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Home My WebLink About2701 MATEO PL; ; CBR2021-1297; PermitPERMIT REPORT Residential Permit Print Date: 07/07/2022 Job Address: Permit Type: 2701 MATEO PL, BLDG-Residential 2162513400 $100,037.08 CARLSBAD, CA 92009-8136 Work Class: Parcel #: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Description: BLALOCK: 572 SF ADDITION Applicant: M V W GENERAL CONTRACTORS INC 118 S VINEWOOD ST ESCONDIDO, CA 92029-1921 (710) 535-8823 FEE BUILDING PLAN CHECK FEE (BLDG) STRONG MOTION-RESIDENTIAL BUILDING PERMIT FEE ($2000+) Track #: Lot#: Project #: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Property Owner: SAMMY BLALOCK 11267 CAPILLA RD SAN DIEGO, CA 92127 PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 GREEN BUILDING STATE STANDARDS FEE SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TI ER 1 -MEDIUM Addition Total Fees: $1,904.23 Total Payments To Date: $1,904.23 (city of Carlsbad Permit No: CBR2021-1297 St atus: Closed -Finaled Applied: 05/05/2021 Issued: 07/08/2021 Fina led Close Out: 06/22/2022 Inspector: Final Inspection: Contractor: CRenf 06/22/2022 M V W GENERAL CONTRACTORS INC 118 S VINEWOOD ST ESCONDIDO, CA 92029-1921 (710) 535-8823 Balance Due: AMOUNT $440.68 $13.00 $629.55 $182.00 $92.00 $66.00 $175.00 $5.00 $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 "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 8-1 t'Bq1- Plan CheckCf>R20ll-\'iJ'e'l.. Est. Value t}/QQ,, 0:31, 08 PC Deposit _______ _ Date 5-'-..\-21 Job Address __ 2_l_D_/ __ rn_A-_r_E-_o_fi_l_4-_e,,E. ____ .Suite: ___ __.APN: __ ,--_____ _ CT/Project #: _______________ Lot#: LJ b 5 Year Built: _)_'1_1_u _____ _ Fire Sprinklers: OvEs® NO Air Conditioning:@VES ONO Electrical Panel Upgrade: Q)vEsO NO BRIEF DESCRIPTION OF WORK: S71.. J:'( Af)DI T1N J-5 JOrz>-1 tzl Addition/New: 5 71. Living SF, ___ Deck SF, ___ Patio SF, ____ Garage SF __ Is this to create an Accessory Dwelling Unit? Ov ON New Fireplace? Qv ON , if yes how many? __ r:;;:r.:Remodel·. I ra. r:1 l:::::J t __ v ___ SF of affected area Is the area a conversion or change of use? Ov 0N 0 Pool/Spa:. ____ SF Additional Gas or Electrical Features? ------------ osolar: ___ KW,. ___ Modules, Mounted:0Roof0Ground, Tilt:OvO N, RMA: Ov ON, Battery: Ov ON, Panel Upgrade: Ov ON D Reroof: -------------------r--------~------£ o A-Mt' tu13 Nfw Sf'ur -FJJ,v/A-/c., l2f 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: ~AM fSL>t l..cxM.. APPLICANT 0 PROPERTY OWNERS AUTHORIZED AGENT APPLICANT R) Name:--?,t..UW Address: 1-zo 1 Y>l ~ PtAU£ City: Mrz.t.s 1'>49 State: Cir Zip: ".)-z.oo.:, Address: //'9; $. C/, ", (/'Jo oJ 'S 1 Phone: & V'l f\ i'} 511'10 City: t--5 c.. State: C:::4 Zip: S :t O l.. 5 Phone: / ~ -, ( <J ~ S 5 $ ~ 1s:5$° "t.. 1 Email: Email: 41t E'-7 e -:2:?': cJvJ t!..er, rr p &7'.?J Le. 007"-: ·---------------- DESIGN PROFESSIONAL APPLICANT 0 Name: :Io 1:bJ Sl~l 1" Address: :\ q bS' ,~o H1>J J'cJ() City: t£~luNOVJ> State: Ut Zip: Zj1f52§": Phone: ]Zo Jt>s 33~tJ Email:. ______ .....,.r-"7"".,,,-...,....-=~---- Architect State License: f<C,it-~ 5£.fJ 1 fNblNU-,42-- CONTRA~)' ~ECORD APPLICANrjfl Name: ~ Ccl\fTl2~-LTt>J2 Address: l Ii $, VIN fl_ IAllX:>D City: ~SUn-ic>1 I)> State: CJ3 Zip: '7'202/l Phone: ,,o ~1S 'Z::$2') Email: ,Tn 1:9 It--;1J;;. cJW 1!-ein 1fcc..,f 4 I. I:. o,,,,,..._ State License/class: B-f q'Z:S:'1'-Bus. License:. __ _ 94S~\ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbad<;_!l,&Q.!'. 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 am licensed under provisions of Chapter 9 ( commencing with Section 7000} of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: 01 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. _________________________________________ _ [!11 have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the p_erformance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: _<5.,,,__,l'---"'4-{;,-.....;<=-......,~-<2"'-''2).~--if2""'------------- Policy No, 2, -Z.. 4'i <2 0 I 4'c YI z Expiration Date: __,_/_-__._/_-_....;-t..=--~-=-------- 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY. IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). lender's Name: ______________________ lender's Address:------,----------------- SIGN: C: ~ CONTRACTOR PRINT: e Sb-owd <./ (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 01, 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). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: D•owner Builder acknowledgement and verification form" has been filled out, signed and attached to this application. 0 Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent authority ta obtain the permit on the owner's behalf. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.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 oct on the property owner or contractor's behalf. I certify that I hove 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 lows 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 SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST 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: e 3h C)(.#d t::-{ SIGN: ___ e__~-------DATE: Y., ~ :f;: --"L,,/ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2 719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 08/20 PERMIT INSPECTION HISTORY for (CBR2021-1297) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 05/05/2021 Owner: SAMMY BLALOCK Issue Date: 07/08/2021 Expiration Date: 08/08/2022 IVR Number: 33181 Subdivision: LA COSTA SOUTH #6 Address: 2701 MATEO PL CARLSBAD, CA 92009-8136 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Status 06/17/2022 06/17/2022 BLDG-Final Inspection 185117-2022 Failed Peter Dreibelbis Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Complete recycling form No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final Label sub panel No 06/22/2022 06/22/2022 BLDG-Final Inspection 185495-2022 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Thursday, July 7, 2022 Page 3 of 3 PERMIT INSPECTION HISTORY for (CBR2021-1297) Permit Type: BLDG-Residential Application Date: 05/05/2021 Owner: SAMMY BLALOCK Work Class: Addition Issue Date: 07/08/2021 Subdivision: LA COSTA SOUTH #6 Status: Closed -Finaled Expiration Date: 08/08/2022 Address: 2701 MATEO PL IVR Number: 33181 CARLSBAD, CA 92009-8136 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready 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 01/10/2022 BLDG-27 Shower 174190-2022 Passed Chris Renfro Complete Pan/Tubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough 174276-2022 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 01/19/2022 01/19/2022 BLDG-33 Service 174755-2022 Passed Chris Renfro Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/01/2022 02/01/2022 BLDG-17 Interior 175636-2022 Passed Peter Dreibelbis Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-18 Exterior 175782-2022 Passed Peter Dreibelbis Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 02/08/2022 02/08/2022 BLDG-17 Interior 176195-2022 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes Thursday, July 7, 2022 Page 2 of 3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2021-1297) Permit Type: BLDG-Residential Application Date: 05/05/2021 Owner: SAMMY BLALOCK Work Class: Addition Issue Date: 07/08/2021 Subdivision: LA COSTA SOUTH #6 Status: Closed -Finaled Expiration Date: 08/08/2022 Address: 2701 MATEO PL IVR Number: 33181 CARLSBAD, CA 92009-8136 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/22/2021 07/22/2021 BLDG-21 162594-2021 Partial Pass Chris Renfro Relnspection Incomplete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Pre-Con 162595-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/29/2021 07/29/2021 BLDG-11 163130-2021 Passed Chris Renfro Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/26/2021 08/26/2021 BLDG-15 Roof/ReRoof 165067-2021 Passed Chris Renfro Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/30/2021 08/30/2021 BLDG-13 Shear 165329-2021 Failed Paul Burnette Re Inspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Electric Meter 165328-2021 Passed Paul Burnette Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/30/2021 12/30/2021 BLDG-13 Shear 173738-2021 Passed Chris Renfro Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough 173623-2021 Cancelled Chris Renfro Re Inspection Incomplete Combo(14,24,34,44) Thursday, July 7, 2022 Page 1 of 3 Carlsbad CBR2021-1297 May 26, 2021 Ccityof Carlsbad SPECIAL INSPECTION AGREEMENT 8-45 Develoomtqt Ser11ices Bullcina DMslott 1635 F..aqday Avel\ue 760-60J-2119 www.c..~ca,J!OV Proleet/Permit: ________ ProjectAodr8$5· 2701 Mateo Pl. A. ~SEC'TION MU8T'R ~ BY THE~ OWNER/AUTHORUSI AGENT, Please dlecl< If you are ONn«-Builder □. (If you ct-.bd • owner-bui~ yoc;-mso cxxnplei9 s.ciJon a of Ihle~) Name: (~p,W,_I __,,C"-'-h..,_,a,,,,rw.l=ie<::----------:---------'S.:iu□LDlllW11Jd..1Jet:1-( __ -\M-1.) (l.,,IQ, Malling.Acfdnt&s; 118 South Vinewood St. emau· info@mvwcontractor com 1-760-535-8823 I am: 0Property owner ~Property Owner's I.gent of Reoord □ArChllleK:t or Record CEngl1l88f of Record Slate ot Califomla Registration Numti,,c __________ Expiration Date,· ______ _ AORE£MENT:: I, lhelllld~.·declare under penaltyoJ perjufy uoder'1he laws of lne State c:ACalifomla, that l haw read, undersland, lltlk~ and proroiae. to COl'IIJ)ly· wllh the· City. of ~ebad ~ flY •pedal insf)eetions, stnsciUntl observetiolis. ~ melleflals tNllng-and oft-elle fabricetlon of buldlng ~ ea pNt8Cribed In ltie st.afement of special inspectiona I\OOl<f·on the apptOVad plans and, as ~ by 1he Califon'.lla. Bulktlng Code. SlgnatuN!· Qate; _________ _ 8 . CON'TRlo,CTOR'$ STATEa3tT Of'-~ (07 C8C. Ch 1.7, Section 1700). This secUon must be completed by ttle conlTaclx,r I bullder / owner--oullder. Colltracmr'sCompany,.Name: MVW General Contractors Inc. "-Cheel<fl'youare0wner-8uilder0 Neme: ~print) Charlie Snowder ......, (!,Ii) ....., Mailing.Address· 118 South Vioewoad St Email: info@mvw~c.1.Lou□.u.tC.c8.i...ciJJ..O.LLC...1.CA.O.LLmJ.J-. ______ f'tlon&• 1 760-535-8823 State of Califo<nia Contraclo1's Liollnae Number. ________ Elq>lr:atlon Date:------ • I ed<nowledge 1lrld, am --· ot special requirements contained In !he si.tement of special fnspectioos nolBd on lhe approved plans: • I ad<nOlillledge 1hat control will be exercised 1lll obtain eoniormanoe ~ 1he oonstructfon documents approved by tne bulleting offlQlat; • I wili have io-t)lace procedures f0r ·eX'8ftising control within our (the contractor's) ixganizatlon. for the fTlelt1od and frequency of 11!f)Orting and 1he distrl>uliorfof the f.Cll>()l1S; .ind • I Cl!fttfy that I d haiie a qlJlll'i,ed ~ Wll:tlii our (the .,.,C01 ... ltl'-ac10«.......,~a) o~ to exercis& such control. • 1 wlf erexfdi, 1'ett rtPP«t t ww1n nraeaue.,. r,ac le£tfpp 1144,,1 2·Adae., ,.,,,.,.,a W &gnatu~ s>f,b~ Pagetof1 oaie: _J.:....u.:....n_e;.._1.c:....st'-'-. -'2=0:;..c2;:;..1~ R ECEIVED J1..,N O 7 2021 CITY OF CARLSBAD BUILDING DIVISION Re',. 08111 DATE: June23,2021 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2021-1297 P~OJECT ADDRESS: 2701 Mateo Pl ✓• EsG1I A SAFEbu1lt Company SET: II PROJECT NAME: Addition to Blalock Residence □ APPLICANT □ JURIS. cg] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The 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 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. D The applicant's copy of the check list has been sent to: cg] EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: Mail Telephone 0 REMARKS: By: Abe Doliente EsGil (by: Email: Fax In Person Enclosures: 6/10/21 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 921 23 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: May 26, 2021 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2021-1297 PROJECT ADDRESS: 2701 Mateo Pl ✓• EsG1I A SAFEbu11t Company SET: I PROJECT NAME: Addition to Blalock Residence □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. C8J 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. C8J The applicant's copy of the check list has been sent to: MVW D EsGil staff did not advise the applicant that the plan check has been completed. C8J EsGil staff did advise the applicant that the plan check has been completed. Person contacted: MVW Telephone#: 760-535-8823 Date contacted: (by: ) Email: info@mvwcontractor.com Mail Telephone 0 REMARKS: By: Abe Doliente EsGil Fax In Person Enclosures: 5/7/21 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1 576 Carlsbad CBR2021-1297 May 26, 2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2021-1297 PROJECT ADDRESS: 2701 Mateo Pl FLOOR AREA: Addition -572 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: May 26, 2021 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/7/21 PLAN REVIEWER: Abe Doliente 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 CMC 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. , Carlsbad CBR2021-1297 May 26, 2021 PLANS 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. 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Signatures on the final sets of plans will be verified before they are approved. 3. Plans 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). Signatures on the final sets of plans will be verified before they are approved. FIRE PROTECTION 4 . Revise the location of the smoke alarms so that they are at least 3 ft away from the opening of the bathroom, per Section R314: STRUCTURAL 5. The plans indicate that special inspection will be provided. Please complete the attached City Special Inspection form. RESIDENTIAL GREEN BUILDING STANDARDS 6. Revise note for shower head on sheet 2 of the plans to show 1.8 GPM. Carlsbad CBR2021-1297 May 26, 2021 7. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1 . FIXTURE FLOW RA TES 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. 8. Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm@ 80 psi, or the shower shall be designed so that only one head is on at a time. CGC Section . 4.303.1.3.2. . 9. Note on the plans that landscape irrigation water use shall have weather or soil-based controllers. CGC Section 4.304.1. 10. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. 11 . Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan , per CGC Section 4.408.2. 12. 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. 13. 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. 14. 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. 15. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. Carlsbad CBR2021-1297 t May 26, 2021 16. 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. 17. 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. 18. 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. Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable 19. 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 20. When replacing or modifying the mechanical system: If applicable. o If more than 40' of new ductwork is installed in unconditioned space, HERS inspection is required for both existing and new duct sealing. o Replacement of mechanical equipment (air handler, condensing unit of an air conditioner or heat pump, cooling or heating coil, or the furnace heat exchanger) requires HERS inspection. o Note: The CF1 R-ALT-HVAC form may be submitted at the final inspection, it is not required at initial plan submittal. Carlsbad CBR2021-1297 May 26, 2021 MISCELLANEOUS 21 . 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. 22. 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 □ 23. 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 Abe Doliente at EsGil. Thank you. f • I ' Carlsbad CBR2021-1297 May 26, 2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 2701 Mateo Pl BUILDING OCCUPANCY: R3/U BUILDING I AREA I Valuation PORTION {Sq.Ft.) Multiplier Addition 572 169.50 Air Conditioning 572 5.39 Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance 1997 UBC Building Permit Fee :!"J 1 ·,u •;:1, 1997 UBC Plan Check Fee • I Type of Review: 0 Complete Review D Repetitive Fee ,.. Repeats Comments: □ Other □ Ho...-ly EaGil Fee PLAN CHECK#.: CBR2021-1297 DATE: May 26, 2021 Reg. VALUE {$) Mod. 96,954 3,083 100,037 0 Structural Only $409.251 Sheet 1 of 1 STRUCTURAL CA LCULATIONS Project: Designer: Engineer: Addition for: Sam Blalock 2701 Mateo Place Carlsbad, Ca. 92009 Kelly Drafting Service Schmit Engineering 1965 Rohn Rd. Escondido, Ca. 92025 (760) 703-3389 Code: 2019 California Building Code Date: March 16, 2021 TABLE OF CONTENTS Diagrams ......................................................... ! Building Loads ................................................... 2 Roof Framing ............................................. . Foundations ............................................... . Lateral Analysis .......................................... . CBR2021-1297 2701 MA TEO PL BLALOCK: 572 SF ADDITION > 1--0 2162513400 5/5/2021 CBR2021-1297 1 SCHMIT ENGINEERING STRUCTURAL DESIGN nus te..coFJlfc 'T '. ) e_ f'J 1CIJ tJ , -I ... 'F' ui r,:: H-c Project A 2.Al,CfCJL @OO?~uJ By IS Date ¾:.1 Sheet No. L Of __ Subject 3'.)J R; 4Z@m JobNO. __ -@ -® -® SCHMIT ENGINEERING STRUCTURAL DESIGN 61....d~ LJJAO.s: /ifwu~ Tc TR.Ln,.:;!:./~ TJIX Tnl$C... DL..z B..c-'TP.JJs;~ /cu.. ~ /;.{':::;.,JL Cl2>i->>f£i '(71( sc., OL_-.. /JJ r::i tt.:s : >'-1 . 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O 1"'s-l Project __________ _ By ;TS Date½., Sheet No. L Of __ Subject 1..0m,..s JobNO __ PROPERTIES OF STRUCTURAL LUMBER 3 NOMINAL STANDARD AREA OF MOMENT OF SECTION SIZE DRESSED SIZE SECTION INERTIA MODULUS b (IN) d (S4S) A (IN 2) I (IN 4) S (IN 3) b (IN) d 2x4 l ½x3½ 5.25 5.359 3.063 2x6 l ½x5½ 8.25 20.797 7.563 2x8 1 ½X71/4 10.875 47.635 13.141 2 X 10 1 ½ X 9 1/4 13.875 98.932 21.391 2 X 12 1 ½ X 11 1/4 16.875 177.979 31.641 2 X 14 1 ½ X 13 1/4 19.875 290.775 43.591 4x4 3½x3½ 12.25 12.505 7.146 4x6 3½x5½ 19.25 48.525 17.646 4x8 3 ½ X 7 1/4 25.375 111.148 30.661 4 X 10 3 ½ X 9 1/4 32.375 230.840 49.911 4 X 12 3 ½ X 11 1/4 39.375 415.283 73.828 4 X 14 3½x13½ 47.25 717.609 106.313 4 X 16 3 ½ X 15 ½ 54.25 1086.130 140.146 6x6 5½x5½ 30.25 76.255 27.729 6x8 5½x7½ 41.25 193.359 51.563 6 X 10 5 ½x9 ½ 52.25 392.963 82.729 6 X 12 5½x ll ½ 63.25 697.068 121.229 6 X 14 5 ½x 13 ½ 74.25 1127.672 167.063 6 X 16 5 ½ X 15 ½ 85.25 1706.776 220.229 6 X 18 5 ½ X 17 ½ 96.25 2456.380 280.729 8x8 7½x7½ 56.25 263.672 70.313 8 X JO 7½x9½ 71.25 535.859 112.813 8 X 12 7½x l l ½ 86.25 950.547 165.313 8 X 14 7½x13½ 101.25 1537.734 227.813 8 X 16 7 ½ X 15 ½ 116.25 2327.422 300.313 8 X 18 7½x17½ 131.25 3349.609 382.813 SCHMIT ENGINEERING STRUCTURAL DESIGN 12.,_C..VF Przfitrn1.Z : I f<J:t:T-f{]Zs, : Cm....l Fv Fl.L.._ f/rU;i,..._ 2)=' 3.iP ( l.&j-)-z.. (~ 5) /J'J,4,5 (1. t£ )2 I ~ I/ f I /IZ-"t.CJ I t :: Project __________ _ By .:J'!? Dot~? Sheet No.-:f_ Of __ Subject rRa .. ::r.xe.. .. (.;Jn..,~ I.eta -, 29_c..,-:... g1-_c::)-,e.s f IJJ~-I tq ~Oti (J'Z. "'u/1....) C. }(. "re,.,) 7,J'J,,,_3. .:i f?. (;C, '"'- 2...1-5 /1,,1 Job NO. __ SCHMIT ENGINEERING STRUCTURAL DESIGN :Seu( c .s) 2(1 .s) / 9o a I ' ). S ( '-·½) {3 eo) /r1~ s = J5o ('3..7<>fL1.s) /,ou ~ :2-). :5 ( 1.'1'%.)(3,;o) /)?U Project __________ _ --,;,::_ J / C. By ..J :::, Date _/2.:-_1 _ Sheet No_,, Of _ Subject __,,£.p.l.r=------Job NO. __ 1/J)z, 6)~2 -1/ (1'rz..) 1 S:) ~ Us C -1-X '8 of?{_' c. kJr?IL. On_ 6 X ~ 'Pr" /4 :J.. )'l;f)n_ <J7? I ClcL) '---~ I) 'JL-· 1-1 (1Z-~ 1' ½,) t-S c, -=-3 Su~ 4' ut!_.':> 2) •1 I ' '--J-It :. 2. ?01/, Z 3/:1'° .. Q/t'Xi i IY'J (.~ "!<f./ (,zw) L ;1 u) ~ 1. 1,ri ,,,_ US rn..~ t Sc; ., U 3:>C 1 X.<f. o,=,{_ ,. C... 6h-(,,:;;,<-~ OF~~_)_ SCHMIT ENGINEERING STRUCTURAL DESIGN rnr.i ,,..._ n-L.IJ..)W' f"C>l/ff lLJr:ns oJ Q.)J.l T 'F ii~; Project __________ _ By .:r3, Date :1/2.1 Sheet No. _f_ Of __ Subject fbY-v'On.n~s Job NO. __ T,.. 12.."'re"'z,..zo" ~> L=-Zx2ct= 40" "(b,,,.,z"' f r,tl,,l..W ~ ) Suu 'r'e:.) ( JJ['I,,) (_ 4%'2,,)"' 5i CJ.Jo -I'" I , SCHMIT ENGINEERING Projec· __________ _ STRUCTURAL DESIGN By ~-Dots-_,_ Sheet I\Jo. L Of __ Subject LP,fT?'",r--:f,_ Job NO. __ _ ) Jn /7Cil77J1-;-/CIJ f2 t;~,-;Cn.) Se S.s :: ). 00 l ~ {=cl.u! L..) Vl?-Lt:;i.J 1 u ~-rG'?I¾_ f=OV/.CIS 'P/ZS tc.J f'rlcJC.r:::;,:xJYIS:: 'Y.,, c~ w c~ "" sos. / c 12.1;1:) 1, " D ~2 1 Sc. Cqrc;, c;un r II .J=n~ ..I:).O 12\fu UN 0·1vcr. °Fn:C7llL n)oo J F I CP.--n w rn CSDri.__ C . s- --· -- S1 ~ O, '3 C.~J ._ ~, -=_ So,,.,~ - I S,t; J S m)<._ O ff S iw.J . CA1 t"Gon1 V -::. 0 . I I Z.:J W UJl.7·., LCJJQ"'?) 1•p '' ·cs-=-(5 ,731-·lc~:s /,.o)"-c,' ))2..J V:z O· 1) 2, W U·~4)" C), lo 4 ,::> uJ (~b"O .) .f2.. 1 Z:> lC:.. CA-[I:-i:a1r..7. JL I:= ?I' )?e, .s. v n.c: CA1G' G.c.fY\--? I t..._ 'C.., . _, __ • I . -~ fri O,ooz~e:;_ .K&-k::.2-1-·t...t-Y . ·K:."D,es Ku-=-l.D J(J_,o.es Y.2 )/CJ P?f?JJ 2.. J 2.::. O,c..P cS'-(o.est/.OJ {o.E, $) ( ]10) :::. 22, J 6 PcJ ,, _______ _,_j_r_,j • , .:. , , ""-l• J_,l-.--•--1 ••• .! ,,I • . , -• o> •-• N , • •• • • • • • • •• • ~ •• • • f ... 02-G. ~ t" z ~ Ci cp.; . c:; :2 O-e s ep,,,o_eo G Cp,' =-± o, ie F-::. z2.2e. Pd (o .e.s)c.o .eu) + ZZ.3,6 1J (±o.1e)-.. t s .2~ ± '4-:o'J. 17cJ=-/.), z.s .... d mJR-,,. (Vy-: L u40) ASCE. AMERICAN SOCIETY Of CML ENGINEERS Address: 2701 Mateo Pl Carlsbad, California 92009 Wind Results: Wind Speed: 10-year MRI 25-year MRI 50-year MRI 100-year MRI Data Source: Date Accessed: ASCE 7 Hazards Report Standard: ASCE/SEI 7-16 Risk Category: II Soil Class: D -Stiff Soil 96 Vmph 67 Vmph 72 Vmph 77 Vmph 82 Vmph Elevation: 221.8 ft (NAVO 88) Latitude: 33.08108 Longitude: -117.255575 ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1-CC.2-4, and Section 26.5.2 Tue Mar 16 2021 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI= 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. hltps://asce7hazardtool.online/ Page 1 of 3 Tue Mar 16 2021 8 ASCE. AMffil!'.AN SOCIETY Of CML ENGINEERS Seismic Site Soil Class: Results: Ss : s, Fa : Fv : D -Stiff Soil 1.001 0.363 1.1 N/A So, N/A TL : 8 PGA: 0.439 PGAM : 0.509 SMs 1.1 F PGA 1.161 SM, N/A 1. : 1 Sos 0.734 Cv : 1.3 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Tue Mar 16 2021 Date Source: USG$ Seismic Design Maps https://asce7hazardtool.online/ Page 2 of 3 Tue Mar 16 2021 JD I SHEAR WALL SCHEDULE (DF/L SILL PLATES) I Material Edge Allowable Shear Transfer Nailing Sill Plate Nailing Anchor Bolt Nailing 4, 6, 11 Shear (Top Plates) 8, 12 Soacing 1,9 3/8" Ply Str. I 8d@6" o.c. 280 #/ft 16d@ 6" o.c. or A35@ 16d@6"o.c. 5/8" cp @ 51" o.c. I 19.5" o.c. 3/8" Ply Str. I 8d@4" o.c. 430 #/ft 16d @4" o.c. or A35 16d @4" o.c. 5/8" cp @ 16" o.c. J 10 (a), 12.5" o.c. 3/8" Ply Str. I 8d @ 3" o.c. 500 #/ft 16d @ 3" o.c. or A35@ 16d @3" o.c. 5/8" cp @ 12" o.c. K 10 10.5" o.c. 3/8" Ply Str. I 8d@ 2.5" o.c. 640 #/ft 16d@2.5" o.c or A35 16d@ 2.5" o.c. 5/8" cp @ 21" o.c. L 5 (@ 8" o.c. (3x min. sill plate) 3/8" Ply Str. I 8d@2" o.c. 730 #/ft 16d@ 2" o.c. or A35 @ 16d @2" o.c. 5/8" cp @ 18" o.c. M 5 7" o.c. (3x min. sill plate) 1/2" Ply Str. I !0d @ 6" o.c. 340 #/ft 16d@ 5" o.c. or A35@ 16d@ 5" o.c. 5/8" cp @ 40" o.c. N I 5.5" o.c. 1/2" Ply Str. I 10d @ 4"o.c. 500 #/ft 16d @ 3" o.c. or A35@ 16d @3" o.c. 5/8" cp @ 14" o.c. 0 10 10.5'' o.c. 1/2" Ply Str. I 10d @3" o.c. 665 #/ft 16d @2.5" o.c. or A35 16d @2.5" o.c. 5/8" cp @ 21" o.c. p 5 (@ 8" o.c. (3x min. sill plate) 1/2" Ply Str. I 10d @ 2.5" o.c. 767 #/ft 16d @2" o.c. or A35@ 16d@2" o.c. 5/8" cp @ 18" o.c. 0 5 7" o.c. (3x min. sill plate) 1/2" Ply Str. I 10d@ 2" o.c. 870 #/ft 16d @2" o.c. or A35@ 16d @2" o.c. 5/8" cp @ 16" o.c. R 5 6" o.c. (3x min. sill plate) 1 Foundation sill plates to be pressure treated Douglas Fir / Larch #2 or better. Anchor bolts a minimum 1 0" in length@ 2x sill plates and 12" in length@ 3x sill plates ( 7" minimum concrete embedment). All fasteners in preservative-treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for zinc-coated fasteners shall be in accordance with ASTM A 153, or exception per CBC 2304.9.5. 2 Not used. 3 Not used. 4 Field nailing is 12" o.c. typically @plywood shear wall's. 5 Framing at adjoining panel edges and sill plate at foundations only shall be 3" nominal or wider and nails shall be staggered. 6 Use Common Nails at all plywood shear panels. 7 E.F.W. denotes entire face of wall. 8 Toe nailing for shear transfer is not allowed. 9 Use 3" x 3" x .229" minimum plate washers at sill plate anchor bolts. Sill plate washers must be located so that plate edge must not be more than ½" from sheathing for shear wall values exceeding 400 lb / ft. Slotted bearing plate is allowed in this application. 1 0 Framing at adjoining panel edges shall be 3" nominal or wider and nails shall be staggered. (Note: anchor bolt spacing has been reduced by 50%). 11 Periodic special inspection is required for wood shear walls, including nailing, bolting, anchoring and other fastening to components where fastener spacing is 4" o.c. and closer. 12 Use Alt. H I Clips at each truss in lieu of A35 Clips or 16d for Shear Transfer Nailing at Top Plates. At roof truss conditions only. SCHMIT ENGINEERING STRUCTURAL DESIGN L u.Jr:: ~ ~ fi; z .112:> '¥''-I ( 31-¾.. +z.) (16.'):, Fe., -z J 5 _cJ f"'S I ( 6 '1 · ¾J ( ,. 2 ~) =- z.r /,,J-)~ to1/b :: 2. 7ol ec;-s" 10 z..c:/ Uo1r:i " IC '2.12.l ,,/2,t.. ~ ... 12> 0 t ~'o1C1 Vt1L1Fr =-lGZD C,/4 ).:: z1-2:.u· L JJJG F: Fs 2.. z. 7..J (1?. ?'z..J C?~) -= J010 ,. fu-Js. o (<1-z ½_) (7-s)-= 2,? s' Vl.f 2 z_c,? 5 I t:J ;::. '.5 3 51/ Project _________ _ By J"? Date 3/ Z-J Sheet No.11_ Of Subject ~J'tL-Job NO. __ 7'e" fu G.J w/eJ~G''o/c.... U";.,:1 ... zc7 s /iz. s ~ 2147. e,.,;J , fL7 e.. 4 ''c.Jk lfr?t._1 r-r-z.c. 7 !>' (' /8 )"' ;1· O'J' o ' Jiou -c_ L l,J~ J4 , n,"" c ,?.3 ('1.·3/~-,z) c1 ,·):: ft;? ) 50 l_ I ~-o/'1..,) t C..215) ::. Vw · &1.1sA = 1 '-5~;,- ?J; ;, 2, e ,s/"f--· <J 7 7, 'ZJ5, ?7/<.V'-1/;)= Jo);, /Ji'"LJ rr.. 6 2> s-(. Y-,..) " 1 t 1.u· I, I, :Ye'· ~r -zri.) tJl8d& c/ol'- J:J0 11-L I ' SCHMIT ENGINEERING STRUCTURAL DESIGN Project _________ _ By I':::> Date t}'z, Sheet No. IZ-Of _ Subject L~ Job NO. __ L;;..rG 15 : (Ex) (mw) F)"" t.7~ [ .S½_ (3;.S) t ~~~ ~ 2..) (_sz.)] z. Zt..Co -t //7 s -3"'1' ss • Fw-: 15'.cJ C '% (_:,.o) .f 12·¼ (-;,,r:::,) J 2 i375 f e "tS.:, 1Zeo► V--0 -.::t-221:J·/ctor,)" 2ZZ 1/ Ja '' 'f'L'7 G~ ulrsJ..e...c.''cllc_ VYl01 :;. ·2Z ~ ( J) (_ 6) ~ J ;5) JO/,-( ~ -2 f:1 (~2 -Jt..) + 1 O (o )j J/2_ ~ t =-5'1CV ..... U-PL.1r-r :,_ )11 '3" ?-Jou-z.... )Ito ... br;t9C. m,a .. =-J 11 a ==> IYl"i::>'T> -u SJj(2..Q.f) ~,-0 ~ L lrl"G 77 : Fb 2-Z. ~ 3 ( 1~--x ➔ 2) l 5 2-) -:_ ) I '1 5 • fu"' / S.cJ ('Z·~) {).c.3', ~ e t.S~ ?rt,J 1' J;7s/e ~ l't'l Y. mor z JI,, s {_ z,) -z. ;,-4 o·u ''7 m(I...~ c 2.1 (_1i ·k) -r-1.:s~) J e ½ x t 2 S° 3C.D' U~up-r" So [:;.' /,f{)tJ -z_ Dr24c. mlfl-... ~ QI '7 5/1-7S) (e.z.,) 2. S-1-S • Yl'2 StS/,oe (l.1.l) ,, J, 6 ?-> 4-IGJ m,iJ ·10-F rt. )-s:! z.73 (Jr.)2 11 '/ ft,.;=-J-s .o (1..s) :: ; J z. 5 1 -- rcw..r.~ -.... / I 2 -,;; ( 3 t• S) )/e C. ) t,. 15" ) ~ ) J 1 o' n.-:, ) :?'i: o /I ()9 (1 . .u) ~ J, 3 ... _> )o-!G.d__ .m,~. ~ ~ s.r:"u.a: '-0 a- ~ N ....... 0 (,.) N (,.) )> -0 -0 -, 0 a5 Q_ 0 -, "Tl ru er -, o· ru ....... 5 · ::::, ~ ii" N @ 6 0 al ~ G) ~ ~ ~ "' cg· i .. :, ~ I"'- ['-, ~ ~ ~ / / 8 ~v / / Roof Truss Layout Blalock addition 2701 Mateo Place Carlsbad CA 92009 rn )> >< ::a (I) rn ---i )> z G) 30-00-00 V ->- / / ~/ µ ~ j ~ -~~ A01l ~ CBR2021-1297 2701 MA TEO PL BLALOCK 572 SF ADDITION 9)W -----~ G) - 2162513400 5/5/2021 CBR2021-1297 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY NOTICE TO BUILDING OFFICIALS. ARCHITECHTS, AND ENGINEERS: NON-STRUCTURAL DRAWING INTENDED FOR TRUSS LOCATION INFORMATION ONLY ~ -- 1---~____,__,'.!,LJ._--,-,.,,:l,l.J....L~~~=s.------,,d~~ 760-967-6171 10'1 .k>"8S fld, Dc__..UO. CA e.?Dea "'I! ~ cii ij lo~-,--• Truss Truss Type Qty Ply Blalock addition !10323-Roof A01G GABLE 1 1 Job Reference lootionall 8.320 s Dec 11 2019 M1Tek Industries, Inc. Tue Apr 13 14.23.34 2021 Page ID:3siWHiHRBxSRxy?d1 BVc66zR4vX-vHQR0Lt1 wf1 IJxaaOFuWrCnd8q47GghQECDYfjzR4 I 19-6-9 I 24-1-2 I 30-0-0 I Plate Offsets {X,Y)-- LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 • 5-10-14 5-10-14 3x4 ~ 5-10-14 5 10 14 10-5-7 4-6-9 200[12 10-5-7 469 -- 15-0-0 4-6-9 15-0-0 469 -- 4x4 = 4-6-9 4-6-9 5-10-14 19-6-9 469 --24-1-2 4 6-9 3x4 .::o 30-0-0 5 10 14 - [1 :0-9-1 ,0-0-41, [3:0-2-0,0-0-41, [3:0-4-0,0-5-8], [4:0-2-0,0-0-0], [4:0-2-0,0-0-0] 15:0-4-0 0-5-81 15:0-2-0 0-0-41 119:0-1-9 0-1-01 128:0-1-9 0-1-01 SPACING-2-0-0 CSL DEFL. in (lac) I/defl Ud PLATES GRIP Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a -n/a 999 MT20 220/195 Lumber DOL 1.25 BC 0.10 Vert(cn n/a -n/a 999 YES WB 0.05 0.00 8 n/a n/a Scale= 1 49 Rep Stress I ncr Horz(Cn BCDL 10.0 Code IBC2018/TPl2014 Matrix-S Weight: 168 lb FT=20% LUMBER- TOP CHORD 2X4 OF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF Std G OTHERS 2X4 OF Std G REACTIONS. All bearings 30-0-0. (lb) -Max Horz 1=-73(LC 13) BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance wnh Stabilizer Installation uide. Max Uplift All uplift 100 lb or less atjoint(s) 1, 7, 16, 15, 9, 8, 12 except 14=-101(LC 3), 10=-101(LC 3) Max Grav All reactions 250 lb or less at joint(s) 13, 11 except 1=331 (LC 35). 7=331 (LC 41), 16=490(LC 36), 15=469(LC 37), 9=469(LC 39), 8=490(LC 40), 12=399(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-12=-344/80, 2-16=-423/145, 3-15=-368/119. 5-9=-368/114, 6-8=-423/141 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 1-7-4 to 4-7-4, lnterior(1) 4-7-4 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, lnterior(1) 18-0-0 to 28-4-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face). see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fn between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 16, 15, 9. 8. 12 except 0t=lb) 14=101, 10=101. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 7, 16, 15, 9, 8, 12, 13, 14, 11, 10. 12) This truss is designed in accordance wnh the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 14) No notches allowed in overhang and O from left end and 0 from right end or 12" along rake from scarf. whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard ioL .---. Truss Truss Type Qty Ply Blalock addition !10323-Roof A02 SCISSORS 7 1 Job Reference (ootionall 8.320 s Dec 11 2019 MITek Industries, Inc Tue Apr 1314.23.36 2021 Page ID:3siWHiHRBxSRxy?d1 BVc66zR4vX-rfYCR1 uHSGHOYFjzWgw _ wdsvjda2kM PJiWifjbzR4 5-10-14 10-5-7 15-0-0 5-10-14 4-6-9 4-6-9 19-6-9 I 24-1-2 I 30-0-0 I 4-6-9 4-6-9 5-10-14 4.00[12 3x12 ~ 5-10-14 5-10-14 2x4 II Plate Offsets (X Y) 11 o·o 7 o o 3 91 I ----I -- LOADING (psi) SPACING- TCLL 20.0 Plate Grip DOL TCDL 14.0 Lumber DOL BCLL 0.0' Rep Stress I ncr 2.00[12 10-5-7 4-6-9 2-0-0 1.25 1.25 YES BCDL 10.0 Code IBC2018/TPl2014 LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G 3x4 -;:::;:. 4x4 ~ CSI. TC BC WB 15-0-0 4-6-9 0.54 0.84 0.93 Matrix-AS 5x5 = 4 10x14 MT20HS= DEFL. 19-6-9 4-6-9 in Vert(LL) -0.53 4x4 :::: (Ice) 1/defl 10 >683 24-1-2 4-6-9 Ud 240 PLATES MT20 30-0-0 5-10-14 Vert(CT) -1.8010-11 >200 180 MT20HS Horz(CT) 0.89 BRACING- TOPCHORD BOT CHORD 7 nla n/a Weight: 117 lb Structural wood sheathing directly applied. Rigid ceiling directly applied. Scale= 1·4a 3x12:::: GRIP 2201195 1651146 FT= 20% WEBS 2X4 DF Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=1320/Mechanical, 7=1320/Mechanical Max Herz 1 =-81 (LC 17) Max Uplift1=-150(LC 8), 7=-150(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-2095/302, 1-20=-6111/851, 20-21 =-6062/853, 2-21 =-6056/862, 2-22=-5298/746, 3-22=-5259/756, 3-23=-4140/581, 23-24=-4091/583, 4-24=-4090/592, 4-25=-4090/596, 25-26=-4091/588, 5-26=-4140/585, 5-27=-5259/751, 6-27=-5298/742, 6-28=-6056/865, 28-29=-6062/856, 7-29=-6111/854, 7-30=-2095/303 BOT CHORD 1-12=-778/5827, 11-12=-779/5835, 10-11=-632/5082, 9-10=-623/5082, 8-9=-782/5835, 7-8=-781 /5827 WEBS 4-10=-249/2281 , 3-11=0/342, 5-9=0/342, 2-11=-906/203, 3-10=-1183/245, 5-10=-1183/246, 6-9=-906/212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, lnterior(1) 3-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 18-0-0, lnterior(1) 18-0-0 to 30-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) The Fabrication Tolerance at joint 10 = 16% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 1= 150, 7=150. 10) This truss Is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) This truss has been designed for a moving concentrated load of250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Joti ' ;:, Truss Truss Type Qty Ply Blalock addition !10323-Roof B01G GABLE 2 1 Job Reference /ootionall 8.320 s Dec 11 2019 M1Tek lndustnes, Inc. Tue Apr 13 14.23.37 2021 Page I0:3siWHiHRBxSRxy?d1BVc66zR4vX-Jr6afNvwOaPtAPI94NROTrP5f14GT1CswARCG1zR4 -2-0-0 2-0-0 4.00[12 3x4 -::: sxs -::;; 4x4 ::::: 6-3-0 6-3-0 2x4 11 2.00[12 6-3-0 6-3-0 2x4 = 5x5 = 2x4 II 2x4 II 5x5 = Plate Offsets (X Y)--[2·0 5 0 0 2-131 [2·1-1-0 0-1-81 [4·0-5-0 0-2-131 [4·1-1-0 0-1-81 ' -. ' . ' ' ' ' ' ' LOADING (psf) SPACING-2-0-0 CSL DEFL. TCLL 20.0 Plate Grip OOL 1.25 TC 0.46 Vert(LL) TCDL 14.0 Lumber DOL 1.25 BC 0.20 Vert(CT) BCLL 0.0 * Rep Stress I ncr YES WB 0.06 Horz(CT) in (loc) 0.00 4 0.06 5 0.00 4 12-6-0 14-6-0 6-3-0 2-0-0 2x4 11 12-6-0 6-3-0 I/dell Ud nlr 120 n/r 120 n/a n/a 3x4 ~ 6x8 ~ PLATES MT20 GRIP 220/195 Scale= 1:27 BCDL 10.0 Code IBC2018/TPl2014 Matrix-S Weight: 56 lb FT= 20% LUMBER- TOP CHORD 2X4 OF No.1 &Bir G BOT CHORD 2X4 OF No.1&Btr G OTHERS 2X4 DF Std G BRACING- TOPCHORD BOT CHORD REACTIONS. (lb/size) 2=405/12-6-0 (min. 0-1-8), 6=568/12-6-0 (min. 0-1-8), 4=405/12-6-0 (min. 0-1-8) Max Horz 2=-40(LC 9) Max Uplift2=-136(LC 8), 6=-19(LC 8), 4=-145(LC 9) Max Grav2=448(LC 31), 6=568(LC 1), 4=448(LC 33) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=-424/191 NOTES- 1) Unbalanced roof live loads have been considered for this design. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -2-0-9 to 0-1 1-7, lnterior(1) 0-11-7 to 6-2-15, Exterior(2R) 6-2-1 5 to 9-2-15, lnterior(1) 9-2-15 to 14-6-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=136, 4=145. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 13) No notches allowed in overhang and 20000 from left end and 20000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard lot: . > Truss Truss Type ay Ply Blalock addition !10323-Roof 802 Scissor 8 1 Job Reference (optional) 8.320 s Dec 11 2019 M1Tek Industries, Inc. Tue Apr 1314.23.39 2021 Page ID:3siVll1-iiHRBxSRxy?d1 BVc66zR4vX-FEEK33wAIBfbPjSYBoThYGUTlrkFxsR90TwJKwzR4 -2-0-0 2-0-0 Plate Offsets (X Y)--[2·0-3-8 0-0-91 [4·0-3-8 0-0-91 I I I I LOADING (psi) SPACING-2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 14.0 Lumber DOL 1.25 BCLL 0.0 • Rep Stress Iner YES 6-3-0 6-3-0 6-3-0 6-3-0 CSI. TC 0.36 BC 0.30 WB 0.27 4x6 = 3 DEFL. in (loc) Vert(LL) -0.08 6-9 Vert(CT) -0.23 6-9 Horz(CT) 0.09 4 12-6-0 14-6-0 6-3-0 2-0-0 12-6-0 6-3-0 I/dell >999 >654 n/a Ud 240 180 n/a 3x5 :::c PLATES GRIP MT20 220/195 Scale= 1 26 BCDL 10.0 Code IBC2018/TPl2014 Matrix-AS Weight: 42 lb FT= 20% LUMBER- TOP CHORD 2X4 OF No.1 &Bir G BOT CHORD 2X4 OF No.1 &Bir G WEBS 2X4 OF Std G REACTIONS. (lb/size) 2=68910-3-8 (min. 0-1-8), 4=68910-3-8 (min. 0-1-8) Max Horz 2=-45(LC 9) Max Uplift2=-145(LC 8), 4=-145(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING- TOPCHORD BOT CHORD TOP CHORD 2-13=-651191, 2-14=-1674/358, 14-15=-1638/365, 3-15=-1632/374, 3-16=-16321373, 16-17=-1638/363, 4-17=-1674/356, 4-18=-651191 BOT CHORD 2-6=-255/1587, 4-6=-258/1587 WEBS 3-6=-361662 NOTES- 1) Unbalanced roof live loads have been considered for this design. Structural wood sheathing directly applied. Rigid ceiling directly applied. Milek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II: Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Ex1erior(2E) -2-0-9 to 0-11-7, lnterior(1) 0-11-7 to 6-3-0, Exterior(2R) 6-3-0 to 9-3-0, lnterior(1) 9-3-0 to 14-6-9 zone: cantilever left and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1 .60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=145, 4=145. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSIITPI 1. 9) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Jot: • • Truss Truss Type Qty Ply Blalock addition !10323-Roof 803 KINGPOST 2 2 Job Reference rootionan 6-3-0 8.320 s Dec 11 2019 MITek Industries, Inc. Tue Apr 1314.23.39 2021 Page ID:3siVVHiHRBxSRxy?d1 BVc66zR4vX-FEEK33wAIBfbPjSYBoThYGUPlrbbxiG9OTwJKwzR4 12-6-0 6-3-0 6-3-0 Scale= 1 :19 4x6 II 4.oo[T2 4 4x10 II 4x10 = 6-3-0 12-6-0 6-3-0 Plate Offsets (X Y) f1 ·O 1 14 O O 21 [3·0 1 14 O O 21 6-3-0 ' . . ' .. ' . . ' . . LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 4-8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.33 4-8 >446 180 BCLL 0.0 . Rep Stress Iner NO WB 0.92 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code IBC2018/TPl2014 Matrix-MS Weight: 94 lb FT = 20% LUMBER- TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 4-3-10 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=4258/0-3-8 (min. 0-2-7), 3=4258/0-3-8 (min. 0-2-7) Max Horz 1 =-33(LC 9) Max Uplift1 =-422(LC 4), 3=-422(LC 5) Max Grav 1=4549(LC 18), 3=4549(LC 17) FORCES. (lb) • Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-7226/611, 1-10=-8563/775, 2-10=-8518/786, 2-11 =-8518/786, 3-1 1=-8563/775, 3-12=-7223/608 BOT CHORD 1-4=-708/8141, 3-4=-708/8141 WEBS 2-4=-379/4952 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 -2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except fjt=lb) 1 =422, 3=422. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 11) Girder carries tie-in span(s): 30-0-0 from 0-0-0 to 12-6-0 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (pit) Vert: 1-3=-630(F=-610), 1-2=-68, 2-3=-68 BUILDING ENERGY ANALYSIS REPORT 0 T""" ~ ON PROJECT: "'3'"0 0') MN N T""" -Blalock Addition LO !:f2 NLO ~ 2701 Mateo Place <D I T""" ~ Carlsbad, CA 92009 N N 0 Project Designer: N ~ z 0 Kelly Drafting Service ...... ..J i= al 0) C. - 1505 Sth Upas St. N 8 0 ~o < Escondido, CA 92025 I W U.. ~ I-(/) 760-747-7216 N <t ~ 0 l() :i:~ ~~8 mo <l! u ,.._ ...J Report Prepared by: N co Douglas G. Williams WillCalc 2085 James Gaynor Street Fallbrook, CA 92028 760-846-6480 Doug@WillCalc.com JS ~ ... 0 Job Number: 21220 Date: 4/13/2021 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2019 Building Energy Efficiency Standards. This program developed by EnergySoft Software -www.energysoft.com. TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF1 R-PRF-01-E Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 13 HVAC System Heating and Cooling Loads Summary 17 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis GENERAL INFORMATION 01 Project Name 02 Run Title 03 Project Location 04 City 06 Zip code Blalock Addition Title 24 Analysis 2701 Mateo Place Carlsbad 92009 08 Climate Zone 7 10 Building Type Single family 12 Project Scope AdditionAlteration 14 Addition Cond. Floor Area (ft2) 696 16 Existing Cond. Floor Area (ft2) 1470 18 Total Cond. Floor Area (ft2) 2166 20 ADU Bedroom Count n/a -. . 22 Is Natural Gas Available? Yes I 1 r ' . ~ i fl·'',; ,,::•. ······ i:-.ff • I , COMPLIANCE RESULTS 01 Building Complies with Computer Performance . •.":'" .. . I . , I , ,•··t.. .. ___ ... - Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x 05 Standards Version 2019 07 Software Version EnergyPro 8.2 09 Front Orientation (deg/ Cardinal) 135 11 Number of Dwelling Units 1 13 Number of Bedrooms 4 15 Number of Stories 1 17 Fenestration Average U-factor 0.3 19 Glazing Percentage (%) 13.55% 21 ADU Conditioned Floor Area n/a ' . , •. \. " CFlR-PRF-0lE (Page 1 of 10) 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 Building does not incorporate Special Features ENERGY USE SUMMARY Energy Use (kTDV/ft2-yr) I Standard Design I Proposed Design I Compliance Margin I Percent Improvement Space Heating 2.66 2.99 -0.33 -12.4 Space Cooling 8.11 7.55 0.56 6.9 IAQ Ventilation 0 0 0 Water Heating 15.61 15.61 0 0 Self Utilization/Flexibility Credit n/a 0 0 n/a Compliance Energy Total 26.38 26.15 0.23 0.9 Registration Number: Registration Date/Time: HERS Provider: 221-P010068069B-000-000-0000000-0000 2021-04-13 14:37:48 CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis REQUIRED SPECIAL FEATURES Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY CFlR-PRF-0lE (Page 2 of 10) The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Building-level Verifications: . --None -- Cooling System Verifications: . Minimum Airflow . Verified Refrigerant Charge . Fan Efficacy Watts/CFM Heating System Verifications: . --None -- HVAC Distribution System Verifications: . Duct leakage testing ~·...,.· 0 ~ "='~~~ __ .,,,..; --· ---· -~ Domestic Hot Water System Verifications: ,;::-,-, ,j/ ' ' ' ' 11 ) ;,? -~),_ --None --I I ._ ,-'--' . '!, ~-J '. 1' 1\. ' . . : :j - BUILDING -FEATURES INFORMATION ' )- 01 02 03 04 OS 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Number of Bedrooms Number of Zones Number of Ventilation Number of Water Units Cooling Systems Heating Systems Blalock Addition 2166 1 4 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Addition Conditioned hvacl 696 8.5 DHW Sys 1 N/A Existing Zone Conditioned hvacl 1470 8.5 DHW Sys 1 N/A Registration Number: Registration Date/Time: HERS Provider: 221 • P01 0068069B·OOO·OOO·OOOOOOO·OOOO 2021·04·13 14:37:48 CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis OPAQUE SURFACES 01 02 03 04 OS 06 Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x 07 08 09 10 CFlR-PRF-0lE (Page 3 of 10) 11 Verified Existing Name Zone Construction Azimuth Orientation Gross Area (ft2) Window and Tilt (deg) Wall Exceptions Status Door Area (ft2) Condition Front Wall Addition R-13 ++ Wall 135 Front 106 16 90 none New n/a Left Wall Addition R-13 ++Wall 225 Left 142 40 90 none New n/a Back Wall Addition R-13 ++ Wall 315 Back 106 20 90 none New n/a Right Wall Addition R-13 ++ Wall 45 Right 382 26 90 none New n/a x Front Wall Existing Zone R-11 Wall 135 Front 400 93.5 90 none Existing No x Left Wall Existing Zone R-11 Wall 225 Left 78 0 90 none Existing No X Back Wall Existing Zone R-11 Wall 315 Back 400 118 90 none Existing No x Right Wall Existing Zone R-11 Wall 45 Right 16 0 90 none Existing No Existing» Existing Zone R-11 Walll n/a n/a Garage 178 17 n/a Existing No Roof Addition R-30 Roof Attic n/a n/a 696 n/a n/a New n/a x Roof Existing Zone R-19 Roof Attic n/a n/a 1470 n/a n/a Existing No ATTIC 01 02 03 04 OS 06 07 08 09 10 Name Construction Type Roof Rise Roof Roof Radiant Cool Roof Status Verified Existing (x in 12) Reflectance Emittance Barrier Condition Attic Addition Attic RoofAddition Ventilated 4 0.1 0.85 Yes No New n/a Attic Existing Zone Attic RoofExisting Zone Ventilated 4 0.1 0.85 No No Existing No FENESTRATION/ GLAZING 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 15 16 Width Height Area U-factor Exterior Verified Name Type Surface Orientation Azimuth Mult. U-factor SHGC SHGC Status Existing (ft) (ft) (ftz) Source Source Shading Condition 4040 XO Window Front Wall Front 135 1 16 0.3 NFRC 0.23 NFRC Bug Screen New n/a 6068 DR Window Left Wall Left 225 1 40 0.3 NFRC 0.23 NFRC Bug Screen New n/a Registration Number: 221-P0100680698-000-000-0000000-0000 Registration Date/Time: 2021-04-13 14:37:48 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 ' CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis FENESTRATION/ GLAZING 01 02 03 04 Name Type Surface Orientation 5040 XO Window Back Wall Back 3010 XO Window Right Wall Right (5) 2020 Window Right Wall Right 3010 XO Window Right Wall Right ' 8036 XO Window x Front Wall Front 3026 XO Window x Front Wall Front 12040 Window x Front Wall Front 6040 XO Window x Back Wall Back 8069 DR Window x Back Wall Back 8026 Xo Window X Back Wall Back 8026 Xo Window x Back Wall Back OPAQUE DOORS 01 02 Name Side of Building Front Door x Front Wall Door to Garage Existing » Garage Registration Number: 221-P0l 0068069B-0OO·OOO·00OOOOO·0OOO OS Azimuth 315 45 45 45 135 135 135 315 315 315 315 CA Building Energy Efficiency Standards• 2019 Residential Compliance 06 Width (ft) l 03 Area (ft2) 20 17 Calculation Date/Time: 2021-04-13T14:33 :08-07 :00 Input File Name: 21220 Blalock e+a+a.ribd19x CFlR-PRF-0lE (Page 4 of 10) 07 08 09 10 11 12 13 14 15 16 Area U-factor SHGC Exterior Verified Height (ft) Mult. (ft2) U-factor Source SHGC Source Shading Status Existing Condition 1 20 0.3 NFRC 0.23 NFRC Bug Screen New n/a 1 3 0.3 NFRC 0.23 NFRC Bug Screen New n/a 1 20 0.3 NFRC 0.23 NFRC Bug Screen New n/a 1 3 0.3 NFRC 0.23 NFRC Bug Screen New n/a Table Table 1 18 0.55 110.6-A 0.67 110.6-B Bug Screen Existing No 1 7.5 0.55 Table 0.67 Table Bug Screen Existing No 110.6-A 110.6-B 1 48 0.55 Table 0.67 Table Bug Screen Existing No 110.6-A 110.6-B 1 24 h 0.55 Table 0.67 Table Bug Screen Existing No 110.6-A 110.6-B 1 54 0.55 Table 0.67 Table Bug Screen Existing No 110.6-A 110.6-B 1 20 0.55 Table 0.67 Table Bug Screen Existing No 110.6-A 110.6-B 1 20 0.55 Table 0.67 Table Bug Screen Existing No 110.6-A 110.6-B 04 OS 06 U-factor Status Verified Existing Condition 0.5 Existing No 0.5 Existing No Registration Date/Time: HERS Provider: 2021-04-13 14:37:48 CalCERTS inc. Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis SLAB FLOORS 01 02 03 04 Name 2one Area (ft2) Perimeter (ft) Slab-on-Grade Addition 696 91 x Slab-on-Grade Existing Zone 1470 112 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 Construction Name Surface Type Construction Type --~--- R-13 ++ Wall Exterior Walls Wood Framed Wall ~,,} R-11 Wall Exterior Walls Wood Framed Wall R-11 Walll Interior Walls Wood Framed Wall Wood Framed Attic RoofAddition Attic Roofs Ceiling Registration Number: 221-P010068069B-000-000-0000000-0000 CA Building Energy Efficiency Standards -2019 Residential Compliance a • I Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x CFlR-PRF-0lE (Page 5 of 10) 05 06 07 08 09 10 Edge lnsul. Edgelnsul. Verified Existing R-value and R-value and Carpeted Fraction Heated Status Depth Depth Condition none 0 80% No New n/a none 0 80% No Existing No 04 05 06 07 08 Total Cavity Interior/ Exterior Framing Continuous U-factor Assembly Layers R-value R-value :: ! :~. f ;: ' ; ~ Inside Finish: Gypsum Board , Sheathing/ Insulation: R-4.2 Sheathing 2x4 @ 16 in. 0 . C. .. R-13 R-4.2 / R-4 0.052 Cavity/ Frame: R-13 / 2x4 Sheathing/ Insulation: R-4 Sheathing , . . Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board 2x4@ 16 in. 0 . C. R-11 None I None 0.11 Cavity/ Frame: R-11 / 2x4 Exterior Finish : 3 Coat Stucco Inside Finish: Gypsum Board 2x4 @ 16 in. 0. C. R-11 None/ None 0.099 Cavity/ Frame: R-11 / 2x4 Other Side Finish: Gypsum Board Roofing: 10 PSF (RoofTileAirGap) Tile Gap: present 2x4 @ 24 in. 0. C. R-0 None/ None 0.4 Roof Deck: Wood Siding/sheathing/decking Cavity/ Frame: no insul. / 2x4 Registration Date/Time: HERS Provider: 2021-04-13 14:37:48 Ca!CERTS inc. Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 02 Construction Name Surface Type Attic RoofExisting Zone Attic Roofs Ceilings (below R-30 Roof Attic attic) Ceilings (below R-19 Roof Attic attic) BUILDING ENVELOPE -HERS VERIFICATION 01 03 Construction Type Wood Framed Ceiling Wood Framed Ceiling Wood Framed Ceiling - 02 Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x 04 OS 06 07 Total Cavity Interior/ Exterior Framing R-value Continuous U-factor R-value 2x4 @ 24 in. 0. C. R-0 None/ None 0.4 2x4 @ 24 in. 0. C. R-30 None/ None 0.032 2x4 @ 24 in. 0. C. R-19 None/ None 0.049 '' . - 03 08 CFlR-PRF-0lE (Page 6 of 10) Assembly Layers Roofing: 10 PSF (RoofTileAirGap) Tile Gap: present Roof Deck: Wood Siding/sheathing/decking Cavity/ Frame: no insul. / 2x4 Over Ceiling Joists: R-20.9 insul. Cavity/ Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board Over Ceiling Joists: R-9.9 insul. Cavity/ Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board 04 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 Verified Existing Name System Type Distribution Type Water Heater Name (#) Solar Heating Compact HERS Verification Status Existing Water System Distribution Condition Heating System Domestic Hot Standard DHW Sys 1 Water(DHW) Distribution DHW Heater 1 (1) n/a None n/a Existing No System Registration Number: 221-P010068069B-000-000-0000000-0000 Registration Date/Time: 2021-04-13 14:37:48 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis WATER HEATERS 01 02 03 Heating Name Element Tank Type Type DHW Gas Small Storage Heater 1 WATER HEATING -HERS VERIFICATION 01 02 Name Pipe Insulation DHW Sys 1 -1/1 Not Required SPACE CONDITIONING SYSTEMS 01 04 OS 06 Tank Energy # of Units Vol. Factor or (gal) Efficiency 1 50 0.6-EF 03 Parallel Piping Not Required ·•· \;, s ~· .. , 't -, ' 02 03 . Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x 07 08 09 10 11 12 Tank Standby 1st Hr. Tank Location Input Rating Insulation NEEA Heat Pump or Pilot R-value Loss or Rating or Brand or Model or Ambient (Int/Ext) Recovery Eff Flow Rate Condition <= 75 n/a n/a n/a kBtu/hr 0 78 04 OS 06 07 Compact Distribution Compact Distribution Recirculation Control Central DHW Type Distribution Not Required None Not Required Not Required • I ; 04 OS 06 07 08 09 Required Verified Heating Unit Cooling Unit Distribution Name System Type Name Name Fan Name Name Thermostat Status Existing Type Condition Heating and cooling system Heating Cooling Air hvacl other Component Component HVAC Fan 1 Distribution Setback Altered No 1 1 System 1 HVAC -HEATING UNIT TYPES 01 02 03 13 Status Existing CFlR-PRF-0lE (Page 7 of 10) 14 Verified Existing Condition No 08 Shower Drain Water Heat Recovery Not Required 10 11 Heating Cooling Equipment Equipment Count Count 1 1 04 Name System Type Number of Units Heating Efficiency Heating Component 1 Central gas furnace 1 AFUE-80 Registration Number: 221-P010068069B-000-000-0000000-0000 Registration Date/Time: 2021-04-13 14:37:48 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis HVAC -COOLING UNIT TYPES 01 02 Name System Type Cooling Component 1 Central split AC HVAC COOLING -HERS VERIFICATION 01 03 Number of Units 1 02 Name Verified Airflow Cooling Component Required 1-hers-cool HVAC -DISTRIBUTION SYSTEMS 01 02 03 04 OS Duct Ins. R-value 04 Efficiency EER/CEER 11.7 03 Airflow Target 350 06 07 08 Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x OS 06 07 Efficiency SEER Zonally Controlled Mu lit-speed Compressor 14 Not Zonal Single Speed 04 OS Verified EER Verified SEER Not Required Not Required 09 10 11 12 13 14 Duct Location surface Area Duct HERS Verified Design Bypass Name Type Type Supply Return Supply Return Supply Return Duct Leakage Verification Status Existing Condition Air Air No Sealed Distributi Distributi Unconditioned Non-R-6 R-6 Attic Attic n/a n/a Bypass and on System Alterati No on attic Verified Duct Tested 1-hers-on System 1 dist Registration Number: 221-P010068069B-000-000-0000000-0000 Registration Date/Time: 2021-04-13 14:37:48 HERS Provider: CFlR-PRF-0lE (Page 8 of 10) 08 HERS Verification Cooling Component 1-hers-cool 06 Verified Refrigerant Charge Required 15 16 Existing New Ducts Distribution 40 ft system n/a n/a CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis HVAC DISTRIBUTION -HERS VERIFICATION 01 oz Name Duct Leakage Verification Air Distribution Yes System 1-hers-dist HVAC -FAN SYSTEMS 01 Name HVAC Fan 1 HVAC FAN SYSTEMS -HERS VERIFICATION 01 03 04 Duct Leakage Verified Duct Target(%) Location 5.0 Not Required oz Type HVAC Fan " . ,<·-i I I' -• ~-.-~-,, Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x OS 06 07 08 CFlR-PRF-0lE (Page 9 of 10) 09 Low Leakage Verified Duct Buried Ducts Deeply Buried Low-leakage Air Ducts Entirely in Design Ducts Handler Conditioned Space Not Required Not Required Credit not taken Not Required No 03 04 Fan Power {Watts/CFM) Name 0.45 HVAC Fan 1-hers-fan " -. ' -- f' t \ . -oz -~. <C , 03 -- Name ·-..t Verified Fan Watt Draw ., ' ' Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.45 Registration Number: 221-P010068069B-000-000-0000000-0000 Registration Date/Time: 2021-04-13 14:37:48 HERS Provider: CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2021-04-13 14:33:33 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE Project Name: Blalock Addition Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify t hat this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Douglas Williams Company: WillCalc Address: 2085 James Gaynor Street City/State/Zip: Fallbrook, CA 92028 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: Calculation Date/Time: 2021-04-13T14:33:08-07:00 Input File Name: 21220 Blalock e+a+a.ribd19x Documentation Author Signature: CJ)~QIJ~ Signature Date: cffic 2021-04-13 14:36:51 CFlR-PRF-0lE (Page 10 of 10) CEA/ HERS Certification Identification (If applicable): CEA R19-07-30022 (;lil#l\l••_;"W(-o/~-C_,li,111: IHillllll·IIIII-· · •ill-fl Phone: 760-846-6480 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, 3. calculations, plans and specifications submitted to the enforcement agency for approval with this bui@ng permit application. Responsible Designer Name: Responsible Designer Signature: ~'fl'R~ Guy Kelly ,r· \ ' 1.\ I ¾, . 'llo -~~ • ..: \,..;:·-_. ' i, -- Company: .... I, ; " _, Date Signed: '. < I Kelly Drafting service 2021-04-13 14:37:48 Address: License: 1505 South Upas Street City/State/Zip: Phone: Escondido, CA 92025 760-747-7216 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010068069B-000-000-0000000-0000 Registration Date/Time: 2021-04-13 14:37:48 CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Schema Version: rev 20200901 ■ . Easy to Verify at CalCERTS.com HERS Provider: CalCERTS inc. Report Generated: 2021-04-13 14:33:33 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Blalock Addition 4/1 3/2021 System Name Floor Area hvac 2,166 ENGINEERING CHECKS SYSTEM LOAD Number of Svstems 1 COIL COOLING PEAK COIL HTG. PEAK Heating Svstem CFM Sensible Latent CFM Sensible Outout oer Svstem 37,000 Total Room Loads 1,099 22,857 1,307 533 20,779 Total Outout /Btuh) 37,000 Return Vented Lighting 0 Outout (Btuh/saftl 17.1 Return Air Ducts 839 1,020 Coolina Svstem Return Fan 0 0 Outout oer Svstem 0 Ventilation 0 0 0 0 0 Total Outout IBtuhl 0 Supply Fan 0 0 Total Cutout /Tons) 0.0 Supply Air Ducts 839 1,020 Total Outout /Btuh/sqft) 0.0 Total Outout lsaft/Tonl 0.0 TOT AL SYSTEM LOAD 24,535 1,307 22,819 Air Svstem CFM oer Svstem 0 HVAC EQUIPMENT SELECTION Airflow (cfml 0 Goodman GMSS920403AN 0 0 37,000 Airflow /cfm/saft) 0.00 Airflow lcfm/Ton) 0.0 Outside Air 1%\ 0.0% Total Adjusted System Output 0 0 37,000 Outside Air /cfm/saftl 0.00 (Adjusted for Peak Design conditions) Note: values above aiven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heatina Peak) 34 °F 67 °F 105 °F -" ·I ~ c-I . l .T .. ""C Outside Air l .. o,-- 0 cfm Heating Coil 104 °F A ROOM 67 °F 68 °F --rnTI -I -- COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak) 83 / 67 °F 76 / 62 °F 55 / 54 °F i) ~[I_[[] -~ -l Outside Air ...-4 ,.. ~= ~ O cfm Cooling Coil 56/54 °F '~ 46.6% ROOM 76162 °F 75 / 62 °F -IT□.-... ]-I --- {cityof 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: Permit#: CBR2021-1297 Project Address: 2701 MATEO PL ------------------- Assessor's Parcel #: 2162513400 ------------------- Project Applicant: SAMMY BLALOCK (Owner Name) ------------------- Residential Square Feet: New/Additions: 542 Second Dwelling Unit: ------------------- Commercial Square Feet: New/ Additions: City Certification: City of Carlsbad Building Division Date: 06/24/2021 Certification of Applicant/Owners. 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 dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. D Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 [ZJ Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 ,."2. c<{ Phone: (760) 944-4300 x1166 [ZJ 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 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 applicabl school mitigation , etermined b the School District. The City may issue building permits for this pr: ject Signature of Authorized School District Offi Title: Jkc~V\-mV\t- ,Name of School District: 8V\C\V\\\t,\S \J\f\\QV\ Q;Y\\)0 \ Date: 7 / g / 2D2.I wmct PhoneQloO JCll\-4, cp., 01) Community & Economic Development -Building Division XI\\/J'3 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov f /2./ 17 {Cityof 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: Permit#: CBR2021-1297 ------------------- Project Address: 2701 MATEO PL ------------------- Assessor's Parcel #: 2162513400 Project Applicant: SAMMY BLALOCK (Owner Name) ------------------- Residential Square Feet: New/Additions: 542 e 12-1'1 /sf : I(, I 51.85 Second Dwelling Unit: ------------------- Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 06/24/2021 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of pe~ury 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 dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. D Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 [Z] Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 [Z] 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 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. Title: Signature of Authorized School District Official: Oo,'A-~- John Addleman ---+~:::_:...:-CE31(,81!::~~-----/-/~--- Director of Planning & Date: 7 g ~ 21 Financial Management Name of School District: Phone: 7 h Q-]51-'l1. ~/ Sao Olegulto Union Wlgh Scheel Dlllrtet -__ z L 1_ Community & Economic Development -Building Division X 55 ft 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.got,' 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 Ov.NER/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 Ov.NER/CONTRACTOR SHALL INSTALL ADDl110NAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY lliE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. All REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT lliE END OF EACH WORKING DAY WHEN lliE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OlliER 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. lliE CITY INSPECTOR SHALL HA VE lliE AUlliORITY TO ALTER llilS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE Willi CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNDWJJlGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (Bt.lPS) DURING CONS1R\JC110N AClll/lTIES TO 1HE MAXIMUt.l EXIDH PRACTICABl.E TO A 'IOID THE MOBIUZA TION or POLL UT ANTS SUCH ~ SEDIMENT AND TO A VOID THE EXPOSURE or STORM WATER TO CONSTRUCTION RUAlED POUUTANTS; ANO (2) ADHERE TO, AND AT All TIMES, COMPLY 'MTH THIS CITY APPROVED TIER 1 CONSTRUCTION SYIPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTII/ITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. c~~ d.-£ S,... owa 'f,/' OWNERS /&,iJER's AGENT NAt.lE (PRINT) o~s~ (SiCNAlURE) E-29 '7-1-~/ DATE STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP C6Jl7-0ll-1~2 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tiaddng Nor>S:>nnWaler Wasle Management ard Materials 8MPs Conlm!BMPs Ma,agement 8MPs Pollution Ccntrol BMPs .!i ,g g i c'. .., ;, .., C u g' C E C " .., !J C ~ ~ "' C i 6 C i ;; .5 'i5 "E .9-~ ::E g' 6~ "' { 1 .s ':, >, "' g-.s c' ., ., ] c'.3 ls~ ! 5 ~ Best Management Practice' ~ ID i--8:t C :s =~ ~ ~ ., ..,_ ., E ., .. "' C .s. 0 5 g., .., ., i ~ ~ ., ::E i v C C (BMP) Description ➔ .. ~ .. C g' ".s. ID e 5 ill::!. ag 0 ::::, ai ~ ~ = ~ 5~ ~ i 0 '3 ID Vl E ~ O:;:; "2~ ~~ .. C 0 :g~ I i ~e j "' N 0, ~~ ~ ~-S "'"' "E & 8 :5~ ~ .... E 11 1 -:, ,, g u ~:? ii 'i5 l; :a .., ~ ~g .! g iJ ·-6 .! ~ .2 ~6 .., C cc ~c C C ca 0 l j NC 3-~a iii !i's .. 6 f ls ~~ .51 O,,t VIC lit ii.!! o-0 00 V) VlO: ll. >o ::E V> ::E v, v>O :X:::E CASQ.\Oesq181ion ➔ ,._ cc "' ' .., ... "' .,, ,._ cc 0 N ' .., ,._ cc ' N .., .... "' .,, I I I ' I I I I I I ' ' I I I I I I I I I 0 0 0 0 l,l l,l l,l l,l l,l l,l l,l .... J!, I!, V, V, "' v> i i i i i i Coosln.dion AdMly .., .., .., .., V) :z z z z Gracfona/Soil Disturtance <l"renchinn/hcavotion ,; St=•nHino - Drilinn ll>orino Concrete/Asohalt Sawcuttina Concrete Flatwork Pavino Canduit/Pioe Installation Stucco /Mort or Wor1< Woste Oisnnsol Stooino It av Down Neo Enuioment Maintenance ond Fuelina Hazardous Substance Use /Stornne Dewaterina Site Access Across Dirt other liistl: Instructions: 1. Check the box to the left of all applicable construction acti-.ity (fnt column) expected to occur during construction. 2. located along the top of the Bt.lP Tobie Is a list of BMP's with it's corresponding California Stormwater Quality Association (CASOA) designation number. Choose one or more BMP-s )'OU intend to use during construction from the list. Check the box where the chosen actrilty row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen Bt.lPs and how to apply them ta the project. PROJECT INFORMATION SiteAddres.-1.. 10 I p,.oT't. f) pL Assessor's Parcel Number. "2../ 6 'L $ / 3 <( O 0 Emeryency Contact: Name: ~ $,,o"VJ.f.,.r 24 Hour Phone: 7 60 S:J $ '.'i 'i "1.,2 Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM ~LOW ~ ii ., E C) 8 t; C gg O::E cc I i Page 1 of 1 REV 11/17 ,... .~ City of Carlsbad DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Servi ce s Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I'm applying for: □ Grading Permit Project Name: 5AJJ\, · (}lAtOOl- Address: 2JD I mm~ fLfK-1!- .ef'Building Permit □ Right-of-way permit □ Other Project ID: _____ DWG #/CB# _____ _ APN Disturbed Area: _____ Ac Section 1: Determination of Project's SWPPP Tier Level (Check applicable criteria and circle the correspondina SWPPP Tier Level, then ao to section 2) Exempt -No Threat Project Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Table1 , section 3.2.2 of Storm Water Standards, the rof :i~;ii~::;;'•tx:;:;:::s::~:~:::::~~\:_ ::~?'i{: _ :::,'.::,~:=~M::,::.A,cay •• Tier 3-Significant Threat Assessment Criteria -(See Construction General Permit (CGP) Section 1.8)* □ My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, □ My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface or, □ My Project is associated with construction activity related to residential, commercial, or industrial development on lands currently used for agriculture; or □ My project is associated with construction activity associated with Linear Underground/overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching , regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation , pavement repair or replacement, stockpile/borrow locations. □ Other per CGP Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: □ Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Cartsbad Municipal Code); or, □ Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or • construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through Apr. 30). Tier 1-Low Threat Assessment Criteria ttl My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: • results in some soil disturbance; and/or • includes outdoor construction activities (such as roof framing , saw cutting, equipment washing, material stockpiling, veh icle fueling, waste stockpilina) SWPPP Tier Level Exempt Tier 3 Tier2 Tier 1 • Items listed are excerpt from CGP. CGP governs cntena for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 Rev. 2/16/16 • SWPPP Section 2: Determination of Project's Construction Threat Level Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction Level the corresponding Construction Threat Level, then complete the Threat Level signature block below) Exempt -Not Applicable -Exempt Tier 3 -High Construction Threat Assessment Criteria: M:i Project meets one or more of the following: D Project site is 50 acres or more and grading will occur during the rainy season □ Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High D Soil at site is moderately to highly erosive (defined as having a predomin ance of soils Tier3 with USDA-NRCS Erosion factors kf greater than or equal to 0.4) D Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30). □ Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium D All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 -High Construction Threat Assessment Criteria: M:i Project meets one or more of the following: D Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA □ Soil at site is moderately to highly erosive (defined as having a predominance of soils High with USDA-NRCS Erosion factors kt greater than or equal to 0.4) Tier2 D Site slope is 5 to 1 or steeper D Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1-Apr. 30). D Owner/contractor received a Storm Water Notice of Violation within past two years □ Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium D My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 -Medium Construction Threat Assessment Criteria: M:i Project meets one or more of the following: D Owner/contractor received a Storm Water Notice of Violation within past two years Medium □ Site results in 500 sq. ft. or more of soil disturbance Tier 1 D Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1-April 30) Tier 1 -Low Construction Threat Assessment Criteria Low ~ My project does not meet Tier 1 Medium Threat Assessment Criteria listed above I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as detennmed above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the stonn water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the pennit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. Owner/Owner's Authorized Agent Ncrne: Title: City Concurrence: Yes No {For City Use Only) Owner/Owner's Authorized Agent Signature: Date: By: Date: Project ID E-32 Page 2 of 2 Rev. 2/16/16 (c]tyof 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 help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) must be included with the building permit application. The Cansbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The ·-·'--"-•-··· .••. _., .1-•. -" .,_.,_,._ --_,.__., __ , , .• u •• --•-•"··•-•-,,... __ ,_, ___ , •• .·.·--• ,... __ ,_ r,.. •• ,.., ----"-··,-··-··· ,,... __ ,_ ... , Project Name/Building Permit No.: BP No.: PropertyAddress/APN: 2701 Y'Y)ATei> PL.-Al(. Ar1,r11 Zlh-2,,'j)-3'-/·00 Applicant Name/Co. ~ 'old{ YhVW CC>l\l';>T"JZ\X...T)u,J ApplicantAddress: l l"b y ,~iW!bQ f.5t-0.;p({)0 CA 9202.-Cf ConlactPhone: 71:/) 53> ~123 ContactEmail: I ':{rp .! HVW eo,-1T(l.Ad'l,tl, U'1 Contact information of person completing this checklist (if different than above): Name: Company name/address: t, 5w -.iOit>o cA-'(?oif' Contact Phone 7 1,0 ti./ '1 . 71-l ,( Contact Email: kf'ui (}f?,ArT)Nl-<: & P1A•L 'Cil"1 t.rJ 5'-5-2-1 Applicant Signature: __ -nv~/&~-~.,,c-~ ______ Date: _______ _ B-50 Page 1 of7 Revised 04121 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, ..._.,,it'-11'1V.ll1•liil) n--••1t,1111J • ·tlll!l!L Buildin Permit Valuation BPV ·~ -J ' _µ(Rllld1 Ill High-rise rnilfW-ulll building In which· at least 20'lf, of Its co11dllianed floor ~ aru is 1Nidel'1181 use □ New c:onllJuctlon 2A•, 3A•1 1B, 2B, 'Includes detached, newly ccnstructed ADU 4A', 38,4A __c;Y Additions and allarationa: □ BPV < $60,000 NIA NIA All residential additions and alterations -p 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' 1B, 4A' and significant site work and upgrades to structural and mechanieal, electrical, and/or plumbinsi svstems are proposed 0 Nwwwld•• □ New oonatruction 1B, 2B, 3B, 4B and 5 / D Alllislioos: □ BPV;, $200,000 or additions;, 1,000 1B, 5 square feet BPV;, $1,000,000 1B,28,5 Building alterations of;, 75% existing gross floor area - □ ;, 2,000 sq. ft. new roof addition 26,5 1B also applies if BPV;, $200,000 1.Energy~ Please refer to Carlsbad Municipal Code (CMC) fUUII and IUll,fl!O,and the California Green Building Slandartls Code (CAI.Green) for more information. Approp!iate details and !\Ole$ must be placed on the plans accotding to seledions chosen in the design. A. 0 Residentialaddltionoralteratlon~$60,000buHdlngpennitvaluation. □ NIA ________ _ Oelallsof881ectionchosllnbelowmustbeplacedontheplansreferencingCMC D Exception: Home energy srore ~ 7 ( attach certification) 18.30.190. Year Built Single-family Requirements Multi.family Requirements ff' Before 1978 Select one option: J;(' Altic insulation D Ductsealing D Allie insulation El'Coolroof =~ne option: ' D 1978 andlater ngpad<age D Water heating Package D Belwieen1978and1991 Select one option: D Ductsealing □ Attic insulation □Cooiroof D 1992 andlater Select one option: D Lightingpackage □ water heating package Updated 4/1612021 3 B. D Nonnisiclentiar new COll8lruction or alleralions 2: $200,000 building pennit valuation, or additions.: 1,000squarefeetSee-U.•and CALGreen Appendix AS D N/A AS.203.1.1Chooseone: D 1 Outdoorlighting D .2 Restaurantservicewaterheating(CEC 140.5) D .3Warehousedocksealdoors. □ .4 Daylight design PAFs □ .5 Exhaust air heat recover; □ NIA A5.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) D .90 Energy budget (ProjectswithindoorlightingANDmechanical) □ N/A AS.211.1" D On-site renewable energy: □ NIA AS.211.3~ □Green power. (ff offered by local utility provider, 50% minimum renewable soun:es) □ NIA AS.212.1 D Elevatorsandescalators: (Project with more than oneelevatorortwoescalators) D NIA AS.213.1 □Steelframing: (Provide details on plans for options 1-4chosen) □ N/A • Includes hotels/motels and high-rise residential buildings --------- "Foralterations~$1,000,000BPVandaffeding> 75%exislinggrossfloorarea,ORalterationsthatadd2,000squarefeetofnewroofaddffion:comply with CUC 1&30.130 (section 2B below) instead. 2. Photovoltaic Systems A. D Resldenllal new construcllon (for low-f1se resklen1lal building pennlt applications submitted after 1/1/20~ Refer to 2019 Calltomla Eneigy Code section 150.1(c)14 for requirements. If project includes installation of an elec1ric heat pump water heater pursuant to CAP section 3B below flow-rise residential Water Heating), increase system size by .3kWdc If PV offset option ls selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets ~ necessary) r--, I A . Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) "Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calwlated size, please explain. kWdc Exception □ D □ D B. 0 Noruesidential .-construction 0( a11111atlone ~1,000,000 BPV ANO affecting 2:75'.4 existing floor na, OR addition that,_ roof area by ~.ooo square fuel. Please rafal' to•-• when completing this section. 'Note: This section also appliea to high-rise 198idential and ho1ellmo1al building&. Choose one of the following methods: □ Gross Floor Area (GFA)Method GFA: D If< 10,000s.f. Enter:5kWdc Min.SystemSize: D If.: 10,000sf. calculate: 15 kWdcx (GFN10,000) •• kWdc ••Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/2021 4 D Time-Dependent Valuation Method AnnualTDVEnergyuse:••• ______ .x .80= Min. system size: ____ --'kWdc -Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A D Residential and hoteUmotel new construction. Refer to Cllei1-1fl when completing this section. Provide complete detail& on the plans. D For systems serving individual dwelling units choose one system: □ Heat pump water heater ANO Compact hot water distribution ANO Drain water heat recovery (low-rise residential only) o Heat pump water heater ANO PV system .3 kWdc larger than required in CMCc11.-1ao (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 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 CMCctl.30.150(8) (high-rise residential, hotel/motel) or CMG.1.L30,1~ (low- rise residential) □ Solar water heating system that is either: D .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery D Exception: B. D Nonresidential new construction. Refer to CIIC flU!l.ffl when completing this section. Provide complete details on the plans. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Water heating system is (choose one): □ Heat pump water heater D Electric resistance water heater( s) □ Recovered energy □Solar water healing system with .40 solar savings fraction □ Exception: It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. Updated 4/16/21 5 4. Electric Vehicle Charging A. 'gi Residential New construction and major alterations• Please refer to C11C 11.21,MI when completing this section. )"l. One and two-family residential dwelling or townhouse with attached garage: '%1 One EVSE Ready parking space required D Exception : D Multi family residential· -D Exception · Total Parking Spaces EVSE Spaces Prooosed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" calculations: Total EVSE spaces= .1 OxT otal parking spaces proposed (rounded uptonearestwholenurnber) EVSE Installed = Total EVSE Spacesx .50 (rounded up to nearest whole number) EVSEOlhermaybe "Ready" or "Gapable" *Major alterations are: (1 )foroneandtwo-familydwellingsandtownhouseswi1hattachecl garages, alterations have a building pennit valuation.?$60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation 2: $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. *ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. 8. D Nonrvsidential new conatruction (includes howlslmo1els) D Exception: ___________ _ Please refer to CMC t&.11, t■ when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) Other "Ready" T Other "Capable" I I Calculation-Refer to the table below· Total Number of Parkina Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces D 0-9 1 1 D 10-25 2 1 D 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 and 0'ill!f 10 percent of total 50 percent of Required EV Space& calculations: Total EVSEspaces =. 10x Total parking spaces proposed (rounded uptonearestwhole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest \\tlole number) EVSE other may be "Ready" or "Gapable' U pdatcd 4/16/2021 6 5. 0TtafllPOlfallon Demand ~(TDM>: Nonl'elldenllllONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projecls that meet a threshold of employee-generated AOT City staff will usethetablebelowbasedon yoursubmittedplansto detemlinewhirtherornoryourpermltrequiresa TDMplan. lfTDMisapplicableto your pem,it, staff will contact the applicantto develop a site-specific TDM plan based on the permit detafls. Acknowledgment: Employn ADT Estimation for Various Commercial Uses Use Emp ADTfor first 1,000 s.f. EmpADTI 1000 s.f., Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 , Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1 ()th Edition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to calculate employee ADT • Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration S1mRl1 calculation&; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee AOT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf 11,000 x 4.5) + 8 = 46 Employee ADT I acknowledge lflat the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my pennit require a TDM plan and underatandthatan approved TOM plan is a condition of pennitissuance. Applicant Signature: > ~ Date: 5 ·.<;·2f "-1son other than App/leant to be contacted for TDM compliance (ff appllcable): Name(Printed) 6tr-/ )<fl-VI PhoneNumber 7(,o 1'-/7 · 7216 EmaiAddress l<Wi 01¼f11,Jt < Gf1'111/t.. , U?JM Updated 4116/2021 7