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2747 ARGONAUTA ST; ; CB162888; Permit
rrrrrrrr City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 10-07-2016 Residential Permit Permit No: CB162888 Building Inspection Request Line (760) 602-2725 Job Address:2747 ARGONAUTA ST CBAD Permit Type:RESDNTL Sub Type: 2DU Status: ISSUED Parcel No:2154100400 Lot #:0 Applied: 07/27/2016 Valuation:$81,570.00 Constuction Type: 5B Entered By: RMA Occupancy Group:Reference #:Plan Approved:10/07/2016 # Dwelling Units:0 Structure Type:Issued:10/07/2016 Bedrooms:0 Bathrooms:0 Inspect Area: Orig PC #:Plan Check #: Project Title:MURSALIN RES-ADD 489 SF 2ND DWELLING UNIT @ 1ST FLOOR-ATTACHED Applicant:Owner: MURSALIN EMRAN&GABRIELA MURSALIN EMRAN&GABRIELA 2745 ARGONAUTA ST 2745 ARGONAUTA ST CARLSBAD CA 92009 CARLSBAD CA 92009 619 933-2088 Building Permit $547.32 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $383.12 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $10.60 PFF (3105540)$1,484.57 Park in Lieu Fee $0.00 PFF (4305540)$1,370.38 Park Fee $0.00 License Tax (3104193)$0.00 LFM Fee $0.00 License Tax (4304193)$0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541)$0.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541)$0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $83.00 Renewal Fee $0.00 ELECTRICAL TOTAL $46.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $65.95 Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing InLieu Fee $0.00 Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Sewer Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $4.00 Fire Sprinkler Fees $0.00 Green Bldg Stands Plan Chk Fee $0.00 Fire Expedited PC Fees $0.00 TOTAL PERMIT FEES $3,994.94 Total Fees:$3,994.94 Total Payments to Date:$3,994.94 Balance Due:$0.00 FINAL AP R VAL Inspector:Date:Clearance: NOTICE:Please take NOTICE that approval of your project indudes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions."You have 90 days from the date this permit was issued to protest imposition of these fees/exactions.If you protect tl leflI,you must follow the protest procecires set forth in Government (Wk. Section 66020(a), and file the protest and any other reqt.ined irifu if;lion with the City Manager for processing in accordance with Carlsbad fanicipal Code Section 3.32.030.Failure to timely follcriN that procedure will bar any subsequent legal action to attack, review, set aside, vdd, or annul their imposition. You are I ityetly REP-ER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor plaiting, zoning, grazing or ether similar application processing or service fees in connection with this project.NOR DOES IT APPLY to any fees/exactions of which you have oreviousiv been given a NOTICE similar to this. or as to which the statute of limitations has Previously otherwise excited City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 10-07-2016 Permit No:SW160336 Job Address:2747 ARGONAUTA ST CBAD Permit Type:SWPPP Status:ISSUED Parcel No:2154100400 Lot #:0 Applied:07/27/2016 Reference #:Entered By:RMA CB#:CB162888 Issued:10/07/2016 Inspect Area: Project Title:MURSALIN 2ND DWELLING UNIT Tier:1 Priority:M Applicant:Owner: MURSALIN EMRAN&GABRIELA MURSALIN EMRAN&GABRIELA 2745 ARGONAUTA ST 2745 ARGONAUTA ST CARLSBAD CA 92009 CARLSBAD CA 92009 Emergency Contact: SERGIO FLORES 619 227-4944 SWPPP Plan Check $54.00 SWPPP Inspections $228.00 Additional Fees $0.00 TOTAL PERMIT FEES $282.00 Total Fees:$282.00 Total Payments To Date:$282.00 Balance Due:$0.00 FINAL APPROVAL DATE?,317 CLEARANCE SIGNATURE kg16— ,. ti HE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE:OPLANNING DENGINEERING 0 BUILDING [FIRE [HEALTH EJHAZINAVAPCD Building Permit Application Plan Check No.9 f6 iik,gi--- (._ City of 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value 179CarlsbadPh: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov Plan Ck. Deposit www.carlsbadca.gov gji.._Date 7/47A6 SWPPP JOB ADDRESS SUITEVSPACEVUNI APN '2 14 .'-' A.rig o n a 0 4 6. 41.Carlsbad 01 -2154 -100 -400 - CT/PROJECT #LOT#PHASE ##OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME g./5-.y hp -- .Cfr ql4STR• TYPE OCC. GROUP el?1 q-76.64 ..4./3 4- DESCRIPTION OF WORK:Include Square Feet of Affected Area(s) App 4..5ECO/rd De4 5-1;Ili 0 F 4 5..Fr,;-1 h P-ti 1I k...i"1 c.46-4 aod ioclA rain -) 4.-r-rAc46-01 re.Ey15.1,0.5 tic.s6.fie LI' EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLAC,AIR CONDITIO ING FIRE SPRINKLERS •"-J ;i'l 9 I•2.Fan; ly ini16 gikfvt:ly 636.300 1.//4 YESa.NOD YES NO IEI YESp NO APPLICANT NAME PROPERTY OWNER NAME ..- Primary Contact C.--(7—.1 '3/0 r--Lor-t2.Et./RA..."14 diabr:E•la rursali`r)-ADDRESS ADDRESS/240 Pas /4,93014 4p4.636.2145 Arlo/1304-a II • CITY STATE ZIP CITY STATE ,,ZIPCAAVislaG.e.?/q/0 rris bac((47.67200 1PHONEFAXPHONE /c/.227 Vq4/q A/A /7 q.3)--A/9"EMAIL EMAILcvargio:I 0r a.572.C y fria.;1.corn DESIGN PROFESSIONAL CONTRACTOR BUS. NAME . ''- .Y...,i ia F1-0 rc-.• ADDRESS ADDRESS/24to Pd 5F0 Magda 4p.4 63IIV /e4CITY-STATE ZIP CITY STATE ZIPC'%) /A VI 54 cAV •f/q/0 PHONE FAX PHONE FAXag2z74/94/4(Af/4 EMAIL EMAIL '24ter9 i a -I‘lior-C-S 7Z ..-`11.4 a ;.C.orv) STATE LIC. #STATE LIC.#CLASS CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant fora permit subjects the applicant to acivil penalty of not more than five hundred dollars ($500)). WORKERS'COMPENSATION Workers' Compensation Declaration: I hereby affirm under penally of perjury one of the following declarations: El I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.0 I have and will maintain workers' compensation,as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co.Policy No.Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less.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 one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. ..11:5 CONTRACTOR SIGNATURE 0 AGENT DATE OWNER -11.DALDER DECLARATION I hereby affirm that tam exempt from Contractor's Libense Law for the following reason:pI,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). wner 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 rty who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). exempt under Section Business and Professions Code for this reason: 1.I personally plan to provide the major labor and materials for construction of the proposed property improvement.DYes DNo 2.I (have / have not) signed an application fora building permit for the proposed work. 3.I have contracted with the following person (firm) to provide the proposed construction (include name address / phone/contractors' license number): 4.1 plan to provide portions of the work, but 1 hay ired the following person to coordinate, supervise and provide the major work (include name I address I phone I contractors' license number): 5.I will provide some of the work, but I have n acted ed) the following persons to provide the work indicated (include name / address / phone / type of work): \I e / •,lePROPERTYOWNER SIGNATURE 1 DAGENT DATE /I)---1 ...2.(41 YCOMPLETE THIS SECTION FOR NON -RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submita business plan, acutely hazardous materials registration form or risk management and prevent on program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. •CONSTRUCTION LENDING AGENCY 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 APPLICANT CERTIFICATION I certify thatIhave read the application and state that the above information is correct and that the information on the plans is accurate.Iagree to complywith all City ordinances and State laws relating to building construction. I hereby authorize representativeofthe City of Carlsbad to enter upon the above mentioned property for inspection purposes.IALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND l'ENSES 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 .S ' • • p and demolition or •truction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building •;der the provisionsof ;foe ..eshall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the dateof such permit or if the work authorized d:its suspended or abandoned at any time alter the work is commenced fora period of 180 days (Section 10E4.4 Uniform Building Code). AeSAPPLICANT'S SIGNATURE Aid DATE 7 -06.—I CPAginor TOP STOP:THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadcagov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#:(Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP:CONTACT (Listed above)OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB#MAIL TO:CONTACT (Listed above)OCCUPANT (Listed above) CONTRACTOR (On Pg.1)NO CHANGE IN USE /NO CONSTRUCTION MAIL/FAX TO OTHER: CHANGE OF USE /NO CONSTRUCTION .AAPPLICANT'S SIGNATURE DATE 1111161.111111111111110811Y PERMIT INSPECTION HISTORY.EPORT (CB162888) Permit Type:BLDG-Residential Application Date:07/27/2016 Owner:COOWNER EMRAN AND GABRIELA MURSALIN Work Class:Second Dwelling Unit Issue Date:10/07/2016 Subdivision: Status:Closed -Finaled Expiration Date:12/05/2017 Address:2747 Argonauta St Carlsbad, CA IVR Number:716053 Scheduled Actual Date Start Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Complete 11/03/2016 11/03/2016 BLDG-15 002421-2016 Passed Michael Collins Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No NOTES Created By TEXT Created Date Michael Collins Sheathing only.11/21/2016 11/14/2016 11/14/2016 BLDG-84 Rough 000815-2016 Failed Michael Collins Reinspection Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency 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 11/15/2016 11/15/2016 BLDG-13 Shear 001323-2016 Passed Michael Collins Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/17/2016 11/17/2016 BLDG-24 001514-2016 Failed Michael Collins Reinspection Complete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-34 Rough 001515-2016 Failed Michael Collins Reinspection Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/18/2016 11/18/2016 BLDG-84 Rough 001984-2016 Passed Paul York Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency 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 July 03, 2017 Page 1 of 3 PERMIT INSPECTION HISTORY REPORT (CB162888) Permit Type:BLDG-Residential Application Date:07/27/2016 Owner:COOWNER EMRAN AND GABRIELA MURSALIN Work Class:Second Dwelling Unit Issue Date:10/07/2016 Subdivision: Status:Closed -Fineled Expiration Date:12/05/2017 Address:2747 Argonauta St Carlsbad, CA IVR Number:716053 Scheduled Actual Date Start Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Complete 11/21/2016 11/21/2016 BLDG-16 Insulation 002141-2016 Failed Michael Collins Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency No NOTES Created By TEXT Created Date Michael Collins No access or contractor on site.11/21/2016 11/23/2016 11/23/2016 BLDG-16 Insulation 002687-2016 Passed Michael Collins Complete NOTES Created By TEXT Created Date Michael Collins No access or contractor on site.11/21/2016 12/05/2016 12/05/2016 BLDG-17 Interior 003778-2016 Failed Michael Collins Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No contractor on site. Work not completed.No 12/21/2016 12/21/2016 BLDG-17 Interior 006539-2016 Passed Michael Collins Complete Lath/Drywall NOTES Created By TEXT Created Date Michael Collins Shower 12/21/2016 01/05/2017 01/05/2017 BLDG-Electric Meter 008463-2017 Failed Michael Collins Reinspection Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/06/2017 01/06/2017 BLDG-33 Service 008650-2017 Passed Michael Collins Complete Change/Upgrade NOTES Created By TEXT Created Date Michael Collins EMR called in to Kim. Used 2745 Argonauts 01/06/2017 St. 06/23/2017 06/23/2017 BLDG-Final 027054-2017 Failed Michael Collins Reinspection Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Notice.No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 07/03/2017 07/03/2017 BLDG-Final 027671-2017 Passed Andy Krogh Complete Inspection July 03, 2017 Page 2 of 3 PERMIT INSPECTION HISTORY REPORT (CB162888)•;::„ Permit Type:BLDG-Residential Application Date:07/27/2016 Owner:COOWNER EMRAN AND GABRIELA MURSALIN Work Class:Second Dwelling Unit Issue Date:10/07/2016 Subdivision: Status:Closed -Finaled Expiration Date:12/05/2017 Address:2747 Argonauta St Carlsbad, CA IVR Number:716053 Scheduled Actual Date Start Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes July 03, 2017 Page 3 of 3 10/19/2016:11-BLDG-Ftg/Foundation/Piers Correction Required Completed By MC 1ST STOP.; 10/19/2016:11-BLDG-Ftg/Foundation/Piers Approval Completed By MC 2ND STOP; 10/31/2016:14-BLDG -Frame/Steel/Bolting/Welding Wrong Code Entered Completed By MC; 10/31/2016: 15-BLDG -Roof/Reroof Correction Required Completed By MC ; 10/18/2016: 21-BLDG-Underground/Under Floor Approval Completed By MC BATHROOM/KITCHEN WASTE.; 10/19/2016: 21-BLDG-Underground/Under Floor Approval Completed By MC 2ND STOP, BUILDING TO P.O.C. (City of Carlsbad N CORRECTIONTE COMMUNITY & ECONOMIC DEVELOPMENT (760) 602-2700 BUILDING DIVISION 1635 FARADAY AVENUE 1;DATE IC.)SC)TIME f:JOB LOCATION Aait .14. ;..:PERMIT NO.CB 62 5 027 SW t.(A c-1LS 12.-N.1°C-Vo r. '2 •FP-E^V u -e- Lit4E . • 4. AU-F4,4)ti-L t.L A , j ey2(112 FOR INSPECTION CALL (760) 602-2725.RE-INSPECTION FEE DUE?YES FOR FURTHER INFORMATION, CONTACT THE BUILDING DIVISION AT (760) 602-2700 If 141 's*(z)c)6Y-2-2 - 1 I ( BUILDING INSPECTOR NPDES I BMP —FOLLOW-UP INSPECTION DATE CORRECTION C City of Carlsbad NOTICE •COMMUNITY & ECONOMIC DEVELOPMENT (760) 602-2700 • BUILDING DIVISION 1635 FARADAY AVENUE DATE ot.'u:.TIME JOB LOCATION 21 4 7 AC4 PERMIT NO.CB to -2-E3b0.SW n-r-zt.t >.U.c51A S.,4igz. 1%' -gc.\-a-c-71...L—t •k‘` 00 -t—LL-a_TS kRa--}2k 1).(44 I:4-F. (.5117 3t 10 (, sapswouir2m 44-ff(.-7..4e6 -t-t)-FIE 4 12-•tisk((1 Ex) oe_A-1 Ne4.>(4-fri -t7. FA'• 6ke.41)(75 (vt.44A ?*.4-14F4._ 6.1. -A.50Lt -tt.i-icyr 6i1.0 Joi-c cp.;cr..c•ur-11-17 -4rr E;;Ag..._4c-136444 VAtAkry. FOR INSPECTION CALL (760) 602-2725.RE-INSPECTION FEE DUE?YES FOR FURTHER INFORMATION, CONTACT THE BUILDING DIVISION AT (760) 602-2700 141•i-exteNt'K 1 .x).2'111 BUILDING INSPECTOR NPDES /BMP —FOLLOW-UP INSPECTION DATE 4111014•1111111•11•11.11•••••=111111•11MO. Carlsbad 16-2888 10/3/16 EsGil Corporation In Partnership with governmentfor Building Safety DATE:10/3/16 APPLICANT JURIS. JURISDICTION:Carlsbad PLAN REVIEWER FILE PLAN CHECK NO.:16-2888 SET:II PROJECT ADDRESS:2745 Argonauta St. PROJECT NAME:2nd Dwelling Unit Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. X The plans transmitted herewith will substantially comply with the jurisdiction's building codes. The minor deficiencies identified below have been resolved and checked by EsGil staff ri The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information.The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. ri The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:Telephone #: Date contacted:(by:)Email: X REMARKS:NOTE: Location of the electrical panel shown on sheet A-1 of the approved plans from EsGil has been changed. The electrical subpanel may not be located inside a clothes closet. By:Chuck Mendenhall Enclosures: EsGil Corporation GA EJ MB PC 9/26/16 111111111101111111111ii mit EsGil Corporation In Partnership with Governmentfor Budding Safety DATE:16PLICANT JURIS. JURISDICTION:Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.:16-2888 SET:I PROJECT ADDRESS:2745 Argonauta St. PROJECT NAME:2nd Dwelling Unit Addition ri The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. ri The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. EX1 The check list transmitted herewith is for your information.The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sergio Flores e-mail H EsGil Corporation staff did not advise the applicant that the plan check has been completed. Z EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:Sergio Flores Telephone #: (619) 227-4944 rate cont,cted:LS (byra Email:sergioflores72@ymail.com ../felephone Fax In Person n REMARKS: By:Chuck Mendenhall Enclosures: EsGil Corporation GA 0 EJ MB 0 PC 7/28/16 9320 Chesapeake Drive, Suite 208 •San Diego, California 92123 •(858) 560-1468 •Fax (858) 560-1576 'Carlsbad 16-2888 8/5/16 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.:16-2888 JURISDICTION: Carlsbad PROJECT ADDRESS:2745 Argonauta St. FLOOR AREA:489 sf STORIES:one HEIGHT:11'-6" approx. per CRC REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION:ESGIL CORPORATION: 7/28/16 DATE INITIAL PLAN REVIEW PLAN REVIEWER:Chuck Mendenhall COMPLETED:8/5/16 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code,International Building Code,Uniform Plumbing Code, Uniform Mechanical Code,National Electrical Code and state laws regulating energy conservation,noise attenuation and access for the disabled.This plan review is based on regulations enforced by the Building Department.You may have other corrections based on laws and ordinance by the Planning Department,Engineering Department,Fire Department or other departments.Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2013 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC and 2011 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change.All items must be satisfied before the plans will be in conformance with the cited codes and regulations.Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process,please note on this list (or a copy)where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CarlSbad 16-2888 8/5/16 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2.Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 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 Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1.Note on the cover sheet of the plans An automatic residential fire sprinkler system shall be installed if the existing dwelling is equipped with automatic fire sprinkler system Section R313.2. a)Newly-created dwelling units that are attached to an existing non-sprinklered dwelling do not require fire sprinklers. 2.Walls separating units (party wall)in a duplex shall have a sound transmission class (STC) of not less than 50.CBC Section 1207.Show the location of and provide details of the listed wall assemblies, and indicate the listing agency and listing number for the tested ratings. 3. Wall assemblies separating units (party wall)in a duplex shall be of one-hour fire resistive construction. Provide details of the assemblies. Section R302.3. Such wall assemblies shall extend to the underside of the roof sheathing, where applicable. •ROOFING 4.Specify on the plans the following information for the roof materials, per Section R106.1.1: a)Manufacturer's name and product name/number. b)ICC approval number, or equal. •STRUCTURAL 5.Include on the plans min material specifications for the concrete, reinforcing steel, lumber and plywood and anchor bolts. •MECHANICAL 6.Specify on the plans the following information for the direct vent gas fireplace(s): Manufacturer's name/model number and ICC approval number, or equal. 7.Residential ventilation requirements per the energy Standards: Carlibad 16-2888 8/5/16 a)Mechanical whole house ventilation must be provided. Identify on the plans the fan providing the whole house ventilation (complete with CFM) on the floorplans. For additions 1,000 square feet or less, whole house ventilation is not required. b)All fans installed to meet all of the preceding requirements must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation). •ELECTRICAL 8.Show on the plan the amperage and location of the subpanel serving the added dwelling unit. •PLUMBING 9.Show the location and size of the water heater. 10.Provide a note on the plans: The control valves in showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves.CPC Sections 408, 409, 410. •RESIDENTIAL GREEN BUILDING STANDARDS 11.Expand the Green Code verifications found on the last page of the plans. Note 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. END OF PLAN REVIEW 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. The jurisdiction has contracted with Esgil Corporation 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 Chuck Mendenhall at Esgil Corporation.Thank you. ,. Carlsbad 16-2888 8/5/16 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION:Carlsbad PLAN CHECK NO.:16-2888 PREPARED BY:Chuck Mendenhall DATE:8/5/16 BUILDING ADDRESS:2745 Argonauta St. BUILDING OCCUPANCY:R3 BUILDING AREA Valuation Reg.VALUE ($) PORTION (Sq. Ft.)Multiplier Mod. dwelling unit 489 City Est 81,570 Air Conditioning Fire Sprinklers TOTAL VALUE 81,570 Jurisdiction Code cb By Ordinance Bldg.Permit Fee by Ordinance Iv $542.86 Plan Check Fee by Ordinance mr $352.86 Type of Review:CI Complete Review 0 Structural Only ['Repetitive Fee El Other Repeats Hourly Hr. @ * Es Gil Fee $304.00 Comments:In addition to the above fee, an additional fee of $43 is due (1/2 hour © $86/hr.) for the CalGreen review. Sheet 1 of 1 macvalue.doc + ---*111•110101YOMMIVOIMI 1101110.111•11111111110 :tiek PLAN CHECK Community & Economic tti s'Development DepartmentVCITYOFREVIEW1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE:417 (I b PROJECT NAME:(\Ai/0.641(A Secovtd.(Ditellinj PROJECT ID: PLAN CHECK NOCEA triresEr#:)ADDRESS:mei momatet st APN: VALUATION:g 5. - - 2001/APPLICANT CONTACT:Serj(vElvr-&572Gyryzii (• corY1 XThis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspe ction by the Construction & Inspection Division is required:Yes No x n For status from a division not marked below, please call 760 -602 -2719 This plan check review is NOTCOMPLETE Items missing or incorrect are listed on the attached checklist. Please resubmit ame nded plans as required. LAND DEVELOPMENT ENG. 1 760-602-2750 ...._ T — Chris Sexton Kathleen Lawrence 1 Greg Ryan 760-602-4624 760-602-2741 I 760-602-4663 Chris.Sexton@carlsbadca.gov p Kathleenlawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz I 'X Linda Ontiveros Cindy Wong 760-602-4675 760 -602 -2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov i Cynthia.Wong@carlsbadca.gov Dominic Fieri i 760-602-4664 1ILDominic.Fieri@carlsbadca.gov %,-.......,L. Remarks: INIONNIIIIIIIIIMIIIIIIIII orl'''.I"'CO.0 COCOAD..1..W --I,I A\-CZ -.-Orl<OrIc 07:I;g1 -"(.1z m -lo -i mm >a >m --,:-.0aa c2c -)7a0c)(7.0»0m0-..-m mmo or a -.-a -ir zci3O amoz <r-rn1 lj T r-P2 m c'm ,.;z-.4 x.c>(7)m 0 m 0)r-0 ° -<m -n )3 z m 2-_,z M mm -)).•mcm2o73=e...M KI(''1 \ZI 1;4 7>Al g -,''0 v.i'l E 1 0 1—=-1;JC-)(f)o mc)-73 -73 Ano 3.1±0 _..„735..r.=1...cf..r_ _._i 0 >o 73 xi )). 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'"Cl m if!-.-0 *------c-)OperationsXi'c Zi.-1:3 :3:c9)4 .Z--5-‘),';..q,-.NS-7 Potable Water/Irrigation 2.-K '.g `.2-•0 2_-.ID•o"D co°0 .-Z KF9-E ,3 P a ....)coo.NS-8 Vehicle and Equipment ;FR3-A S 0-.92..Cleaning ET T 94 c„..Z 2.2... 5 s Material Delivery andIS0WM-1g? 2 Storage W \-.‘11 i S 3 f°. WM-2 Material Use 1-o ar w C)*(33 0g Is 0.) C '-- )';cf\r) 0, 8 ,. VVM-3 Stockpile Management P-.K Spill Prevention and g':": P_' ,.1A5M-4 \\,,,ManagementCo n rol : ! Ik ,. `' :t 4N g .,mi_5 Solid WasteSS .7 ..-0 WM-6 Hazardous Waste ... Management=,;'-,'i -,-.).•;.,<:.•,C.:417)rn - C\(\ C WM-8 Concrete Waste Management '‘N °O 'ci.. cn PLANNING DIVISION #41 BUILDING PLAN CHECK Development Services Planning Division CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www.carlsbadca.eov DATE:8/1/16 PROJECT NAME: ATTACHED SDU PROJECT ID: PLAN CHECK NO: CB162888 SET#:ADDRESS:2747 ARGONAUTA ST APN: X This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required El Yes Z No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to:sergioflores72@ymail.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-4665 Chris Sexton Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov X Gina Ruiz ValRay Marshall Cindy Wong 760-602-4675 760-602-2741 760-602-4662 Gina.Ruiz@carlsbadca.gov ValRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Veronica Morones Linda Ontiveros Dominic Fieri 760-602-4619 760-602-2773 760-602-4664 Veronica.Morones@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks:SETBACKS: FY=25.9 (20'REQ'D W/SPACE IN FRONT OF GARAGE) SY=8.6' (8.4'REQ'D) RY=87'(UP SLOPE) COVER=LESS THAN 40% HEIGHT-13' (30'MAX AS 4:12 PITCH STATED ON PLANS) MINI MINI MiTek' MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re:06054-16 Fax 916/676-1909 Mursalin Res. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mission Truss Company. Pages or sheets covered by this seal:R48915572 thru R48915575 My license renewal date for the state of California is Lumber design values are in accordance with ANSI/IP'I section 6.3 These truss designs rely on lumber values established by others. 0.0ES S104/ <2<<S E00..-. cLs..c ->F(f) w C 75435 2 %Icc74) EXP. 03/31/2018 CIVIC 4,2p F CAOC)CLN.\ UP.ow November 8,2016 Eduard, Teodosescu IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use.Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1,Chapter 2. 2').4 -i c;•74.4L3-r4 6cr wa.a 92. ---.... .r 0 .1c.l.Truss Truss Type Qty Ply Mursalin Res. R48915572 06054-16 TO1GE GABLE 1 1 I Job Reference (optional)Scale =1:32.7 Mission truss,lakeside, ca 7.640 s Apr 19 2016 MiTek Industries, Inc.Mon Nov 07 13:34:47 2016 Page 1 ID: mSX3Z6T6h7K?efvn2D73AfzQpJJ-L1D?7ilScL3wAL6g7B1 iHy8Ny64Pwldr10A7(ZyLX06 -2-0-0 6-10-12 17-0-0 i 17 -6'0 I8 -1-4 I 15-0-0 1 i2-0-0 6-10-12 0-7-4 0-7-4 6-10-12 2-0-0 MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED 24"x12" GUSSET MEMBERS OR EQUIVALENT CONNECTION BY OTHERS.TO EACH FACE 3x10 II 3x6 II 3o10 /I214225 3 5.00 TI2— 2324"WIDE GUSSET 20 24"WIDE GUSSET ^TO EACH PAC El 24 1°1 19 TEACH FACE <'`.'7 :.....4 128 2is5 82Ei----ii u" 17r:1 mdi76 1 11\5x8 II 13 12 11 10 9 8 5x8 1 1.5x4 II 1.5x4 II0-3-8 BEARING CONNECT FOR 797 lbs.0-3 -8 BEARING CONNECT FOR 797 lb . THIS REPAIR IS FOR REDUCING THE BEARING,AS SHOWN. 1)ATTACH 1/2"PLYWOOD OR 058 GUSSETS (15/32"RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF THE TRUSS,AS SHOWN WITH (0.131"x2.5" MIN) NAILS PER THE FOLLOWING NAIL SCHEDULE:2x4'S -3 ROWS & 2x6 -4 ROWS:SPACED e 4" 0.C..NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2" O.C.SPACINGINTHETii)5.5.tEAksF_FENDDx_5.TthticE.______ 6-10-12 8-1-4 i 15-0-0 6-10-12 1-2-8 6-10-12 Plate Offsets (X,Y)—12:0-3-9,Edgel.[2:0-3-14,Edetel. (6:0-3-9,Edgel. (6:0-3-14,Edgel LOADING (psf)SPACING-2-0-0 CSI.DEFL.in (loc)I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL)0.00 6 n/r 120 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.33 Vert(TL)0.00 6-7 n/r 120 BCLL 0.0 *Rep Stress Incr YES WB 0.09 Horz(TL)-0.01 10 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix)Weight: 86 lb FT =0% LUMBER-BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or5-7-2 oc purlins. BOT CHORD 2x4 DF No.l&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing,Except: WEBS 2x4 DF Stud/Std G 4-0-11 oc bracing: 2-13,6-8. OTHERS 2x4 DF No.2 G REACTIONS.All bearings 15-0-0. (lb) -Max Horz2=46(LC 44) Max Uplift All uplift 100 lb or less at joint(s) 10,11 except 2=-1088(LC 27), 6=-1096(LC 38), 12=-100(LC 3), 9=-100(LC 3) Max Gray All reactions 250 lb or less at joint(s)13, 8 except 2=1245(LC 48), 6=1245(LC 47), 10=517(LC 58), 11=517(LC 55) FORCES.(Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-18=-2934/2925,18-19=-2539/2538, 19-20=-1607/1653,3-20=-1164/1229, 3-21=-287/384, 5-22=-293/358, 5-23=-1139/1214, 23-24=-1581/1638, 24-25=-2529/2567, 6-25=-2913/2926 BOT CHORD 2-13=-2723/2762,12-13=-1001/1022,11-12=-521/542,10-11=-312/333, 9-10=-521/542, 8-9=-1001/1022,6-8=-2723/2762 WEBS 5-10=-456/138,3-11 =-4561147 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=6.0psf;h=25ft; Cat.II;Exp B; enclosed; MWFRS 0.c).0FES SI 0A . (envelope) gable end zone and C-C Comer(3) -2-0-11 to 0-11-5, Exterior(2)0-11-5 to 7-6-0, Comer(3)7-6-0 to 10-6-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-Cfor members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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 <5)'.-.''''/ Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1..czL..1 Eup ‹o<4.c9 0.0 4.4) All plates are 3x4 MT20 unless otherwise indicated..-...1.....‘..kcs,6.)5) Gable requires continuous bottom chord bearing.-??J (.P ---"i(96) Gable studs spaced at 1-4-0 oc.Q C 75435 )rnWLucrrt7) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.CC 2::) 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0wide will EXP. 03/31/2018fit between the bottom chord and any other members.**9) A plate rating reduction of 20% has been applied for the green lumber members.AAin10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 10,11 except (jt=lb11 ::„ 2=1088, 6=1096,12=100, 9=100.-..."i --- 5.......woriv .. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6.'k -`OFCAL\C.°CL ....- 12) This truss has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads.November 8,2016Continued on page 2 ii A WARNING..Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 11111'Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback LaneSafety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Suite 109Citrus Heights, CA 95610 ......... •a Job Truss Truss Type 'Qty Ply Mursalin Res. R48915574 06054-16 T02GE SCISSORS 1 1 Job Reference (opeonel)Scale=1:33.2 Mission truss,lakeside, ca 7.640 s Apr 19 2016 MiTek Industries, Inc.Mon Nov 07 13:34A9 2016 Page 1 ID:mSX3Z61-Sh7K?eNn2D73Afz0pJJ-HQLIYOJjByJdPeG3Fb4AMNEjiwnWOCJBVKfEoRyLX04 -2-0-0 15-0-0 17-0-0 I I 6-10-12 7-6-0 I0 -1-4 I I 2-0-0 6-10-12 0-7-4 0-7-4 6-10-12 2-0-0 36"WIDE GUSSET TO EACH FACE Li 14 4 15 5 3 ,40.07 5.00 FIT 34 , TA4(//er74 e 3X6 „de ,0.1630"WIDE GUSSET 13Ill 30"WIDE GUSSET i•,,,1147 i7 ;40 EACH FACE ,.-T EACH FACE 12 •••80-in A01V Air ,4x8 II Axe 11_,,e.ro Aff."'s '1' to 8 1811-Zoit,...„40e.'1.5)(4 I I 1.5x4 I I "? n 2 4/--2.50 I12 fir.--- 4.41.6 ‘-- 'oi -....ig t.I"L,J.d 2 It.7.:7 th 1 0-3-8 BEARING CONNECT FOR 797 lbs.0-3-8 BEARING CONNECT FOR 797 lbs. THIS REPAIR IS FOR REDUCING THE BEARING,AS SHOWN. 1) ATTACH 1/2"PLYWOOD OR 059 GUSSETS (15/32"RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF THE TRUSS,AS SHOWN WITH (0.131"x2.5" MIN) NAILS PER THE FOLLOWING NAIL SCHEDULE:2x4'5 -3 ROWS & 2x6 -4 ROWS:SPACED e 4" O.C..NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2" O.C.SPACINGINTHE TRUSS.USE 2" MEMBER END DISTANCE. I 6-10-12 17-6-018-1-4 i 15-0-0 I6-10-12 0-7-4 0-7-4 6-10-12 Plate Offsets Y)--2:-6-0-3-•6-8 Edael f4:0-2-0.Edge].[6:0-6-8.Edge].[6:0-6-2.0-3-0] LOADING (psf)SPACING-2-0-0 CSI.DEFL.in (loc)1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL)0.00 6 n/r 120 MT20 220/195 TCDL 14,0 Lumber DOL 1.25 BC 0.22 Vert(TL)0.01 7 n/r 120 BCLL 0.0 *Rep Stress Ina YES WB 0.08 Horz(TL)-0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix)Weight: 70 lb FT =0% LUMBER-BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.l&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF Stud/Std G REACTIONS.All bearings 15-0-0. (Ib) -Max Horz 2=48(LC 44) Max Uplift All uplift 100 lb or less at joint(s)2,6 except 9=-607(LC 3) Max Gray All reactions 250 lb or less at joint(s) except 2=442(LC 59), 6=442(LC 63),8=712(LC 58), 10=712(LC 55) FORCES.(Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-244/265, 6-18=-221/258 BOT CHORD 2-10=-305/239, 6-8=-305/239 WEBS 5-8=-445/66, 3-10=-445/76 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=6.0psf;h=25ft; Cat.II;Exp B;enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-11 to 0-11-5, Interior(1)0-11-5to 7-6-0, Exterior(2)7-6-0 to 10-6-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) All plates are 3x4 MT2D unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)0 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.()FESS/0 ,,,7) A plate rating reduction of 20% has been applied for the green lumber members.'`'41 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb)(<.C)1.E Of) 9=607./-4-.4./.. - ,,,,...c°1 0,0 `kL..,,c‘09) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)9, 8, 10.CO ,,.\ZS)- :Z-.10) This truss has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the (5 Q C 75435 0 01 Top Chord, nonconcurrent with any other live loads.1-1-4 ill C IT1CLx11) This truss has been designed foratotal drag load of 360 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33)Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-0-0 for 24.0 plf.*EXP. 03/31/2018 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss......„,..* /•Asor A .... 7.OF CMg6 November 8,2016 •• MIMIAWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE.putDesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-139 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Suite 109Citrus Heights, CA 95610 I Job Truss Truss Type I Qty Ply Mursalin Res. R48915572 06054-16 T01 GE GABLE 1 1 Job Reference (optional) Mission truss,lakeside, ca 7.640 s Apr 19 2016 MiTek Industries, Inc.Mon Nov 07 13:34:47 2016 Page 2 lamSX3Z6TSh7K?efvn2D73Afzgp.1.1-L1D?7i1ScL3wAL6g761iHy6tly64Pwldr10A7jZyLX06 NOTES- 13) This truss has been designed for a total drag load of 360 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33)Connect truss to resist drag loads along bottom chord from 0-0-0 to 16-0-0 for 360.0 plf. 14) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. aweWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEM11-7473 rev. 10/03/2015 BEFORE USE.NutDesign valid for use only with MiTeldi connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design,Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing mirek"is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding thefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback LaneSafety Information available from Truss Plate Institute, 218 N. 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(3.*0 3.Q0 (.° .7'4 Eg I-z z 3-1 0 to o E1 S _g_.(D I Ki‘) =a)•a 75 Z --=04.WI04 I •••Z a.a)o cn . 6Ivco aa-<m 1- mc_._i 0 =_.ii 5 pi. iT3 2.=0 N)zm °-()E (T)5 o Z m--I 73 'co 0 5.X!2 *a)c_m 02 ir„,.—cif.0 m oD.7 o )4a,..cooErEto '79 Wil o-1 ,rzx0 4..CD ei),„M 0 0'-' 01 U) CD E ."-o_,,co x .Z coa)5 -I*01 a --4 -a)-o co o TOP CHORD-m..., rs.--------.—-50 W vP !...i's P N :-0TP50P7-4 P P :."54 r.•-P ty 0/>C/5'a)7:1 2,cD C 2 _El 0 0 2,Co .3 31 4.15.p 50 @a 0 gc 3.0 2-C)2'3:-0 0 9.fp. -.3 5.M S;3 3_71 a >.., -.z .a....co a _...0 0 _2.....„..3 a se.>3 co _.,a).2 .S CD a.'1.3 3 al 2.. .o 2 ‘.2 _co,.z>c..a j;g..-Q)2..-01 ....-0°.2 =8 9 .6 0.0 a =cr.2 .0-- 8 8-3 8 ="ma ..="D -; 8 3 3.g:* 3 ''.-.7»e.a a.'.ID Fl;07 g 2,,a .i1 ar.w ci Z.f.gEco ai P,ga),,.D .2 -9-2 8 (a a)--f fp 0 5 LAI .I - ..f E .5, C.g a a P-P- PD g .``3 q Z y'-.-- :1 T.5 9 12 0 m g;g ."‘r.2 g 2 R g.2.sl a.0 0 005' 'L':8 g 6"'2 .°' c'c..a g a a g-al 4.=CD '..ZC)e-D,rc.,,2 5 3„7°g-0(''3 Pd„1 E.a 5_'0--8 2 x .r.-.- 11=,2.crc .--c)cf.=a =. ..-.3 ..0 .3 ..-.5 5 Fa 0 5 ir.2:ir.0-`'Cr 2--0 m5'a -'@ 5F.E3 0 ga.a g...;-.9 .==J ....F.-...8 .2 ..-.-..-..st 2...02. 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H. S P 3 a °-.q --2.-s .e g --a 2 .5 cp co 0of8gEaH!';g ..s'g ..6.F.-.5 c a3.r.0 0'W 0 co 9,Nip -0 p+sE 9 .tea _.=6 m se 3 2.cr cy 40=<a 3 '.CO CD a C.1.2i 5 ..>C‘=(.71.CD a)7-iD,0.11 0 a 4.<.=i'S 0 2 Lo,g.2 -.6 '-.8D a --9,5.n 73*0-'''p,o.`-'2 g 3 0;-,2 2s Z0.c<fD 0 CD Cl) ....lei MiTek® MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re:06054-16 Fax 916/676-1909 Mursalin Res. The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mission Truss Company. Pages or sheets covered by this seal:R47861945 thru R47861949 My license renewal date for the state ofCalifornia is Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. t#404 C.)aC/h.elz 4 7o9„cs844 r op •,G ....4.496a °sofESS/04. Q..(01(-. 1 E00"4?,<,_ 4t..„.Q-vl'„b. 'is -I-(0 c)(p -i. <Jill.qo 1/43/041 0 Q C 75435 0 m T Lij C M,3 *EXP. 03/31/2018 * -.......-1'. ..644.;•.,„tre.•'‘..ii ••' ......:.I.L.......:---_;.-.;a Nth July 18,2016 Eduard, Teodosescu The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown.The suitability and use of this component for any particular building is the responsibility ofthe building designer, per ANSI/TPI 1. e/f /6ozgy- Job Truss Truss Type Qty Ply Mursalin Res. R47861945 06054-16 701 Common 4 1 Job Reference (ootionall mission truss,lakeside, ca 7.640 s Apr 19 2016 MiTek Industries, Inc.Fri Jul 15 0914:21 2016 Page 1 ID:mSX3Z6TSh7K?efvn2D73AfzapJJ-g515zMR_P?fGftUUlcCq1 OpsgX409sMhB65xRyxqyW I -2-0-0 i 5-0-0 I 7-6-0 I 10-0-0 I 15-0-0 I 17-0-0 I2-0-0 5-0-0 2-6-0 2-6-0 5-0-0 2-0-0 Scale =1:31.5 3x4 = 2.5x5 -=2.5x5 = 16 5 17 6 r'71 2 r(voi. 12 4.00 1: 13 1.5x4 II 15 14 3 Pi I 41 4 wil iii- ELT!18 1.5x4 II :19 Iii jissiasa._0 21 ..... 8.mig in 1;:sai.-k--9 6 11 10 3x4 =3x4 =1.5x4 II 1.5x4 II I 5-04 I 7-6-0 I 10-0-0 I 15-0-0 I5-0-0 2-6-0 2-6-0 5-0-0 Plate Offsets (X,Y)—12:0-2-5,Edftel. r5:0-2-0,Eddel.18:0-2-5,Eddel LOADING (psf)SPACING-2-0-0 CSI.DEFL.in (loc)l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL)-0.12 8-10 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.37 Vert(TL)-0.33 10-11 >533 180 BCLL 0.0 *Rep Stress Incr NO NA3 0.21 Horz(TL)0.04 8 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix)Weight: 55 lb FT =0% LUMBER-BRACING- TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 G REACTIONS.(lb/size)2=876/0-3-8, 8=876/0-3-8 Max Horz 2=38(LC 16) Max Uplift2=-21(LC 8),8=-21(LC 9) FORCES.(Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-1476/0, 12-13=-1424/0, 13-14=-1398/0, 3-14=-1379/0, 3-15=-1309/0, 4-15=-1280/0, 4-16=0/631, 5-16=0/647, 5-17=0/647, 6-17=-1/631, 6-18=-1280/0, 7-18=-1309/0, 7-19=-1379/0, 19-20=-1398/0, 20-21=-1424/0, 8-21=-1476/0 BOT CHORD 2-11 =0/1320, 10-11=0/1320, 8-10=0/1320 WEBS 7-10=0/286, 3-11=0/286, 4-6=-2007/0 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=6.0psf;h=25ft; Cat.II;Exp B; enclosed; MVVFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-11-7, Interior(1) 0-11-7 to 7-6-0, Exterior(2)7-6-0 to 10-6-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MVVFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. okoFESSIoiv 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) This truss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the ..((rE op 4(x.Top Chord, nonconcurrent with any other live loads.On `-ie8) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.k•)-- vig9 Lk(\0 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).-C-9.••CP '''''. CD Q C 75435 °V" 141 Ill a rrlLOAD CASE(S)Standard ce x 1)Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 EXP. 03/31/2018Uniform Loads (0)** Vert:1-5=-68, 5-9=-68, 2-11 =-20, 10-11 =-50(F=-30),8-10=-20 ...7- i'it•°FCALWC)ft.. July 18,2016 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED AlITEK REFERENCE PAGEMI-7473 rev. 10/03/2015 BEFORE USE.liltDesign valid for use only with MiTeke connectors.This design is based ony upon parameters shown. and is for an individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individualtrussweb and/or chord members only.Additional temporary and permanent bracing MiTeleisalways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and truss systems. see AMM/TP11 QuaMy Criteria,D511-89 and501 Balding Component 7777 Greenback Lane Safely Information available from TrussPlate Institute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314.Suite 109Citrus Heights, CA 95610 ---moreseessesse Job Truss Truss Type Qty Ply Mursalin Res. R47861946 06054-16 TOIAGE GABLE 1 1 Job Reference (optional) mission truss,lakeside, ea 7.640 s Apr 19 2016 MiTek Industries, Inc.Fri Jul 15 09:14:22 2016 Page 1 ID:mSX3Z6TSh7K?efyn2073AfrapJJ-81bTAiScQ17VVupSg107RMEx4k3swIc7VVvrreTtyzgyV I -2-0-0 I 3-9-0 I 7-6-0 I 11-3-0 15-0-0 I 17-0-0 I2-0-0 3-9-0 3-9-0 3-9-0 3-e-0 2-0-0 CONN.OF GABLE STUDS BY OTHERS.Scale =1:32.6 TOP CHORD NOTCHING ALLOWED IN AREAS WITH STACKED TOP CHORD ONLY; HOWEVER,NO TOP CHORD NOTCHING IS ALLOWED 4x10 II WITHIN 241'.OF THE HEEL JOINTS. NO PLATE NOTCHING IS ALLOWED 3x4 -.;---4 3x4 13 :44.00,__Fli- 37xio = 15 1610 17 i8 _ 7x150 3x4: ---' 20 62IIIIen.._To 1 —diCd111.11121111451VA ra7A: MiTo174IITA i74ril67 .417•7•7•7•767•7•7•7 .•71BMIs7era...1i I...•7. a7•74 67 .7 ..•74.74 .767•74 TA .7.6.76-ra.74slI0 la7a 3x4 =4x8 I I 8 4x8 I I 3x4 = 4x8 = I 7-6-0 I 15-0-0 I7-6-0 74-0 Plate Offsets (X,Y)-12:0-3-9,Edoe1. 12:0-5-2,Edoel.f6:0-3-9,Edoel.16:0-5-2,Edael LOADING (psf)SPACING-2-0-0 CSI.DEFL.in (loc)I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL)0.00 6 n/r 120 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.39 Vert(TL)-0.02 7 n/r 120 BCLL 0.0 *Rep Stress Incr YES WB 0.15 Horz(TL)0.00 8 n/a n/a BCDL 10.0 Code IBC2012J1P12007 (Matrix)Weight: 84 lb FT =0% LUMBER-BRACING- TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 G OTHERS 2x4 DF No.2 G REACTIONS.(Ib/size)2=363/15-0-0, 6=363/15-0-0, 8=872/15-0-0 Max Horz 2.36(LC 16) Max Uplift2=-48(LC 8), 6=-55(LC 9) Max Gray2=430(LC 31), 6=430(LC 35),8:=872(LC 1) FORCES.(Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-13=312/111, 13-14=-299/115, 3-14=-294/130,3-15=-25/314, 15-16=-14/328, 4-16=-14/376, 4-17=-18/376, 17-18=-18/328,5-18=-29/314, 5-19=-294/130, 19-20=299/115, 6-20=-312/111 BOT CHORD 2-8=-110/282, 6-8=-110/282 WEBS 4-8=509/116,5-8=598/141, 3-8=598/142 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf;BCDL.Opsf;h=25ft; Cat.II;Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Comer(3) -2-0-9 to 0-11-7,Exterior(2) 0-11-7 to 7-6-0, Comer(3)7-6-0 to 10-6-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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.(N9CCCWESS/0..,v45) Gable studs spaced at 1-4-0 oc.-..."<0..1 E OD <••6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4.-c)0.n le7) • 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 hq CL u q. fit between the bottom chord and any other members.-..)‘'' 8) A plate rating reduction of 20% has been applied for the green lumber members.CD C)C 75435 T.rnuiwcin9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2,6.ce X 10) This truss has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the E)(P. 03/31/2018 Top Chord, nonconcurrent with any other live loads.** 11) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss....... 1i^ 4'0FCAI-\F July 18,2016 I A WARNING -Verify design parameters and READ NOTES ON TIES AND INCLUDEDABMREFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 1111Design valid for use only with Mitek® connectors.This design isbased only upon parameters shown, andis for an individual building component. not atruss system. Before use. the building designer must verify the applicability of design parameters and properly incorporatethis design into the overall building design.Bracing indicated isto prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'isalways required for stability and to prevent collapse with possible personal injury and property damage.Forgeneral guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and truss systems. see ANSI/TP11 Quality Criteria,DS6-89and SCSIBuilding Component 7777 Greenback Lane Safety Information available fromTrussPlate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314.Suite 109Citrus Heights, CA 95610 ...... Job Truss Truss Type Qty Ply Mursalin Res. R47861947 06054-16 TO1GE GABLE 1 1 Job Reference (optional) mission truss,lakeside, ca 7.640 s Apr 19 2016 MiTek Industries, Inc.Fri Jul 15 09:14:23 2016 Page 1 1D:mSX3Z6TSh7K?efvn2D73AfzQpJJ-cU9r01TEBOFNVz1tbjfgvSTENTA8U5tf8VbBOKyxqyU • I -2-0-0 I 6-10-12 17 -8-0 /8-1-4i 15-0-0 I 17-0-0 I 2-0-0 6-10-12 0-7-4 0-7-4 6-10-12 2-0-0 CONN.OF GABLE STUDS BY OTHERS.Scale =1:32.6 TOP CHORD NOTCHING ALLOWED IN AREAS WITH STACKED TOP CHORD ONLY; HOWEVER,NO TOP CHORD NOTCHING IS ALLOWEDWITHIN24" OF THE HEEL JOINTS.3x4 = NO PLATE NOTCHING IS ALLOWED 3x6 "3x63214225 4.00 Fli 3x4 s--3x4 '----- 3x4 :-..--20 23 3x4 -'"--- 2194 18 25 5 2 6 to, 4 7 I;6 3x4 -=5x8 I I 13 12 11 10 9 8 5x8 II 3x4 = 1.5x4 II 1.5x4 II I 6-10-12 1 8-1-4 1 15-0-0 I6-10-12 1-2-8 6-10-12 Plate Offsets (X,Y)—12:0-5-2,Edoel. f2:0-3-9,Edge1.14:0-2-0,Edge1.16:0-3-9,Edgel.16:0-5-2.Edgel LOADING (psf)SPACING-2-0-0 CSI.DEFL.in (loc)I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL)0.00 6 n/r 120 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.46 Vert(TL)0.01 7 nit'120 BCLL 0.0 •Rep Stress Incr YES WB 0.05 Horz(TL)-0.02 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix)Weight: 78 lb FT =0% LUMBER-BRACING- TOP CHORD 2x4 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 5-3-3 oc purlins. BOT CHORD 2x4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing,Except: WEBS 2x4 DF No.2 G 3-9-6 oc bracing:2-13,6-8. OTHERS 2x4 DF No.2 G REACTIONS.All bearings 15-0-0. (lb) -Max Horz 2=-38(LC 38) Max Uplift All uplift 100 lb or less at joint(s)10,11 except 2=-962(LC 27), 6=969(LC 30),12=-103(LC 3), 9=-103(LC 3) Max Gray All reactions 250 lb or less at joint(s)13, 8 except 2=1083(LC 48), 6=1083(LC 47), 10=479(LC 58), 11=479(LC 55) FORCES.(1b)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2885/2901, 18-19=-1803/1786, 19-20=-1545/1640, 3-20=-1151/1232, 3-21=-264/341, 5-22=-277/350, 5-23=-1132/1233, 23-24=-1534/1651, 24-25=-180211816, 6-25=-2867/2903 BOT CHORD 2-13=-2720/2777, 12-13=-1046/1037,11-12=-566/557, 10-11=-357/348, 9-10=-566/557, 8-9=-1046/1037, 6-8=-2713/2777 WEBS 5-10=-416/134, 3-11=-416/135 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=6.0psf; h=255; Cat.II;Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Comer(3) -2-0-9 to 0-11-7, Exterior(2) 0-11-7 to 7-6-0, Comer(3) 7-6-0 to 10-6-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MINERS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 okoFESSok3) Truss designed for wind loads in the plane of the truss only.For studs exposed to wind (normal to the face), see Standard Industry ‘(5)I EOh SON3) End Details as applicable, or consult qualified building designer as per ANSI/TPI 1....t t...ct,S) —04'4.04) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc.Ce)., NPC6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Q C 75435 0 MIliLurTI7)'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 ce xj frt between the bottom chord and any other members.EXP 018 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)10,11 except (jt=lb) 2=962, 6=969, 12=103, 9=103.0). 10) This truss has been designed for a moving concentrated load of 250.011)live located at all mid panels and at all panel points along the '"ift .4kN'N' Top Chord, nonconcurrent with any other live loads.OFCAt0‘). 11) This truss has been designed for a total drag load of 360 Of. Lumber DOL=(1.33) Plate grip DOL=(1.33)Connect truss to resist drag loads along bottom chord from 0-0-0 to 15-0-0 for 360.0 pt.July 18,2016 dadatge1519.*gbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 1 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE5111-7473 rev. 10/09/2015 BEFORE USE.IIIIDesign valid for use only with MiTeke connectors.This design is based only upon parameters shown, andis for an individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overallbuilding design.Bracing indicated isto prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'is always required for stability and to prevent collapse with possible personal injury and property damage.Forgeneral guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and truss systems. see ANSI/TPIl Quality Cdteda,DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available fromTruss Plate Institute. 218N.Lee Street. Suite 312. Alexandria. VA 22314.Suite 109Citrus Heights, CA 95610 imermirima Job Truss Truss Type Qty Ply Mursalin Res.R47861947 06054-16 TO1GE GABLE 1 1 Job Reference (optional) mission truss,lakeside, ca 7.640 s Apr 19 2016 MiTek Industries, Inc.Fri Jul 15 09:14:23 2016 Page 2 ID:mSX3Z6TSh7K?efvn2D73AfzQpJJ-oU9r01TEBOFNW1tbjfgySTENTA8U5tt8VbBOKyxqyU I A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE9111-7473 rev. 10/03/2015 BEFORE USE.MIDesign valid for use only with Mire&connectors.Thisdesignis based only upon parameters shown. and isfor an individual building component. not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. isalways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication. storage. delivery. erection and bracing oftrusses andtruss systems. see ANSI/TPI1 Qualty Gillette,DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Intormalion available from Truss Plate Institute. 218 N.Lee Street. Suite 312. Alexandria. VA 22314.Suite 109Citrus Heights, CA 95610 ,--parisommo Job Truss Truss Type Qty Ply Mursalin Res. R47861948 r 06054-16 102 Scissor 11 1 Job Referenceloptional) mission truss,lakeside, ca 7.640 s Apr 19 2016 MITek Industries, Inc.Fri Jul 15 09:14:24 2016 Page1 ID:mSX3Z6TSh7K?efvn2D73AfzQpJJ-4gjDbNUsyKNE77c39FlAvSfOICAUZDVVDoN9KlYmyxqyT -2-0-0 I 3-9-0 7-8-0 I 11-3-0 I 15-0-0 I 17-0-0 I 2-0-0 3-9-0 3-9-0 3-9-0 3-9-0 2-0-0 Scale: 3/8'..1' 4x4 = 4 711 7S 2 9 10 8 4.00.11 -' 3 2.5x5 = 5x8 = 1..r. N1213 11 14 2.5x5 = 5 15 16 6 61 7 6 3x6 ----"-- =2.00 I12 3x6 I 7-8-0 I 15-0-0 I7-6-0 743-0 Plate Offsets (X.Y)—12:0-3-10.Edgel.f6:0-3-10,Edael LOADING (psf)SPACING-2-0-0 CSI.DEFL.in (loc)Wdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL)-0.12 6-8 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.64 Vert(TL)-0.46 6-8 >387 180 BCLL 0.0 •Rep Stress Incr YES WB 0.17 Horz(TL)0.20 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix)Weight: 62 lb FT =0% LUMBER-BRACING- TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 3-6-12 oc purlins. BOT CHORD 2x4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF No.2 G REACTIONS.(lb/size)2=796/0-3-8, 6=796/0-3-8 Max Horz 2=38(LC 12) Max Uplift2=-21(LC 8), 6=-21(LC 9) FORCES.(lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2280/0, 9-10=-2244/0, 3-10=-2226/0, 3-11=-1895/0,11-12=-1867/0,4-12=-1856/0, 4-13=-1856/0,13-14=-1867/0, 5-14=-1895/0, 5-15=-2226/0, 15-16=-2244/0, 6-16=-2280/0 BOT CHORD 2-8=0/2131, 6-8=0/2131 WEBS 4-8=0/819,5-8=-706/156, 3-8=-706/146 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=6.0psf; h=25ft; Cat.II;Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-11-7, Interior(1) 0-11-7 to 7-6-0, Exterior(2) 7-6-0 to 10-6-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MVVFRS for reactions shown; Lumber DOL=1.25 plate grip DOL=1.25 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.Opsf 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, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.Building designer should verify ?so fESs/04/capacity of bearing surface.(<9 1 EOD '*A..7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2, 6...q"c)0,n s-4- 8) This truss has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the AV Np....q - u<(%° Top Chord, nonconcurrent with any other live loads.0)..b.cil "3 L(:)C 75 4 3 5 09) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.(9 U-1 C Inccx EXP. 03/31/2018,..-**.404:5+..•-**-....,,,L.s !ii ......7.44,v.C9i.9-0 " c.OF CALk• July 18,2016 I A WARNING -Verify &Wan nominators and READ NOTES ON TIES AND INCLUDED MITEK REFERENCE PAGE8111-7473 rev. 10/03/2015 BEFORE USE. 11111Design valid for use only with Millek® connectors.This design isbased only upon parameters shown. and isfor an Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual trussweb and/or chord members only.Additional temporary and permanent bracing Mrrek'isalways required for stability and to prevent collapse with possible personal injury and property damage.Forgeneral guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPI1 QuaMyWade,DSIS-89 and BCSI Building Component 7777 Greenback Lane Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314.Suite 109Citrus Heiahts, CA 95610 Job Truss Truss Type Qty Ply Mursalin Res. R47861949 06054-16 TO2GE Scissor 1 1 Job Reference (optional) mission truss,lakeside, ca 7.640aApr 19 2016 MITek Industries, Inc.Fri Jul 15 09:14:25 2016 Page 1 lamSX3Z6TSh7K?eivn2D73Atzt)pJJ-YtHbpjVUjeV51H8Fj8h82YYdHvCy?Tycp414CyxqyS I -2-0-0 I 8-10-12 I7-6-01 8-1-4 1 15-0-0 1 17-0-0 t)_74 0-7-42-0-0 6-10-126 -10-12 2-0.0 TOP CHORD NOTCHING ALLOWED IN AREAS Scale =1:33.2 WITH STACKED TOP CHORD ONLY; HOWEVER,NO TOP CHORD NOTCHING IS ALLOWED WITHIN 24" OF THE HEEL JOINTS. NO PLATE NOTCHING IS ALLOWED 3x6 %Ica 3 14 4 15 5 1 1 op .... 4.00 12F ii Iri aaw 17 ka 16 12 00 I .....1.0 IP is...immum._..._....13 .10 9 8 str Ih*um 18 Neo......_0.6 .2 _....0001111111 1.5x4 II 1.5x4 II IIIIIIIIIIIIIII1Mllummmp70'.....oa—. se-----Loe' .....,Ili 4x8 II 4x8 II2.00 12 I 6-10-12 17.6.018-1-41 1..)-7-4 15-0-0 I0-7-4 6-10-126 -10-12 Plate Offsets (X,Y)—12:0-8-1,0-3-11.f2:0-6-6,EdaeL14:0-2-0,Edoel. (6:0-6--6,Edael. 16:0-8-1,0-3-11 LOADING (psf)SPACING-2-0-0 CSI.DEFL.in (bc)ildefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL)0.00 6 n/r 120 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.29 Vert(TL)0.01 7 n/r 120 BCLL 0.0 *Rep Stress Incr YES WB 0.04 Horz(TL)-0.00 6 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix)Weight: 67 lb FT =0% LUMBER-BRACING- TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 DF No.2 G REACTIONS.All bearings 15-0-0. (Ib) -Max Horz 2=38(LC 35) Max Uplift All uplift 100 lb or less at joint(s) 2, 6 except 9=-599(LC 3) Max Gray All reactions 250 lb or less at joint(s) except 2.446(LC 59), 6=446(LC 63), 8=698(LC 58), 10=698(LC 55) FORCES.(Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-11=-225/251 BOT CHORD 2-10=-287/224, 6-8=-287/224 WEBS 5-8=-431/63, 3-10=431/70 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=110mph (3-second gust) Vasd=87mph; TCDL=8.4psf; BCDL=6.0psf;h=25ft; Cat.II;Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-9 to 0-11-7, Interior(1) 0-11-7 to 7-6-0, Exterior(2)7-6-0 to 10-6-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.25 plate grip DOL=1.25 3) All plates are 3x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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.cpikOFESS/04.7)A plate rating reduction of 20% has been applied for the green lumber members.(9 .TEon8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except (jt=lb)44.'..riS)1 — Oisti.c%409=599.v. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 8, 10.0),„tr.li. 10) This truss has been designed for a moving concentrated load of 250.0Ib live located at all mid panels and at all panel points along the 2 C)0 C75435 Tr.-w c rnTop Chord, nonconcurrent with any other live loads.ce .) 11) This truss has been designed for a total drag load of 360 lb.Lumber DOL=(1.33) Plate grip DOL=(1.33)Connect truss to resist drag EXP. 03/31/2018loads along bottom chord from 0-0-0 to 15-0-0 for 24.0 ptf.** 12) "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss.lk ....-- 441"to%,'',-\t* OF CA1-*°- July 18,2016 a A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED APTEK REFERENCE PAGE AIII-7473 rev. 10/03/2015 BEFORE USE.laDesign valid for use only with MiTe05 connectors.Thisdesignis based only upon parameters shown. and isfor an individual building component. not a truss system. Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual trussweb and/or chord members only.Additional temporary and permanent bracing MIDI(' isalways required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication. storage. delivery. erection and bracing oftrusses and truss systems. see AN51/1.11 QuaMy Cdteda.D511-119 and SCSI building Component 7777 Greenback Lane Safety Information available fromTruss Plate Institute. 218 N. Lee Street. Suite 312. 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Q San Diego, Ca 92111 619-227-4944 Report Prepared by: Hector Carbajal Economy Title 24 6055 E.Washington Blvd. Ste. 445 Commerce, CA 90040 626-549-1379 RFOfrFO 4/4 .e720/6a441 Op 'v(',0/1/;&13 Job Number:-'8/(1A.410 R-002295 Date: 7/20/2016 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 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC —www.energysoft.com. EnergyPro 6.7 by EnergySoft User Number: 6684 ID: R-002295 ILILQ .......... TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF-1R-PRF-01 -E Certificate of Compliance 3 Form RMS-1 Residential Measures Summary 10 Form MF-1R Mandatory Measures Summary 11 HVAC System Heating and Cooling Loads Summary 15 Zone Load Summary 16 Room Load Summary 17 EnergyPro 6.7 by EnergySoft Job Number.ID: R-002295 User Number. 6684 -v-9 "-alu.°.-1.re .-Lii4-0 ..:....c '5.0 m ar40isty5EN1u.2 0 c•()0.ri zilt ..e ..e '''-..co .ag .ZA N4(0 •co.LnaESLo•in "?9kor.w -N Cii 0 `T 0 0 '"I/I t I M 0C.7 '42 0 W Ni0.T m e W 4-1...a ...>m i to0Cs)a)r a.0 -csN.-•0.aso)(0 .....a.to820Criia)it.42 E CI-0 73 c>.W ....>0.1a0Ene02t-9E2w©cow.as o_rowc,r)0c..)c0 u.1 (7 . -.--. ->k)c71 'S cc 0. 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Floor Area Addition # of Units 2745 Argonauta St.Carlsbad CA Climate Zone 07 489 n/a 1 INSULATION Area Construction Type Cavity (ft2)Special Features Status Wall Wood Framed R 13 637 New Door Opaque Door -no insulation 20 New Roof Wood Framed Attic R 30 489 New Slab Unheated Slab-on-Grade -no insulation 489 Perim =89'New FENESTRATION Total Area:107 Glazing Percentage:21.8 %New/Altered Average U-Factor:0.32 Orientation Area(ft2)U-Fac SHGC Overhang Sidefins Exterior Shades Status Left (NE)36.0 0.320 0.25 none none Bug Screen New Rear (SE)4.0 0.320 0.25 none none Bug Screen New Right (S14)66.6 0.320 0.25 none none Bug Screen New HVAC SYSTEMS Qty.Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 92% AFUE Split Air Conditioner 14.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status Res HVAC Ducted Ducted Attic 6.0 New WATER HEATING Qty.Type Gallons Min. Eff Distribution Status 1 Small Storage Gas 40 0.67 Standard New EnergyPro 6.7 by EnergySoft User Number: 6684 RunCede: 2016-07-20T20:46:37 ID: R-002295 Page 10 of 17 ••••••••••=116110WIMONIIM 2013 Low-Rise Residential Mandatory Measures Summary NOTE:Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless ofthe compliance approach used.Exceptions may apply.Review the respective code sectionfor more information. Building Envelope Measures: §110.6(a)1:Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)5:Fenestration products (except field-fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration that meets the requirements of §10-111(a). §110.7:Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. §110.8(a):Insulation specified or installed meets Standards for Insulating Material.Indicate type and include on the CF2R. §110.8(i):The thermal emittance and aged solar reflectance values ofthe cool roofmg material meets the requirements of §110.8(i) when the installation of a cool roof is specified on the CF1R. §110.8(j):A radiant barrier shall have an emittance of0.05 or less when the installation ofa radiant barrier is specified on the CFIR. Minimum R-30 insulation in wood-frame ceiling; or the weighted average U-factor shall not exceed 0.031. Minimum R-19 in a §150.0(a):rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. §150.0(b):Loose fill insulation shall conform with manufacturer's installed design labeled R-value. §150.0(c):Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U- factor). §150.0(d):Minimum R-19 insulation in raised wood-frame floor or 0.037 maximum U-factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side ofall insulation in all exterior §150.0(g)1:walls, vented attics and unvented attics with air-permeable insulation. In Climate Zones 1 -16 with unvented crawl spaces the earth floor ofthe crawl space shall be covered with a Class I or Class II §150.0(g)2:vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of §150.0(g)3:the crawl space to reduce moisture entry and protect insulation from condensation,as specified in the exception to Section 150.0(d). §150.0(1):Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor penneance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of §110.8(g). Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- §150.0 (q)'factor of0.58; or the weighted average U-factor ofall fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)1A:Masonry or factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1B:Masonry or factory-built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or a combustion-air control device. §150.0(e)1C:Masonry or factory-built fireplaces have a flue damper with a readily accessible control. §150.0(e)2:Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside ofthe building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3:HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §1103(c)5:Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of§110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces, household cooking appliances (appli- §110.5:ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. §150.0(h)1:Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in §150.0(h)2. Installed air conditioner and heat pump outdoor condensing units shall have a clearance ofat least five feet from the outlet ofany §150.0(h)3A:dryer vent. §150.0(i):Heating systems are equipped with thermostats that meet the setback requirements of §110.2(c). §150.0(j)1A:Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance ofR-12 or greater. §150.0(j)1B:Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior ofthe tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet ofhot and cold water pipes from the storage tank, all piping with a nominal diameter of3/4 inch or larger, all piping associated with a domestic hot water recirculation system §150.0(j)2A:regardless ofthe pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. All domestic hot water pipes that are buried below grade must be installed in a water proof and non-crushable casing or sleeve §150.0(j)2B:that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low-Rise Residential Mandatory Measures Summary Pipe for cooling system lines shall be insulated as specified in §150.0(j)2A.Piping insulation for steam and hydronic heating §150.0(j)2C:systems or hot water systems with pressure >15 psig shall meet the requirements in TABLE 120.3-A. §150.0(j)3:Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For §150.0(j)3A:example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I §150.0(j)3B:or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet ofthe water heater;a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the §150.0(n)1:space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the baseof the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity ofat least 200,000 Btu/hr. §150.0(n)2:Recirculating loops serving multiple dwelling units shall meet the requirements of§110.3(c)5. Solar water-heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) §150.0(n)3:or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air-distribution system ducts and plenums installed are sealed and insulated to meet the requirements ofCMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply-air and return-air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher ifrequired by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8).Connections of metal ducts and inner core of flexible ducts are mechanically fastened. Openings shall be sealed §150.0(m)1:with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181,UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723.Ifmastic or tape is used to seal openings greater than 1/4 inch, the combination ofmastic and either mesh or tape shall be used.Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air.Building cavities and support platforms may contain ducts.Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area ofthe ducts. Factory-Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints §150.0(m)2:and seams ofduct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. Field-Fabricated Duct Systems shall comply with requirements for: pressure-sensitive tapes, mastics, sealants, and other §150.0(m)3-6:requirements specified for duct construction; duct insulation R-value ratings; duct insulation thickness; and duct labeling. All fan systems that exchange air between the conditioned space and the outside ofthe building must have backdraft or automatic §150.0(m)7:dampers. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers§150.0(m)8:except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, §150.0(m)9:sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10:Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be §150.0(m)11:sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12:conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement ofa static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The §150.0(m)13:space conditioning system must also demonstrate airflow >_ 350 CFM per ton ofnominal cooling capacity through the return grilles, and an air-handling unit fan efficacy < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable ofsimultaneously delivering, in every zonal control mode, an airflow from the dwelling, through the air handler fan and delivered to the dwelling,of>_350 CFM per ton of nominal cooling §150.0(m)15:capacity, and operating at an air-handling unit fan efficacy of< 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of §150.0(o):central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with§150.0(o)1A:Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have:a thermal efficiency that complies with the Appliance Efficiency §110.4(a):Regulations; an on-offswitch mounted outside ofthe heater that allows shutting offthe heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low-Rise Residential Mandatory Measures Summary §110.4(b)1:Any pool or spa heating equipment shall be installed with at least 36 inches ofpipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. §110.4(b)2:Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §110A(b)3:Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only duringoff-peak electric demand periods. §110.5:Natural gas pool and spa heaters shall not have a continuous burning pilot light. §150.0(p):Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: §110.9:All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of*110.9. §150.0(k)1A:Installed luminaires shall be classified as high-efficacy or low-efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B,as applicable. §150.0(k)1B:When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of§150.0(k). The wattage and classification ofpermanently installed luminaires in residential kitchens shall be determined in accordance with §150.0(k)1C:§130.0(c). In residential kitchens, the wattage ofelectrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts oflow efficacy lighting per electrical box. §150.0(k)1D:Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no §150.0(k)1E:more than 5 watts ofpower per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. §150.0(k)1F:Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of §150.0(k). §150.0(k)2A:High efficacy luminaires must be switched separately from low efficacy luminaires. §150.0(k)2B:Exhaust fans shall be switched separately from lighting systems. §150.0(k)2C:Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. §150.0(k)2D:Controls and equipment are installed in accordance with manufacturer's instructions. §150.0(k)2E:No control shall bypass a dimmer or vacancy sensor function ifthe control is installed to comply with §150.0(k). §150.0(k)2F:Lighting controls comply with applicable requirements of§110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if:it functions as a dimmer §I50.0(k)2G:according to §110.9; meets Installation Certificate requirements of *130.4; the EMCS requirements of§130.5; and all other requirements in §150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of §150.0(k) if: it §150.0(k)2H:functions as a vacancy sensor according to §110.9; meets Installation Certificate requirements of §130.4; the EMCS requirementsof§130.5; and all other requirements in §150.0(k)2. A multiscene programmable controller may be used to comply with dimmer requirements ofthis section ifit provides the§150.0(k)2I:functionality ofa dimmer according to §110.9, and complies with all other applicable requirements in §150.0(k)2. §150.0(k)3A:A minimum of 50 percent of the total rated wattage ofpermanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only §150.0(k)3B:the inside ofthe cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. §150.0(k)4:Permanently installed lighting that is internal to cabinets shall use no more than 20 watts ofpower per linear foot ofilluminated cabinet. A minimum ofone high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom§150.0(k)5:shall be high efficacy or controlled by vacancy sensors. Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and§150.0(k)6:controlled by vacancy sensors. §150.0(k)7:Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing §150.0(k)8:and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with §150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in §I10.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all ofthe following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions ofItems ii or iii below; and §150.0(k)9A:ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low-Rise Residential Mandatory Measures Summary a.Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c.Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4; meets the requirements for an EMCS in §130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one ofthe §150.0(k)9B:following requirements: i. Shall comply with §150.0(k)9A; or ii. Shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by §150.0(k)9B or 150.0(k)9D §150.0(k)9C:shall comply with the applicable requirements in §110.9, §130.0, §130.2, §130.4, §140.7 and §141.0. Outdoor lighting for residential parking lots and residential carports with a total ofeight or more vehicles per site shall comply §150.0(k)9D:with the applicable requirements in §110.9, *130.0, §130.2, *130.4, §140.7 and §141.0. Internally illuminated address signs shall comply with §140.8; or shall consume no more than 5 watts ofpower as determined §150.0(k)10:according to §130.0(c). Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for§150.0(k)11:nonresidential garages in §110.9, §130.0, §130.1, §130.4, §140.6, and §141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A:the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent ofthe floor area, permanently installed lighting in that building shall: §150.0(k)12B:i. Comply with the applicable requirements in §110.9, §130.0, §130.1, §140.6 and §141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable ofturning the light fully On and Offfrom all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a §110.10(a)1:tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1,2014, shall comply with the requirements of §110.10(b) through §110.10(e). §110.10(a)2:Low-rise multi-family buildings shall comply with the requirements of §110.10(b) through §110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised ofareas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roofareas less than or equal to 10,000 square feet or no less than 160 square feet each for §110.10(b)1:buildings with roofareas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang ofthe building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang ofanother structure located within 250 feet ofthe building or on covered parking installed with the building project and have a total area no less than 15 percent ofthe total roof area ofthe building excluding any skylight area. §110.10(b)2:All sections of the solar zone located on steep-sloped roofs shall be oriented between 110 degrees and 270 degrees oftrue north. §110.10(b)3A:No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part ofthe building that projects above a solar zone shall be located at least twice §110.10(b)3B:the distance, measured in the horizontal plane,ofthe height difference between the highest point ofthe obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. §110.10(b)4:For areas ofthe roof designated as solar zone, the structural design loads for roofdead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit §110.10(c):from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing ofplumbing from the solar zone to the water-heating system. §110.10(d):A copy ofthe construction documents or a comparable document indicating the information from §110.10(b) through §110.10(c) shall be provided to the occupant. §110.10(e)1:The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation ofa double pole circuit breaker for a §110.10(e)2:future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY •Project Name Date Residence 7/20/2016 System Name Floor Area Res HVAC 489 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System 25,000 Total Room Loads 227 4,860 328 177 7,004 Total Output (Btuh)25,000 Return Vented Lighting 0 Output (Btuh/sqft)51.1 Return Air Ducts 178 344 Cooling System Return Fan 0 0 Output per System 20,000 Ventilation 0 0 0 0 0 Total Output (Btuh)20,000 Supply Fan 0 0 Total Output (Tons)1.7 Supply Air Ducts 178 344 Total Output (Btuh/sqft)40.9 Total Output (sqftrion)293.4 TOTAL SYSTEM LOAD 5,217 328 7,692 Air System CFM per System 895 HVAC EQUIPMENT SELECTION Airflow (cfm)895 HVAC 18,584 799 25,000 Airflow (cfm/sqft)1.83 Airflow (cfm/Ton)537.0 Outside Air (%)0.0 °A.Total Adjusted System Output 18,584 799 25,000 Outside Air (cfm/sqft)0.00 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 34 °F 68 °F 105 °F 105 °F - 1Outside Air 1 I'-4-0 cfm Supply Fan HeatingCoil 105 °F895 cfmA . ROOM IN 68 °F 68 °F 4-Ar _ 4 _ 0 I I I U4 COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 83/68°F 75/61°F 55/54°F 55 / 54 °F "...=—. ,..u - 1.11 u 1Outside Air -4/- 0 cfm Cooling Coil Supply Fan 55 / 54 °FA895 cfm 451 °A ROOM in 75 /61 °F 75 / 61 °F 4 AV 4 U 1 I I U 4 I EnergyPro 6.7 by EnergySoft User Number: 6684 RunCode: 2016-07-20T20:46:37 ID: R-002295 Page 15 of 17 _...__..et etQ-•0 -8ii.c0co00)Z CoreN N:-a.0-co ,-.koCNIcoFr....,6'cz)as N/-<2 l'-.O.C\1 2 u.I w '''"..,<X c)N.._a)o ..„„-L.VI o co coOu_*e-CNI CVOCICt)fatiot-I 0_-.-J0.O tO 0 yg.j2 M CI 0w7'..t:090co..1 w inZa) :J. __N. 8 E Ni c.. c) O 0 ch .__O.o.. .-Z c.) X Q.0)-Nc 0)o onO 0) a.-4(„......0 o2U.040 in_co ca o 11'c 6=CV0I... XO 0 CV 2 '0 LIJ ....0Ot-cN2 co.... ri 3 N ..I .et o '00Z°c.) O .0N7c Cr a 2 (I) u.-1Oe( I- ._0 ...:,c.F- 0 • .„.... u.I ZZgoco2L:ILI a) I-Jo(r)E)-zCl)2.-a)e .._ CC422 >. CC<w o Cn 2 i en>,en CI 2 z .. co<n co isi 11.1ZO00N ). Jo.J 0 0)°(..)°E N. LIJ ("C -i e20§eZ 0 QS Z ZZt70E Z ILJ cr)2 LL-s.. r2 0 i.)4:1)0 cNa-z cn cr N 6,...1.0 ROOM LOAD SUMMARY Project Name Date Residence 7/20/2016 System Name Floor Area Res HVAC 489 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mult.CFM Sensible Latent CFM Sensible Latent _CFM Sensible 1st Floor 1st Floor 1 227 4,860 328 227 4,860 328 177 7,004 PAGE TOTAL 227 4,860 328 177 7,004 TOTAL *227 4,860 328 177 7,004 Total includes ventilation load for zonal systems. EnergyPro 6.7 by EnergySoft User Number: 6684 RunCode: 2016-07-20720:46:37 ID: R-002295 Page 17 of 17 (City of SEWER DISTRICT Development Services Building DivisionCERTIFICATION B-19 1635 Faraday AvenueCarlsbad760-602-2719 www.carlsbadca.gov Leucadia Wastewater District 111 Vallecitos Water District 1960 La Costa Ave.201 Vallecitos de Oro Carlsbad, CA 92009 San Marcos, CA 92069 760-753-0155 760-744-0460 The following project has been submitted for building permits: Plan Check No.CB162888 Date 10/04/2016 Property Owner Emran & Gabriela Mursalin Project Address 2747 Argonauta St. Assessor's Parcel No,215-410-04-00 Project Description 489 sf Second Dwelling Unit City Certification:_vLet Attar Date: 10/04/2016 Please indicate in the space below that the owner has entered into an agreement to have your agency provide public sewer service to the premises, and/or if the existing service is adequate for this project and all required conditions have been satisfied. Permits will not be issued until this form is completed and returned to our office. This space to be completed by District Personnel I certify the district requirements for sewer service have been satisfied. Approved by (12.0.4.--C__.-&7"t0 Date 10 IOCe 1 Title FIELD SERVICES SPECIALIST B-36 Page 1 of 1 Rev. 03/09 City of Development ServicesCERTIFICATION OF SCHOOL FEES PAID Building Department Carlsbad B-34 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov 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 MURSALIN SECOND DWELLING UNIT Building Permit Plan Check Number CB162888 Project Address:2747 Argonauta St. A.P.N 215-410-04-00 Project Applicant Emran & Gabriela Mursalin •(Owner Name) Project Description:Secon Dwelling Unit Building Type Residential Residential:NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Second Dwelling Unit:489 Square Feet of Living Area in SDU Residential Additions:Net Square Feet New Area Commercial/Industrial:Net Square Feet New Area City Certification of Applicant Information:Date SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD 0 Carlsbad Unified School District 0 Vista Unified School District El San Marcos Unified School District 6225 El Camino Real 1234 Arcadia Drive 255 Pico Ave Ste.100 Carlsbad CA 92009 (760-331-5000)Vista CA 92083 (760-726-2170) xt San Marcos, CA 92069 (760-290-2649) 2222 Contact: Nancy Dolce (By Appt. Only) Ei Encinitas Union School District-0 San Dieguito Union High School District-By Appointment Only By appointment only 684 Requeza Dr. 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Encinitas, CA 92024 (760-753-6491 x 5514 ) (760-944-4300 x1166) 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 dec ration is authorized to sign on behalf of the Owner. Signature:X Date:10 -Soil" B-34 Page 1 of 2 Rev. 03/09 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. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL swa'111 TITLE NAME OF SCHOOL DISTRICT DATE -—(c) PHONE NUMBER (1(40 2.te ct RECEIVED OCT 6 2016 • B-34 Page 2 of 2 Rev. 03/09