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HomeMy WebLinkAbout1890 BASSWOOD AVE; ; PC2019-0091; PermitPERMIT REPORT rc ity of Carlsbad Print Date: 08/04/2020 Permit No: PC2019-0091 Job Address: 1890 BASSWOOD AVE, Permit Type: BLDG-Plan Check Parcel #: 2050805400 Valuation: $ 0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: CARLSBAD, CA 92008-1108 Work Class: Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Residential Status: Closed - Finaled Applied: 12/02/2019 Issued: 03/06/2020 Finaled Close Out: 08/04/2020 Inspector: Final Inspection: Project Title: Description: GARST: NEW 350 SF SINGLE STORY ATTACHED ADU /1470 SF REMODEL TO MAIN RESIDENCE Applicant: Property Owner: SHANE GARST SHANE GARST 1890 BASSWOOD AVE 1890 BASSWOOD AVE CARLSBAD, CA 92008 CARLSBAD, CA 92008 FEE AMOUNT MANUAL BLDG PLAN CHECK FEE $380.00 Total Fees: $ 380.00 Total Payments To Date: $ 380.00 Balance Due: $0.00 Building Division Page 1 o 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-I Plan Check pcaoI11 Est. Value PC Deposit Date Job Address _fi& &'lJOO A%IQ_Suite: APN:_ CT/Project#: Lot #: Fire Sprinklers: yes Air Conditioning: yes /'j Electrical Panel Upgrade: yes BRIEF DESCRIPTION OF WORK: - JO Addition/New: ,Sô Living SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit?V No New Fireplace? Yes if yes how many? Remodel: q'70 SF of affected area Is the area a conversion or change of use? Yes / No 0 Pool/Spa: SF Additional Gas or Electrical Features? E] Solar: KW, ______ Modules, Mounted: Roof/Ground, Tilt: Yes! No, RMA: Yes/ No, Battery: Yes/ No Panel Upgrade: Yes/No 0 Reroof: El Plumbing/Mechanical/Electrical Only: El Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name:5t€ Name: co Address: t7o Ave Address: City: (Ldsb&. state:CA Zip:9?Oo City: ___________________State: Zip: Phone: (I? 78 14gog Phone: Email: ___(4. Email:_____________________________ DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: Name: Address: Address: City: State: Zip: City: State: Zip: Phone: Phone: Email: Email: Architect State License: State License: Bus. License:_________________ (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 the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she 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 penalty of not more than five hundred dollars {$5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuildingccarIsbadca.gov B-i Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'cOMPENSATION DECLARATION: I hearby affirm.underpehalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. O I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. Expiration Date: O 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 be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: DAGENT DATE: (OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: O 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). 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). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. OYes 0 No I (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, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): I will provide some of the work, but I have contracted (hired) the foijowing persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: 7"Z__ _1T DAGENT DATE: I 2 2 t CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSTSAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall 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 date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 dayL(S' 106.4.4 Uniform Building ode). 011 APPLICANT SIGNATURE: 0 4__• /'(t DATE: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIding@'carIsbadca.gov B-I Page 2 of 2 Rev. 06/18 EsGilV/0 A SAFEbuiIt'Company DATE: January 25, 2020 JURISDICTION: Carlsbad PLAN CHECK #.: CBPC2019-0091 SET: II PROJECT ADDRESS: 1892 Basswood Ave APPLICANT (/1 JURIS. PROJECT NAME: Addition (ADU) & Remodel to Garst Residence D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E1 The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: 1121120 (byçr[/1) Email: Mail Telephone Fax In Person REMARKS: Please incorporate the red inked changes made on sheets A2rNtf3his set to the other set of plans. By: Abe Doliente Enclosures: EsGil 12/9/20 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 V EsG!l A SAfEbuittCompany DATE: December 20, 2019 U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBPC2019-0091 SET: I PROJECT ADDRESS: 1892 Basswood Ave PROJECT NAME: Addition (ADU) & Remodel to Garst Residence E The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. fl The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Shane Garst fl EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Shane Garst Telephone #: 619-788-4408 Date contacted: (by: ) Mail Telephone Fax In Person LI REMARKS: By: Abe Doliente EsGil 12/2/19 Email: shaegarst@gmail.com Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBPC20 19-0091 December 20, 2019 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBPC2019-0091 JURISDICTION: Carlsbad PROJECT ADDRESS: 1892 Basswood Ave FLOOR AREA: ADU - 350 SF Remodel - 470 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 20, 2019 FOREWORD (PLEASE READ): STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/2/19 PLAN REVIEWER: Abe Doliente 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 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 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 2015 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 CBPC20 19-0091 December 20, 2019 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: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Signatures on the final sets of plans will be verified before they are approved. FIRE PROTECTION Revise the location of the smoke alarm so that it is at least 20 ft away from the cooking appliance. Note on the plans that existing smoke alarms and carbon monoxide alarms will be field verified by the City Building Inspector. ELECTRICAL For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. CEC Article 210.52(E). This receptacle must be GFCI protected. Per CEC Article 210.11 (C)1, note on the plans that there will be a minimum of 2 small appliance branch circuits within the locations specified in Article 210.52(B), i.e., kitchen and dining areas. An ADU may have a separate utility service installed, or sub fed via existing service with adequate capacity. ADU's require electrical load calculations per CEC 220.83 to justify existing electrical service size is adequate. Carlsbad CBPC20 19-0091 December 20, 2019 RESIDENTIAL GREEN BUILDING STANDARDS In addition to the notes already shown on the plans, revise of add the following to comply with the current code. 7. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1. FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall-mounted) 0.125 gallon/flush Urinals (others) 0.5 gallon/flush Showerheads 1.8 gpm @80 psi Lavatory faucets 1.2 gpm @ 60 psi' Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.25 gallons per cycle 1 Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm © 80 psi, or the shower shall be designed so that only one head is on at a time. CGC Section 4.303.1.3.2. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. ENERGY CONSERVATION When replacing or modifying the mechanical system: If applicable. If more than 40' of new ductwork is installed in unconditioned space, HERS inspection is required for both existing and new duct sealing. Replacement of mechanical equipment (air handler, condensing unit of an air conditioner or heat pump, cooling or heating coil, or the furnace heat exchanger) requires HERS inspection. Note: The CFIR-ALT-HVAC form may be submitted at the final inspection, it is not required at initial plan submittal. Carlsbad CBPC2019-0091 December 20, 2019 MISCELLANEOUS 11 .1 Sheet SI refers to detail B/Si. Please clarify. 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. - Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No L3 14. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Error! Reference source not found. at EsGil. Thank you. ii Carlsbad CBPC20 19-0091 December 20, 2019 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBPC2019-0091 PREPARED BY: Abe Doliente DATE: December 20, 2019 BUILDING ADDRESS: 1892 Basswood Ave BUILDING OCCUPANCY: R3/U BUILDING POR11ON AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ADU 350 169.50 59,325 Remodel 470 46.51 21,860 Air Conditioning Fire Sprinklers TOTAL VALUE 81,185 Jurisdiction Code 1cb IBY Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee I I I ;i t;i E. Type of Review: Q Complete Review o Structural Only 0 Repetitive Other — 17 ve Fee Repeats 0 Hourl - EsGil Fee 352.861 Comments: Sheet 1 of 1 A (7 ./ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Planning Division 1635 Faraday Avenue (760) 602-4610 www.carIsbadca.ov DATE: PROJECT NAME: PROJECT ID: APN: PLAN CHECK NO: 2 pi - SET#: ADDRESS: ***UPDATED INFORMATION FOLLOWS ON PAGE 5 *** D This plan check review is complete and has been APPROVED by the Division. By: A Final Inspection by the Division is required Yes fl 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: 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 [] Hector Salgado 760-6024624 Gina Ruiz 760-6024675 Sarah Cluff 760-602-4619 PLANNING DIVISION <a BUILDING PLAN CHECK / C IT Y O F REVIEW CHECKLIST CARLSBAD P-28 Planning Division 1635 Faraday Avenue (760) 602-4610 www.crIsbadca.ov Plan Check No. PC2019-0091 Address 1892 BASSWOOD AVE Date 2/10/20 Review # Planner SARAH CLUFF Phone (760) 602-4619 APN: 2050805400 Type of Project & Use: ADU Net Project Density: DU/AC Zoning: j. General Plan: 4 Facilities Management Zone: 1 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: 0 Item Complete D Item Incomplete - Needs your action u. Environmental Review Required: YES 0 NO 0 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 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: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES 0 NO CA Coastal Commission Authority? YES Q NO Q 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): 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 Energov 0 0 Inclusionary Housing Fee required: YES 0 NO E] (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES 0 NO 0 For construction of inclusionary units, email notification provided to HNS?: YES 0 NO 0 (Email Susan Steinkemp in HNS with project number and contact info) 0 0 Housing Tracking Form (form P-20) completed: YES Cg NO 0 N/A 0 Site Plan: PLANCHECK 2: STATE OF CALIFORNIA LAWS HAVE CHANGED. THE REQUIRED SIDE YARD SETBACK FOR AN ADU IS NOW 4', EFFECTIVE JANUARY 1, 2020, WITH NO REQUIREMENT FOR A REDUCED SIDE YARD SETBACK WHICH WOULD REQUIRE THE DEMO OF THE EXISTING PATIO COVER PLANCHECK 1: PLEASE UPDATE YOUR SITE PLAN TO INCLUDE YOUR LOT WIDTH PER THE FOLLOWING DEFINITION: YOUR SETBACKS PER ITEM I BELOW WILL ALSO NEED TO BE UPDATED TO SHOW COMPLIANCE. O Z 0 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 ED 0 0 1. Applicability: YES 0 NO [J 19 0 0 2. Project complies: YES 0 NOD Zoning: 0 0 0 1. Setbacks: PLANCHECK 2: FENCING IN FRONT YARD SETBACK IS OVER HEIGHT. STATE OF CALIFORNIA LAWS HAVE CHANGED. THE REQUIRED SIDE YARD SETBACK FOR AN ADU ARE 4', EFFECTIVE JANUARY 1, 2020, WITH NO REQUIREMENT FOR A REDUCED SIDE YARD SETBACK WHICH WOULD REQUIRE THE DEMO OF THE EXISTING PATIO COVER. PLANCHECK 1: PLEASE UPDATE SETBACKS FOR ATTACHED STRUCTURES PER THE INFORMATION BELOW. 1 I !n 41!WJ Ji'AnJ1:1i. Front: Required 20' Shown Interior Side: Required ADU: 4' Shown ........ Street Side: Required Shown Rear: Required 20% OF LOT WIDTH Shown j. Top of slope: Required Shown 0111111110 2. Accessory structure setbacks: NO DETACHED STRUCTURES PROPOSED. Front: Interior Side: Street Side: Rear: Structure separation: Required Shown Required Shown Required Shown Required Shown Required Shown P-28 Page 3 of 6 07/11 IuIi • , y - - - • -4""M e N W&L Required 40% MAX Shown 2 Height: y. • ' Rr-=hAAINIR- OUT OF G0AfiP'_IAhIM__ WITH 0-1-IR MAXIMUM HEIGHT Or= FrEhIGES 1h, T44j - - PER IBELOW. W [ii • I '4 I LU I&'!'I U !I -r& I U •YY !'aL- riiW& Y I .• viI rejamaTiTI Id - -- - . FENCING IN FYSB Required 42" MAX Shown PRIMARY/ADU Required 24' MAX FLAT, 30' MAX W/MIN 3:12 PITCH Shown 12''1" O 0 0 5. Parking: PLANCHECK 3: PLEASE COMPLETE THE B-55 CAP TEMPLATE TO DECLARE COMPLIANCE WITH THE CLIMATE ACTION PLAN EV REQUIREMENTS. PLEASE ONLY INCLUDE THE FRONT YARD SETBACK IN CALCULATION OF THE ALLOWED FRONT YARD SETBACK PAVED AREA. AT CURRENT, AREA INTERIOR TO THE FRONT YARD SETBACK IS SHADED AS BEING INCLUDED IN THIS SQUARE FOOTAGE. PLEASE UPDATE THE SQUARE FOOTAGE ONLY TO INCLUDE THE FRONT YARD SETBACK. PLEASE PROVIDE A CALCULATION OF 30% OF THE UPDATED FRONT YARD SQUARE FOOTAGE (NEW SF X .3 = 30% CALCULATION). PER TABLE E OF THE PARKING CODE, PAVING OF THE FRONT YARD BEYOND THE DRIVEWAY MAY NOT BE PERMITTED DEPENDING ON THE SIZE OF THE YARD. PLEASE REFERENCE TABLE E: PLEASE NOTE, THE ADU PARKING CAN BE PARKED TANDEM, IN THE DRIVEWAY FRONT OF THE MAIN GARAGE. PLANCHECK 2: STATE OF CALIFORNIA LAWS HAVE CHANGED, EFFECTIVE JANUARY 1, 2020. IT MAY BE POSSIBLE THAT ADU PARKING IS NO LONGER REQUIRED, IF YOU ARE ABLE TO PROVIDE A MAP, SHOWING 1/2 MILE WALKING DISTANCE OR ONE OF THE FOLLOWING: Within Y2-mile walking distance of public transit (including bus stops) Within an architecturally and historically significant district That are part of the existing primary residence or a converted accessory structure In areas where on-street parking permits are required but not offered to ADU occupants Within one block of car share vehicles IF THE ABOVE CANNOT BE SHOWN TO BE AVAILABLE TO THIS LOT, PLEASE DECLARE THE TOTAL SQUARE FOOTAGE OF THE 20' FRONT YARD SETBACK, AND P-28 Page 4 of 6 07/11 VED FOR PARKI - .- - - -- -- - .....---- w. ru.n. • I, U fl UUI I LETED COPY OF THE ATTACHED "CAP BUILDING PLAN TEMPLATE - B-55" PLANS' COVER SHEET WITH YOUR NEXT SUBMITTAL. THIS SATISF )ING REQUIREMENTS AND WILL DECLARE THE REQUIRED ELECTRIC VEHH GING READY. CAPABLE. OR INSTALLED STATUS FOR PLANNING! SECTION A.4 (TABLE E). PLEASE UPDATE THE PROPOSED ADU PARKING fFIAT IT IS SHOWN AS A MAXIMUM OF 30% OF THE REQUIRED FRONT YARD (PARI1 TANDEM IN FRONT OF THE GARAGE PER SECTION A.2 - TABLE C), OR PROV PERCENTAGES OF THE PAVED FRONT YARD DEDICATED TO THE DRIVEWAY 10 PROPOSED ADU PARKING SPACE CONFIRMING THAT THE FRONT YARD PA PARKING DOES NOT EXCEED 30% PER TABLE EJ IVLI lr.ty.r . I]1T1 11111 i*LI1JI n Ml .1tUJJ1 IUI11L 1I MI .i .. LTWTA11 TII -. (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown ***UPDATEDINFORMATIONFOLLOWS D00 Additional CommêiitiPLANCHECK 2: WHERE _IS THE_PROPOSED BEDROOM FOR THE ACCESSORY DWELLING_ UNIT? _LIVING SPACE MUST BE DECLARED ON SHEET A_2. STATE OF CALIFORNIA LAWS HAVE CHANGED, EFFECTIVE JANUARY 1, 2020. THE NOTICE OF RESTRICTION WILL NO LONGER LIMIT OWNER-OCCUPANCY. PLANCHECK1 ( __-A -NOTICE - OF-RESTRICTION -(NOR) WILL- BE_ REQUIRED- FOR -THE -ADU __UPON COMPLETION OF ALL PLANNING CORRECTIONS, _CITY STAFF WILL PREPARE _THE NOR FOR HOMEOWNER TO HAVE NOTARIZED AND RETURN TO THE CITY. APPROVAL WILL NOT BE GRANTED UNTIL THE NOR IS COMPLETED AND RETURNED P-28 Page 5 of 6 07/11 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE P-28 Page 6of6 07/11 T H-IM MiTek" MiTek USA, Inc.. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: gharst The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Pacific Truss. Pages or sheets covered by this seal: K6975341 thru K6975344 My license renewal date for the slate of California is September 30, 2020. C70068 EXP. 9-30-2020 J* November 25,20 19 Zhao, Xiaoming IMPORTANT NOTE: The seal on those truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSl/TPI 1. These designs are based upon parameters shown (e.g., toads, supports, dimensions, shapes and design codes). which were given to MiTek or TRENCO. Any project specific information included is tar Mileks or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. Fccalolq-00011 Truss Typo dy gharsl I'I I [F'It K6975341 I ll I 1 .....JJob Ref erence (gplional) racuiiu i russ ow'l ulciu, upring valley. LP. (.b'W S AUg lb ZIII( MileS inousinaS, iflc. Mon Nov52 laa:05 5010 Iage 1 tD:K4Z31VHZAiHm4ur89ll6B7yFfPK-l-fqHG0rZI9vijcP3qlhcBfDawFwauhMgYvH65GWyFeGt 6-0.2 11.2.6 164.14 22-5.0 6-0-2 5.2-6 5-2-6 6-0-2 Scale 1:37.5 4x4 = 356 = 3x4 = 3x6 = 3*4 = 356 = 7.6.15 5.11.3 7.6.15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lc) I/doff lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vort(LL) -0.09 13-8 >999 240 MT20 220/195 TCOL 15.0 Lumber DOL 1.25 BC 0.51 Verl(CT) -0.36 6.8 >747 180 BCLL 0.0 Rep Stress lncr YES WB 0.24 Ilorz(CT) 0.08 5 n/a ilia BCOL 10.0 Code tBC20151TP12014 (Matrix-M) Weight: 83 lb FT = 20% LUMBER- BRACING. TOP CHORD 2X4 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins. BOT CHORD 2X4 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF SId C REACTIONS. (lb/size) 1=100910-3-8.5=1009/0-3-8 Max Horz 1=28(LC 11) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2252/23.2-15=-2197/35.2-16=-1976/11. 3-16=-1914125.3-17=-1914125.4-17=-l976111.4-18=-2197/35, 5.18=2252/23 BOT CHORD 1-8=-0/2084.7-8=0/1421.6-7=0/1421,5-6=-0/2084 WEBS 2-8=-411/79. 3-8=0/602, 3.6=0/602. 4-6=.411/79 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10: Vultal 10mph (3-second gust) Vasd=87mph: TCDL=6.opsf; BCt)L=6.opsl: hu2511: B=45f1; L24ft: eave=4ft: Cat. If: Exp B: enclosed; MWFRS (directional) and C-C Exterbor(2) 0-0-01o3-0-0, Interior(l) 3-0-0 to 11-2-8. Exterior(2) 11-2-810 14-2-8 zone: cantilever left and right exposed : end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber 001=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads. '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. A plate rating reduction of 20% has been applied for the green lumber members. 6)"Semi-rigid pitchbreako including heels' Member end fixity model was used in Iho analysis and design of this truss. ,oSsIoA .N ING C70068 November 25,2019 WARNING - Ve,I& dnsi9nparNrrnlnrn and 116.40 NOTES ON THIS .11/0 INCLUDE!) Mr'S't nEni'Ewcj: PA4C n411-7473 mn iO53115 fII/.eOHE I/SC. Design valid for use only with MiTeklSlconnectors. This design is based only upon Parameters shown. and is for an individual building component, not a truss system. Before use, he building designer must verily lire applicability of design parameters and Property incorporate IllS 1155150 into IllS overall rVii - building design. Bracing indicated isle prevent buckling of individual truss web and/Or chord members only. Additional temporary and permanent bracing MiTe k is always required for stability and to prevent collapse with possible personal injury and properly, damage. For general guidance regarding the fabrication. slsregn. delivery, erection and bracing of mosses and truss systems. see ANSI/TPII Quality Criteria. DSlI-89 and SCSI Building Component 250 Slag Circle Safely Information available from Truss Plate Institute. 218 N. Lea Street. Suite M. Alexandria, VA 22314. Corona, CA 92880 * .. Truss ssType [lob Oly gharsl [G'IBLE l T1A I I 1 1 nce (optional) K6915342 Pacific Truss SAN DIEGO, Spring Valley, CA 7.640 S Aug 16 2011 MiTok Industries, Inc. Mon Nov 25 12:39:03 2019 Page 1 ID:MZ31VHZAJHm4ur89tI6B7yFIPK-I1redBaVwD7ZOZe0RP7OCO75?Kw7Opwh8xsfpyyFeGs 6-0.2 - 11-2.8 16.4.14 22-5-0 6.0-2 5-2.6 5-2.6 6.0.2 - Scale 1:37.5 4x4 = MT 1.54 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. 3x6 = 30 = 3x6 = 354 = 3x6 = 741-15 6'11.3 7-8.15 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. in (lc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.09 6-8 >999 240 MT20 220/195 TCOL 15.0 LumberOOL 1.25 BC 0.51 Verl(CT) -0.36 6-8 >747 180 BCLL 0.0 - Rep Stress (ncr YES WE 0.24 I'lorz(CT) 0.08 5 n/a We BCDL 10.0 Code IBç2015rrPI2014 (Matrix-M) Weight: 117 lb FT = 20% LUMBER- BRACING- TOP CHORD 2X4 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-0-1 cc purling. BOT CHORD 2X4 OF No.2 C . I3OT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2X4 OF Sid G OTHERS 2X4 OF Sid G REACTIONS. (lb/size) 1=1009/0-3-8.5=1009/0-3-8 Max Horz128(LC11) FORCES. (Ib). Max. Comp.lMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1.44=.2252/23, 2.44=.2197/35, 245-1976/11. 345=.1914/25. 3.46=.1914/25, 4-46=-1976/11, 4-47o-2197/35, 547-2252/23 BOT CHORD 1-8=-0/2084.7-8=0/1421.6-7=0/1421, 5-6-0/2084 WEBS 2-8=-411/79.3-8=0/602.3-6=0/602.4-6=-411179 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10: Vull=110mph (3-second gust) Vasd=87mph; TCDL6.0psf: BCOL=6.opsl; h=2511: B=45ft; L2411: oave=4It: Cal. II; Exp B; enclosed; MWFRS (directional) and C-C Exterior(2)0-0-0 1o3-0-0. Intonor(1)3-0-olo 11-2-8. Exterior(2) 11-2-810 14-2-8 zone: cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber OOLu1.60 plate grip OOL= 1.60 Truss designed for wind loads in the plane of the truss only. For Studs exposed 10 wind (normal 10 the lace), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. Gable studs spaced at 1-4-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads. 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 rut between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. ING C70068 November 25,2019 WARNING - Verify design pnraluelere and READ NOTES ON THIS AND INCLUDED EIWA( RciFEH&4G6 PAGE 017.7473 re,, 141730073 E8N'.NfE US17 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. adore use, tire building designer must verify the applicability 01 design parameters and property incorporate this design into the overall building design. Bracing indicated isle prevent buckling of individual trues web andlor 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 babricution, storage, delivery. erection and bracing of trusses and truss systems, see ANSIiTPII Qualify CriterIa, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute. 210 N. Lee Street, Suite 312. Atesundria, VA 22314. Corona. CA 92880 Job . Truss Truss Type Qty Ply K6975343 gherst 12 QUEENPOST 1 1 - __,__ Job Reference (optional) vay, L^ forte a itiutg 10 £U1( mties tnaustrtes, tnc. MOG mov 1B:Ja:us iu1a vage i ID: 231 VHZAiHrtt'1ur89tl6I37yFfPK-llredllaVwD?ZDZe0RP7OCO77OKwUQqIh8asfpyyFeGs 4.6.2 8.2.8 11.15.14 . 16.5-C 4.6.2 3-8.6 3.6.6 4.6.2 Scale 1:27.6 454 = 3 354 = LOADING (psi) TCLL 20.0 TCDL 15.0 BCLI 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 LumberOOL 1.25 Rep Stress ncr YES Code 1BC2015/1P12014 CSI. TC 0.16 BC 0.48 WB 0.18 (Matrix-M) DEFL. in Vert(lJ.) -0.05 VOrl(CT) -0.21 Horz(CT) 0.05 (lc) lldoti ticS 6-12 >999 240 6-12 >927 180 5 n/n n/a PLATES GRIP MT20 220/195 Weight: 60 lb FT 20% LUMBER- BRACING- TOP CHORD 2X4 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc puffins. BOT CHORD 2X4 OF No.2 G SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Std G REACTIONS. (lb/size) 1=739/0-3-8.5=73910-3-8 Max Herz 1=.21(LC 10) FORCES. (Ib). Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 113=.1551163. 2-13-1503fl5. 2-14=-1161/22, 3-14=-1118/33. 3-15=-111W33. 4-l5u-1161122.4-16=-1503/75. 5-16-1551/63 BOT CHORD 1-6=-45/1437.5-6=45/1437 WEBS 2-6--426/80,3-6=0/451,4-6=426/80 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10: Vultllomph (3-second gust) Vasdu87mph: TCDL6.opsf: IICDL=6.opsf: h=25f1: 13=450: L=2411; eave411: Cal. If: Exp B; enclosed: MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3.0-0. Interior(l) 3-0-0 to 8-2-8. Exterior(2) 8-2-8 to 11-2-8 zone: cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions sho w n : Lumber DOL=1.60 plate grip DOL=1.60 This truss has been designed for a 10.0 psI bottom chord live load noilconcurronl with any other live loads. - This truss has been designed for a live load of 20.opsf on the bottom chord in all areas whore a rectangle 3-6-0 tall by 2-0-0 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. Semi-rigid pitchbreaks including heels" Member and fixity model was used in the analysis end design of this truss. ,oESSlaPi,N C70068 1* November 252019 WARNING- Verify design parameters anti READ NOTES ON 711IS AND INCLUDED .ifttElf REFERENCE PAGE MII'f473 roe. ,'it-03,2015 BEFORE USE aAll Design valid for use only with MiTek® connectors. This design is based only upon parameters sham. and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into t h e o v e r a l l mut building design. Bracing indicated is to prevent buckling of individual truss web and/or thorti members only. Additional temporary and permanent b r a c i n g MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guclance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, 058.89 and SCSI Building Component 250 (tug Circle Safety information available from Truss Plate Institute. 218 N. Lee Street. Suite M. Aloandnia, VA 22314. Corona, CA 92880 j là 3x4 = 3u8= 304 = J Job Truss rruss Type QIY Ply 1(6975344 I 9har51 T2A GABLE l - rI Lob Reference (optiol!) Pacific Truss SAN DIEGO. Spring Valley, CA 7.640 s Aug 162017 MiTek Industries, Inc. Mon Nov 25 12:39:04 2019 Page 1 lD:lc4Z31VHZAiHIn4ur89ll6B7yFIPK-E000rXb7hW7QrjDC?6efkegt8kGj9H6rMbbCLOyFeGr 44.2 8.2.8 11.10.14 16.5.0 6 42 34.6 34.5 443 Scale = 1:27.6 4a4 = MT 1.54 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 125 Rep Stress (ncr YES Code IBC2015iTPI2014 CSI. TC 0.16 BC 0.48 WB 0.18 (Matrix-M) DEFL. in Vert(LL) -0.05 Vert(CT) -0.21 Horz(CT) 0.05 (lc) tideD L/d 6-26 >999 240 6-26 >927 180 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 71 lb FT = 20% LUMBER- BRACING- TOP CHORD 2X4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc pullins. BOT CHORD 2X4 OF No.2 C SOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Std C OTHERS 2X4 DF Sid G REACTIONS. (lb/size) 1=739/0-3-8. 5=739/0-3-8 Max Herz 121(LC 10) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (tb) or loss except when shown. TOP CHORD 1271551/63. 2-27=-1503175, 2-28u-1161/22. 3-28=-i 118/33, 329=1i18i33. 4-29-1161/22. 430=1503/75. 5-30=-1551/63 BOT CHORD 1-6=45/1437. 5-6=45/1437 WEBS 2.6=426/80. 3-6=0/451, 4.6-426/80 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10: Vultnulomph (3-second gust) Vasd=87mph: TCDLn6.opsf; 8C1X=6.opsf; 11250; B=4 511; t.2411: o a v e = 4 f I : C a t . I t : Exp B; enclosed; MWFRS (directional) and C-C Exleflor(2) 0.0-0 to 3-0-0. Interior(1) 3-0-0 to 8-2-8. Exterior(2) 8-2-8 to 11- 2 - 8 z o n e ; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions ahown; Lumber DOL=1.60 plate grip DOL=1 .60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face). see Standard Indu s t r y Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. Gable studs spaced at 1-4-0 oc. This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. * This truss has been designed for a live toad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wi l l fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. 'Semi-rigid pilchbreaks including heels* Member end fruity model was used in the analysis and design of this truss. , C70068 November 25,2019 WARNING - lderlfyrksipopwu,.,eters and NOv10 li'ores on WIS AND INCI.0000 t.11ThR PEFERCNCE i'aGEM11-1473,ee 16.1231257.5 BEFORE USE Design valid for use only with MiTeS® connectors. This design is based only upon parameters Shown. and is for an individual buidirlg ceniponeel. not a baSs 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 bracing permanent MiTek is always required for stability and 10 prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and lnjss systems, see ANSIIrPU Qualify Criteria, ose-89 and SCSI Building Component 250 King Circle Safety Information available from Truss P1018 Institute. 218 N. Lee SIred, Suite 312. Alexandria. VA 22314. CorOna, CA 92880 Symbols PLATE LOCATION AND ORIENTATION - I 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. O-is" For 4 x 2 orientation, locate plates 0- i ' from outside edge of truss. - This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 X 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING fl? Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint { number where bearings occur. I t Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSl: 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 ft-in-sixteenths (Drawings not to scale) PRODUCT CODE APPROVALS [CC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIITPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Mffe k 6 MiTek Engineering Reference Sheet: Mll-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 BcSl. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 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, properly owner and all other interested parties. Cut members to bear lightly against each Other. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. Unless expressly noted, this design is not applicable for use with fire 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. Plate type, size, orientation 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 pudins provided at spacing indicated on design. Bottom chords require lateral bracing at loft. spacing, or less, if no ceiling is installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. Do not cut or alter truss member or plate without prior approval of an engineer. 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 atone is not sufficient. Design assumes manufacture in accordance with ANSI/TPt 1 Quality Criteria. 1 2 3 TOP CHORDS CI'2 C2-3 I WEBS i _ 0 0 Cs.6 0 CZ.8 C6.? BOTTOM CHORDS CHORDS 8 7 6 5 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. (City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. - NOTE: The following type of permits are not required to fill out this form + Patio I •• Decks 1 + PME (w/o panel upgrade) + Pool A If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. A Details on CAP ordinance requirements are available on the city's website. 4 A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Application Information BP No.: Pc0 11-OY PropertyAddress/APN: Applicant Name/Co.: Applicant Address: Contact Phone: c q qN Contact Email: Contact information of person completing this checklist (if different than above): Name: t1.IIAJlL As Contact Phone: Company name/address: Contact Email: Applicant Signature: Date: B-50 Page 1 0f6 Revised 08/19 Project Name/Building Permit No.: City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the OrdinanceCompliance checklist are applicable to your project. For alterations and additions to existing buildings, ch Building Pmt Valuation workshe. Building Permit Valuation (BPV) from worksheet, $_ 1, ' Ut.) Construction Type Complete Section(s) Notes: A high-rise residential building is 4 or more stories, including a 'Residential . _gte High-rise mixed-use building in which at least 20% of its conditioned floor V area is residential use - L1 , A, 3A, 1 B, ' New construction : Additions and alterations: 0 BPV < $60,000 N/A N/A All residential additions and alterations BPV 2! $60,000 14A 4A 1-2 family dwellings and townhouses with attached garages 0 Electrical service panel upgrade only ' only *Multi-family dwellings only where interior finishes are removed BPV 2! $200,000 IA, 4A* IB, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 0 Nonresidential O New construction 1 B, 2B, 3B, 4B and 5 O Alterations: BPV 2- $200,000 or additions 2t 1,000 lB 5 square feet BPV 2! $1,000,000 16, 2B, 5 Building alterations of 2! 75% existing gross floor area a 2,000 sq. ft. new roof addition 26, 5 1 B also applies if BPV a $200,000 CAP Ordinance Compliance Checklist Item Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary. Ii. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information when completing this section. A. Residential addition or alteration? $60,000 building permit valuation. 0 N/A___________________________ —See CMC section 18.30.190. 0 Exception: Home energy score? 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements 1978 Select one: xfore ___________________ O Duct sealing 0 Attic insulation 0 Cool roof 0 Attic insulation 1978 and later Select one: Lighting package 0 Water heating Package Between 1978 and 1991 Select one: Duct sealing 0 Attic insulation 0 Cool roof 1992 and later Select one: Ughting package 0 Water heating package B. D Nonresidential* new construction or alterations? $200,000 building permit valuation, or additions? 1,000 square feet. 0 N/A___________________________ Updated 8/15/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CIVIC 18.21.155 and CALGreen Appendix A5, Division A5.2 - Energy Efficiency. A5.203.1.1 Choose one: 0.1 Outdoor lighting 0.2 Warehouse dock seal doors 0.3 Restaurant seniice water heating (comply with California Energy Code section 140.5, as amended) 0 N/A_____________________________ 0 .4 Daylight design PAR 0 .5 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: 0 .95 Energy budget 0 .90 Energy budget 0 N/A____________________________ A5.211.1 0 On-site renewable energy 0 N/A_____________________________ A5.211.3** o Green power (if offered by local utility provider, 50% minimum renewable sources) o N/A_____________________________ A5.212.1 0 Elevators and escalators 0 N/A___________________________ A5.213.1 0 Steel framing 0 N/A______________________ * Includes hotels/motels and high-rise residential buildings For alterations ~ $1,000,000 BPV and affecting >75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CIVIC 18.30.130 instead. 2. Photovoltaic Systems fl Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CIVIC 18.30.150(B) (high-rise residential) or 18.30.170(B) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional sheets if necessary) CFA #d.u. Calculated kWdc* Exception 0 0 0 Total System Size: kW1c kc = (CFAx.572) / 1,000 + (1.15 x #d.u.) 'Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. n Nonresidential new construction or alterations ?$1,000,000 BPV and affecting a75% existing floor area,or addition that increases roof area by ~2,000 square feet. Please refer to CIVIC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel!motel buildings. Choose one of the following methods: O Gross Floor Area (GFA) Method GFA: Mm. System Size: kWdc 0 If < 10,000s.f. Enter: 5 kWdc 0 If ~: 1O,000s.f. calculate: 15 kWdc x (GFAI10,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. 0 Time- Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:'__ x.80= Mm. system size: _ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A LI Residential and hotel/motel new construction Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. o For systems serving individual dwelling units choose one: Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) O Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) O Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors Exception: For systems serving multiple dwelling units, install a central water-heating system with all of the following: Gas or propane water heating system Recirculation system per CMC 18.30.150(B) (high-rise residential, hotel/motel) or CMC 18.30.170(B) (low- rise residential) Solar water heating system that is either: .20 solar savings fraction O .15 solar savings fraction, plus drain water heat recovery Exception: B. LI Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. Water heating system derives at least 40% of its energy from one of the following (attach documentation): O Solar-thermal 0 Photovoltaics 0 Recovered energy Water heating system is (choose one): Heat pump water heater Electric resistance water heater(s) OSolar water heating system with .40 solar savings fraction 0 Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. eic Vehicle Charging ..... A Residential New construction and major alterations* \.. Please refer to Carlsbad Ordinance CIVIC section 18.21.140 when completing this section. ,"One and two-family residential dwelling or townhouse with attached garage: 'One EVSE Ready parking space required 0 Exception: 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculations: Total EVSE spaces .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be 'Capable," "Ready" or "Installed!) *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation $60,000 or include an electrical service panel upgrade; (2) for mulfamiIy dwellings (three units or more without attached garages), alterations have a building permit valuation ~! $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. [1 Nonresidential new construction (includes hotels/motels) 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 201 and over . 10 percent of total 50 percent of Required EV Spaces 11 Updated 8/15/2019 5 N City of Carlsbad Climate Action Plan Consistency Checklist 1 5. [1 Transportation Demand Management (TOM): Nonresidential ONLY N An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TDM plan based on the permit details. Employee ADT Estimation for Various Commercial Uses Emp ADT for • ADTI Use first LMsI. s's Office (all)2 20 13 Restaurant 11 11 Retai13 - 8 4.5 Industrial - 4 3.5 Manufacturing 4 3 Warehousing 4 1 i Unless otherwise noted, rates estimated from lTE Trip Generation Manual, 10Edition 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses maybe subject to special consideration Sample calculations: - Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf First l,000sf=8ADT 9,334 sf - 1,000 sf = 8,334 sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Acknowledgment: I acknowledge that the plans submitted may be subject to the City of Casbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that ariappr ved TOM plan is a condition of permit issuance. Applicant Signature: z'7.__- (A"E Date: Person other than Applicant to be contacted for TDM compliance (if applicable): Name (Printed): (c&ft Phone Number: ' Email Address: Updated 8/15/2019 6 (C ity of Carlsbad CAP Building Plan Template B-55 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov The following demonstrates project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. The following certificate shall be included on the title sheet of all building permits: ENERGY EFFICIENCY APPLICABLE: (9/NO Complies with CMC 18.30. 190 & 18.21.155 Existing Structure, year built: 2.07.0 Prepared Energy Audit? Yes/No LJ Energy Score: f 13 202 Efficiency Measures included in scope: PHOTOVOLTAIC SYSTEM APPLICABLE: Complies with CMC section 18.30. 130 and 2019 California Energy Code section 150.1(c)14 Required Provided REr Size of PV system (kWdc): Sizing PV by load calculations Yes/No FEB 13 2020 If by Load Calculations: Total calculated electrical load: C!TY . -RLSBAD 80% of load: DIVISION Hardship Requested Yes/No Hardship Approved Yes/No ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: c.9NO Complies with CMC sections 18.30. 150 and 18.30.170? es/N/A Alternative Source: 4' Electric %0 Passive Solar Hardship Requested Hardship Approved Yes/No ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: cNO Complies with CMC section 18.21.140? Y IN/A Panel Upgrade? Ye /No Require Provided Total EV Parking Spaces: No. of EV Capable Spaces: ?C20- o( No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Yes/No Hardship Approved Yes/No S. TRAFFIC DEMAND MANAGEMENT APPLICABLE: YES Compliant? Yes / no TDM Report on file with city? Yes / no ityof Carlsbad This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project # & Name: Permit #: CBRA2019-0343 Project Address: 1892 BASSWOOD AVE Assessor's Parcel #: 2050805400 Project Applicant: SHANE GARST (Owner Name) Residential Square Feet: New/Additions: Second Dwelling Unit: 350 Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 03/02/2020 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 Own is the owner/developer of the above described project(s), or t the person exe this declaration is authorized to sign on behalf of the Owner. Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 Affi Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 xi 166 San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) San Marcos Unified Sch. C 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) EU Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 'S z-'-'-c---- — 1eec Coffecj'ea( iid OO SCHOOL DISTRICT SCHOOL FEE cERTrFICATIoN (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: Title: Jp4f 'wit-evd-et Date: ARLS3AD UNIFIED SCHOOL DISTRICT Name of School District: _______________________________________ Phone:7(0Q 225 EL CAMNO REAL AD CA 92009 Community & Economic I.SB eveiophient - Building Division 1635 Faraday Avenue I Carlsbad, CA 92008 1760-602-2719 1760-602-8558 fax I building@carlsbadca.gov BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMP Tracking Non-Storm Water Waste Management and Materials BMPs I fl Control BMPs Management BMPs Pollution Control BMPs Q) C 0 0 C C DIE C C .2 I . w . a, .2 Best Management Practice* . .E ° 0. . g (.2 a a, (BMP)Description-3 !. I.- - E .E - to - o 0 0 o ' 0 C — 0 .. DI 0 0 .. 0 to 4-' 0 > -4 .0 a, toE 4- 0 0 _.!:; C D0 - C N C 5o C C u (2 0 0 E w c 0 05 a) cn c -0 iL E (2 .) 0 fl> 0 U) — U) 0 U) U) IX 0 Q 0 C Q 0 0 Q > C.) - 0 U) 0 . U) 0.0 U) 0 0 0 U) M D 0 = M 0 0 0 CASQA Designation — N OD0) .- N) * It) co N CO . . ? '1 9) T C-J '1 '1LO?. 9) JLLLIJLJJLL.LLJJ Ln uv. / Construction Activity Ld W W LU (I) U) U) U) in U) U) U) ZCrading/SoilDisturbance — Trenching/Excavation — — — — — — — — — — — — - - — — — Stockpiling . - - --- - ---- — - — — - - Drilling/Boring — — — — — — — — - Concrete/AsphaltSawcutting Concrete Flatwork ---- ---- — Paving --- Conduit/Pipe Installation — — — -- — — - — - — — - — — — — . — — — — — — — > tucco/Mortar Work ) Waste Disposal — — -- — — — - — — — — — — — — — — — — Staging/Lay Down Area - —. — — - — — — — — — — — — - — — — — — Equipment Maintenance and Fueling - - — - — — — — — — — — — — — — — — — — Substance Use/S.torage _Hazardous Dewatering -- ---- -- — Site Access Across Dirt ---,- --.---- Other (list): . — — — -- — — — — — — — — — — — - — — — — — — — — — - — — Instructions: . Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. V PROJECT INFORMATION ,Site Address:_ Assessor's Parcel Number: Emergency Contact: Name: Skce £&(r 24 Hour Phone: c,v 78 15 q -Q 96 - Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM 1 1*' LOW Page 1 of 1 REV 11/17 =cfl 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 INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGMENT PRACTICE MEASURES MUST BE-INSTALLED AND MAINTAINED. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUC110N AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT. I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZA11ON OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUC11ON SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES, UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. __6-rk OWNER(S)/OWNERS AGENT NAME (PRINT - (i,— lo OWNER(S)/4W1ER S AGENT NAME (SIGNATURE) DATE E-29