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2633 ACUNA CT; ; CBR2020-0171; Permit
PERMIT REPORT Residential Permit Print Date: 01/10/2022 Job Address: 2633 ACUNA CT, CARLSBAD, CA 92009-6402 (city of Carlsbad Permit No: CBR2020-0171 Status: Closed -Fina led Permit Type: BLDG-Residential 2154911100 $95,211.72 Work Class: Second Dwelling Unit Parcel#: Track#: Valuation: Lot#: Project#: Plan#: Occupancy Group: #of Dwelling Units: 1 Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Project Title: Description: MONTOYA: 640 SF DETACHED ADU// 84 SF PATIO COVER FEE Property Owner: MONTOYA GREGORY L 2631 ACUNA CT CARLSBAD, CA 92009 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL 581473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL SWPPP INSPECTION FEE TIER 1-Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-MEDIUM Total Fees: $1,704.01 Total Payments To Date: $1,704.01 Applied: 01/22/2020 Issued: 04/15/2021 Finaled Close Out: 01/10/2022 Inspector: Final Inspection: CRenf 12/15/2021 Contractor: HEFLIN CONSTRUCTION CORP 2932 AVENIDA VALERA CARLSBAD, CA 92009-7114 (760) 644-3259 Balance Due: AMOUNT $175.00 $609.78 $426.85 $80.00 $4.00 $12.38 $43.00 $52.00 $246.00 $55.00 $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 11fees/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, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov t_ City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Job Address .:i_ (,, 3,ji A CJ..,V) °'-, CJ. -Suite: ___ APN: '2.15: -4~ I -I I -oo CT/Project#: ________________ Lot#: ___ _ Fire Sprinklers: yes / no Air Conditioning: yes / no Electrical Panel Upgrade: yes/ no BRIEF DESCRIPTION OF WORK: ~A~i'>~U...=------------------- Addition/New: lo '-f O Living SF, Deck SF,~~_ Patio SF, ___ Garage SF Is this to create an Accessory Dwelling Unit? @I No New Fireplace? Yes/ No, if yes how many? __ 0 Remodel: ____ SF of affected area Is the area a conversion or change of use 7 Yes/@ 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? __________ _ □ Solar: ___ KW, __ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No Panel Upgrade: Yes/ No D Reroof: -------------------------------- LJ Plumbing/Mechanical/Electrlcal Only: ______________________ _ D Other: --------------------------------- APPLICANT (PRIMARY CONTA0 PROPERTY OWNER, /1 l-c Name: Mun Q, M 0-.k'.Y" ~ Name: l'--1.ov,e -+ Git:e.ei: (), I l)Y\ ~ Address: ~<., 31 Ac,,v...-1c... CJ-, Address:..i<oi,( Ae:U;;a..:' CJ. City: Co.dsload State:_CA_Zip:9'.1-<)01 City:Coclsba A State:CA Zip: Z):=c, Phone: 700-3qo ·...,~3.Ll Phone: _JlaO-~!I__,_ ~di ~ . Email: Mar-femo/\kn o.."77@ Email: M Or{e/2(&-i\-l-~. :Z '] (,? ~mCA,1 I, <aYvlCt./ I, C'o(Vl. (OIV\ DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: IQ 'fVL fVl a 5 k, Name: Jim/ii /!461,fQ?UCOt/l/ 6,ge Address: {p 13 , q 0.1\d 5 t> r i W, Address: ?9J2 j}y&ijl.11 Y,tJ(&A citv:"'* IL vt~f'.-J ,h&, s_, ?-1--zip, 2 2. oi o citv, l'@ts8tl4 State:_c.!_Zip, _,q,,.:r,,..;,o..,_r,_ __ Phone: _!i55t; -,)d,O -l '7 ~3 . Phone:_~Z~64a~6=4.='4-· ~i'Z-....<'l~-------- Email: fu:Mars6 clis1o/"5~ ~ l · Email: VAJ/t! ~ft/Md'(Q((/ql/J/1. toH Architect State Ucense: qt CO cl\ State Ucense: iflS'Q/}86 Bus. Ucense: 8Lllt)tJ8/ S6 ·1>5-Rt,/,9 (Sec. 7031.5 Business and Professions Code: AffV aty or County whkh requites a permit to construct, alter, improve, demolldl or repair any structure, prior to its issuance, also requires the applicant for such permit to file a ... statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commendin,: with Sealoo 7000of0Msk>n 3of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleeed exemption. Any violation of Section 7031.S by any applicant for a permit subjectS the applicant to a cMI penalty of not more than five hundred dotlars {$500l). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury QM. of the following declarations: □ I 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. rlfi" have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the ~rmance of the wort for which this permit is issued My workers' compensation Insurance carrier and policy number are: Insurance Company Name: Jlllf/f flJJ/1) Polley No. J?tZ2099 Expiration Date: /l·.fl•e02/ .. □ Certificate of Exemption: I certify that in the performance of the work for which this permit is Issued, I shall not ernpk,y any person in any manner so as to be come subject to the workers' compensation Laws of califomla. WARNING: Falure to Se<ure workers compensation coverap ls.....,..., and shall subject an employer to criminal penahies and dvH fines upto $100,000. lldditlon the lo the c.ost of compensation, damaps as provided far in Section 3705 of the Labor Code, int«est and attorney's fees. CONTRACTOR SIGNATURE: ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's license law for the Joi/owing reason: □ I, as owner of the property or my employees with WaateS, 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 Ucense Law does not apply to an owner of property who builds or improves thereon, and who does such work himsclf or through his own empk>yees, 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•bullder will have the burden of provlng that he did not build or improve for the purpose of sale). □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the projttt (Sec. 7044, Business and Professions Code: The Contractor's Licerose Law does not apply to an owner of property who builds or improves thereon, and contracts for sud, projects with contractor(s) licensed pursuant to the Contractor's License Law). □ t am exempt under Section .,.--.,.--,-,--.,-•Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. 0 Yes □ No 2. I !have/ have not) signed an application for a building permit for the proposed work 3. I t.ave contracted with the followl,w person (firm) to proYidethe 1W0POsed construction (Induct.! name address/ phone/ contractors' license number}: 4. I plan to provide portions of the work, but I haw hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): s. I will provide some of the work, but I have contracted (hired) the fDllowtng persons to provide the wort( indicated Onctude name/ address/ phone/ type of work): OWNER SIGNATURE: □AGENT -------------------------DATE: _____ _ CONSTRUCTION LENDING AGENCY. IF ANY: I hereby affirm that there is a c.9"sbUCUon lendling acencv for the performance of the work this permit is i§Slled (Sec. 3097 {I) OVi/ Code). Lender's Name: __ _..,,,~/-<:,... ______________ Lender's Address; ___________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is ttle applicant or future bui~ occupant ttquired to submit a business plan, aCUM!y hazardous materials registration form or risk manaeement and prevention program under Sedions 2S505, 25533 or 25534 of the Pr8ley-, TaMl!r Hazardous Substance A«ount Ad.? □ Yes □ No Is the appUcant or future buitdlfll occupant required to obtain a pemilt from the air polutlon control district or air quality manasement district? □ Yes □ No Is the facility to be constructed withln 1.000feetof the outer boundary of a school site? □ Yes □ No IF ANY Of THE ANSWERS ARE YES, A FINAL CHTIRCATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING nu REQUIREMENTS OF THE OFFICE Of EMEll6lENCV sennas ANO THE AIR POLLUTION OONTROl DISTRICT. APPLICANT CERTIFICATION: I certjfy that I have read the application and state that the above information is correct and that the informalion on the plans is accurate. I agree to comply with all City ordinances anc:I State laws relatln1 to building construction. I hereby authorize representative of the Oly of Carlsbad to 41nbH' upon the alxM! menaonecl property fut' inspection purpo.ses. I ALSO AGRE£ TO SAVE, INDEMNIFY AND KEEP HARMlfSS THE OTY OF CARLSBAO AGAINST All UA8IUTlfS, JUOGMEMS, COSTS ANO EXPENSES WHICH MAY IN ANY WAY AClllUEAGAINST SAID OlY IN CONSEQUENCE OF lttE GRANTING OF1t1IS PfRMif.OSHA: An OSHA pennit is requln!d for l!WMltions owr S'O' deep and demotition or constructfon cl structures mer 3 stories in height. 0:PIRATION: Every permit issuec:I by the Buildlnc:Offldal under the provisions of this Code-shall expire by limitation and become nuO and void if the ~ or workauthorired by such pennit is not wmmencec:I within 180 days fn:wn the date of such permit or if the buildlna: or wort authorized by such permit Is suspended or abandoned at any time after the work ls cvmmenced fora period of180 datt,i,(Sectlon 106AAU .. orm BuadlnaCode). APPLICANT SIGNATURE: __ M!~~=9-::L:!~=··~g~ffi~~oyJ-~~~~'-+-+--'------OATE: l @-I /6<ffi o j ; 1' ,' "' PER~IT INSPECTION HISTORY for (CBR2020-0171) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Application Date: 01/22/2020 Owner: TRUST MONTOYA GREGORY L Status: Closed -Finaled Issue Date: 04/15/2021 Subdivision: CARLSBAD TCT#75-04 Expiration Date: 02/22/2022 IVR Number: 24393 Address: 2633 ACUNA CT CARLSBAD, CA 92009-6402 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Monday, January 10, 2022 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Status Passed Yes Yes Yes Yes Yes Page3of3 ' PERMIT INSPECTION HISTORY for (CBR2020-0171) Permit Type: BLDG-Residential Application Date: 01/22/2020 Owner: TRUST MONTOYA GREGORY L Work Class: Second Dwelling Unit Issue Date: 04/15/2021 Subdivision: CARLSBAD TCT#75-04 Status: Closed -Finaled Expiration Date: 02/22/2022 Address: 2633 ACUNA CT IVR Number: 24393 CARLSBAD, CA 92009-6402 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-15 Roof/ReRoof 160180-2021 Failed Paul Burnette Reinspection Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 07/27/2021 07/27/2021 BLDG-15 Roof/ReRoof 162843-2021 Passed Chris Renfro Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/06/2021 08/06/2021 BLDG-13 Shear 163810-2021 Passed Chris Renfro Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/18/2021 08/18/2021 BLDG-84 Rough 164479-2021 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLOG-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 08/23/2021 08/23/2021 BLDG-16 Insulation 164811-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/26/2021 08/26/2021 BLDG-17 Interior 165093-2021 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/17/2021 11/17/2021 BLDG-Electric Meter 170931-2021 Passed Chris Renfro Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/15/2021 12/15/2021 BLDG-Final Inspection 172699-2021 Passed Chris Renfro Complete Monday, January 10, 2022 Page 2 of3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2020-0171) Permit Type: BLDG-Residential Application Date: 01/22/2020 Owner: TRUST MONTOYA GREGORY L Work Class: Second Dwelling Unit Issue Date: 04/15/2021 Subdivision: CARLSBAD TCT#75-04 Status: Closed -Finaled Expiration Date: 02/22/2022 Address: 2633 ACUNA CT IVR Number: 24393 CARLSBAD, CA 92009-6402 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/14/2021 BLDG-15 Roof/ReRoof 161932-2021 Cancelled Paul Burnette Reinspection Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 04/22/2021 04/22/2021 BLDG-SW-Pre-Con 155712-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/11/2021 05/11/2021 BLDG-11 157165-2021 Partial Pass Chris Renfro Reinspection Incomplete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass. Form CERT verified and need No to double check setback on roof lines. BLDG-84 Rough 157064-2021 Cancelled Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong inspection No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 05/13/2021 05/13/2021 BLDG-21 157231-2021 Passed Chris Renfro Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/27/2021 05/27/2021 BLDG-11 158409-2021 Passed Chris Renfro Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/21/2021 06/21/2021 BLDG-13 Shear 160181-2021 Failed Paul Burnette Reinspection Incomplete Panels/HD {ok to wrap) Monday, January 10, 2022 Page 1 of 3 {_ City of Carlsbad A.PR 15 2021 SPECIAL INSPECTION AGREEMENT B-45· Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chaple, 17 of the Celllomla Building Code the following must be .,_,p1etad when wort being pafformed n,quiras special inspection, sll\lctural oboervallon and construc:llon malarial teating. Project/Permit: ______ .. Project Address: A. THIS SECTION MUST BE COMPLETED BY TltE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder □. (If yoo checked as owner-buider you mus1 also complete Section B of this agreement) Name: (Pl .... print)1--__ --J.4/f;'-"l),,_\{',_.I £"-_,,_J___,U:=".u!f.s.~_._(;._; --~ /lwmVII (Fll'lt) {M.1.1 (l..Nf) Mailing Address;_ __ _L-6 3/ ;f,,-;11.//J l&~r 10/lLS/JJJ/] f4L1r. tl?dtJ9 Email· 2l$ lllllr/Ello/J1l)y'/) ~7e 6#/l(/ftJ)( Phone: 76,;)· !9o -lilL_ __ _ I am: !ii1>roperty OWner □Property Owner's Agent of Record □Architect of Record □Engineer of Record State of California Registration Number:_ ___ . _________ Expiration Date:. AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promiSe to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off~ fabrication of building components, as prescribed in the statement of ::~::na:: ~;:nd· as-required by~~:~ Buuq:~ /;),L _ 8. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder/ owner-builder. Contractor's Company Name __ fl Ertl I./ /oµs/J<fltl?t:J/../ Loi'/l ____ --·you-Owner-!Mder □ Name: (Please print) ___ ~!J,=~~Z~/. /=1//~'lf~--l/4u_ _________ /#01 /J -~--- (Foll (M.I.J n.-tl Mailing Address: --~f~1~'l~t~/4~r"E,~t=J~//J=,/)~-IA~A7.=~~r.J?.='ll~_~l',~ll.=Yi'.~'lf,1/}/} _ b1~ tl-2&/!L __ Email: '11/ll l //r/'LI/Jt'/J,(J;J7/tpc 77D /.I. l'Q/{ _____ Phone: 1'&:J · tL41_:_if.0' State of ~Womia Contractor's License Number._~tf.~'.(,~'/}.~~-8._'6 ____ Expiration Date: _ 4· J J · fj_ ___ _ • I acknowledge and, am aware, of special requirements contained In the statement of special inspections noted on the approved plans; • I acknowledge that control will be exercised to obtain conformance with the oonstruclion. documents approved by the building offocial; • I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and • I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. • ::::;,,"!:!' .!!}naJ 1 ~lleflf/f In ,:ompllance with csc §action 170£ 1.2 p,10r to ,,.,.,..una nnal Signature: Ub,~7 __ -~--Date:_A-/j' /(}2/ ____ _ ✓• EsG1I DATE: 06/05/2020 JURISDICTION: Carlsbad g/4PPLICANT / JURIS. PLAN CHECK#.: cbR2020-0171 PROJECT ADDRESS: 2633 Acuna Ct. SET III PROJECT NAME: Detached ADU for Montoya Residence □ [8J □ □ □ □ [8J □ [8J 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. 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 EsGil until corrected plans are submitted for recheck. 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: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted; Telephone#: Date contacted:7/'f. /z(} (by-.,?Jn Email: Mail Telephone Fax In Person REMARKS: Applicant to add notes clouded in r"""-~n sheet S-1 to the set of plans held at the city to match the plan set being approved. \/'/" B) Set Ill was soils report to set II submitted. By: Richard Moreno EsGil 05/26/2020 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ,. DATE: 06/05/2020 JURISDICTION: Carlsbad PLAN CHECK#.: cbR2020-0171 PROJECT ADDRESS: 2633 Acuna Ct. ✓• EsG1I A SArf:built'Company SET: I PROJECT NAME: Detached ADu for Montoya Residence □ 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 EsGil 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: Marie Montoya D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Marie Montoya Telephone#: 760-390-2311 Date contacted: (by: ) Email: mariemontoya77@gmail.com Mail Telephone Fax In Person 0 REMARKS: By: Richard Moreno EsGil 05/26/2020 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad cbR2020-0171 2/21/2020 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. PLANS 1. The following note should be given with each correction list: 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 EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). MISCELLANEOUS 3. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 500 sq. ft. in area and only one story, then a soils report is not required. The 500 sq. ft. limitation need not include any covered patios, covered decks, etc. The maximum allowable soil bearing value used in any design must be 1500 psf for this exception. 6.4: plans were missing soil's report. Please provide on resubmittal. MISCELLANEOUS 4. 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. 5. 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. Carlsbad cbR2020-0l 71 2/21/2020 • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ 6. 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 Richard Moreno at EsGil. Thank you. DATE: 2/21/2020 JURISDICTION: Carlsbad PLAN CHECK#.: cbR2020-0171 PROJECT ADDRESS: 2633 Acuna Ct. ✓• EsG1I A SAFf:buHfCompany SET: I PROJECT NAME: Detached ADu for Montoya Residence □kucANT ft:iuRis 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 EsGil 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: Marie Montoya D EsGil staff did not advise the applicant that the plan check has been completed. ~ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Marie Montoya Telephone#: 760-390-2311 Date contacted: a\~\\~)(}:;\ ) Email: mariemontoya77@gmail.com Mail Telephone Fax In Person 0 REMARKS: By: Richard Moreno EsGil 1/24/2020 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad cbR2020-0171 2/21/2020 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: cbR2020-0171 PROJECT ADDRESS: 2633 Acuna Ct. FLOOR AREA: ADU 640 sq-ft REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 2/21/2020 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad STORIES: 1 HEIGHT: 12-ft DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/24/2020 PLAN REVIEWER: Richard Moreno This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National 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: 2018 IRC, 2018 IBC, 2018 UPC, 2018 UMC and 2017 NEC. 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 2018 International 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. Carlsbad cbR2020-0171 2/21/2020 PLANS 1. The following note should be given with each correction list: 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 EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. 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 2018 IRC, 2018 UMC, 2018 UPC and the 2017 NEC. Section R106.1. 4. Note window dimensioning on schedule. 5. Sleeping rooms shall have a window or exterior door for emergency escape. Section R310. a) Windows must have an openable area of at least 5.7 square feet, with the minimum openable width 20" and the minimum openable height 24". b) The bottom of the clear opening shall not exceed 44" above the floor. Do not measure to the window sill. This generally applies to windows that have a height of 3' or less. See the figure below to see the correct method of measurement. 6. Specify on the plans the following information for the roof materials, per Section R106.1.1: a) Manufacturer's name and product name/number. b) ICC approval number, or equal. Carlsbad cbR2020-0l 71 2/21/2020 7. The following locations shall require the use pressure-preservative treated wood (Section R317.1 ): 8. a) Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6" from the ground. 9. Per the building official, if a second dwelling unit is attached to an existing house, a duplex is created but EsGil is not to enforce the noise requirements from our correction list. ELECTRICAL 10. Show on the plan the amperage of the main 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. 11. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52. 12. 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). b) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(A): Kitchens, laundry areas, family, living, bedrooms, dining, halls, etc. c) GFCI protected outlets for locations described in NEC 210.8(A): Laundry areas, kitchen dishwashers, kitchens, garages, bathrooms, outdoors, within 6' of a sink, etc. 13. Per CEC Article 210.11 (C)1, note on the plans that there will be a minimum of 2 small appliance branch circuits within the locations specified in Article 210.52(8), i.e., kitchen and dining areas. 14. Per CEC Article 210.11 (C)3, note on the plans that bathroom circuiting shall be either: a) A 20-ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. Carlsbad cbR2020-0l 71 2/21/2020 RESIDENTIAL GREEN BUILDING STANDARDS 15. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1. FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall-mounted) 0.125 gallon/flush Urinals (others) 0.5 gallon/flush Showerheads 1.8 gpm @ 80 psi Lavatory faucets 1.2 gpm @ 60 psi1 Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.20 gallons per cycle 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 16. 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. a) Complete a Residential Occupancies Application Checklist that includes the minimum criteria. It is available at: https://www.hcd.ca.gov/building- standards/calgreen/cal-green-forms.shtml ENERGY CONSERVATION 17. For plans submitted for plan check on or after 1/3/2020, provide an energy design detailing compliance with the Mandatory Measures and either the Performance or Prescriptive Methods of compliance. The Prescriptive design and the latest Performance software programs are available at: http://www.energy.ca.gov/title24/2019sta ndards/index. htm I 18. A complete energy plan check will be performed after completed and/or the corrected energy design (CF1 R) has been provided. The design sheets must be signed by the document author and /or responsible designer. 19. Energy design submitted was illegible. Carlsbad cbR2020-0l 71 2/21/2020 20. All New residences require a photovoltaic system meeting the minimum qualification requirements as specified in Joint Appendix JA 11, with annual electrical output equal to or greater than the dwelling's annual electrical usage as determined by equation 150.1-C is required. ES Section 150.1 (c)14. Please specify on the title sheet of the plans that this is to be a deferred submittal (if deferred submittals are allowed by the jurisdiction). 21. Note or provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) a) Gas piping sizing based upon a minimum input of 200,000 btu/hr. b) A condensate drain installed no higher than 2" above the base of the heater that also allows for gravity drainage. c) The "B" vent installed in a straight position from the room containing the water heater to the roof termination. (For future possible sleeving for high efficiency heater venting.) d) A 120-volt receptacle accessible to the heater installed within 3'. 22. Instantaneous water heaters shall have isolation valves on both the cold and the hot water piping leaving the water heater complete with hose bibs or other fittings on each valve for flushing the water heater when the valves are closed. ES 110.3 23. 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 150.0U) 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 Requirements: ES 150.0(k) 24. 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 25. Kitchens require exhaust fans with a minimum 100 cfm ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. 26. Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. A bathroom is defined "as a room with a bathtub, shower, or spa or some similar source of moisture". Carlsbad cbR2020-0171 2/21/2020 27. Residential bathroom exhaust fans shall be energy star rated and shall be control by a humidistat capable of an adjustment between 50 and 80% humidity. CalGreen 4.506.1. Exception: Control by a humidistat is not required if the bathroom exhaust fan is also the dwelling whole house ventilation. 28. Mechanical whole house ventilation must be provided. Identify the fan providing the whole house ventilation (complete with CFM and Sone rating) on the floorplans. For additions 1,000 square feet or less, whole house ventilation is not required. For additions over 1,000 square feet, the whole house ventilation CFM shall be based upon the entire (existing and addition) square footage, not just the addition. a) All fans installed to meet all of the preceding ventilation requirements must be specified at a noise rating of a maximum 1 "Sone" (continuous use) or 3 "Sone" (intermittent). MISCELLANEOUS 29. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 500 sq. ft. in area and only one story, then a soils report is not required. The 500 sq. ft. limitation need not include any covered patios, covered decks, etc. The maximum allowable soil bearing value used in any design must be 1500 psf for this exception. 30. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). The policy is in f:/document. 31. Carlsbad will permit combustible (ABS & PVC) waste piping materials in R3 (SFD, duplexes, and townhouses) occupancies, regardless of number of stories. Carlsbad recognizes the City of San Diego's Policy PLMB-7-1. This does not include other-than-R3 occupancies. 32. For gas piping under slabs that serve kitchen island cooktops, see Policy 91-46 for special sleeve and clean-out requirements. 33. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35. Carlsbad cbR2020-0171 2/21/2020 R3's: For the following types of projects, a minimum of one "EVSE (Electric Vehicle Supply Equipment) ready space" shall be installed: • New one-and two-family dwellings • Townhouse style with attached garages • Major residential renovations (defined as renovations/additions having a valuation of $60,000 or more) • Any project with an electrical service upgrade (including upgrades for PV installation) The "EVSE ready space" shall have the following: Panel capability, 40A 2 pole breaker, 1" raceway, No. 8 conductors installed to the anticipated charger location. Major exceptions: 1. ADU's without additional parking are exempted. 2. Renovations that do not include an electrical upgrade do not require the panel capability or the 40A breaker. Check with the City for complete information. 34. If CalGreen requires a Waste Management Plan from the City MISCELLANEOUS 35. 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. 36. 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 □ 37. 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 Richard Moreno at EsGil. Thank you. Carlsbad cbR2020-0l 71 2/21/2020 39. 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 □ 40. 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 Richard Moreno at EsGil. Thank you. Carlsbad cbR2020-01 71 2/21/2020 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Richard Moreno BUILDING ADDRESS: 2633 Acuna Ct. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier adu 640 citv Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance ... "i 1997 USC Building Permit Fee •I 1997 UBC Plan Check Fee Type of Review: [i] Complete Review D Repetitive Fee ..,. Repeats D Other □ Howly EsGilFee PLAN CHECK#.: cbR2020-0171 DATE: 2/21/2020 Reg. VALUE ($) Mod. 95,212 95,212 D Structural Only $393.17! Comments: In addition to the above fee, an additional fee Of$ is due ( hour@ $ /hr.) for the CalGreen review. Sheet of PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 PA ""£(!.:r-i.ri~U,-,.w» :i;.:,n J>i,-,1w L»qltt£~ri»1 ; Structural Design Calculations Accessory Dweilling Unit Client Greg & Marie Montoya 2631 Acuna Court Carlsbad, CA 92009 Project Montoya Residence 2631 Acunta Court CarlsbatttC.A" 92009 ," // /tt: (~\' ,,_~<' Paul S. Christenson RCE C57182. exp. 12/31119 CBR2020-0171 2633 ACUNA CT MONTOYA 640 SF DETACHED ADU// 84 SF PATIO COVER October PCSD File 2154911100 5/21/2020 CBR2020-0171 Paul Christenson San Diego Engineering 3529 Coastview Ct• Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Montoya Residence 19-448 Code: Timber: 2016 California Building Code -ASCE 7-10 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: DF-L #1 " " Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood orOSB (U.N.O.) Engineered Framing Wood /-Joists: TJI 110,210,230,360,560 ICC ESR-1153 LVL, PSL t 1.9E Microllam, 2.0E Parallam ICBC ER-4979 Concrete: Compressive Stre th @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: · f'c = 3000 psi Concrete Block: Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 '/ Mortar: Grout: Type S Mortar Cerl!lent per ASTM C270-95, Min. f'm = 1800 psi @ 28 days. Coarse Grout w/ 3/B" Max. Aggregate per ASTM C476-91, Min. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, ChannelsASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Bolls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) ?HU/'t;fn:ne.n.ro.n d,m ~JO .£.nfaeemr..,. JOB 19-448 1.. OF PSC DA.-::T,::E-,1""0"'12""1 !""1.,,-9 SHEET NO CALCULATED BY CHECK BY SCALE _____ DATE ___ _ 3529 Coastview Ct-Ca~sbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 15132" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. Loe= lLL = Total Load= 2.2 Roof (wl ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists loL = lee= Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls loL = ln= Total Load= Exterior Wall 7 /8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 9.0 psf 2.0 psf 2.8 psf 2.8 psf 1.4 psf 18.0 psf 20.0 psf 38.0 psf 9.0 psf 2.0 psf 2.8 psf 1.2 psf 15.0 psf 20.0 psf 35.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf 1.1 psf 2.8 psf 0.6 psf loe = 15.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 4.6 psf 1.1 psf 2.3 psf 8.0 psf ? ,ru/f;,trl.,renJY>.n 'ef,,,.,, .V6!r' bfaefUVIJ 3529 Coastvlew Ct -Carlsbad, CA 9201 O JOB 19-448 SHEET NO '? OF ____ _ CALCULATED BY PSC DATE 10/21/19 CHECK BY _____ DATE __ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST {CONTIN} 2.5 Floor Floor Cover Sheathing 2x F.J. 5/8" Gyp. Bd. Insulation and Misc. 5.5 psf 2.3 psf 3. I psf 2.8 psf 1.3 psf 15.0 psf 40.0 psf (60.0 psf • Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed = 110 mph Exposure Cat = B Ps = >.Kzrl•Ps30 (ASCE 7-10-Equat;on 28 6-1) P = 26.6 psf P = 16.0 psf (•0.6 ASD) 2.7 Seismic Sos = (2/3) SMs Sos= 0.75 Sos Cs= (RII) Cs= 0.115 USE: V= 0.115 WoL ASD BASE SHEAR VASo (It.4-3) Equation 12.8-1 Applies >. = 1.00 (fig. 28.6.1-PsJO • Kzt = 1.00 (fig. 26.8-JJ I = \ 26.6 psf 1.0 USGS APPLICATION Ss= t.036 s,= 0.401 F = • 1.09 F = ' 1.60 R= 6.5 I= 1.00 h = " 15.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY S1 <o.1s S1 >0.04 Ss>o.1s (11.6 ASCE 7-05) (11.4.1 ASCE 7--05) (fig. 28.6-1) (table 11.5-1) T,=C,•(h,,)°75 = 0.152 Ts = S0 ,!Sus. 0.427 k= 1.0 Ta< (O.S)Ts, OK Ta<0.5 Seismic Design Category: D 10/18/2019 U.S. Seismic Design Maps Montoya 2631 Acuna Ct, Carlsbad, CA 92009, USA Latitude, Longitude: 33.0987388, -117 .24935490000001 Date Design Code Reference Document Risk Category 10/18/2019, 10:13:34 AM ASCE7-10 II , Site ClaH :Type Value : Ss 1.036 'S1 0.401 SMs 1.125 'SM1 0.641 Sos 0.75 So1 0.427 ,Type Value soc D Fa 1.086 Fv 1.599 PGA 0.4 FF>GA 1.1 PG~ 0.44 : TL 8 'SsRT 1.036 SsUH 1.061 SsD 1.5 S1RT 0.401 S1UH 0.388 S1D 0.6 PGAd 0.501 'CRs 0.976 https://seismicmaps.org Description MC'=R ground motion. (for 0.2 second period) MC'=R ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value NUl7l8ric seismic desJg,, 11.aJue .at 0.2 S8COlld SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long.period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) 0-Stiff Soil Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored determinrstic acceleratron varue. (0.2 second) Probabilistic risk-targeted ground motion. (1.0 second) Factored uniform-hazard (2% probability of exceedance In 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods OSHPD 3Pf/ Map data ©2019 1/3 ~IFORTE.B 0 12 SI [I] MEMBER REPORT Roof Framing, Roof: Joist 1 piece(s) 2 x 10 Douglas Ar-Larch No. 2 O 24" oc la-,) Sloped length: 12' 6 9/16" 11' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. PASSED L{I ♦ 0 !1>Mlan R.,..lti,-'. ~r i ,{' ); ....... ~-.:,,, . . ~-~ .. , ' ,,l,DI' ..... ,~~) t ',., Member Length: 12' 10 7/16" System : Root Member Reaction (lbs) 458 @ 21/2" 3281 (3.50") Passed (14%) Shear (lbs) 378 (l!> 1' 1/16' 2081 Passed (18%) Moment (Ft-lbs) 1231 @ 5' 9 1/2" 2537 Passed (49%} Live Load Defl. (in) 0.104 (II 5' 9 1/2" 0.605 Passed (l/999+) Total load Den. (In) 0.205 @ 5' 9 1/2" 0.806 Passed (l/708) • Deftectlon aiterill: LI. (l/240) and TL (l/180). • TOI) Edge Bracing (Lu): TOI) compression edge must be bracod at 11' a• o/c unless delltlled otherwise. • Bottom Edge l!n!cing (Lu): Bottom compression edge must be brKed at 12' r o/c unless delailod otherwise. • A 15% tnaease In the mom~ capacity has been added to account for repe!ltlve member usage, • Applicable calculations are based on NOS. I • Bevf,j@d Plate • OF 3.50' 3.50' I.SO' 226 232 2 • Beveled Plate • Of 3.50" 3.50" J.50" 226 232 -1.0 D + 1.0 Lr (All Spans) 1.25 1.0 D + 1.0 Lr (All Spans) 1.25 1.0 D + 1.0 Lr (All Spans) --1.0 D + 1.0 Lr (All Spans) -1.0 D + 1.0 Lr (All Spans) 458 Blocking 458 Blocking Member Type : Joist Bullding Use : Residential ~ Cadr: IBC 201S Design Methodology : ASD Member Pitch : 5/12 • Blod<ing Ponels ,re assumed to a rry no loads applied directly above them and the tun load Is applied to the member bel"9 desl!,>ed. I · Unifonn (PSF) 0 to 11' 7' 24" 18.0 20.0 Default Load w • ... ,, · ·..t.. Notes:,,,,:· . ,.. , -~-~ ·"':~~~ ~ .i• ii .?-: •~,..,,:-, .• :•.:= .. ; ,;;, -· · ~l; ... Jt( r ... ~ -~--·:,.~. , ;.-.-, 1 :'(•s~T,~•.-ff .. / .. : -t...:.: ~ -.•. ~-· :~~ ... Weyert,aeuser wanarts that the 5izing d Its products wtll be in accordana with Weyerhaeuser product design critaria and published design values. Weyerhaeuser ewpressly disclaims .,.., -wa..anties related to the software. Use ol this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurtsdlcllon. The designer d record, builder or framer Is responslble to assure that this c:akulatlon Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and SQuash Blocks) are not designed by this software. ProdtJcts manufactured at ~ ladlltles are thlrcl-pa,ty certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluatod by ICC·ES under evaluation reports ESR·ll53 and ESR·1387 and/r,r tested in accordance with appllcable ASTM standards. Fot cumnt code CVHJ!ltlon reporu, Weyemoeuser product lternure and lnsta!Jatlon details r~er to www._,naeuser.com/woodproducts/docum«nt•library. The product applcation, Input design loads, dimensions and S<Jpport Information have been provided by ForteWEB software Operator forteWEII SOftwere Operator Job Notu Paul Christenson PCSD Engineering (760) 207-1885 pauf.pcsd~mall.com A ~ SUSTAJNAlllE roRES'TR!' JNITIATl\11, Weyerlueuser 10/22/2019 9:26:08 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Montoya Page 1 / 1 0 12 3.54 1 [TI MEMBER REPORT Roof Framing, (RB-1) Hips 1 plece(s) 1 3/4" x 111/4" 2,0E Microllam® LVL Sloped Leng!h: 17' 3 1/8" 14' 10 3/16' All locatlons are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. PASSED sJ ~n-blub ,. ,. ,, . ~ ... ~,., ~ ._._,, ···--!-. I.bf'' ~:~(~)--~,.,I.,:. ··, Member Leng1h : 17' 2 13/16" System : Roof Member Reaction (lbs) 1480 @ 16' 3 3/16" 1969 (l.50") Passed (75%) -1.0 D + 1.0 Lr (Alt Spans) Shear (lbs) 1220 @ 15' -4 3/8" -4676 Passed (26%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs) -4232@ 10' 10086 Passed (42%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Deft (In) 0.218 ill! 9' 2 3/16" 0.766 Passed (L/8-43) -1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) o."""6 @ 9' 2 1/16" 1.022 Passed (L/413) .. 1.0 D + 1.0 Lr (Alt Spans) • Deflection criteria: LL (l/2◄0) and TL (l/180). • Overtlang de!lecdan aiteria: LL (2l/2◄0) and TL (2l/180). • Top Edge Bracing (Lu): Top compression edge must be braced at 10' 3" o/c unless detailed otherw,se. • 8ottom Edge B<lldng (Lu): Bottom compression edge must be braced at 16' 11" o/c unless detailed otherwise. . :.,. ...... ;, :-,~ ,. I • llev<fed Plate • SPF 3.50" 1.50" 433 392 825 Bloddng 2. Hanger on II 1/4" SPf beam 3.50" Hanger• I.SO" 749 731 14SO set note' • Bloddng Panels are 8S5Umed to a,rry no loads applied dlre<tly above them and the fuN load Is applied to the member being deslgn@d. , At hanger supports, the Total Bearing dimension Is equal to the width of the material that Is supporting the hanger • ' Stt Connector grid below for additional Information and/or requirements. ,,,' I~ 1,-'-./ t ,.• .~, "' Ytlltlcal I..Oflclji,;; o • Self w~ (PI.FJ 0 to 16' 3 3/16" N/A I • Tapered (Pl.fl 0 to I' 5" N/A 2 • Tapered (l'I.F) I' 5' to 16' 3 3/16" N/A 5.7 0,0 to 26,5 0.0 to 137.6 ,. 'llllot ~ .. ~~ ~~~1.;.i ~ita .. , -~ 0.0 to 28.3 0.0 to 148.5 Generated from Roof Geometry Generated from Roof Geometry Member Type : Flush Beam Building Use : Residential Buildlng Code: !BC 2015 Design Methodology : ASO Member Pltd1 : 3.5"/12 wevem-wamints that the sizing of Its products wlll be In accordance v.1111 Weyeri\al!USef product design criteria and l)U)lshed desi9n values. Weyerl\aeuser e>Cl)<eS5I'( dlsclalm, any other warranties related to the software. U<e of this software Is not intended to draJnM!llt the need for a design professional as dttermined by the authority having Junsdlctlon. The designer of record, builder or fr3met Is responsible to assure that this calculation Is compatible with the overall project. Aca!SSorles (Rim Board, Blocking Panels and Squash 81oc:ks) are not designed by this software. Products manufactured at Weyerhaeuser fadlltles are thlrc!-party certified to sustainable fOttStrV standards. Weyemaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with appllcable ASTM standard•. For current rode evaluation reports, Weyerhaeuser product Nterature and lnst,llatton delltils r-to www.weye<haela« .a,m/WoodproducWdocumenHibrary. The product appllclltton, Input design loads, dimensions and support lnfonnatton have been provloed by RlrteWEB Software Ol)erator FotteWH Software Operator Job Notes Paul Ovistenson PCSD Engineering (760) 207-1885 paul,J)CS(IC!)Omall.com A ~ SUSTA/NABLC fOIICSTRI' INITIATIVE Weyerhaeuser 10/22/2019 9:27:31 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Montoya Pagel/ 1 MEMBER REPORT PASSED Roof Framing, (RB-2) Ridge Bm 1 plece(s) 3 1/r x 11 7 /8" 2,0E Parallam® PSL bl Overall Length: 6' 9· ♦ 0 0 All locations are measured from the outside face rx le~ support (or lelt cantllevef-end). All dimensions are horizontal. ·Dillan --"Ill-;. .... ~:. ·Adllial .'bliilMlall ~.1.;;~,....,._ l!,, ~ ............ .,. ... #< _LDf, U..:. -~V"..:<,:,.· •,i\_, System:Roo,' Member Reaction (lbs) 4735 @2" 7656 (3.50") Passed (62%) Shear (lbs) 1255 C 1' 3 3/8" loo« Pllssed (12%) Moment (R·lbs) 3592 @ 4' 4 1/2" 24878 Passed (14%) Live Lead Dell. (In) 0.029 411 4' -4 1/2" 0.421 Passed (l/999+) Total Load Detl. (In) 0.057 @ 'I' 4 1/2" 0.561 Passed (l/999+) • Oetlectlon atteria: U. (l/240) and TL (L/180). • Top Edge Bracing (Lu): Top compressioo edge must be braced at 8' 9" o/c unless detailed olherwbt. • Bottom Edge lhcing (Lu): Bottom compression edge must be braa!d at 8' '1' o/c unless detailed otherwise, - 1.25 1.25 -- 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr ( All Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (Alt Spans) 1.0 D + 1.0 Lr (All Spans) Member l',po : Drop Beam Building Use : Resklentlal 6'-.gCDde:18C2015 Design Mt-thoclolog, : "50 Member Pitch : 0/12 ' .......... ; ,,·:· .. _-,. . . ....,, __ __ , Blocking Panek are assumecl ID carry no loads appled dlm:ttv above them and the ful md Is IIP!)4led to the member being designed. 0 • Self Weight (Pl.f) N/A 13.0 I • Uniform (PSI') 10' 4' 18.0 2 • Point (lb) N,1.4 HJl6 3 • Point (lb l N/A 1498 Weyerhaeuser wa,r.,-ts that the sizing d its procluds wlM be In accorclance with Weyemaeuser product design atleria and publshed design values. Weyerhaeuser e,q,rasly dlsdillms WYf other Wlrnntles rel.lt2d ID the 50ftware. use d this 50ftwaie Is not Intended to oo:umwnt the need tor a cleslgn professlonal as detemtned by the~ having Jur15cltdlon. The designer d record, builder or framer Is re5l)OOSible ID assure that this Qlclllltfon Is a,mpatible with the overall p,oJect. Acassortes (Rlm Board, llk>d<lng Pines and Squash l!locks) are not designed by this 50ftware. Producls manutadured at Weyerhaeuser tldltles an, lhlrd-party certified to 5US!llinable fores!ry stllndard$. Weye,hHoser Engineered lumber Product5 have been evaluated by ICC-ES under evaluatlcn reports ESR-1153 and ESR-1387 and/or tested In IICCX>l"dance With applicable IISTM standards. For current CX>de evaluatlon reports, Weyerhaeuser product literature and ln$tallation cletalls refer to www.~.convwoodproducts,'document•Ntnry. The product llPl)liCalion, Input design loads, dimensions and support Information have been provided by FcrteWl:8 Soltware Operator l'orteWfl Softwarw Operator Jab- Paul Chrlsten50<1 PCSO Engineering (760) 207-1885 paul.padOgmall.oom A ~ SUSTAJNASI£ FORES11!'1 IN!TlATM Weym,aeuser 10/23/2019 8:43:59 PM UTC ForteWEB v2.l, Engine: V7.3.2.309, Data: V7.2.0.2 FIie Name: Montoya Page 1 / 1 + 0 MEMBER REPORT Roof Framing, (RB-3) Rf Bm 1 plece(s) 31/2" x 11 7/8" 2.0E Parallam® PSL Overall Length: 15' 9" PASSED 7/ 0 AU locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. ~bMiaft;,~ ...... ~~·i~~,-~;~, );,~~•1Ji;il1~•(i,k ~~?-~~,.:£~1f .'uiilE\t>,:i~l/f(t_a·1t:.1 Member Reaction (tis) 3458@2" 7656 (3.50") Passed (45%) Shear (lbs) 3416 C 1' 3 3/8" 10044 Passed (34%) Moment (Ft-lbs) 16852 C!) 5' 2· 24878 Passed (68%) Live Load Oefl. (In) 0.288 @ 7' 2 1/4" o.n1 Passed (l/643) Total Load Defl. (in) 0.621 @ 7' 2 7/8" 1.028 Passed (l/298) • Oelloctlon criteria: Ll (lJ240) and Tl. (1Jl80). • Top Edge Bracing (Lu): Top compression edge must be braced at 15' 9• o/c unless d$11ed otherwise. • BoltDm E<lge &acing (Lu): Bottom compression edge must be braced at 15' 9" o/c unless detailed otherwise. :~,~·~t - l.2S 1.25 .. - 'Lil/Mt., ' ·. -,.~)i'"J.']w);s.l~.i,J 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (All Spans) 1.0 D + 1.0 Lr (AH Spans) 1.0 D + 1.0 Lr (All Spans) Systom : Roof Member Type : Drop Beam Building Use : Resldentlal 8ulldir>g Code , I&C 2015 Design Metllodology : ASO Member Pitch : 0/12 • Blod<lng Panels aro essumod to cary no loads appUod dlroctly above them and the full load Is appll..S to the member being designed. w~ _,-,,n1s that the slllng at Its prodUCIS wlll bt In accordance with Weyemaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any olher warranties related to the software. Use at this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or frame< Is responsible to assure that this calculation Is compatible with the 0¥efllll project, Acces.sortes (Rim Board, Bloddno Panels and Squash Blocks) are not designed by this soltw¥e. Products manufactured at Weyerhaeuser faclltles are th~d-porty certffi..S to ..-lnable forest,y standards. Weyerhaeuser Engineered Lumber Products have bffn evaluated by JCC·ES under evaluation reports ESR-1153 and ESR-1387 and/o, tested in accordance with applicable ASTM stardards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/WOOdprodocts/document-Ubrary. The product appllcatlon, Input design loads, dimensions and wpport lntomw,tlon have been provided by FateWl:8 Software Operator farteWEB SOftware Operator Job- PalJI Christenson PCSO Englneemg (760) 207-1885 paut.pcsdOgmall.com A ~ SUSTAINAlltE FORESTil'I' INITIATIVE Weyerhaeuser 10/23/2019 8:45:45 PM UTC ForteWEB v2.1, Engine: V7.3.2.309, Data: V7.2.0.2 File Name: Montoya Pagel /1 MEMBER REPORT Roof Framing, (RB-4) Rf Bm 1 plece(s) s 1/4" x 14" 2.0E Paranam® PSL PASSED i O11erall Length: 21' 3" 0 All locations are measured from the outside face of left support (or lef't cantilever end). All dimensions are horizontal. ~·~~{)\\~af it i~1!"•.tuet,9,'~~~-~ rtti,~,,:,1 ~-"4i:!~! . . "its'.i ~ ?c.· •• -~}111;¼\i\•{~~:.'.: Member Reaction (lbs) 2852 @2" 11481 (3.50") Passed (25%) -1.0 D + 1.0 Lr (All Spans\ Shear (lbs) 2789 Cl' 5 1/2' 17763 Passed (16%) 1.25 1.0 0 + 1.0 Lr (All Spans) Moment (Ft-lbs) 27102 @ 10' 6" 50928 Passed (53%) 1.25 1.0 0 + 1.0 Lr (Aff Spans) Uve Load 0efl. (In) 0.3'1-4@ 10' 6" 1.046 Passed (L/730) -1.0 D + 1.0 Lr (All Spans) Total Load Oefl. (in) 0.769@ 10' 6" 1.39'1 Passed (L/326) -1.0 D + 1.0 Lr (All Spans) • Deflectioo o1terla: Ll (l/240) and TL (l/180). • Top Edge Bracing (Lu): Top compression edge must be braced at 21' 3' o/c unless delalled otherwise. • llotllJm Edge Bracing (Lu): llotllJm compression edge must be braced at 21' 3' o/c unless detailed otherwise. +- 0 System : Roof M8nber Typo : Drop Building Use : fJu/ldlrtg Code : 18C 20 5 Design Methodology : Member Pltd1 : 0/12 W~..,. -rants that the sizing of Its products Will be In accordance with Weyerhaeuser product deslgn criteria and published design values. W~ expressly dlsdoims any O(hor warr rdated to the scltwate. u.e o/ this software Is not Intended to circumvent the need for a desJvn professional as ~lned by the authority having Jurtsdlctlon. The designer d reaird, builder or Is responsible to assure that this calculltlon ls compatible with the 0',leQII project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not deSigned by this software. Products manufactu'ed at Weyertiaeuser fadltles are th~d-party certlfted to sust.llnlble forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evalua!lon reports ESR·ll53 and -1387 and/or tested In aca>rdance with applicable ASTM mndlrds, For current code evaluation reports, Weyert,aeuser product literawre and installltlon details refer to www.----.com/Woodproduds/document·Hbrary, The product appllclltlon, Input design loads, dimensions and SYpport lnform1Uon have been provldl!d by ForteWE8 SoftwWe Operator Paul 01rlstenson PCSO Englneer1n0 (760) 207-1885 paul.padOgrnail.com A. Weyerhaeuser 10/23/2019 8:47:31 ForteWEB v2.l, Engine: V7.3.2.309, Data: File Name: Pa UTC + 0 MEMBER REPORT Roof Framing, (RB-5) Hdr 8m 1 piece(s) 4 x 8 Douglas Fir-Larch No. 2 Overall Len~th: 3' 7" All locations are measured from the outside face of left support (or left: cantilever end). All dimensions are horizontal. Member Reaction (lbs) 1999@ 3' s· 7656 (3.50') Passed {26%) -1.0 D + 1.0 Lr {All Spans) Shear (lbs) 1975 @ 2' 8 1/4" 3806 Passed (52%) 1.25 1,0 D + 1.0 Lr (All Spans) Moment (Ft-lbs) 2799@ 2' 3737 Passed (75%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in) 0.011@ 1' 9 3/4" 0.162 Passed (l/999+) --1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in) 0.024 @ 1' 9 3/4" 0.217 Passed (lj999+) --1.0 D + 1.0 Lr (All Spans) • Deflection atteffa: LL (IJ240) and n (lJl80). • Top Edge Bracing (Lu): Top compression edge must be braced at 3' 7' o/c unless dealled otherwise. • Bottom Edge Bracing (Lu): Bottom compression edge must be tnced at 3' 7" o/c unless detailed cthe<Wise. • Applicable calculations are based on NOS. • Bloddng Panels tre assumed to cany no loeds applied directly abcM! them and the ful load Is applied to the member being designed. PASSED System : Root Member Type : Drop Beam l!<Jilding lJse : Residentlal 8uHding Cad<, : IIIC 2015 Design Methodology : ASD Member Pitch : 0/12 W~ser wam1nts that the saing at its products will be In accordance with W~rhaeuser product design criteria and published design values. Weyerhaeuser expressly dlsdalms any athef wamu,tles relatl!d to the software. Use r:I tnls software Is not Intended to ciroJnM!llt the need for a design professional as determined by the IUl'1or1ty having Jur1sdlctlon. The designer r:I rerord, builder or framer Is responsibje ID assun, that this calcuJation Is compatible with the own1n project. Accessories (Rim Board, llloddng Panels and Squuh Blocks) an, not deslqned by this sottw=. Products ""'°"actlnd at Weyerhaeuser faclities are third-party artlfled to sustainable forestry standards. Weyerhaeuser Engl.-ed Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested In accordance with appllcable ASTM standards. For current code evaluation reports, Weyerhaeuser product Nterarun, and ln<tellatlon details ~ to www.weyerhaeuser .a,m/woodproducts/document-librlry. The product application, Input design loads, cHmensions and support Information have been provided by FcrteWEB Software Operator l'orteWE■ _.,.. Oparator JobNotea Paul Christenson PCSD Englneer1ng (760) 207-1885 poul,pad@gmall.com JOB 19-448 IO OF -----PSC DATE 10/21/19 ~ au/f;'A'rf.den.ro.n -;lm, ,15;,yc Sfaeen7ff SHEET NO CALCULATED BY CHECK BY SCALE _____ DATE __ _ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com S.O Lateral Design & Analysis Wind: P = A Kzt I psJo 'A = 1.00 (ASCE 7. Equation 28 6-1 J (fig 28 6-1) (fig 26.8-1) <fig. 2• 0-1 I (!able 11.S-I) Seismic: V = C5WoL s.= 1.036 (CBC Equation 12.8-1) S1 = 0.401 Fv= 1.6 I = 1.00 Kzt = 1.0 f 3= I.I PS30; 26.6 psf R = 6.50 I = 1.0 V = 0.082 • Wt • p (p -Redundancy) P= 16.0 psf Criteria Each Story Resists > 35% Base Shear: Wind Loads Any Shear Wall w/ (h/I)>1.0 is < 33% Story Force: P = 16.0 psf x Trib Area Roof Level Direction: N /S = 16.0 psf X ------246 sq. ft. = 3926 lbs. 165 sq. ft.= 2633 lbs. Direction: E /W = 16.0 psf X ------ Roof Wei2ht Roof Wt. Exterior Wall Wt = Interior Wall Wt = Ceiling Wt 18.0 psf x 822 sq. ft.= 14796 lbs. 15.0 psf x 411 sq. ft.= 6165 lbs. 8.0 psf x 344 sq. ft. = 2752 lbs. 6.0 psf x 645 sq. ft. = __ 38_7_0_lb_s_. _ Total Trib. WR = 27583 lbs. Total Seismic Dead Load: Wt = 27583 lbs. ASD Base Shear: V = 0.082 * Wt = 2274 lbs. p = 1st Story 2nd Storv not satisfied not satisfied #REF! satisfied l 1 . ."'0 ' f1{.-U\:•l . J"' ? ,ru./f;',tn'JtehJ'Oh ';Jn, ~~o bfaeermJ 3529 Coastview Ct-Carlsbad, CA 92010 JOB SHEET NO 19-448 \\ OF ---,,-,.,...--PSC DATE 10/21/19 DATE CAL CU LA TED BY CHECK BY SCALE ------------l2L:'.!,~:ill p11w4Lt:,1~'!~~~ Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis -1st Story Shear Walls N /S E /W Gridline t en£_h of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type I ~ u,7 9 s A 7 11 17.5 9 s .,_ 2 14 14.0 9 s B 4 5 5 5 19 9 s 0.0 0 0.0 0. 0 0.0 0 0.0 FA E 0 #D /0! 0.0 F E 0 # IV/0! 0.0 FA SE 0 #DI /0! 0.0 FA 0 #D /0! 0.0 FA E 0 #d ~/0! l t?.-u/f;,tnmn,.ron ';]..,, zj,'!f" EnfaeerlnJ 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis (cont.) Gridline (}) 50 % ( 3926 X 0.50 1963 #) 1963 lbs. V = ... ~ ft. c;b plf OTF ~ICf lbs. Rfc-o.t,.(Ur.c;hll"C.c.L'il, 2.o.~·fZ, loc.~•, \41)f-<<> Gridline Ci) 50 % ( 3926 x 0.50 1963 #) 1963 lbs V = 14 ft. 140 plf OTF 1192 lbs. i2f-• 100,...l\'t~\~ &t,-c,.:, ~OF-t;r»• JOB 19-448 SHEET NO \'l. OF CALCULATED BY PSC DAT_E_1_0/-c-2-1/,-19,... CHECK BY ____ DATE __ _ SCALE HDU2 ?,u./f;,;;.,'.rce,,.,.,,,, dnt .ZX,-o £.n_p,eerurJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@grnail.com 5.1 Lateral Design & Analysis (cont.) Gridline ~ 50 % ( 2633 X 0.50 1317 #) 1317 lbs. V = 17.5 ft. 75 plf OTF 677.2 lbs. 0--0.1..CuMht M41)1 .. 1'12, }'tt .... 1 ke> r'"n"\.')c) Gridline 0 50 % ( 2633 X 0.50 1317 #) 1317 lbs. V = 19 ft. 69 plf <JTF 623. 7 lbs. v,, ... ~'(1.,' ,. 'f11· .: l1 ~~ \! 1> l!,'1 Z. q • JOB 19-448 SHEET NO l3 OF CALCULATED BY PSC DATE 10/21/19 CHECK BY DATE SCALE & »-, \lt• ?rru/f;°,tn'.den.ron 'eftn1 ,t'J,'!f" bfaeennJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w = 1125 plf width =~plf 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) USE 12 "WIDE CONTIN. FTG W/ 2 -# 4 TOP AND BOTTOM & EMBED. 18 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING JOB 19-448 SHEET NO M OF CALCULATED BY PSC DATE CHECK BY DATE SCALE ASBP = 1500 psf p all = 1500 • _g • ~ _L 12 12 j P a11 = 6000 lbs L-ULl l1 10/21 /19 SAN MARCOS UNIFIED SCHOOL DISTRICT CERTIFICATE OF COMPLIANCE WITH FEE PROVISIONS ("COC") Education Code Section 17620 and Government Code Section 65995, et seq. COC No. 005019 Facilities Planning & Development, 255 Pico Avenue, Suite 250, San Marcos, CA 92069 -(760) 290-2649 Project Description: il.i.lfJ Tract No.: Project Mailing Address(es): ,.t,.;;3 All·HA ~-;1. C..;tli:.LSni1JJ Assessor's Parcel No(s): 2154~ l HOO Project Applicant: .-IAi<.H.. M(h.li'l'OYA Applicant Phone No.: Owner Mailing Address: ~lli C}C{Ed. Code 17620 and Gov. Code 65995, et seq. APR l ei ~\ing Mitigation Agreement or CFO No.: Not subject to fee requirements Note: ____________ r....,\1Y 01-u l \l~G G• □ Applicant Declaration: The person executing this declaration ("A fi n hereby declares, under penalty of perjury under the laws of . California, that the following is true and correct: (1) Applicant is acting on behalf of the owner of the above-referenced project ("Project") and is authorized, by such owner, to agree to the terms for issuance for this COC; (2) to the best of the Applicant's knowledge. the information provided herein is true; (3) the square foot amounts used in the fee calculation below were determined by the building department that will issue a building permit for the construction; and (4) Applicant or owner of the Project will obtain an amended COC and pay any additional amounts due if there is an increase in the number of dwelling units ("OU") or the square footage of any DU or commercial/industrial structure in the Project increases after Applicant has obtained any COC. If the initial determination of the number of units or the square footage is found to be incorrect, Applicant shall be responsible to pay any costs of collection thereof including attorneys' fees and legal costs. · ' ' I I i Applicant Signature: _v,.... -·----------~ Print Name: '·-~ ___________ Date: ___ ··_•_· ' __ -_r'-- Residential Commercial/Industrial or Qualified Senior Housing 0 N~w Construction ~ Room Additions/Conv. (500+Sq. Ft.) t>4U x 4. 44 Fee per sq. ft. = $ 2 t.:hl-bl) D Commercial/Industrial D Qualified Senior Housing ____ x. ____ Fee per sq. ft.=$ _______ _ Number and Tvo,e .of Units: Number and Type of Units: · · r / i),.a. Total: $ l4'4 oi, Total: $ \ ' . F DA'f PERl D R PR 'TE T F'E'E AND ~T'EM'ENT F F'E'E Government Code Section 66020 requires that a district provide: (1) written notice to the Project applicant. at the time of payment of school fees, or other exactions ("Fees"). of the ninety (90) day period to protest the imposition of these Fees and (2) the amount of the Fees. Therefore, this Notice shall serve to advise you that the ninety (90) day protest period in regard to such Fees or the validity thereof, commences with the payment of the Fees or performance of any other requirement as described in Government Code Section 66020. Additionally, the amount of the Fees imposed is as stated here, whether payable at this time in whole or in part, prior to the issuance of a Certificate of Compliance. As in the latter instance, the ninety (90) day protest period starts on the Date of Issuance. EXPIRATION OF CERTIFICATE This COC is valid for one hundred eighty (180) days from the Date of Issuance. Extensions will be granted only for good cause, as determined by the Facilities Planning & Development Department of the District, and .one (1 ) sixty (60) day extension may be granted. At such time as this COC expires, if a building permit has not been issued for the Project that is the subject of this COC, the Owner of the Project at the time this COC was issued will be reimbursed all Fees that were paid to obtain this COC without interest. Owner must submit a request for reimbursement in writing to the District Facilities Planning & Development Department. q,\ \"""" "'' THIS COC EXPIRES: \ \ ) -,;... -# i THE EXPIRATION DATE IS EXTENDED TO: ___ _ SIGNATURE VERIFYING AUTHORIZED EXTENSION:--------------Date: --- ··coc Continued on the Back of This Page•• Distribution: Facilities -White Customer -Green Agency -Canary Accounting -Pink Audit -Goldenrod APR 1 5 2021 (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: M ~ 'l~ A l>lA.. Permit #: CBR2020-0171 ----------------- Project Address: 2633 ACUNA CT ----------------- Assessor's Parcel #: 2154911100 ====------------- Project Applicant: TRUST MONTOYA GREGORY L (Owner Name) Residential Square Feet: New/Additions: ----------------- Second Dwelling Unit: 640 "-'.0.....--------------- C om me rc i a I Square Feet: New/Additions: ----------------- City Certification: City of carlsbad Building Division Date: 07/13/2020 Certification of Appllcant/Ownera. The person executing this declaration ("Qwner") certifies under penalty of peljury that ( 1 ) the inronnation prolli<led above is C01Tect and true to the best of the OWner's knoWledge, and thal the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage afler the building penntt is issued or if the Initial detenninalion of units or square footage is found to be lnconect, and that (2) the Owner is the owner/developer of the above described projecl(s), or that the person execullng this declaration ts authorized to sign on behatf of 1he O#ner. D Carlsbad Unified School District 6225 El Camino Real Cartsbad 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 Dlegulto Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appl. Only) @ San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appl.only) □ Vlsts Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERnFICATION {To be completed by the school dlstrlct{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 fadlltles. This Is to certify that -applicant Ii.-on page l has paid all amounts or completed other applicable I m atlon -rmlned by -SChool District. The City may Issue building permits for this project. r . Signature of Authorized School District Official:. -~~ 11~1}}]~.:'..\/J:'.:Y~-------------r'' Title:. ___ ~axJ~L...t.L~::'X'.1ec:t....::~'...-\:__ _____ u_ Date: L( -\ )__ -;L{ Name of School Dislrict: __ ~:::S,a-.-<--· _M_--"U.'---5_,,,j)=-------Phone: 7 U" 2'1 u 2.l,, <{] APR 1 5 2021 (city of Carlsbad SEWER DISTRICT CERTIFICATION [L] 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#: CBR2020-0171 Property Owner: MONTOYA GREGORY L ~'---"-'--'-"-'--=-=='--'--=--------------------- Project Address: =2c:6.=.3.=.3.:...AccCccU:cN.:cA.:...=CT..:.__ ______________________ _ Assessor's Parcel#: 2154911100 =.c_c===------------------------- P r o j e ct Description: MONTOYA: 640 SF DETACHED ADU// 84 SF PATIO COVER City Certification: City of Carlsbad Building Division Date: July 13, 2020 --'--------:<_ ______ _ 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 this project and all required conditions have been satisfied. Permits will not be issued until this form is completed and returned to our office. This space to be completed by District Personnel Approved by: rnmmnniht Rr Frnnnmlr n,:avp.lnnmP.nt -Rnilttinn nivi..:inn u LEUCADIA WASTEWATER DISTRICT SEWER SERVICE PERMIT Pennit Number S009044 l:'MiriffJiffpimation: . '. '""" " .,,., .. ,:,. + .. ::,,·:~'.:."' Change to Existing Service ~ Type of Permit: Ne,.;, Service d . Domestic~ Industrial D Food Services Establishment D Supplemental Permit: Private Pump Station D ADU Waiver ~ Multi-Unit Lateral D Preexisting Permit No: New Permit No: Number of Additional EDU Granted: 009044 S009044 0.50 Date Issued: Date Issued: 4/13/2021 Existing EDU: .1.Q Total EDUhBlbJt~ zqMo Special Conditions Required and Attached: Yes D No~ Date Issued: By: IAN RIFFEL Print Name Feef Collected: Tax Billing to Commence July 1, 2022 Capacity Fee: $ 2,544.50 Prorated Sewer Service Fee: $ 114.56 Reimbursement Fee: $ __ Total Fees:$ 2,659.06 Encina Wastewater Permit: Required: Yes D No~ Permit Number: Date Issued: Name and Address, Phone: MARIE MONTOYA (7601 390-2311. 2631 ACUNA COURT, CARLSBAD, CA 92009. NEW 640 SF DETACHED ADU. Assessor's Parcel Number: 215-491-11-00 Type of Building: ADU Page 1 of4 Number of Units: 1 , .. _,.·1 (_ City of 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 ~ 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. ~ Details on CAP ordinance requirements are available on the city's website. ~ A CAP Building Plan template (form B-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.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: Contact information of person completing this checklist (if different than above): Name: Company name/address: :'.;aAAJl... Contact Phone: Contact Email: Applicant Signature: ~ N ~ Date: 8-50 Paqe 1 of 6 (\Ila, ,-e1v1t>rJ-~ '7, e ~ MJ}.,< I ... co {Y) Revised 08/1 9 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 Penmit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: sifii q 5 i d 11 . ()() Cons1rudlan Type Complale Seclion(s) Notes: Ji. New construction □ Additions and alterations: □ BPV < $60,000 □ BPV ;e $60,000 □ Electrical service panel upgrade only □ BPV ;e $200,000 0 Nonresidential □ New construction □ Alterations: □ BPV;, $200,000 or additions" 1,000 square feet □ BPV;, $1,000,000 □ ;e 2,000 sq. ft. new roof addition Checkllstltem Low-rise High-rise NIA NIA 1A, 4A 4A 1A, 4A' 1B. 4A' 1B, 2B. 3B, 4B and 5 1B, 5 1B, 2B, 5 2B, 5 A high-rise residenijal building is 4 or more stories, including a mixed-use building in which at least 20% of its conditioned floor area is residential use All residential additions and alterations 1-2 family dwellings and townhouses with attached garages only 'Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Building alterations of ;e 75% existing gross floor area 1 B also applies if BPV ;, $200,000 Check the appropriate boxes, upatn al not~ and exception items, and provide supponing calcula1ilns and documenlation as necessay. 1. Energy Efficiency Please refer to Calsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CAL Green) for more infonnation when completing this section. A D Residential addition or alteration ~ $60,000 building pennlt valuation. See CMC section 18.30.190. Year Built Single-family Requirements □ Before 1978 Select one: □ Duct sealing □ Altic insulation □ Cool roof □ 1978 and later Select one: □ Lighting package □ Water heating Package □ Between 1978 and 1991 □ 1992 and later D NIA _________ _ □ Exception: Horne energy score ~ 7 (attach certification) Multi-family Requirements □ Attic insulation Select one: □ Duct sealino □ Altic insulation □ Cool roof Select one: □ Lighting package □ Water heating package B. D Nonresidential' new construction or alterations~ $200,000 building pennlt valuation, or additions~ 1,000 square feet □ NIA City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix A5, Division A5.2-Energy Efficiency. AS.203.1.1 Choose one: D .1 Outdoor lighting D .2 Warehouse dock seal doors .., D) Restaurant service water heating (comply with California Energy Code section 140.5, as amended) X4 Daylight design PAFs D .5 Exhaust air heat rec=ry D WA _________ _ AS.203.1.2.1 Choose one as applicable: D .95 Energy budget D .90 Energy budget D WA AS.211.1" D 0!1-s~e renewable energy D WA AS.211.3" D Green power (if offered by local utilfy provider, 50% minimum renewable sources) D WA AS.212.1 D Elevators and escalators D N/A AS.213.1 D Steel framing D N/A • 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. 2. Photovoltaic Systems A. D Residential new construction (for low-<ise residential building penmit applications submitted after 1/1/20). Refer to 2019 California 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) ff project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(B) (high-<ise residential) or 18.30.170(6) (low-<ise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15x#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 kWdc B. D Nonresidential new construction or alterations ~$1,000,000 BPV and affecting ~75% existing floor area, or addition that increases roof area by ~,000 square feet Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-<ise residential and hoteUmotel buildings. Choose one of the following methods: □ Gross Floor Area (GFA) Method GFA: □If< 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 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. ~atei:,Heating A d,Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. For systems serving individual dwelling units choose one: Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise re idential only) □ 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) □ 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 Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. □ 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: City of Carlsbad Climate Action Plan Consistency Checklist • 4. Electric Vehicle Charging ~ Residential New construction and major alterations* • •,e1,-.se refer to Carlsbad Ordinance CMC section 18.21.140 when completing this section. pt,on}' and two-family residential dwelling or townhouse with attached garage: /0:Qne EVSE Ready parking space required □ Exception : □ Multi-family residential· □ Exception · Total Parking Spaces EVSE Snaces Proposed Caruable I Readv I Installed I I Calculations: 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 "Installed.") I Total I 'Ma1or alterations are: (1) for one and ~family dwellings and townhouses with allached garages, alterations have a building penntt valuation~ $60,000 or in dude an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without allached garages), alterations have a building pennit valuation ~ $200,000, interior finishes are removed and signfficant site work and upgrades to structural and mechanical, electrical, and/or pumbing systems are proposed. I\ D Nonresidential new construction (includes hotels/motels) □ Exception · Total Parking Spaces EVSE Soaces Proposed Caoable I Ready I Installed I Total I I I Calculation· Refer to the table below· Total Number of Parkina Snaces orovided Number of reauired EV Snaces Number of renuired EVSE Installed ~aces □ 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 and over 10 rvarcent of total 50 oorcent of Required EV Soaces