FOR FIXED FREE =2.4 FOR FIXED PINNED WITH TRANSLATION le EFFECTIVE LENGTH =Ke*L Emin REDUCED MODULUS OF ELASTICITY OF COLUMN A CROSS SECTIONAL AREA OF COLUMN b SMALLER DIMENSION OF COLUMN (DEPTH) d LARGER DIMENSION OF COLUMN (WIDTH) ADJUSTMENT VALUES Co DURATION FACTOR= .9 FOR DEAD LOAD Ct =1 .0 FOR NORMAL DURATION =1 .15 FOR SNOW LOAD =1 .25 FOR ROOF LIVE LOAD WET SERVICE FACTOR FOR E,min =1 .0 FOR MOISTURE LESS THAN 19% =.9 FOR "WET' CONDITIONS WET SERVICE FACTOR FOR Fe =1 .0 FOR MOISTURE LESS THAN 19% =.8 FOR "WET' CONDITIONS TEMPERATURE CORRECTION =1 .0 FOR T<100 DEGREES F =.8 FOR T<125 DEGREES F CF SIZE FACTOR (Pg . 30 -NDS-05 SUPPLEMENT) Ci INCISING FACTOR=1 .0 NOT INCISED =.85 INCISED (PRESSURE TREATED) 8 EQUATIONS INPUT Fe*= Emin'= Fee= F'e= L= Ke= le= b= d= "STUD"? Fe= e' E, min'= Ct= Cd= CME= CM Fee= Ci= CF= CP= F'e 1- ( 0.822*Emin' )/(le/d)"2 Fe**[1 +(Fee/Fe*)/2e'-[( 1 +(Fee/Fe*)/2e')"2-(Fee/Fe*)/e']" .5 9 FT 1 108 IN 1.5 IN 3.5 IN y 1350 PSI 0.8 580 KSI 1 1 1 1 1 1.00 0.337 625 Fe*= 1350 PSI A= 5.25 SQUARE INCHES le/d 30.9 Fee= 501 Fee/Fe*= 0.371 F'e= 455 PSI MAXIMUM ALLOWABLE CONCENTRIC LOAD (ASD) 2386 LBS (BASED ON COLUMN) 3281 LBS (BASED ON END BEARING OF Fe II) 9 Project Name: 2597 CREST DRIVE BEAM HEADER JAMB OPENING WIDTH (W) HEADER ANALYSIS FOR OPENING WIDTH OF 4' INPUT Name of Section = 4x4 Material Grade = DF#2 Amount of Trial Section 1 Width of Section B = 3.5 inch Depth of Section D = 3.5 inch lxx (Total Moment of Inertia) 12.51 inch4 Sx (Total Section Modulus) 7.15 inch3 Fb(Material Bending Strength) 900 psi C0 (Duration Factor) 1.6 Width of Opening 4 feet WIND FORCE Ww 25.00 psf ASD FACTOR = 0.60 H(Height of Stud) = 10 feet Span Length A 7 feet Span Length B 3 feet 10 Date: 5/16/202 1 ::i::: Project Name: 2597 CREST DRIVE ANALYSIS AND DESIGN Ww(Uniform Wind Load) Mdemand (Due to Wind Force) Modified Fb (Bending Strength) Moment Capacity Reaction Tranfered from Header to Jamb M Demand Unity Check= C . M apaclty USE 1 4x4 = = 75 plf 1800 lb-inch 1440 psi 10290 lb-inch 150 lb 0.174927 O.K AS HEADER FOR OPENING JAMB ANALYSIS FOR OPENING WIDTH OF 4' INPUT Name of Section Material Grade Amount of Trial Section Width of Section B Depth of Section D fxx ( Moment of lnertia) Sx (Section Modulus) Fb(Material Bending Strength) C0 (Duration Factor) WTNDFORCE Ww ASD FACTOR Tributary Width Ww H(Height of Stud) ANALYSIS AND DESIGN Ww(Uniform Wind Load) Reaction Tranfered from Header to Jamb = 4x4 DF #2 3.5 inch 3.5 inch 12.51 inch4 7.15 inch3 1000 psi l.6 25.00 psf 0.60 l.33 feet IO feet 19.95 plf 150.00 lb Date: wl2 Moemand = 8 x12 Fb = FbCdCrCf Mcap = Fb * Sx 5/16/2021 4 FEET WIDE Rxn tran. From Header to Jamb 11) 2 0 t.t.. "O ·= ~ 11) ] ~ <.+-, 0 ... ::I 0 Mdemand (Due to Wind Force) 6772.5 lb-inch wl2 Pab Moemand = 8 x12 +-l-x12 11 Project Name: 2597 CREST DRIVE Modified Fb (Bending Strength) Moment Capacity P(D.L+L.L) Pcap. (Axial Capacity of Stud) 1600 psi 11433 .33 lb-inch 1891.26 lb 5568 lb P Axial Demand M Demand Unity Check = . . + . P Axial Capacity M Capacity USE 1 4x4 AS JAMB FOR OPENING Date: Fb = FbCd Mcap = Fb * Sx 0.93 O.K 5/16/2021 4 FEET WIDE 12 WOOD STUD DESIGN ASSUMPTIONS: 1 )CONCENTRIC PIONT LOAD 2) "STUD" ASSUMES THAT THE SMALLER DIMENSION OF THE "COLUMN" IS BRACED DEFINITIONS OF TERMS DL DEAD LOAD LL LIVE LOAD L COLUMN LENGTH Fe* COMPRESSION VALUE WITH APPLICABLE ADJUSTMENT FACTORS c' NUMERIC VALUE= .8 SAWN LUMBER =.85 FOR ROUND TIMBERS =.9 FOR GLUED-LAMINATED TIMBERS Ke NUMERIC VALUE =.65 FOR FIXED FIXED =.8 FOR PINNED FIXED =1 .0 FOR PINNED PINNED =1 .2 FOR FIXED WITH TRANSLATION OF TOP OR BOTTOM =2.1 FOR FIXED FREE =2.4 FOR FIXED PINNED WITH TRANSLATION le EFFECTIVE LENGTH =Ke*L Emin REDUCED MODULUS OF ELASTICITY OF COLUMN A CROSS SECTIONAL AREA OF COLUMN b SMALLER DIMENSION OF COLUMN (DEPTH) d LARGER DIMENSION OF COLUMN (WIDTH) ADJUSTMENT VALUES Co DURATION FACTOR= .9 FOR DEAD LOAD Ct CF Ci =1 .0 FOR NORMAL DURATION =1 .15 FOR SNOW LOAD =1.25 FOR ROOF LIVE LOAD WET SERVICE FACTOR FOR E,min =1 .0 FOR MOISTURE LESS THAN 19% =.9 FOR "WET" CONDITIONS WET SERVICE FACTOR FOR Fe =1.0 FOR MOISTURE LESS THAN 19% =.8 FOR "WET' CONDITIONS TEMPERATURE CORRECTION =1 .0 FOR T<100 DEGREES F =.8 FOR T<125 DEGREES F SIZE FACTOR (Pg. 30 -NDS-05 SUPPLEMENT) INCISING FACTOR=1 .0 NOT INCISED =.85 INCISED (PRESSURE TREATED) 13 EQUATIONS INPUT Fe*= Emin'= Fee= F'e= L= Ke= le= b= d= "STUD"? Fe= e' E, min'= Ct= Cd= CME= CM Fee= Ci= CF= CP= F'e 1- Fe*= A= le/d ( 0.822*Emin' )/(le/d)"2 Fe**[1 +(Fee/Fe*)/2e'-[( 1 +(Fee/Fe*)/2e')"2-(Fee/Fe*)/e']" .5 N 9 FT 1 108 IN 3.5 IN 3.5 IN 1350 PSI 0.8 580 KSI 1 1 1 1 1 1.00 0.337 625 1350 PSI 12.25 SQUARE INCHES 30.9 Fee= 501 Fee/Fe*= 0.371 F'e= 455 PSI MAXIMUM ALLOWABLE CONCENTRIC LOAD (ASD) LBS (BASED ON COLUMN) LBS (BASED ON END BEARING OF Fe//) 14 Project Name: Date: 5/16/2021 FLOOR JOIST ANALYSIS & DESIGN a INPUT Fb(Material Bending Strength) Name of Section a (Distance to P from Left) b ( Total Span-a) L(Length of Span) W0(U niform Dead Load) W L(Uniform Live Load) Tributary Width W0(Uniform Dead Load) WL(Uniform Live Load) P(Live Load) P(Dead Load+ Live Load) lxx ( Moment of Inertia) Sx (PlasticSection Modulus) ANALYSIS OF SECTION Moment Demand Allow. Bending Stress Bending Stress D.L+ L.L Deflection (inch) L.L. Deflection (inch) b 0.9 ksi 2Xl2, D.F.#2 I 1 feet 0 feet I 1 feet 16 psf 40 psf 1.33 feet 2 1.28 plf 53.2 plf 0 lb 0 lb 178.00 inch4 31.64 inch3 13.52 k-inch 1.13 ksi Cd=l.25 0.43 ksi O.K. 0.1 1 inch < 0.55 inch ... O.K. L/240 0.08 inch < 0.37 inch ... O.K. L/360 SWL4 Pa2b2 ll= 384£/ + 3EIL USE 2X12, D.F.#2 16" O.C. AS FLOOR JOISTS 15 Project Name: 2597 CREST DRIVE FOOTING ANALYSIS FOR VERTICAL LOADING Lz INPUT Uniform Dead Load Uniform Live Load WL Uniform Wall Load W w Span Length L1 Allowable Soil Bearing Pressure (ASD) Trial Footing Width B Trial Footing Depth D Concrete Strength f d Steel Yield Strength /y Mimimum Cover Number of Reinforcement Bars Trial Reinforcement (Area/Bar) ANALYSIS AND OUTPUT L(Wv + WL + Ww) 374 plf 440 plf 170 plf 10 feet 1500 psf 12 inch 12 inch 3500 psi 60000 psi 3 inch 2 • 2 0.31 tn Minimum Req. Width(B) = . . r,L x Allowable Soil Bearing Pressure PROVIDED FOOTING WIDTH OF 18 INCH IS ADEQUATE Demand Soil Bearing Pressure = I:(Wv + WL + Ww) Moment Demand (M) = 1.6 (Conservative LRFD Factor) x Demand Soil Bearing Pressure x \ 2 x 12" 16 Date: 5/16/2021 0.79 inch 984 plf 236160 lb-inch Project Name: 2597 CREST DRIVE FOOTING ANALYSIS FOR VERTICAL LOADING Asfy a= 0.8Sf!B Trial Depth D = Total Footing Depth -Cover -Re inf. Dia/2 a Nominal Moment Capacity (Mn)= 0.85 x A5 x Fy (D -2) x 12" Nominal Moment Capacity is Greater Then Moment Demand Date: 1.39 8.69 5/16/2021 inch 252733 lb-inch USE 12" WIDE X 12" DEEP FOOTING WI (2) -# 5 TOP AND BOTTOM 17 STRUCTURAL CALCULATIONS 2597 CREST DRIVE Loads/ Assumptions Lateral Analysis Misc Framing Analysis Foundation Analysis Table of Contents: Sheets 1-4 Sheets 5-6 Sheets 7-15 Sheets 16-17 • Project Name: 2597 CREST DRIVE LOADS FINISH SHEATHING ROOFFRAMING ROOF ASPHALT SHINGLES 5/8" 0.4 PSF PER 1/8 INCH X 5" Date: RED M TRUSSES, 9 LBS/FT X 1/2' SPACING+ MISC SOLAR CEILING GYP BOARD 5/8" MEP 2 PSF PER 1/2 INCH INSULATION MISC. LIGHTING/ROOF MECHL UNITS R-30 TOT AL ROOF DEAD LOAD= ROOF LIVE LOAD = PARTITION WALL LIVE LOAD = EXTERIOR WALLS 4 2 5 2.5 0.5 0.5 2.5 5/16/2021 18 PSF 20 PSF IO PSF STUD FRAMING 2.15 2 X6 DFL#I @ 16" O.C. 2.86 PLF/1.33' SHEATHING 1.6 1/2" 0.4 PSF PER 1/8 INCH X 6" GYP BOARD INSULATION 5/8" R-21 WEATHER AND AIR BARRlER FINISH 7/8" STUCCO MISC 2 PSF PER 1/2 INCH 2.5 0.2 I 9 1.55 18 PSF 1 Project Name: 2597 CREST DRIVE SEISMIC Site Class Occupancy Category redundancy (p) Ss s, SMs SM, Sos So, LIGHT FRAMED WOOD SHEAR WALL Seismic Design Category Table 1613.5.6(1) Table 1613.5.6(2) le R Cs=Sds/(R/Ie) Cs (ASD) D II 1 1.028 0.374 1.234 NULL 0.822 NULL D D 1.000 6.500 0.126 0.089 2 Date: 5/16/2021 5/16/2021 ATC Hazards by Location OTC HazardsS>yS.ocation SearchSnformation Address: Coordinates: Elevation: Timestamp: HazardS'ype: Reference Document: 2597S::rests:>r,S::arlsbad,S::AS2008,SJSA 33.172998,S117 .337 4 77 184St 2021-05-16T19:59:10.7562 Seismic ASCE7-16 RiskS:ategory: II D-default SiteS:lass: Basics>arameters Name Value Description Ss 1.028 MCERlroundSnotion~period=O .2s) S1 0.374 MCERlroundSnotion~period=1.0s) SMs 1.234 Site-modified8pectralSiccelerationS,alue SM1 *Slull Site-modified8pectralSlccelerationS-alue Sos 0.822 Numeric8eismicStesignS-alueSitS.2sll>A So1 *Slull Numeric8eismicStesignS-alueSlt9 .OsSA *$ee$ectionSI 1.4.8 •AdditionalSnformation Name Value Description soc *Slull SeismicStesignhtegory Fa 1.2 SiteSlmplificationSactorSltS.2s fv *Slull SiteSimplificationSactorSltS .Os CRs 0.899 CoefficientS)fSisk~.2s) CR1 0.909 CoefficientS)fSisk~1.0s) PGA 0.451 MCEG$eaktroundSlcceleration FPGA 1.2 SiteSlmplificationSactorSltS'GA PGAM 0.541 SiteSnodified$eaktroundSlcceleration Temecula 0 184 ft 3 ta l. ' .. Cl I d Borre, . -.. eve an Sprinc Ocea 0 de W ~ational Forest " · Escondido Anza-1 ,., 0 • De Stat, Mt Lagur -0 S r.=---V an rMapSlataSl2021 S.oogle,S"-lEGI https://hazards.atcouncil.org/#/seismic?lat=33.172998&Ing=-117.337477&address=2597 Crest Dr%2C Carlsbad%2C CA 92008%2C USA 1/2 5/16/2021 TL. 8 SsRT 1.028 SsUH 1.144 SsD 1.5 S1RT 0.374 S1UH 0.412 S1D 0.6 PGAd 0.523 *(See(Section(11.4.8 ATC Hazards by Location Long-period(transition(period((s) Probabilistic(risk-targeted(ground(motion((0.2s) Factored(uniform-hazard(spectral(acceleration((2%(probability(of exceedanceQn(50(years) Factored(deterministic(acceleration(value((0.2s) Probabilistic(risk-targeted(ground(motion((1.0s) Factored(uniform-hazard(spectral(acceleration((2%(probability(of exceedanceQn(50(years) Factored(deterministic(acceleration(value((1 .0s) Factored(deterministic(acceleration(value((PGA) 4 The(resufts(indicated(here(DO(NOT(reffect(any(state(or(focaf(amendments(to(the(vafues(or(any(defineation(fines(made(during(the(building code(adoption(process.(Users(shoufd(confirm(any(output(obtained(from(this(toof(with(the(locaf(Authority(Having(Jurisdiction(before proceeding(with(design. Disclaimer HazardQoads(are(provided(by(the(U.S.(Geological(Survey(Seismic(Design(Web(Services. While(theQnformation(presented(on(this(websiteQs(believed(to(be(correct,(ATC(andQts(sponsors(and(contributors(assume(no(responsibility or(liability(forQts(accuracy.(The(material(presentedQn(the(report(should(not(be(used(or(relied(upon(for(any(specific(application(without competent(examination(and(verification(ofQts(accuracy,(suitability(and(applicability(by(engineers(or(other(licensed(professionals.(ATC(does notOntend(that(the(use(of(thisQnformation(replace(the(soundQudgment(of(such(competent(professionals,(having(experience(and(knowledge in(the(field(of(practice,(nor(to(substitute(for(the(standard(of(care(required(of(such(professionalsQnOnterpreting(and(applying(the(results(of(the report(provided(by(this(website.(Users(of(theQnformation(from(this(website(assume(allQiability(arising(from(such(use.(Use(of(the(output(of this(website(does(notQmply(approval(by(the(goveming(building(code(bodies(responsible(for(building(code(approval(andQnterpretation(for(the building(site(described(byQatitude/longitude(locationOn(the(report. https://hazards.atcouncil.org/#/seismic?lat=33.172998&1ng=-117.337477&address=2597 Crest Dr%2C Carlsbad%2C CA 92008%2C USA 212 ~ ~ Y L 5' 2" L=6'-3" L 6' 9" Y 0-·-·-·r, i~E==='llll--;::-===~=A -==_=l_8E_ ==;~-~-:;::;--=-=~=A==-=--=-~-=====l-,;J:-~-;::-===~=A ~===--=-l81-======38C====~r-·-·-·--- ,-I "HD" "HD" "HO" HD" "HD" "HD" "HD" I ';;- ~-A 1 ,------------------------------------------7 ~~- o -+--!--+-~~--,-4 ""-" V1 ""' I II q WA.LL tri ...J I ,5 ..Ju "'' I I J LL.. I Cl: Cl .'.=° -~HO" : 3 ~ 8 11 if: c====~ 24" WIDE CONT. CONC. FOOTING Li... ('J ....J ~ II ~~ TYP 6X6 POST I "'"'1 W/3' SQ LH • I ~ 8 " "' PAD nN'G I D I ,---7 ,--,---70 a· OC MAX 1 --7 I : I I I I I I I I I --IFLOOR -BEAM 1--0--t FLOOR-BEAM , --0-t FLOOR-BEAM t --, FLOOR-BEAM , --, FLOOR-BEAM -- ~--'~s--,-4~/' L ___ _J _ _J L ___ _J L ___ _J : I 3· J01S1S I I r~ I I :g _J ~ ,.o I I ---, LL I I I "-CJ ''.':-~--Hr;:_=_=_=_=_=_=___ _______ jHD" Uf ~--,--,c c I ,- I I I I I I r k0 11 A ~ I I I _.., I I I I I '> IC I ':j -~ I I ., ,,; ~~ "-- 1 I ' I I r I I '> " I I ~-~ "Hot _____ ~!:"'_______ _ _________________________ j'HD" ~r q I "HD" "HD" "HD" ~ o . I I ' ®-·-·-·-L:IL::_= __ =_=_= __ =_= __ =_=_= __ =_:t=~==_=_= __ =_=_:'.:: __ =_= __ ::::_=_J8 __ E===:E:j=_== __ ==(9=A== __ =_=_~ __ E:::::=='==='=381::==~j.J__ j L=16'-6" L=7'-6" i SEISMIC MASS OF EXISTING UNIT: ROOF TRIBUTARY MASS = 750 SQ FEET X (20 + 5 NON BEARING WALL DEAD LOAD) PSF + 112' X 10'/2 X 20 PSF = 29950 LBS SEISMIC FORCE V SHEAR = 29950 LBS X 0.126 = 3774 LBS ROOF GRID TRIB SEISMIC LENGTl-LEAST HEIGHT !FACTOR FORCE OFSW DIER WDTl-OF WALL LBS FEET FEET FEET 1.00 0.50 1887.00 18.17 5.17 9.00 2.00 0.50 1887.00 24.00 7.50 9.00 A 0.50 1887.00 8.00 4.00 9.00 B 0.50 1887.00 15.33 4.00 9.00 GOVERNING NET UPLIFT ASD = 1142 LBS SIMPSON HDU2SDS2.5 CAP = 3075 LBS O.K. SElS. SHEAJ DEMAND LBS/FEET 103.85 78.63 235.88 123.09 TYPE OF ROOFDL WALLDL HD/UPLIFT SHEAR RESlST RESIST ASD/SEISMlC WALL PLF PLF LBS A 0.00 144.00 473.76 A 0.00 144.00 233.48 A 2 10.00 144.00 1142.69 A 210.00 144.00 432.16 NOMINAL SHEAR WALL CAPACITY DERIVATION ASD FACTOR FOR SHEAR WALL STRENGTH REDUCTION: 2.0 LRFD FACTOR FOR STRENGTH REDUCTION: 0.8 SHEAR WALL TYPE: A WOOD STRUCTUAL PANEL -STRUCTURAL I, MINIMUM 1-1/2 MIMUM FASTNER PENETRATION, 1 Od FASTER @ 6" O.C. LRFD: NOMINAL SHEAR WIND CAP A CITY (PLF) NOMINAL SHEAR SEISMIC CAPACITY (PLF) ASD: NOMINAL SHEAR WIND CAPACITY (PLF) NOMINAL SHEAR SEISMIC CAP A CITY (PLF) 0.8X 950 plf 0.8X 680 plf 950 plf /2.0 680 plf /2.0 760.0 plf 544.0 plf 475.0 plf 340.0 plf SHEAR WALL TYPE: B WOOD STRUCTUAL PANEL -STRUCTURAL I, MINIMUM 1-1/2 MIMUM FASTNER PENETRATION, IOd FASTER @ 3" O.C. LRFD: NOMINAL SHEAR WIND CAPACITY (PLF) NOMINAL SHEAR SEISMIC CAP A CITY (PLF) ASD: NOMINAL SHEAR WIND CAPACITY (PLF) NOMINAL SHEAR SEISMIC CAP A CITY (PLF) -nuut-;,u-,t.o 1q ,j 0 'Y16 ,j/4 11'16 13/8 • HDU4-SDS2.5 14 3 101¥16 31/, 1 ¥is 1¾ • HDU5-SDS2.5 14 3 131/i• 31/, 1 r,, 1¾ • HOU8·S0S2.5 10 3 16o/• 3½ 1¾ 1½ • HDU11-SDS2.5 10 3 221/, 3½ 1% 1½ -re % % '/4 1 0.8 X 1860 plf 0.8 X 1330 plf 1860 plf /2.0 1330 plf /2.0 \0) 1/4 X t Y2 .>U.> ,j X ,j Y2 (10) 1/.x 2½ SDS 3x3½ (14) 1/, x 2½ SDS 3x3½ 3x3½ (20) 1/, x 2½ SDS 3½x3½ 3½x4½ 3½x5½ (30) ¼ x 2½ SDS ..... , ....... , .l,UIO l ,t 10 4,565 3,285 5,645 <i 3-~0 6,7.65 5,820 6,970 5t995 7,870 6/)~0 9,335 B.O:~O ...... .,,_ ,. ~ .. ' 1488.0 plf 1064.0 plf 930.0 plf 665.0 plf u.uoo 0.114 0.115 0.11 0.116 0.113 0.137 ,. ........ !BC, FL, LA 6 Project Name: 2597 CREST DRIVE EXTERIOR WALL: STUD ANALYSIS AND DESIGN EXTERIOR STUD, LC: DL + 0.75LL + 0.6WL INPUT Name of Section Material Grade Width of Section B Depth of Section D I,, ( Moment of Inertia) S, (Section Modulus) Fb(Material Bending Strength) C0 (Duration Factor) Cr(Size Factor) CR ( Repetitive FACTOR) WIND FORCE Ww ASDFACTOR Tributary Width H(Height of Stud) ROOFDL FLOORDL psf 20 0 ROOF LL FLOOR LL ANALYSIS AND DESIGN Ww(Uniform Wind Load) Mdemand (Due to Wind Force) Modified Fb (Bending Strength) Moment Capacity P(D.L+ 0.75 L.L) Pcap. (Axial Capacity of Stud) psf 20 0 TRIB 2x4 DF#2 1.5 inch 3.5 inch 5.36 inch4 3.06 inch3 900 psi 1.6 1.3 1.15 24.73 psf 0.60 1.33 feet 9 feet psf 20 10 WALLDL HT. 11.5 FEET 19.73 plf 2397.75 lb-inch 2152.8 psi 6592.95 lb-inch 801.325 lb 2386 lb P Axial Demand M D emand Unity Check= . +----p Axial Capacity M Capacity USE 2x4 AS STUDS@ Date: wl2 Moemand = 8 xl2 Fb = F;CdCrCt Mcap = Fb * Sx 0.70 O.K 16 INCH O.C. 7 5/16/2021 WOOD STUD DESIGN ASSUMPTIONS: 1 )CONCENTRIC PIONT LOAD 2) "STUD" ASSUMES THAT THE SMALLER DIMENSION OF THE "COLUMN" IS BRACED DEFINITIONS OF TERMS DL DEAD LOAD LL LIVE LOAD L COLUMN LENGTH Fe* COMPRESSION VALUE WITH APPLICABLE ADJUSTMENT FACTORS c' NUMERIC VALUE= .8 SAWN LUMBER =.85 FOR ROUND TIMBERS =.9 FOR GLUED-LAMINATED TIMBERS Ke NUMERIC VALUE =.65 FOR FIXED FIXED =.8 FOR PINNED FIXED =1.0 FOR PINNED PINNED =1 .2 FOR FIXED WITH TRANSLATION OF TOP OR BOTTOM =2.1 FOR FIXED FREE =2.4 FOR FIXED PINNED WITH TRANSLATION le EFFECTIVE LENGTH =Ke*L Emin REDUCED MODULUS OF ELASTICITY OF COLUMN A CROSS SECTIONAL AREA OF COLUMN b SMALLER DIMENSION OF COLUMN (DEPTH) d LARGER DIMENSION OF COLUMN (WIDTH) ADJUSTMENT VALUES Co DURATION FACTOR= .9 FOR DEAD LOAD Ct CF Ci =1 .0 FOR NORMAL DURATION =1 .15 FOR SNOW LOAD =1 .25 FOR ROOF LIVE LOAD WET SERVICE FACTOR FOR E,min =1 .0 FOR MOISTURE LESS THAN 19% =.9 FOR "WET" CONDITIONS WET SERVICE FACTOR FOR Fe =1 .0 FOR MOISTURE LESS THAN 19% =.8 FOR "WET" CONDITIONS TEMPERATURE CORRECTION =1 .0 FOR T<100 DEGREES F =.8 FOR T<125 DEGREES F SIZE FACTOR (Pg. 30 -NDS-05 SUPPLEMENT) INCISING FACTOR=1.0 NOT INCISED =.85 INCISED (PRESSURE TREATED) 8 EQUATIONS INPUT Fe*= Emin'= Fee= F'e= L= Ke= le= b= d= "STUD"? Fe= e' E, min'= Ct= Cd= CM_E= CM_Fee= Ci= CF= CP= F'e 1- Fe*= A= le/d ( 0.822*Emin' )/(le/d)"2 F e**[1 +(Fee/F e*)/2e'-[( 1 +(Fee/F e*)/2e')"2-(Fee/Fe*)/e']" .5 9 FT 1 108 IN 1.5 IN 3.5 IN y 1350 PSI 0.8 580 KSI 1 1 1 1 1 1.00 0.337 625 1350 PSI 5.25 SQUARE INCHES 30.9 Fee= 501 Fee/Fe*= 0.371 F'e= 455 PSI MAXIMUM ALLOWABLE CONCENTRIC LOAD (ASD) 2386 3281 LBS (BASED ON COLUMN) LBS (BASED ON END BEARING OF Fe//) 9 Project Name: 2597 CREST DRIVE BEAM HEADER JAMB OPENING WIDTH (W) HEADER ANALYSIS FOR OPENING WIDTH OF 4' INPUT Name of Section Material Grade Amount of Trial Section Width of Section B Depth of Section D lxx (Total Moment oflnertia) Sx (Total Section Modulus) Fb(Material Bending Strength) C0 (Duration Factor) Width of Opening WIND FORCE ASDFACTOR H(Height of Stud) Span Length Span Length A B 4x4 DF#2 I 3.5 inch 3.5 inch 12.51 inch4 7.15 inch3 900 psi 1.6 4 feet 25.00 psf 0.60 10 feet 7 feet 3 feet Date: 5/16/2021 Project Name: 2597 CREST DRIVE Date: 5/16/2021 ANALYSIS AND DESIGN Ww(Uniform Wind Load) Mdemand (Due to Wind Force) Modified F b (Bending Strength) Moment Capacity Reaction Tranfered from Header to Jamb M Demand Unity Check= MC . apacity USE 1 4x4 = = 75 plf 1800 lb-inch 1440 psi 10290 lb-inch 150 lb 0.174927 O.K AS HEADER FOR OPENING wl2 Mvemand = 8 x12 Fb = Fi,CdCrCt Mcap = Fb * Sx 4 FEET WIDE JAMB ANALYSIS FOR OPENING WIDTH OF 4' INPUT Name of Section Material Grade Amount of Trial Section Width of Section B Depth of Section D Ixx ( Moment oflnertia) Sx (Section Modulus) Fb(Material Bending Strength) C0 (Duration Factor) WIND FORCE Ww ASDFACTOR Tributary Width Ww H(Height of Stud) ANALYSIS AND DESIGN Ww(Uniform Wind Load) Reaction Tranfered from Header to Jamb Mdemand (Due to Wind Force) = = = 4x4 DF#2 1 3.5 inch 3.5 inch 12.51 inch4 7.15 inch3 1000 psi 1.6 25.00 psf 0.60 1.33 feet 10 feet 19.95 plf 150.00 lb = Rxn tran. From Header to Jamb Q) 0 «l ;:;:; 4-< 0 .... :::, 0 6772.5 lb-inch wl2 Pab Mvemand = 8 x12 +-1-x12 11 Project Name: 2597 CREST DRIVE Modified Fb (Bending Strength) Moment Capacity P(D.L+L.L) Pcap. (Axial Capacity of Stud) 1600 psi 11433.33 lb-inch 1891.26 lb 5568 lb P Axial Demand M Demand Unity Check = . + . P Axial Capacity M Capacity USE 1 4x4 AS JAMB FOR OPENING Date: Fb = FbCd Mcap = Fb * Sx 0.93 O.K 5/16/2021 4 FEET WIDE 12 WOOD STUD DESIGN ASSUMPTIONS: 1 )CONCENTRIC PIONT LOAD 2) "STUD" ASSUMES THAT THE SMALLER DIMENSION OF THE "COLUMN" IS BRACED DEFINITIONS OF TERMS DL DEAD LOAD LL LIVE LOAD L COLUMN LENGTH Fe* COMPRESSION VALUE WITH APPLICABLE ADJUSTMENT FACTORS c' NUMERIC VALUE= .8 SAWN LUMBER =.85 FOR ROUND TIMBERS =.9 FOR GLUED-LAMINATED TIMBERS Ke NUMERIC VALUE =.65 FOR FIXED FIXED =.8 FOR PINNED FIXED =1 .0 FOR PINNED PINNED =1 .2 FOR FIXED WITH TRANSLATION OF TOP OR BOTTOM =2.1 FOR FIXED FREE =2.4 FOR FIXED PINNED WITH TRANSLATION le EFFECTIVE LENGTH =Ke*L Emin REDUCED MODULUS OF ELASTICITY OF COLUMN A CROSS SECTIONAL AREA OF COLUMN b SMALLER DIMENSION OF COLUMN (DEPTH) d LARGER DIMENSION OF COLUMN (WIDTH) ADJUSTMENT VALUES Co DURATION FACTOR= .9 FOR DEAD LOAD Ct CF Ci =1.0 FOR NORMAL DURATION =1.15 FOR SNOW LOAD =1.25 FOR ROOF LIVE LOAD WET SERVICE FACTOR FOR E,min =1.0 FOR MOISTURE LESS THAN 19% =.9 FOR "WET" CONDITIONS WET SERVICE FACTOR FOR Fe =1 .0 FOR MOISTURE LESS THAN 19% =.8 FOR "WET" CONDITIONS TEMPERATURE CORRECTION =1.0 FOR T<100 DEGREES F =.8 FOR T<125 DEGREES F SIZE FACTOR (Pg. 30 -NDS-05 SUPPLEMENT) INCISING FACTOR=1 .0 NOT INCISED =.85 INCISED (PRESSURE TREATED) 13 EQUATIONS INPUT Fe*= Emin'= Fee= F'e= L= Ke= le= b= d= "STUD"? Fe= e' E, min'= Ct= Cd= CME= CM Fee= ( 0.822*Emin' )/(le/d)"2 Fe**[1 +(Fee/Fe*)/2e'-[(1 +(Fee/Fe*)/2e')"2-(Fee/Fe*)/e']".5 N 9 FT 1 108 IN 3.5 IN 3.5 IN 1350 PSI 0.8 580 KSI 1 1 1 1 Ci= 1 CF= 1.00 CP= 0.337 F'e I-625 Fe*= 1350 PSI A= 12.25 SQUARE INCHES le/d 30.9 Fee= 501 Fee/Fe*= 0.371 F'e= 455 PSI MAXIMUM ALLOWABLE CONCENTRIC LOAD (ASD) LBS (BASED ON COLUMN) LBS (BASED ON END BEARING OF Fe//} 14 Project Name: 2597 CREST DRIVE FOOTING ANALYSIS FOR VERTICAL LOADING INPUT Uniform Dead Load W0 374 plf Uniform Live Load WL 440 plf Uniform Wall Load Ww 170 plf Span Length L1 = 10 feet Allowable Soil Bearing Pressure (ASD) 1500 psf Trial Footing Width B 12 inch Trial Footing Depth D 12 inch Concrete Strength f / 3500 psi Steel Yield Strength /y 60000 psi Mimimum Cover 3 inch Number of Reinforcement Bars 2 Trial Reinforcement (Area/Bar) 0.31 in2 ANALYSIS AND OUTPUT t(Wv + wl + Ww) Minimum Req. Width(B) = -------. ------IL x Allowable Soil Bearing Pressure PROVIDED FOOTING WIDTH OF 18 INCH IS ADEQUATE Demand Soil Bearing Pressure = L(W0 + Wi + Ww) Moment Demand (M) = 1.6 (Conservative LRFD Factor) x 12 Demand Soil Bearing Pressure x~x 12" 16 Date: 5/16/2021 0.79 inch 984 plf 236160 lb-inch • Project Name: 2597 CREST DRIVE FOOTING ANALYSIS FOR VERTICAL LOADING Asfy a= 0.85/;B Trial Depth D = Total Footing Depth -Cover -Re inf. Dia/2 a Nominal Moment Capacity (Mn) = 0.85 x As x Fy ( D -2) x 12" Nominal Moment Capacity is Greater Then Moment Demand Date: l.39 8.69 5/16/2021 inch 252733 lb-inch USE 12" WIDE X 12" DEEP FOOTING WI (2)-# 5 TOP AND BOTTOM 17 (city of Carlsbad CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project# & Name: DEV2021-0148, CASTILLO ADU Permit#: CBR2021-1677 ~;,.,;;..;~_;:...:;.,;_;_, ____________ _ Project Address: 2599 CREST DR ------------------ Assessor's Parcel #: 1561520600 ,;;;.;;;_;...;;.;;,.....;..,;.,.;;.,.;;,__ _____________ _ Project Applicant: COOWNER CASTILLO MARCO A AND SUSAN E (Owner Name) Residential Square Feet: New/Additions: ------------------- Second Dwelling Unit: 747 ------------------- Commer c i a I Square Feet: New/Additions: ------------------- City Certification: City of Carlsbad Building Division Date: 08/20/2021 Certification of ApplicanUOwners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dv.llP~ililt~1 \ctJE~tage after the building permit is issued or if the initial determirfa~otl-o"-Mrrs or squa'lef footage is found to be incorrect, and that (2) the 0 Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) D San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 Owner is the OW e /d VJ 11p1 ofl the above described project(s), or that the person .__ ____________ __, CITY OF CARLSBAD BUILDING DIVISiON SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official:~ '> Tu /)o ;IC'{\,l j,...4 (_c_ , G u...,,r,:'.bkJ ~ ',\.) Title: ~ '"'c? {) {' v">:s;:::-P<YYl '4:::Y''k::-----Date: C; vL'--=!::A de L JO ~ -3 l -&<.;x:) I Name of School District: _C_AR,........LS_BA_o_u_N_tFI,,,,,EDt"iS...,C_HO_O_L_D_IS_TR_IC_T _____ Phone: ') {o O J 5 /--.S'¢iiif 6225 EL CAMINO REAL Community & Economic 6lil.a~i200iui1ding Division 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@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 WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN 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 WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL llMES, COMPLY WITH THIS CITY APPROVED llER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARL\9{D. Oreo L.c,a~,\\. .. OWNER(S)/OWNER'S AGENT NAM OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) E-29 1hlA DATE STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP CM~J: \ t b#f-1: BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C: -C: C: 0 -.2 0 :;::; C: C: -0 -:;::; c,, C ., -0 "' -0 "' C: 0 0 C: C: c,, E C: E C: -C -::, ::, 0 '6 ·c a. C C C E "' L L :;::; L ·3 "' ::,;; -0 "' c,, L --C C: '-1'.' c,, C: "' L -~ "' c "' "' "' ·c O" C C: c,, 0"5 a. "' ·c -C: "' C: > L w ~ 0 Best Management Practice* .;; .s C 00 a. L 0"' 0 L '-" "' C: :;::; "'"" "' L ., C C: "' -"' C -.c C: >-UL u "' -0 Q) "' C: "' C: "' "'(/) E c,, ., c,, 00 ·a c::: -0 "' ~ ::,;; (BMP) Description ➔ 0 ·5 "' "' c,, C: C: Cl => ~ -., ..'!! "3 :-=!: Q.) -C C "" C: L 0 -0 w -0 >, 0"' C: C: C i!l E :;::; L 0 C: Cl c 00 u, ·-c,, □--.,--.__ u ., □o c,, "' ., X ::,;; Cl c,, Cl C: ., "' E C -N 00 i!l C 0 a,:;:; "' "' C: ""' c ·a. L-3' ., "' C "' E _,, w -::, .D E~ = VJ =3: L"-:0 o·c ·-c,, ·c (l_ e c,, -0 .c C: "' U-L "'::, :0 0) ·--0 "' 1:, C: C L 0 _,, -0 C -0 -·-a. '6 0 "' > "'0 -0 L-.DC -~ ~ C •-C (I> L "' 0 --0 LO -., C C: 00 0 L -o -.c ., -o -0 = C: ·-C: "' ~ 0 (I) .c .D L ~o C -c,, ..s 0 ~rt 0 □-C a.o o □ 0 L en -L (I) --'-" W Cl vi (/) (.) c::: '-" u,> (/) (/) (l_ (/) C: (/) "' 0-0 (l_ >u ::,;; (/) ::,;; (/) u,u (/)::,;; CASQA Designation ➔ ,-... 00 "' ~ .... U") <O ,-... 00 0 N ..., ,-... 00 N ..., .... U") 'T ..., 'T 'T I I I 'T I I I I I I 'T I I I I I I I I I u u u 0 w w w w w w w w ~ ~ (/) (/) (/) en ::,;; ::,;; ::,;; ::,;; ::,;; Construction Activity w w w w (/) en (/) (/) en (/) (/) (/) z z z z 3' 3' 3' 3' 3' ~adinn /Soil Disturbance I/ . ~ ".' Trenchina /Excavation ... V ,( Stockoilina Drillino /!:lorina P.oncrete/Asohalt Sawcuttina V Concrete Flatwork ✓ V 8avina I; Conduit/Pipe Installation sto cco /Mortar Work ~ Waste Disoosal Staaina/Lav Down Area Eaui□ment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt Other Wst): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. ., -"' 0 3'-C: "'"' ::, E 0"' 1'. c,, co N C: co :r: ::,;; <O I :,, 3' PROJECT INFORMATION Site Address:c}-~ '11 &-~~ ~c-L \,,\:c..1c'!-c, Assessor's Parcel Number: \Sb\~6 C:>0 Emergency C~ct. ). ~ Name: 6tCc::> C.c.... ., 24 Hour Phone: 7bc %,0'::.-L.{la5j' Construction Threat to Storm Water Quality (Check Box) □ MEDIUM rn-(ow "' -"' □-3' C: "' "'E -., "' c,, be C: C: oo u:::. 00 I :,, 3' / " Cr!-oog' Page 1 of 1 REV 11/17 C cicyof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. 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. 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 ..i1 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. ..i1 Details on CAP ordinance requirements are available on the city's website . ..i1 A CAP Building Plan template (form 8-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building Permit No.: _____________ BP No.: Cffl;x(1:X f-/ (or T Property Address/APN: 156-152-06-00 Applicant Name/Co.: Lisa De Jesus/ADU Gurus Applicant Address: 450 S Melrose Dr, Ste. 123, Vista CA 92081 Contact Phone: 7603131000 Contact Email: adugurus@gmail.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: Applicant Signature: 1 L~ Date: 4 ('-1, 1~ B-50 Page 1 of 6 Revised 06/18 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $ ______ _ [COllllludlonType I Complal Sedlon(•) I Nolll: ~esidential ~ area is residential use 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 rn New construction ( 2A,3A,J 18, 28, 4A 38,4A D Additions and alterations: □ BPV < $60,000 NIA NIA All residential additions and alterations □ BPV ~ $60,000 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages □ Electrical service panel upgrade only only *Multi-family dwellings only where interior finishes are removed □ BPV ~ $200,000 1A, 4A* 18, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed D Nonresidential □ New construction 1 B, 28, 38, 48 and 5 □ Alterations: □ BPV;?: $200,000 or additions~ 1,000 18,5 square feet □ BPV ~ $1,000,000 18,28,5 Building alterations of~ 75% existing gross floor area □ ~ 2,000 sq. ft. new roof addition 28,5 1 B also applies if BPV <!: $200,000 Checkllst Item Check the appopiae boxes, explail al not~ and exception 11ans, and prowie aupporliwJ cabllallons and oocunerallon as necessay. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information when completing this section. A O Residential addition or alteration 1!: $60,000 building pennit valuation. □ NIA _________ _ See CMC section 18.30.190. O Exception: Home energy score ~ 7 (attach certification) Year Built Single-family Requirements Multi.family Requirements □ Before 1978 Select one: [J Duct sealing [J Attic insulation a Cool roof □ Attic insulation □ 1978 and later Select one: [J Lighting package []Water heating Package □ Between 1978 and 1991 Select one: CJ Duct sealing CIAttic insulation []Cool roof D 1992 and later Select one: [)Lighting package []Water heating package B. D Nonresidentlar new construction or alterations 1!: $200,000 building pennit valuation, or additions 1!: 1,000 square feet 0 NIA Updated 8/15/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2-Energy Efficiency. A5.203.1.1 Choose one: D .1 OUtdoor lighting IJ .2 Warehouse dock seal doors [] .3 Restaurant service water heating (romply with California Energy Code section 140.5, as amended) [J NIA ----------[J .4 Daylight design PAfs [J .5 Exhaust air heat recovery A5203.1.2.1 Choose one as applicable: 095 Energy budget □.90 Energy budget □NIA A5.211.1 .. D On-site renewable energy □NIA A5.211.3 .. □ Green power (if offered by local utility provider, 50% minimum renewable sources) □NIA A5.212.1 0 Elevators and escalators [J NIA A5.213.1 □ Steel framing □ NIA • lndudes hotels/motels and high-rise residential buildings .. For alterations ~ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. A. Residential new construction (for low-rise residential building pennit applications submitted after 1/1/20). Refer to 2019 califomia Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B) (high-rise residential) or 18.30.170(B) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Galculated k'M:lc* sheets if necessary) 7L\7 \ \oS77 Total System Size: \o':"111 k'M:lc = (CFAx.572) / 1,000 + (1.15 x#d.u.) *Fonnula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. Exception D D D D k'M:lc B. D Nonresidential new construction or alterations ~1,000,000 BPV and affecting ~75% existing floor area, or addition that increases roof area by ~.ooo square feet. Please refer to CMC section 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: Olf < 10,000s.f. Enter: 5 kWdc Min. System Size: □If ~ 10,000s.f. calculate: 15 kWdc x (GFN10,000) •• kWdc -- ... Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Updated 8/15/201 9 3 City of Carlsbad Climate Action Plan Consistency Checklist 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 lease refer to CMC sections 18.30.150 and 18.30.170 when completing this section. D For systems serving individual dwelling units choose one: 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 CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) D 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 Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. D 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 D Exception: Updated 8/15/20 I 9 4 City of Carlsbad Climate Action Plan Consistency Checklist ·c Vehicle Cha in A Residential New construction and major alterations" Pl ase refer to Cartsbad Ordinance CMC section 18.21.140 when com letin this section. On and two-family residential dwelling or townhouse with attached garage: --------;::,>._.,r One EVSE Ready parking space required D Exception : D Multi-family residential· D Exception · Total Parking Spaces EVSE Spaces Proposed Capable I Ready I Galculations: Total EVSE spaces = .10 x Total parking (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "lnstalled.1 Installed Total "Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permtt valuation <? $60,000 or indude an electrical service panel upgrade; (2) for multifamily dwellings (three units or more ~hout attached garages), alterations have a building permtt valuation t! $200,000, interior finishes are removed and significant stte work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. 0 Nonresidential new construction (includes hotels/motels) 0 Exception · Total Parking Spaces EVSE Spaces Proposed Capable I Ready I Installed I Total I I I Calculation-Refer to the table below· Total Number of Parkinq Soaces provided Number of reQUired EV Soaces Number of reouired EVSE Installed Spaces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 D 51-75 6 3 □ 76-100 9 5 D 101-150 12 6 n 151-200 17 9 n 201 and over 10 oercent of total 50 percent of Reauired EV Soaces Updated 8/15/2019 5