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1823 VALENCIA AVE; ; CB153724; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-01-2016 Residential Permit Permit No: CB153724 Building Inspection Request. Line (760) 602-2725 Job Address: 1823 VALENCIA AV CBAD Permit Type: RESDNTL Sub Type: 2DU Status: ISSUED Parcel No: 2072506300 Lot #: 0 Applied: 10129/2015 Valuation: $110,153.00 Constuction Type: 5B Entered By: SLE Occupancy Group: Reference #: Plan Approved: 12/17/2015 # Dwelling Units: I Structure Type: Issued: 12/17/2015 Bedrooms: 0 Bathrooms: 0 Inspect Area: PD Orig PC #: Plan Check #: Project Title: SMITH: 2DU (640 SF LIVING /I 72 SF PORCH) DETACHED UNIT Applicant: SMITH CHRISTOPHER S&ASHLEY D 1821 VALENCIA AVE CARLSBAD CA 92008 760-552-2932 Owner: SMITH CHRISTOPHER S&ASHLEY D 1821 VALENCIA AVE CARLSBAD CA 92008 Building Permit $665.11 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $465.58 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 $14.32 PFF (3105540) $2,004.78 Park in Lieu Fee $0.00 PFF (4305540) $1,850.57 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 $133.00 Renewal Fee $0.00 ELECTRICAL TOTAL $89.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $77.89 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 (5B1473) Fee $5.00 Fire Sprinkler Fees $0.00 Green Bldg Stands Plan Chk Fee $0.00 TOTAL PERMIT FEES $5,305.25 Total Fees: $5,305.25 Total Payments to Date: $5,305.25 Balance Due: $0.00 lnsnAthr: _____________ FINALPOfVL Clearance: _____________ Date: _____________ NOTICE- Flee take NOTICE that approval d yozpqect irAud lnixitkrf dfees deck resvati ordhia haaftledhy rred to e&exticm" You have 90 days from the date this penrit was issued toprotest imposition dthesefeesfaais If you pdeat thai yaj mist fdlcmthe pdest pvceths sat forth in Gwarn,t Code Setha, 660Z)(a), and file the protest and aiydt€r requred in fan etimwfii the atyerb pccessng in daicewth CalaJ IitsiidpaI Code Sediori 33Z030. Faikreto timely fdlawtket pvciue wit bar ariyaibsequent legal action toaft* review, sat aside, void, aaivl thr irrition. You are hereby FLRTHER NG11RB)t yaz n1 to protest the spedfied fees'aiais DOES NGrAPRYtoatar and saw cmiedjai fees and capacity dianges, nor planning, zoririg, gracing or &wlarapplication pxi,isrig a' seivice fees in crsinedicn with this pqed. NOR CES ITYtoa City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 12-17-2015 Permit No:SW150429 Job Address: 1823 VALENCIA AV CBAD Permit Type: SWPPP Parcel No: 2072506300 Reference #: CB#: Project Title: SMITH: 2DU Applicant: SMITH CHRISTOPHER S&ASHLEY 0 1821 VALENCIA AVE CARLSBAD CA 92008 Status: ISSUED Lot #: 0 Applied: 10/29/2015 Entered By: SLE Issued: 12/17/2015 Inspect Area: Tier: 1 Priority: M Owner: SMITH CHRISTOPHER S&ASHLEY D 1821 VALENCIA AVE CARLSBAD CA 92008 Emergency Contact: CHRISTOPHER SMITH 760-552-2932 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 FGAL AfPPIOVAL DATE,_ 6-- E SIGNATUREF/( ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 PLANNING 0 ENGINEERING 0 BUILDING 0 FIRE 0 HEALTH 0 HAZMATIAPCD City of C bad Ph: ar' s email: Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2719 Fax: 760-602-8558 bUilding©carlsbadca.gov www.carlsbadca.gov Plan Check No CJ7j i2-4 Est. Value P1 Ck D t an . eposi Date f29/i- Iswppp iQ4I1 JOB ADDRESS \J4evcA- f1ve. 2OOg SUITE#/SPACE#/UNIT# APN I o-' -5O - .1/PROJECT a LOT # PHASE # # OF UNITS A BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OM GROUP DESCRIPTION OF WORK:- Include Square Feet of Affected Area(s) r '7 EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES J#. NO[:] AIR CONDITIONING YES EJNo cJ FIRE SPRINKLERS YESD NOEJ APPLICANT NAME /.") . . #" PrIneri-contact vVtf I '14 PROPERTY OWNER NAME /1 L.HSiOp&R- cr11, ADDRESS I'mI.e,sJcA- PfV. ADDRESS . A t \iati-iCA- 1*'. CITY STATE CizJs3D (2& ZIP ,,j CITY STATE ZIP QttSBM Cfl-. PHONE FAX PHONE 7 760 FAX EMAIL SWti+k O(tfiThi L CCY'1 EMAIL 2i11'ttSSvY7i OOO E 141;fT' I CcJYi DESIGN ' ADD ADDRESS .__Zck. CITY STATE ZIP CITY..., Vl1e CJ<C STP ( ZIP PHONE . FAX PHONE f-1) vsrZ'g FAX EMAIL EMAIL I. a4i€ - STATE LIC. A 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, aiso requires tne applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commendingwith Section 7000 of Division 3 of the Business 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 for a permit subjects the applicant to a civil nanaltv of not more than five hundred dollars ($500)1. Z1(U(2O3° C®Q3?0®lZJ Workers' Compensation Declaration: I hereby.affii'm under penalty 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 isissued. 12 I have and will maintain workers' cpensation, as requireby Section 3700 of the Labor Code, for the performance of tta 1or,whi) this Permjt is issued. My workers' compensation insure n7 Trier and policy M number are: Insurance Co. ( '-'." "1 Policy No. -.I It_i_1T) .5 15 7 Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. C] Certificateof 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 Califomia. 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. AS CONTRACTOR SIGNATURE ' DAGENT DATE WORGI-ID(DOWD(R O ®170®(Z) I hereby affirm that lam exempt from Contractor's License Law for the following reason: [] I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). to I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). - I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes UNo 2.1 (have! have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address! phone! contractors' license number): . -. I plan to provide portions of the work, bull have hired the f wing person to coordinate, supervise and provide the major work (include name /address ! phone !contractors' license number): 5.1 will provide some of the work, but I have con d) Ilowi isons to provide the work indicated (include, name/address! phone! (ype of work): .PROPERTY OWNER SIGNATURE - []AGENT DATE /0/al &o/s mv voL Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYes D No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? C) Yes D No Is the facility lobe constructed within 1,000 feet of the outer boundary of a school site? DYes 0 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. 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 I certflythatl havie read the application and statathatthe above inlIermaikin isboffectand thatthe information on the plans is accurate. Iagieetocomptywtth all City ordinances and Slate taws relating thbuildlngcenstruction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TOSAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABIU11ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA pemlit is required for excavations over 50' Vpand demolition or construction of structures over 3stories in height. EXPIRATION: Every permit issued by the Buidin al d sio Iexpibmitrand become null and vold fthe building or work authorized by such permit is not commenced within 180 days fiorn the date ofsuch permit Ord the di permit is suspended oraban at any time alter the work acommenced bra pert f 180 days 1064.4 UniformBuilding Code). ANT'S SIGNATURE DATE Date Inspection Item Inspector Act 04/04/2016 89 Final Combo - RI 04/04/2016 89 Final Combo PD AP 03/21/2016 23 Gas/Test/Repairs PY AP 03/21/2016 31 Underground/Conduit-Wrin PY AP 02/29/2016 82 Drywall/Ext Lath/Gas Test PD AP 02/25/2016 16 Insulation PD AP 02/22/2016 84 Rough Combo PD AP 02/18/2016 13 Shear Panels/HO's PD AP 02/10/2016 15 Roof/Reroof PD AP 01/26/2016 11 Ftg/Foundation/Piers PD AP 01/22/2016 21 Underground/Under Floor PB AP Comments AM PLEASE 'I Inspection List Permit#: CB153724 Type: RESDNTL 2DU SMITH: 2DU (640 SF LIVING I! 72 SF PORCH) DETACHED UNIT Monday, April 04, 2016 Page 1 of 1 ALLIED EARTH TECHNOLOGY 7915 SILVERTON AVENUE, SUITE 3117 SAN DIEGO, CALIFORNIA 92126 PH. (858) 586-1665 FAX (858) 586-1650 (619) 447-4747 ROBERT CHAN, P.E. January 25, 2016 Diversified Constrution Inc. 28821 Lilac Road Valley Center, CA. 92082 Attn: Mr. Frank Minicilli, CEO Subject: Project No. 16-1106j7 Report of Foundation Trench Inspection Proposed Accessory Building Site 1821 Valencia Avenue Carlsbad, California Gentlemen: In accordance with your request, we have inspected the foundation trench excavations for the proposed accessory building on subject property, located at 1821 Valencia Avenue, in the City of Carlsbad, State of California. The results of the inspection indicated that these foundation trench excavations are founded in competent natural or compacted fill soils; are of such dimensions as shown on the approved foundation plan, and are extended to the proper depth and bearing strata. It is recommen4ed that these foundation trench excavations be cleared of all loose soils or debris rr? ectfiil1y submitted, IED (/-I? S::; ,7RT c < No. G 00198 No. C-246 Exp.12/31/.L ROBERT C . P. . Exp. OF EsGil Corporation In Partnersñip wit/i government for Building Safety DATE: NOV. 06, 2015 U APPLICANT U JURIS. JURISDICTION: CARLSBAD U PLAN REVIEWER U FILE PLAN CHECK NO.: 15-3724 SET: I PROJECT ADDRESS: 1823 VALENCIA AVENUE PROJECT NAME: ACCESSORY UNIT FOR SMITH The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdictions codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. Lii 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. 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: Mail Telephone Fax In Person REMARKS: fl: On Sht. #1, note: "City Policy requires auto. fire sprinklers for new detached units (deferred item)"; : On Sht. #5, note max 12" eave projections in 3' sideyard setbacks with stucco under-eave (for 1-hr. rating). TBL R302.1; : On Sht. #6, under Shear Panels, note all S.W. Anchor Bolts require 3"x3"x1/4" plate-washers. Sec. R602.11.1. By: ALl SADRE, S.E. Enclosures: EsGil Corporation DGA DEJ El MB El PC 11/2 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 15-3724 PREPARED BY: ALl SADRE, S.E. DATE: NOV. 06, 2015 BUILDING ADDRESS: 1823 VALENCIA AVENUE BUILDING OCCUPANCY: R3/U; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ACCESS. UNIT 640 166.81 106,758 PORCH 72 12.13 873 Air Conditioning Fire Sprinklers 640 3.94 2,522 TOTAL VALUE 110,153 Jurisdiction Code IC13 113y Ordinance Bldg. Permit Fee by Ordinance I V Plan Check Fee by Ordinance V Type of Review: o Complete Review 0 Other Repetitive Fee I Repeats Hourly EsGil Fee Structural Only Hr. @ * I $665.11 I I $432.321 I $372.461 ---,---1-_ - Comments: to the above fee, an addonaI fee of $Js due (1L r@..$86/hr)I0r the, CaiGreen review. Sheet I of I macvalue.doc + (dty of Carlsbad PLAN CHECK REVIEW TRANSMITTAL Cornmnity & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/01/2015 PROJECT NAME: SMITH RESIDENCE 2ND DWELLING UNIT PROJECT ID:CB153724 PLAN CHECK NO: 2 SET#: 2 ADDRESS: 1821 VALENCIA AVE APN: 207-250-63 VALUATION: SCOPE OF WORK: 640 SF ACCESSORY UNIT 72 SF PORCH 1/\1 This plan check review complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Finai Inspection by Constructc:; Management & Inspection Division is required: Yes l.: No .1. This. j1an46heck review is NOT COMPLETE. Items missing or i'ñcorrèt are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: CHRISSMITH2000@MAIL.COM To determine status by oe of. the divisions listed below, please contact 760-602-2719. rLAN DDEVELOPMENT 760-602-2750 Chris Sexton F~ Chris Glassen r Greg Ryan 760-602-4624 760-602-2784 760-602-4663 CDr'topher.GiaSsen@carisbadca.gov Ryan@carIsbadca.gov I 1 Gina Ruiz Linda Ontiveros ..-77, Cindy Wong -. 760-602-4675 760-602-2773 . - 760-602-4662 'th.bnfiverbs@carisbadca.gbv - Cgrtth:Wbng@carisbadca.gov ValRay Nelson [T Dominic Fieri - -:. :-:;•• : 760602-2741 .: 76b-6O24664 . • . •• •. • Dominic.Fieri@carlsbadca.gov Remarks: • • • .• SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO# 2 Outstanding issues are marked with >< Items that conform to permit EIIT . requirements are marked with :{ or have intentionally been left blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: Li North arrow J Driveway widths X EI EZJ Existing& proposed structures j =Existing or proposed sewer lateral . LZJ Existing street improvements .. •.,. . Existing or proposed water service Property lines (show alidimensiohs) LJ EJ Submit On signed approved plans: EJ EJ Easements DWG No E:J IJ Right-of-way width. &adjacent streets s Show on site plan: Drainage patterns and proposed site elevations. Show all high points. EJ Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. E1 ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building" EJ J Existing & proposed slopes and topography EJ =size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however; second dwelling units and apartment complexes are an exception. EJ EJ Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site address EZJ Assessor's parcel number Legal description/lot number EJ For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 4 MAP 10209 Subdivision/Tract: CT 80-69 Reference No(s): E-36 . Page 2 of 6 REV 6/01112 SMITH RESIDENCE 2ND DWELLING YJ. PLAN CHECK NO # 2 DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following engineering conditions of approval for project no.: DEDICATION REQUIREMENTS N/A El Dedication for all Street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $24.000.00 pursuant to Carlsbad Municipal Code Section 18.40.030. EJ Dedication required as follows: IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed N/A at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. LJ IJ Public improvements required as follows: El Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. FM J Future public improvements required as follows: E-36 Page 3of6 REV6101112 SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO # 2 GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. E:J=Inadequate information available -on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" EJ J Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. EJ IZJ No grading permit required. EJ EJ Minor Grading Permit required. See additional comments for project- specific requirements. MISCELLANEOUS PERMITS IJ r--7 RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. EJIEJ Right-of-way permit required for: E-36 Page 4 of 6 REV 6/01/12 SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO # 2 7. STORM WATER Construction Compliance Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete. Requires Tier I Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW15-429 J Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire. EJ Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Indicate areas of impervious surfaces (patioswalkway, etc. ) and pervious areas (landscaping). EJ LJ Project needs to incorporate low impact development strategies throughout in one or more of the following ways: Rainwater harvesting (rain barrels or cistern) LJ Vegetated Roof E1 Bio-retentions cell/rain garden J Pervious pavement/payers EJ Flow-through planter/vegetated or rock drip line EJ Vegetated swales or rock infiltration swales Downspouts disconnect and discharge over landscape EJ Other: E-36 Page 5 of 6 REV 6/01/12 SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO # 2 WATER METER REVIEW Domestic (potable) Use N/A EJ J What size meter is required? J ftJJ Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be %". FEES Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? iJ yes 0 no Permit No. Permit No. Project built after 1980 J yes no Impervious surface> 50% E] yes tJno Impact unconstructed facility Jyes Eno Fire sprinklers required ]yes[:]no (is addition over 150' from centerline) Upgrade Jyes no No fees required 10. ADDITIONAL COMMENTS DRAINAGE WAS NOT ASSESSED. ACCORDING THE DRAINAGE STUDY IT DOES NOT AFFECT 100 YR RUN OFF. Attachments: Engineering Application Storm Water Form Right-of-Way Application/ Info. Reference Documents E-36 Page 6of6 REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: 'Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: . . Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD: DYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) []NO 1. PARK-IN-LIEU FEE:DNW QUADRANT ONE QUADRANT OSE QUADRANT OW QUADRANT ADT'S/UNITS: X FEE/ADT: I $ 23RAFFIC IMPACT FEE: ADT'S/UNITS: X FEE/ADT: 4 BRIDGE & THOROUGHFARE FEE: DIST. #1 DDIST.#2 EDIST.0 (USE SANDAG)ADT'S/UNITS I X FEE/ADT: I $ FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: X FEE/SQ.FT./UNIT: I SEWER FEE EDU's BENEFIT AREA: EDU's DRAINAGE FEES: ACRES: POTABLE WATER FEES: UNITS I CODE X FEE/EDU: I X FEE/EDU: I PLDA: E1HIGH EMEDIUM JLOW X FEE/AC: I CONN. FEE I METER FEE I SDCWA FEE TOTAL ***This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760) 602-2719 for a complete listing of fees*** 4 Pty of Carlsbad PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 11/09/2015 PROJECT NAME: SMITH RESIDENCE 2ND DWELLING UNIT PROJECT I D:CB153724 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 1821 VALENCIA AVE APN: 207-250-63 VALUATION: SCOPE OF WORK: 640 SF ACCESSORY UNIT 72 SF PORCH This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION. Final Inspection by Construction Management & Inspection Division is required: Yes El No X-1 . This plan check review is NOTCOMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: CHRISSMITHZOOO@MAIL.COM To determine status by one of the divisions listed below, please contact 760-602-2719. LAND DEVELOPMENT 760-602-2750 Chris Sexton Chris Glassen '1 Greg Ryan 760602-4624 760-602-2784 . 760-602-4663 Chris.Sexton@carlsbadca.gov . Christopher.Glassen@carlsbadca.gov . Gregory.Ryan@carlsbadca.gov Gina Ruiz Linda Ontiveros [11 [ Cindy Wong 760-602-4675 . ___ 760-602-2773 L_J 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ValRay Nelson [T Dominic Fieri 760-602-2741 L_ 760-602-4664 ValRay.Marshall@carlsbadca.gov Domjnic.Fieri@carlsbadca.gov Remarks: SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO# 1 I • u Outstanding issues are marked with "A • Items that conform to permit '1 requirements are marked with Li or have intentionally been left blank. 1. SITE PLAN PLEASE FIX Provi FRONT PL DIMENSION. El WRONG El DIMENSION EXI El de a fully dimensioned site plan drawn to scale. Show: Eli North arrow E2J Existing & proposed structures EZJ Existing street improvements EJ Property lines (show all dimensions) L1 E1 Easements LJ Right-of-way width & adjacent streets El Driveway widths El Existing or proposed sewer lateral El Existing or proposed water service Submit on signed approved plans: DWG No. Show on site plan: Drainage patterns and proposed site elevations. Show all high points. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. =ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". Existing & proposed slopes and topography =Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dWelling units and apartment complexes are an exception. El Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: Site-address EZI Assessor's parcel number Legal description/lot number El For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. El El Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 4 MAP 10209 Subdivision/Tract: CT 8069 Reference No(s): E-36 Page 2 of 6 REV 6/01/12 SMITH RESIDENCE 2ND DWELLING YJ PLAN CHECK NO # 1 DISCRETIONARY APPROVAL COMPLIANCE I I iJ Project does not comply with the following engineering conditions of approval for project no.: DEDICATION REQUIREMENTS LJ Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $24.000.00 pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: IMPROVEMENT REQUIREMENTS I EJ AII needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. L1I = Public improvements required as follows: -I EJ Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. J Future public improvements required as follows: E-36 Page 3 of 6 REV 6101/12 SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO # 1 GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. EJ=Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities-in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" -I Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. =I F7-1 grading permit required. Minor Grading Permit required. See additional comments for project- specific requirements. MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. E1 Right-of-way permit required for: I-I -I E-36 Page 4 of 6 REV 6/01/12 SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO # 1 7. STORM WATER Construction Compliance 7J Project Threat Assessment Form complete. EJ Enclosed Project Threat Assessment Form incomplete. Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached forrT and return (SW15-429 ) Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance Storm Water Standards Questionnaire. J Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. J Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). J Project needs to incorporate low impact development strategies throughout in one or more of the following ways: J Rainwatr harvesting (rain barrels or cistern) Vegetated Roof Bio-retentions cell/rain garden El Pervious pavement/payers El Flow-through planter/vegetated or rock drip line J Vegetated swales or rock infiltration swales El Downspouts disconnect and discharge over landscape El Other: E-36 Page 5 of 6 REV 6/01/12 Required fees have been entered in building permit. 10. ADDITIONAL COMMENTS Drainage fee applicable Added square feet Added square footage in last two years? [J yes no Permit No. Permit No. Project built after 1980 yes jno Impervious surface 50% [Jyes Qno Impact unconstructed facility IJyes Elno Fire sprinklers required yes F-1 no (is addition over 150 from center line) Upgrade yes jno No fees required EZJ SMITH RESIDENCE 2ND DWELLING UNIT PLAN CHECK NO #1 WATER METER REVIEW Domestic (potable) Use N/A L::I EJ What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. jJ For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be FEES DRAINAGE WAS NOT ASSESSED. ACCORDING THE DRAINAGE STUDY IT DOES NOT AFFECT 100 YR RUN OFF. Attachments Engineering Application Storm Water Form I Right of Way Application/Info Reference Documents E-36 Page 6of6 REV 6/01112 Fee Calculation Worksheet sss ENGINEERING DIVISION Prepared by: Date: GEO DATA: LFMZ: I B&T: Address: Bldg. Permit #: Fees Update by: Date: Fees Update by: I Date: EDU CALCULATIONS: List types and square footages for all uses.- Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units. EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: . Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD: DYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) 0 NO 1. PARK-IN-LIEU FEE:DNW QUADRANT ONE QUADRANT [_]SE QUADRANT OW QUADRANT ADT'S/UNITS: X FEE/ADT: I 23RAFFIC IMPACT FEE: ADT'S/UNITS: X FEE/ADT: I $ BRIDGE & THOROUGHFARE FEE: 0 DIST. #1. flDIST.#2 EDIST.#3 (USE SANDAG)ADT'S/UNITS I X FEE/ADT: I FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: I X FEE/SQ.FT./UNIT: I SEWER FEE EDU's I X FEE/EDU: I BENEFIT AREA: EDU's X FEE/EDU: I DRAINAGE FEES: PLDA: EIHIGH EIMEDIUM ELOW ACRES: X FEE/AC: I POTABLE WATER FEES: UNITS CODE CON N. FEE I METER FEE SDCWA FEE TOTAL ***This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760) 602-2719 for a complete listing of fees STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES PROJECT INFORMATION Site Address: (8,21 YC[/&r1'44. Assessor's Parcel Number:O79.0 .3 Project lD:C.Xô k j72-A Construction Permit No.tV\( l3iD4 2.9 Estimated Construction Start Date Project Duration Months Emergency Contact: L Name: ci#?4',Th t,. ,,k 24 hour Phone: -SS Perceived Threat to Storm Water Quality o Medium Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: / Date: . I,s <4 ~ lk CITY OF STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP E-29 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STORM WATER COMPLIANCE CERTIFICATE I My project is not in a category of permit types exempt from the Construction SWPPP requirements I My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) I My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment.storage, refueling and maintenance areas that meets one or more of the additional following criteria: located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER I CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER I CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CAR?J tDA~L OW W 'SA N ME(PRINT) OWNER(S) OWNER' ME (SIGNATURE) E-29 Page 1 of 3 REV 4/30/10 iAl 8CD aim InD CO3 RE V,-D3 2 33 0cnCDCaD) w N. _WCa° ;i CD 0 CDg 3 29 *D)2W D) CD Cr 0. ;•D) 5.0.0 OCD 0 M7 3 0 CD W 2. cCD20 D?.• 2• 5u 03 C.,•0- C) z 5•gg0D) 03 xCDi 2 .CD CD M _0.r3 03 3 30 W0 C 238 0)3 CD.C—°•• so CD 0)C) C" 8 (0 )C• .100 CD030I CD 0(0 w g.1gEr (0 5•0) •° CL Z .< 5CD I 0303 00.00_4 88- a;1 QD -3 0 .0 CD sa CD a= D)_ 00 .w (D0(D'3 .< 0) J=).u3 _ a. mr 0) -. > <.0 - C•< 03 (0 mr 00 030CD030 Cw OCD CD : i g;g ;'g —g _03C 0 D 0 ••g• '90 mu m 0) — _.CDC0'< CD 3.cD > 3 CML o g' CD CDN0- CD •• CD — C) •3 -u 0) 3 8. -gcD3 to 9 2 Co. . 0 0) 0) --------- C) OcnDcImcncno -u ocn -tC) rn M up > O g .00 g .to EC-7 Geotextiles & Mats EC-8 Wood Mulching OT 8 cro Earth Dikes and - - -- ---- - --- - --- Drainage Swales C' o EC-1 I Slope Drains SE-1 Silt Fence SE-3 Sediment Trap SE-4 Check Dam Cl) a 3 SE-5 Fiber Rolls 8 C) SE-6 Gravel Bag Berm - - - - - - - - — - - - - - - - — - - - - SE-7 Street Sweeping and 2. Vacuuming SE-8 Sandbag Baffler SE-10 Storm Drain Inlet Protection TR-1 Stabilized Construction - - - - - - - - — - - - - - - — - - - Ingress/Egress C) - TR-2 Stabilized Construction on Roadway 0 2. NS-1 Water Conservation Practices NS-3 Paving and Grinding 8 Operations cc 96 NS-7 Potable Water/Irrigation 8 NS-8 Vehicle and Equipment Cleaning 0 WM-I Material Delivery and tnrene WM-2 Material Use 8 o WM-3 Stockpile Management F 10 WM-4 Spill Prevention and 03 Control 8 8 WM-5 Solid Waste . Meneomnt w a WM-6 Hazardous Waste Msnsnement WM-8 Concrete Waste Manaomnt PLANNING DIVISION 41 4041> BUILDING PLAN CHECK CITY OF APPROVAL CAR LSBAD P-29 Develooment Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.2ov DATE: 12/16/15 PROJECT NAME: SECOND DWELLING UNIT PROJECT ID: PLAN CHECK NO: CB153724 SET#: 3 ADDRESS: 1823 VALENCIA AVENUE APN: 207-250- This plan check review is complete and has been APPROVED by the Planning Division. By: Veronica Morones A Final Inspection by the Planning Division is required IJ 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 Comments have been sent to: chrissmith2000@mail.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 j Greg Ryan 760-6024624 760-602-2784 760-6024663 Chris.Sexton@carlsbadca.gov Christonher.Glassen@carlsbadca.gov Greeorv.Rvan@carIsbadca.gov Gina Ruiz F1 ValRay Marshall Cindy Wong 760-602-4675 760-602-2741 760-602-4662 Gina.Ruiz@carIsbadca.gov VaIRay.MarshaII@carIsbadca.gov Cynthia.Wonp@carlsbadca.gov Veronica Morones . [] Linda Ontiveros Dominic Fieri 760-6024619 veronica.morones@carisbadca.gov 760-6022773 760-6024664 Linda.0ntiveros@carisbadca.ov Dominic.Fieri@carisbadca.gov P-28 Page 1 of 07/il PLANNING DIVISION Development Services 4041h> - BUILDING PLAN CHECK Planning Division 1635 CITY OF APPROVAL Faraday Avenue CARLSBAD P-29 (760) 602-4610 Remarks: PER NOTICE OF PERMIT WAIVER EFFECTIVENESS FROM COASTAL COMMISSION FOR RESIDENCE: CONSTRUCTION OF A NEW 1-STORY, 640 SQ.FT. ACCESSORY UNIT OF A 9450 SQ.FT. LOT IS ALLOWED FOR. Plan Check No. CB153724 Address 1823 Valencia Avenue Date 11/02/2015 Review #3 Planner Veronica Morones Phone (760) 602- 4619 APN: 207-250-63-00 Type of Project & Use: Second dwelling unit Net Project Density: DU/AC Zoning: P-C General Plan: RM Facilities Management Zone: j. CFD (in/out) #_Date of participation: Remaining net dev acres:_____ (For non-residential development: Type of land use created by this permit: REVIEW #: 1 2 3 Legend: Item Complete fl Item Incomplete - Needs your action 0 0 Environmental Review Required: YES E3 NO 0 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Z 0 0 Discretionary Action Required: YES 0 NO 0 TYPE APPROVAL/RESO. NO. DATE___ PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 0 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO 0 CA Coastal Commission Authority? YES NO 0 If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Z 0 0 Habitat Management Plan Data Entry Completed? YES 0 NO 0 If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) I 0 El Inclusionary Housing Fee required: YES 0 NO E] (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) P-28 Page 2 of 4 07/11 4 ^,A, PLANNING DIVISION BUILDING PLAN CHECK Development Services 0441> Planning Division CITY OF APPROVAL 1635 Faraday Avenue CARLSBAD P-29 (760) 602-4610 www.carIsbadca.ov Data Entry Completed? YES El NO El (A/PIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES 0 NO E] N/A 0 Site Plan: El Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44— Neighborhood Architectural Design Guidelines El 0 1. Applicability: YES 0 NO El 0 1311 2. Project complies: YES El NOD Zoning: -PER RESO 1714: sideyards shall be 5' on one side and 10' on the opposite (cond. #10) Z 0 0 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown Z El 0 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Z El El 3. Lot Coverage: Required 40% Shown 29.5% El El 4. Height: Required Maximum 14' with 3:12 pitch Shown 13'8" (ä 5:12 El El 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown_____ El El El Additional Comments 3. Pursuant to the City of Carlsbad's Municipal Code, Section 21.10.080. lot coverage shall include accessory structures in the lot coverage calculations, which include P-28 Page 3 of 4 07/11 S 4 PLANNING DIVISION Development Services ^,A, 1b BUILDING PLAN CHECK Planning Division 1635 CITY OF APPROVAL Faraday Avenue (760) 602-4610 CARLSBAD P29 z .. .., rn .... . .— rai i wiww wi-r r fl•fl4AtC 3jS]U•!Ii• III In..nrpc rr,. Afl'J II IL.aflxra,.t. I • IIIIIPifli4 IL'tArA.t.r 7Lar •i .flAI• 14 AflASflfl iI•ii•IflAiYfl - .LA,LAj rALflLj• p.j,..M.sns.j.,. •ikIIJtIC .AIIl •ILI•Ln p.A..LA .L.AI.r 11flAfl 4.,.z.Ar1fl. RI -.• -i Z7i .,. L Y rri r WI r.— I — 11•ntl• Lrj L T S ra- 1,. flptp Lata .tpA flA. IS L'A A t Ca IIflI•I I SS L3flJ w'rr fl11 4I fl nap nss - 44 4 tA I.. •- .— A • — - —, - -. IP i i p -- 1flI flI L 4LZA A& A?. I I P lIP ' L'A A1.I-4a- - P'4I I]I III - II.A5 a1 IIII - l IIl Il I II.A1]IiPI — I' I II II.A]IAI P--A--r.-i- --- .--.- II.** riT.I a - IZAA fl__At &A II L.S4 rp-L-1 pap'j.jA IhkIIn p-nhll• a.-q, I Lrj i•T.;r-i 4 aI I I %A 'A4•4 I I I a i:Tr. 5A A. 4.4II P I P1 á - P.4 pii,cci P..ii T4I'k5 !l fl t -j 11.rp -A-n-c OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Veronica Morones DATE 12/16/2015 P-28 Page 4 of 4 07/11 STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY EDMUND G. BROWN, JR., GOVERNOR CALIFORNIA COASTAL COMMISSION SAN DIEGO COAST DISTRICT OFFICE 7575 METROPOLITAN DRIVE, SUITE 103 SAN DIEGO, CALIFORNIA 92108.4402 PH (619) 767-2370 FAX (619) 767-2384 %VWW.COAETALCkGOV NOTICE OF PERMIT WAIVER EFFECTIVENESS December 14, 2015 To: Christopher Smith RECORD COPY Ashely Smith From: Deborah Lee, District Manager Lisa Schlembach, Coastal Program Analyst Subject: Coastal Development Permit (CDP) Waiver 6-15-1872-W Please note that CDP Waiver 6-15-1872-W was reported to the California Coastal Commission on December 10, 2015 and became effective as of that date. CDP Waiver 6-15-1872-W allows for: Construction of a new 1-story, 640 sq.ft. accessory unit and a new 282 sq.ft. off-street, concrete parking pad on a 9,450 sq.ft. lot. At: 1821 Valencia Ave, Carlsbad (San Diego County) (APN(s): 2072506300) Please be advised that CDP Waiver 6-15-1872-W only authorizes the development as proposed and described in the Commission's files; any changes to the proposed and described project may require a CDP to account for the changes or a CDP for the entire project. If you have any questions, please contact Lisa Schlembach in the San Diego Coast District Office at the address and phone number above. Sincerely, Charles Lester Executive Director Jisa 2emach Coastal Program Analyst Re: 05228-15 Smith Guest House MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Hehts, CA, 95610 Telephone 916/676.1900 Fax 916/676-1909 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: R45708673 thru R45708677 My license renewal date for the state of California is December 31, 2616. Lumber design values are in accordance with ANSI/MI I section 6.3 These truss designs rely on lumber values established by others. 0 ES :ea T ~N 76425 tz:i oiz EXP. 12/31/2016/2') H RECEIVED OCT 2 9 2015 CITY OF CARLSBAD BUILDING DIVISION 00, October 22,20 15 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/RI 1. 3ôt3.12L Job Truss Type Qty IPly I &1SJI QJ Hciae I I O5228-15 - I I 7F111 I I I R45705873 I IJob Retweflce (coSonan I ,.seu 5 asp Lisle MUSS ISSUISBS, ISIS. VMUMZ111=23zina regal .2.0.0 5.40 10.0.0 144.0 20.0.0 22-0-0 2-00 540 4450 4-8-0 5.4.0 2-0-0 Scale 1:39.8 4x4 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 14.0 Lumber VOL 1.25 BCLL 0.0 • Rep Stress Inor YES BCOL 10.0 Code lBC2012lTPl2007 LUMBER- TOP CHORD 2x4 OF No.1&Blr 0 BOT CHORD 2x4 OF No.1&Str 0 WEBS 2K4 DF No.20 REACTIONS. (lb/size) 2=1020/0-3.8, 6102010-3-8 Max Hotz 2=.80(LC 13) CSL DEFL. in (loc) lidefl Lid PLATES GRIP TC 0.43 Vert(LL) -0.05 8-9 >999 240 MT20 220/195 BC 0.28 Veut(TL) -0.18 8-9 '-999 180 INS 0.09 Hoiz(IL) 0.05 6 n/a We (Matrix-M) - Might: 84 lb FT = 0% BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 ocpuillns. SOT CHORD Rigid ceiling directly applied or 10-0-0 or. bracing. I MiTek recommends that Stabilizers and required cross bradng be installed during buss erection, In accordance with Stabilizer Installation —. FORCES. (lb) -Max. CompiMax. Ten. -PJI forces 250 (Ib) or less except when shown. TOP CHORD 2.16=.106410, 2.17=.162610, 3t7=.156W0, 3-18=-143010, 18-19=-1368/0, 4-19=-1365/0, 4-20=-1365/0, 2041-136810, 521=.143010, 5.22=_156810, 6-22=-1628/0, 6-23=-106410 SOT CHORD 2-9=0/1445,8-9=01985,6-8=0/1445 WEBS 3-9=357177,4-9=0/507.4-8=0/507, 5.8=357I77 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=llomph (3-second gust) Vasde87mph; TCOL>9.49sf; BCDL=6 0psf h=25ft Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exteitor(2) .2411-11 to 0-7-15, lntei1oi1) 0-7-15 to 1040, Eidertot2) 10-0-0 to 13-041 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOLeI.25 plate grip DOL=1.25 This buss has been designed fore 10.0 pill bottom chord On load nonccnairrent with any other live loads. This truss has been designed bra On load of 20.opsf on the bottom chord in all areas where a rectangle 3-6.0 tail by 240-0 wide will fit between the bottom chord and any other members A plate rating reduction of 20% has been applied for the green lumber members. ThIs buss has been designed bra moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord, nonconajizent with any other We loads. Seriti.rtgld pitdtbmaks including heels Member end fatty model was used In the analysis and design of this buss. ,OFESSIoN 4# , $NIOCo iS 76428 MM oJ EXP. 12131/2016L'!L October 22,2015 I Akawiwirc- Vaffyige pawusfee aid AD aoias oN vies *rtatacusw telEX ssANce PAGE -ism vw. 1&W2Ot58IL 05* on p010met015si10wft and B twonfridivtejd buidlig component. not I Design vd rawe arty wills Mifeve cesliecton. 11* dn b base=11 I a bus satelyL Before rae, the briIdtr d nermratverttythe appicablily a! design paasneless and picppty licaspesate 11* desIgn Bite 11w overat I buildIng design. &acIng Indicated B to prevent bucicing of kidMduol tare web andI01 chord members only. Addtionoltempciy and pemsanent bracing I WOW B diwags reqiked for stobty and to prevent cce with pasdele personal Bsjay aid property dannge. rev general gaice regordl' the I T"? Greenback Use I fubia& storage. deilvery. erection and b,acl of lnes and tires rysteiiss. see atuilumi ov,oee,te. 051-19 aid II Iatdlg IWGiielit cs1e Tare heliMe. 218 N. Lee Street. Silts 312. Alexonstia. VA I4. I suit. log Sdely from Plate I I azeio TRW R45708574 Job P1y I r8hQasIHoime uss - F'Q'y II I 05228.15 filA GABLE I IJobRofarence I000onaD I f.OSU5 b9222U1D MffCI Iflaraules, mc. voracrazi 113027 BuS Page 1 ID:AHaOSiKendVT?oaEuoczOfto4Cve2e8VMNYO56rtjEYOxVETCtrRBzSGt2bCcavyRAgm -2-0.0 8.4-0 10.0.0 14-80 20-0-0 22-0-0 2-0-0 54-0 4.8-0 4-8-0 54-0 2-0-0 Scale 1:41.2 CONN. OF GABLE STUDS BY TRUSS MANUFACTURER. 4x5 = 354 = 528= 3x4 LOADING (psi) TCU. 20.0 TCDL 14.0 BCLL 0.0 BCOL 10.0 I SPACING- 2-0.0 Plate Grip 001 1.25 Lumber DCL 1.25 Rep Stress mar YES Code 1BC20121TP12007 I CSI. I TC 0.48 BC 0.15 I WE 0.10 (Matrix) I DEFL. in (lc) I/deft L/d Vert(LL) 0.00 6 nfr 120 Vert(TL) -0.01 7 fIr 120 I Ho,z(TL) 0.00 6 n/a We I I PLATES GRIP I MT2O 2201195 I 141 lb FNO% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&8trG TOP CHORD Structural wood sheathing directly applied or 10-0-0 cc pwlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 64.0 oc bracing. WEBS 2x4 OF No.2 G JOINTS 1 Brace at Jt(s): 3.4,5 OTHERS 2x4 OF Stud/Std G I MiTek recommends that Stabilizers and required cress bracing I be installed during truss erection, in accordance with Stabilizer I Installation guide. REACTIONS. All bearings 20-0-0. (Ib)- Max Horz258(LC17) Max Uplift All uplift 100 lb or less at joint(s) 2.15,11,17,9.6 Max Gray All reactions 250 lb or less at joint(s) 13,14.18,17.18,12,10,9, 8 except 2423(LC 31), 15494(LC 1), 11494(LC 1), 6423(LC 35) FORCES. (lb) -Max. Compildax. Ten.. All forces 250 (lb) or less except when shown. WEBS 3-15=-394181, 4.15=.256113, 411e.256111, 5.,lle.394183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wild: ASCE 7-10; hu11=110mph (3-second gust) Vasd87mph; TCDL8.4pal 8C0L=6.0psi h=25ft Cat. II; Grip B; enclosed; MWFRS (envelope) gable end zone and C-C Extedor(2) -2-0-11 to 0-11-5, lnterlor(1) 0.11-5 to 10.0-0, Extedor(2) 10-0-0 to 134-0 zone; cantilever left and right exposed; end vertical left and tight exposed;C.0 for members and forces & MWFRS for reactions shown; Lumber OOL=1.25 plate grip 001=1.25 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/TPl 1. All plates are 1.5x4 MTZO unless otherwise indicated. Gable requires continuous bottom chord bearing. Gable studs spaced at 1-4-oor- This truss has been designed fora 10.0 psI bottom An, live load nonconairrent with any oilier We loads. • This buss has been designed We live load 20.Opsi In of on the bottom chord all areas where a rectangle 3-6-0 tall by 2.041 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. .7 J Provide mechanical connection (by others) of Puss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2,15,11, 17, 9, LX I ol I Thistrusshasbeen designed for a moving concentrated load of 250.01b live located at all mid panels and stall panel points along the EXP. 12I31/2O16 Top Chord, nonaueuauirent with any other live loads. * Sena..lgld pltthbreaks including heels" Member end fixlty model was used in the analysis and design of this buss. Graphical puffin representation does not depict the size or the orientation 01 the purlln along the top and/or bottom chord. IVIL No notches allowed in overhang and 20000 from lelt end and 20000 from right end or 12' along rake from scarf, whichever is larger. Minimum 1.5x4 lie plates required at 2.060 o.c. riiaudmum between the stocking chords. For edge-wise notching, provide at least one OFC tie plate between each notch. October 22,2015 WA MIXING - vfp OWW pwndwe and READ NOJCN nas A1INCLIBuED REEK M N NAM PAGE .T473 iv,. SWOM f I Div28d for we only wrth Mifelt® caysecton. 116 deie bond only iwon paametessrhown, card k for an ha vl,d b8thig compcnent not I a hsa slem. Befo,e we. the batig dultenef neat vedfythe appOcabSty of design paanetess and propedy hicapaate 11* design hita the ovard buidhig design. Bracing Indicated It to prevent bucicing of IncMW *=web and/or chord meruben only. Additional teniporay aid permanent biachug I MI1'ek' h always .eqi*edforstthily aid to prevent colapse with pasithie personal" aid properly damage. Fergenerd guidence regordag the I fabicotlom stoicge, deleesy. erection and biacifi of busies aid truss systems, see A1151/TPII Qoy Cifric. 558-88 end SCSi iiAsg C....,.enerd m7 Greenback Law I I Sabip mden areldele from Tries Plate hatlfute. 218 N. Lee Street, Suite 312. AWidib, VA 22314. Sao 100 citne HeUIts. CA 95610 lTnissType IPly JJOb ITfuss loty I&1h,ier*Hore R457O5eT5 I 0522&15 T1e !RNIC i Job Relerence (octianen I f.01115 Sep 55 5515 MUSS USJUSJISS, 111& see ouzi 115055 5515 PIgs 1 lDAHaQSlKendVIc?aaEfto-JO10G977hgFiGPXHy3dUjngDkwvq0HFygOMyRAgl -240 5-4-0 10.0.0 1240 14-0.0 20-0.0 °° I 2-0.0 54.0 2-2-0 240 240 2-2.0 5-4-0 240 80*1.01:412 3x4 = 808= 354 = 3xG CONN. OF BOTTOM CHORD FILLER BY TRUSS MANUFACTURER. LOADING (PSI) SPACING. 2-0-0 CSI.DEFL In (be) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 IC 0.33 Velt(LL) -0.09 11-14 '999 240 MT20 2201195 TCDL 14.0 LumberDOk 1.25 BC 0.34 Ved(TL) -0.24 11-14 '999 180 BCLL 0.0 • Rep Stress Inor YES WB 0.08 Ho,z(TL) 0.06 8 We n/a BCDL 10.0 Code IBC2012lTP12007 (Malrix-M) Weight: 93 lb FT-0% LUMBER- BRACING- TOP CHORD 2x4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10.200 purina. BOT CHORD 2x4 OF No.18BtrG SOT CHORD Rigid ceding directly applied or 10-0.0cc bradng. WEBS 2X4 OF No.2 G MiTek recommends that Stabilizers and required aoss bracing be Installed durIng truss erection, In accordance with Stabilizer REACTIONS. (lb/size) 2=1119/0.3.8, 81120/0.3.8 Installation guide. Max Hors 2=-60(LC 13) FORCES. (Ib) - Max. CompiMax. Ten. - All tomes 250 (Ib) or less except when shown. TOP CHORD 2-18=-1252/0, 219=.182510, 3-19--1759/0.3-20=.161110,20-21-157310, 4.21=1565I0, 4-22-444/20,5-22=432135, 5-23=433133, 6-22=-447119, 6.24=.1583/0, 2425=.1593/0, 7.25=.1629/0, 7.26=1766/0, 8.26=1832l0. 8-27=-12$5/0, 4.281226I0, 28291226/0, 29-30-122610,640-122ND BOT CHORD 2-11411623, 10.11=011470.8-10=011630 WEBS 3.11=.393/81, 7.10=.383/84, 4-11001450,6-10=0/451 NOTES- Unbalanced mci live loads have been considered for this design. Wind: ASCE 7-10; Vult"llOmph (3-second gust) Vasd'97mph; TCDL=8.4psf BCDL=6.0PSf; h=25ft Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Extertor(2) -24-11 to 0-7-15, lntertor(1) 0-7-15 to 1040, Extertor(2) 10-00 to 13.0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and tom MW FRS & MRS for reactions shown; Lumber 001=125 plate grip DOL=1.25 3)200.0th AC unit load placed on the bottom chord, 10-0.0from left and, supported at two points. 54).0 apart ProvIde adequate drainage to prevent water pending. This truss has been designed (era 10.0 per bottom chord live load nonconairrent with any other live loads. • This truss has been designed tars live load of 20.0psf on the bottom chord mall areas where a rectangle 3.6-0 tall by 2-0.0 wide will lit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. This truss has been designed fora moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord, nonconairrent with any other live loads. 76428 LLI "Semi-rigId pitthhreairs Including heels" Member end ftdty model was used in the analysis and design of this truss. (o ( Graphical pullin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. t EXP. 12/31/2016 October 22,2015 I AWARMNG- v..r?,ms,,.aa,dREADNo1ss ON Ylee AND SNWLGD tNTM IRAKCE PAGE -7473 Sw 18w.'25aEFcr&E. ' I I Deslgi vdt sea ywllhwlrelrscomiectors. Th design tr brsed only r.on pommetses ,hwn. end k fon sdelded bulidksg component not I a hsss eptem. aefaw ise. ties blAdblg des,ernsusi ve,*y the cwptceblity at desIgn paanetesr and pmpaly 11* des ido the ov I design. &acMg bsdeatedb to prevent buclhig at kiatviójd huss web and/achord membea only. Athllonal tempaay end pemienent bracing I MiTek I I kdways requAed forstebily and to prevent calopre with posdele peond k$ay end propeily damage. For genesal gddence regadng the I renlcalta storage. delivory. e lien and brachig of busses and tnjss systems. see ANSIRPII Quep Cilustu. 855.1, and SCSI Salrg Salety thL...al.... os'alm born Tnas Ftotu IreIitute. 216 N. Lee Sheet. Sidle 312, Alexorulla. VA t4. I 7777 Greenba Lane Isulelos I -HeightiL CA 25610 job TnJss Type Oty Ply leu House PISS I0 se15 SCISSORS 1 1 Job Reference factional) 5 uspca £Ifl3 SOlOS USISOIIIUS, mc. 5500 USIS1 17:au"ZU15 Pe 1 -240 8-0-14 1240 15-11-2 20.0.0 24-0-0 28-00 240 4.0.0 4-0-14 3-11-2 3-11-2 4.0-14 Scale a 1:47.2 4x4 = 3ob LOADING (psi) SPACING- 2.0.0 CSL OEFL in (Id) lldell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) -0.13 11-12 >999 240 MT20 2201195 TCDL 14.0 Lumber DOL 1.25 BC 0.54 Veit(TL) -0.57 11-12 >420 180 BCLL 0.0 .Rep Stress mar NO WE 0.71 Horz(TL) 0.19 10 n/a No SCOL 10.0 Code IBC2012(1P12007 (Matrlx-M) Weight: 104 lb FT = 0% LUMBER- BRACING- TOP CHORD 4 OF No.1&BtrG TOP CHORD SOT CHORD 2x4 OF No.1&BtrG BOT CHORD WEBS 2x4 OF No.2 G REACTIONS. (lb/size) 2=974103.8, 8123/03.8, 10=133710-3-8 Max Horz 2=.70(LC 13) Max Uplift8=.68(LC 13) Max Grav2=974(LC 1), 8=284(LC 45), 10=1337(LC 1) FORCES. (bb) -Max. CompiMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2.19=.133310, 2-2D--278710,3-20-272310,3-21m.274610,4-21.2705(0,4-22--153310, 22-23-1480/0.6-23-147510,5-24-147310,24-26-147510,6-25--152710, 6-26=0/867,7.26=01177, 7-27=0/890.8-27=0/829, 8.28=134/400 SOT CHORD 212=0l2570, 11.12=0/2104. 10-11=0!1072, 8-10=-77910 WEBS 5110/876,7.10=.389/51.412=(1/88l, 411=720188, 6-10=-216210, 6-11=0/424 Structural wood sheathing directly applied or 3-9-1500 pwlins. Rigid ceiling directly applied or 10-0-Ooc bracing, Except 6.00 oc bractng: 8-10. Muck recommends that Stabilizers and required moss bracing be installed during truss erection, in accordance With Stabilizer Installation guIde. NOTES- Unbalanced roof five toads have been considered for this design. Wind: ASCE 7-10; Vuitmllomph (3-second gust) Vasd=87mph; TCDL=8.4p51; BCDL=6.0psI h=25ft; Cat. II; Exp 8; enclosed; MWFRS (envelope) gable end zone and C-C Exterlor(2) -24-11 to 14-12, lnteilor(1) 1.042 to 1244, Extellot(2) 12-0.0 to 15-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.25 plate grip OOL=1.25 This buss has been designed for a 10.0 psi bottom chord live load nonoixuxinent with any other live loads. • This truss has been designed fora On load of 20.0psf on the bottom chord in all areas where a rectangle 3-841 tan by 24-0 wide will fit between the bottom chord and any other members A plate rating reduction of 20% has been applied for the green lumber members. Bearing at joInt(s) 2.8 considers parallel to grain value using ANSIRPI I angle to grain formula. Building designer should verily capacity of bearing surface. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8. Beveled plate or shim requIred to provide full bearing outface with truss chord at joint(s) 10. This truss has been designed bra moving concentrated load of 25011b live located at all mid panels and at all panel points along the Top Chord, nonconasreni with any other live loads. "SemI-rigid pltchbieaks including heels" Member end fishy model was used in the analysis and design of this buss. In the LOAD CASE(S) section, toads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard OFESS'0:4 ~*~ 10 \e, if 0 c3 76426 DI EXP. 12I31/2016L!J *. f" Civil. 10AX115. October 22,2015 A•A wAarxmc- V Ieydmi4in.,,..&,..indREADfiOTES ON nex AND INoiJ ariax 4NCE PAGE 7473 me. fQeDV2015 WORE tars. I I Design vcid for we Only with Mitetar caulectcn. 11* deds based only upon pa metendsee, and kfOn oil kdvIded bu component not a Uses systen ache we. the bdldksg designer must vetfy the oppicabaty of design paaneten and popery iscapaote the design Mb the overd le.idegdesl 8-ackig Indicated Is to Prevent bucking of Mckvlckesl tnes web asdlercPad members only. AdMlcnolfenVaM01c1Wncner%tbrockV I MiTek' I i lot nreq dforstdei prevent to vent cclopoe wilh ps*le pesanci l*Jy aid property dnage. Foigeneotgstdasceregath,g the I rtca1jo, staage. delivery. erection and' -1 of trusses aid tnse systems. see *iisumi Qualy Cdedu. D58. and SCSI liAding Component I 7777 Greenback 1.51w suite 109 5Iy kL_.-_.a._. aniddele fIcm Truss Plete trollhute. 218 N. Lee Sleet. S,jte 312. Alexondto. VA fl314. I cams I*tnigs. CA 95610 Job TRW T,uss Type Qty Ply 05-lS s1MQ..Oftm R45708870 Job Ra (cedoratt 1.04U 5 eep 5 acie allies ixisesines. I= ewe uzi 11:20:40 2015 P8502 lD:AHaOSKendVkveT?oaE1to.FmbnhgAOftwzyazwow65zas_qoNqmffJ)cGsEyRAgj LOAD CASE(S) Standard 1) Dead + Roof Uve (balanced): Lumber Inaease=1.25, Plate tncreaseel.25 Uniform Loads (pit) Vert 1.5=e8, 59=48. I1-13=-20, 1011=20, 1O.16=.30(F=.1O) I AWAMM-WINVIII, I b I wat READ NOTES ON lIES AND UND.CEED 7EK rRANcE PACE .74fl gee. 1OCOI5 euoi Destgnvatdfuse on1p wllh MiTet® comectas. lt* design b bed ceW uan pesometes diees and fan hatvided buldlig can not i a Seas sete,m Befase we. the bs5dlig desIgnniust veutfy the== of deiIgn panete,s and psop yS.1,esule 11* desIgn lito the overat I buldeig desIgn. &aciigfrudlcoted h topesvent buckling dSedMôal tiuss web ondIchoid mesiubesi only. Addlitonol tempaesy and peiniesient bacbig I Mi1ek I hedfarstdeiyondtopometcoBepsewilhpasdetepenondbipjyandpmpeutyda,nage. enetol guidance regeidng lIes I flcotbn sicuoge. delivery. erection aid brociig of f and buss systesie. see AJe,mi Q.oN Cul $$49j pg CenIetISeI I 777Gieenbadl Lane I Suaeiae Solely aI.... avthlafroniTnas Plate hetiMe. 21B N. Lee Street Suite 312. Alexandie. VA 2l4. I Cfaue Heubt4s.CA 95810 LQU(Q- 76425 W X dc IxI EXP. 12/31/2QIGLTP! OF October 22,2015 Ijob, ITruss TYPO Pty 1russ r I R45708677 I ISMRhGuestH0 05228.15 T2A GABLE I I JcbRelbrence(ooticnefl I Nun: 1.0.XI 5 JUl £0 £U1O rnnt f.0441 $ Uoi rxuia MuCK Iflousuws, IflC. Thu oct u$:11:15 2015 Page 1 ID:AHaQSiKendVve6T?oaEuoeDhtocOCOL6Q5Ii8Cnleg9z7LgqAJS?dHosin.z1siyQidQ -2-0-0 4-0.0 6-0-14 12.0.0 15-11.2 20.0-0 24.0-0 25-0-0 2.0.0 4-0.0 4.0.14 3-11-2 3-11-2 440-14 2-0-0 Scale 1:46.8 5x8 = 5l4 5 CONN. OF GABLE STUDS BY TRUSS MANUFACTURER. 4-0.0 i 8-044 i 12-0.0 i 15-11-2 I Plate Offsets (X.'fl- 12:0-3-13.0-0-31. 12:0-11-14.Edpe). 18:0-3-13.0-0-31. I8:O-11-14.Edgel, 1 10:20-0-0.1-0-151. 114:4-0-0,1-0-151 LOADING (psi) SPACING- 240-0 CSL DEFL. In (icc) tideS Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 2-14 >999 240 M120 2201195 TCDL 14.0 LumberDOL 1.25 BC 0.09 Vert(TL) -0.02 8-10 >999 180 BCLL 0.0 • Rep Stress [nor NO WB 0.04 Horz(fl) 0.00 8 Wa nla BCDL 10.0 Code IBC2012ITPI2007 (Matrix) Weight: 140 lb FT = 0% LUMBER- BRACING- TOP CHORD bA OF No.1&BIrG TOP CHORD Structural wood sheathing directly applied or 6" cc puilins. BOT CHORD 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 OF No.2 G I MiTek recommends that Stabilizers and required asss bracing OTHERS 2x4 OF StuWSt(1 G be Installed during truss erection. In accordance with Stabilizer LInstallation REACTIONS. All bearings 20-0-0 except (jt=length) 8=0-3-8. guide. (in)- Max Horz2e-98(LC17) Max Uplift All uplift 100 lb or less at joint(s) 2,8,13 Max Gray All reactions 250 lb or less at joint(s) except 2407(LC 35), 8=421(LC 41), 10441(LC 40). 14437(LC 36), 12394(LC 38), 13=425(LC 37), 11=425(LC 39) FORCES. (in) -Max. CompiMax. Ten. -All forces 250 (in) or less except when shown. WEBS 5.12=.31610, 7-10=-349144. 3-14=454150, 4-13=-348/51, 6-11=448143 NOTES. Unbalanced IDol live loads have been considered for this design. Wind: ASCE 7-10; Vuitllomph (3-second gust) Vasd=87mph; TCDL=8.4psi BCDL8.0ps1 h=25ft Cat. II; Exp B; enclosed; MWFRS (envelope) gable end zone and C-C Exterio42) -2-0-11 too-11-5, interiol(1) 0-I1-5 to 11-11-14. Exteiior(2) 11-11-1410 14-11-14 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 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. Gable studs spaced at 1-4-0 cc. This truss has been designed for a 10.0 psi bottom chord live load nonconainent with any other live loads. This buss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tail by 24)-0 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Bearing at joint(s) 8 considers parallel to gain value using ANSIITPI I angle to grain formula. Building designer should verily capacity of bearing surface. 1. provide mechanical connection (by others) of buss to bearing plate capable of withstanding 100 in Uplift at joint(s) 2,8,13. Following joints to be plated by qualified designer: Joint(s) 10. 14, not plated. This buss is designed In accordance with the 2012 International Building Code section 23061 and referenced standard ANSIITPI This buss has been designed for a moving concentrated load of 250.01b live located at all mid panels and at all panel points along the Top Chord. nonconoiinent with any other live loads. "Seni-rigld pitthbseaks including heels" Member end Italy model was used in the analysis and design of this buss. In the LOAD CASE(S) section. loads applied to the face of the buss are noted as front (F) or back (B). LOAD CASE(S) Standard nea AND INCUatED MTEJ( WERMCE PAGE Jl8-T4fl rw ISCSTISBUONDIsiE I Mu Design void for we anty with MITh&46comiectai. 11* desIgn Is besed ante upon pesometesitheerL and for an frsctvtsjd buldliØ component, not a Ines system. 8efcr we. the biAth,g s rrnustvestry1he,pIcabl8Iyot design pesaneters and pm erlyfricapesote lust design hto Ihe ovad butdhg design. Bracing fridicated b to prevent buclirig dfr,divldijollnen web cnd/achad mensteus anty Addifianal tenspesay and pessuaseni bmcg I MiTek bdways reched farst5ty aid to pievent ccicwse with posdele personal bliesy aid poperty domage. lageneid guldaice regading the I nn raeesbe Lean fabsicolian. storage. deitresy. ereclian and broatig off aid tear systems, see *jIjfl5u gum, Oluilo, CU-SC and IClI mlde0 Ceirpereet sote ice sdslp . .-. avotabia ham Thas Plate itsitMe. 218 N. Lee Sheet, Sdte 312. Alexm1a, VA J14. I C5ne HeiaMsGA eseto Jab Truss Frniss Type Qty Ply Smith Guest House R45708677 05228-15 T2A GABLE 1 1 Job Reference (oDtiOnafl uua. IWW1UV, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lnerease:1.25, Plate lnease=1.25 UnIform Loads (pit) Vert 15=48, 5-9=48, 212=20. 10.12=2O, 810=.30(F=10) Iun: f.DSU 5 JUl £0 £015 ront r.musuct (2010 MiTch inausates, Inc. Thu um 22 0911:16 2015 P5902 lD:AHaQS9(andVkvT?oaEioa0fto5bmnYRRp?G30sNsiheA3L2ItI4jo5QIbO9yQtdp II AWARMNG-vkviwp rip W'4 RESD NO1Ea ON 7PesANDINCuNoDNoEgRANcEPAGE.74n.w. 1G.WJ2Ot58EREj.5E DeslOn valid for see anlr with MiTeus coiviectan. This desln h based 05* upon pasarneten showr and b fa hsdvI,x baidhsgc05nponent, not a than system. Betas we. to bdldhig dasnanust veitty the appicablity of design pasanetess asd jxcMIVthcc,porate 5* desIgn bsto the ovend I buldeg design. itrcahigksdlcoted h to prevent bucicitng ci thdtvtduol buss web and/or chord membess or*. Additional ternpa05y aid permaidni bracbig I MiTek I kdways ,eqs*ed for stobSty and to piaveni coIewith poeste penond kiMy aid psapedydamape. F genescigsâdaice regadng the I fat Icatta staage. delfvesy. erection and bracthg of busses aid tees systems, see j5,ipfl Qssu5y Ci5*fa, Q5549 ne4 5J k4dkg Cdsscp.ejd I7M Greentact Lane I Sat I $u59109 I I sity Odeemalen avofdelo from Tees Psate heliMe, 218 N. Lee Sheet Suite 312. Alexaictla. VA ss314. I C5nS Hefaib. CA 9010 0 0 I U a- 8 7 6 5 3 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x. y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 'Ai' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available In MlT.k 20/20 software or upon request. PLATE SIZE The first dimension is the plate A v A width measured perpendicular ' " " to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use I or I bracing if indicated. BEARING flr Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint f number where bearings occur. 1 ' Min size shown is for crushing only. Industry Standards: ANSI/TPl1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling. Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in fl-in-sixteenths (Drawings not to scale) PRODUCT CODE APPROVALS [CC-ES Reports: ESR-131 1. ESR-1352. ESR1988 ER-3907, ESR-2362, ESR-1 397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. 02012 MffelSl All Rights Reserved mm W1 0 M!Tek 0 MJTek Engineering Reference Sheet: M11-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury Additional stability bracing for truss system. e.g. diagonal or X-bracing, is always required. See SCSI Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves may require bracing. or alternative Tor bracing should be considered. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. Provide copies of this truss design to the building designer. erection supervisor, property owner and all other interested parties. Cut members to bear tightly against each other. 9 6. Place plates on each face of truss at each jint and embed fully. Knots and wane at Joint cations are regulated by ANSi/TPI I. Design assumes trusses will be suitably protected from the environment In accord with ANSIFTP1 1. B. unless otheswlse noted, moisture content of lumber shall not exceed 19% at time of fabricatIon. Unless expressly noted, this design Is not applicable for use with tire retardant, preservative treated, or green lumber. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice Is to camber for dead load deflection, II. Plate type, size, ostentation and location dimensions Indicated are minimum plating requirements. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. Top chords must be sheathed or purlins provided at spacing Indicated on design. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. Connections not shown are the responsibility of others. Do not cut or alter truss member or plate without prior approval of an engineer. I?. Install and load vertically unless indicated otherwise. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. RECEIVED APPENDIX B LOCAL AGENCY REVIEW FORM OCT 2 9 2015 SECTION A (To BE COMPLETED BY APPLICANT) CITY OF CARLSBAD - BUILDING DIVISION Applicant C3Ttp\- Project Description Location \ 1 \Mkc: i Pive C\sr, (,'A OO 00 Assessors Parcel Number cl 7 - , 5 - (3 0 0 SECTION B (To BE COMPLETED BY LOCAL PUNNING OR BUILDING INSPECTION DEPARTMENT) Zonin Designation C C juui,diii) 42 du/ac General or Community Plan Designation Z.M (&' Mdfr') du/ac Local Discretionary Approvals Proposed development meets all zoning requirements and needs no local permits other than building permits. Proposed development needs local discretionary approvals noted below. Needed Received LI LI Design/Architectural review LI LI Variance for LI LI Rezone from LI LI Tentative Subdivision/Parcel Map No. U U Grading/Land Development Permit No. El LI Planned Residential/Commercial Development Approval LI LI Site Plan Review - 0 LI Condominium Conversion Permit El LI Conditional, Special, or Major Use Permit No. LI LI Other CEQA Status Categorically Exempt Class - Item LI Negative Declaration Granted (Date) El Environmental Impact Report Required, Final Report Certified (Date) Er Other - jet.Q v( C(Lc12LQ dcptl Prepared for the/?County of C'tt-t bF /24,5 'EM) by Datel, i. . c Title q4vu,i -5 LIL I ICOFF~tyof Carlsbad CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 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 Smith second dwelling unit Project ID: CT/MS: Building Permit Plan Check Number: CB153724 Project Address: 1823 Valencia AV A. P. N 207-250-63-00 Project Applicant (Owner Name): Christopher Smith Project Description: One detached second dwelling unit Building Type SFD Residential: NEW DWELLING UNIT(S) Square Feet of Living Area in New Dwelling/s Second Dwelling Unit: 640 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: kgenetta t7f6e4f Date 11/09/2015 SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 0 Vista Unified School District 0 San Marcos Unified School District 6225 El Camino Real 1234 Arcadia Drive 255 Pica 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) D 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 xl 166) B-34 Page 1 of 2 Rev. 03/09 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. 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 TITLE NAME OF SCHOOL DISTRICT DATE CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 s;— PHONE NUMBER rL( 331-006 Signature: Date: B-34 Page 2 of 2 Rev. 03/09