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HomeMy WebLinkAbout2415 UNICORNIO ST; ; CBR2016-0354; Permit(ity of Carlsbad Residential Permit Print Date: 09/10/2019 Permit No: CBR2016-0354 Job Address: 2415 Unicornio St Permit Type: BLDG-Residential Work Class: Alteration Status: Closed - Finaled Parcel No: 2152501000 Lot U: Applied: 12/14/2016 Valuation: $162,155.08 Reference U: Issued: 12/07/2017 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 9/10/2019 2:33:56PM Project Title: Description: GARNER: 3,228 SF REMODEL ADD EXTERIOR STAIRS TO ACCESS 2ND FLOOR ENTRY 1/3 PATIO COVERS 728SF/I REPLACE MASTER DECK 152 SF Applicant: Owner: MARK EVITrS JOHN GARNER P0 Box 235858 1877 Olivenhain Rd ENCINITAS, CA 92023 ENCINITAS, CA 92024 760-497-0037 BUILDING PERMIT FEE ($2000+) $849.65 BUILDING PLAN CHECK FEE (BLDG) $594.76 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $66.00 MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL . $92.00 PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL $182.00 5B1473 GREEN BUILDING STATE STANDARDS FEE . $7.00 STRONG MOTION-RESIDENTIAL . $21.08 Total Fees: $1,812.49 Total Payments To Date: $1,812.49 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition', of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov ITHE FOLLO141101q, APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 PLANNING 0 ENGINEERING [--]BUILDING 0 FIRE 0 HEALTH 0 HAZMATIAPCD Building Permit Application & City of 1635 Faraday Ave., Carlsbad, CA 92008 c] Ph: 760-602-2719 Fax: 760-602-8558 email: buuldingcarlsbadca.gov ar'Sb a building@padsbadca.gov ' www.carlsbadca.gov Plan Check NoQ cwt — Est. Value Plan Ck. Deposit Date — 4- (t,, ISWPPP JOB ADDRESS 2415 Unicornio Street, Carlsbad, CA 92009 SUITEA/SPACE#/UNIT# APN 215 - 250 - 10 - 00 CT/PROJECT # LOT A 58 PHASE A A OF UNITS I#BEDROOM S 4 # BATHROOMS 4 TENANT BUSINESS NAME I CONSTR. TYPE V!NR 0CC. GROUP I R-3 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Remodel of existing 2 story residential home, deletion & addition & relocation of interior walls, doors, windows, and deck. Add new exterior stairs, re-roof,re-stucco, revisions & additions of existing plumbing, electrical and HVAC systems, new insulation and drywall. 32.2-'e EXISTING USE Residential SFD PROPOSED USE Residential SFD GARAGE (SF) 1 542 PATIOS (SF) 728 DECKS (SF) 152 FIREPLACE 1 YES#. 2 NO AIR CONDITIONING YES NOJ IFIRESPRINKLERS YESNO APPLICANT NAME . p,InaiyConuact IvIarft IVIILS PROPERTY OWNER NAME John 1' 1OIIfl warner ADDRESS P.O. Box 235858 ADDRESS P.O. Box 235858 CITY STATE ZIP Encinitas CA 92023 CITY STATE ZIP Encinitas CA 92023 PHONE 760-497-0037 FAX 760-230-2669 PHONE 858-922-7990 FAX EMAIL Mevitts(pacifIcequitycorp.com EMAIL Jgarner(pacificequitycorp.com DESIGN PROFESSIONAL CONTRACTOR BUS. NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE - ZIP PHONE FAX PHONE FAX EMAIL EMAIL STATE UC. 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, also requires the 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, commending with 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 penalty of not more than five hundred dollars ($500)). )®,e woe Workers' Compensation Declaration: I here by atfirm under penalty of perjury one of the following derjaralions: IZI 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 wart for which this permit is Issued. C] I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. []Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. CONTRACTOR SIGNATURE 0 AGENT DATE 00 mpw by affirm that! am exempt ftom Contractor's Ucense 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.bullder will have the burden of proving that he did not build or improve for the purpose of sale). [ZI 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). [] lam 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. 0Yes DNo I (have I 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 following persons to provide the work indicated (include name! address! phone! type of work): ..PR0PERTY OWNER SIGNATURE []AGENT DATE / 2.../"/ y1/ 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 V 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 ftNo Is the facility lobe constructed within 1,000 feet of the outer boundary of a school site? (3 Yes %No IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ?®) DOl3 11 I hereby affirm that there is construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address o$1u IcerlifythatI have read the application and I hereby authorize representativeof the City of Carlsbad lo enter upon the above mentioned prop" for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL IJABIUTIE JUDGMENT COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 5'deepand demolition or construction of structures over 3stories in height EXPIRATION: Every permit issued by the Building Official und,jtie. is e shall expkebyImitation and become nut and void ifthe building or work authorized by such permit is not commenced within 180 days tromthe date ofsuth permit orif the butding .wdiau bysu is suspended or abandoned a1 any bmeafter the work iscommenosd for apertrd0f180day5( 1064.4 Uniform Building Code). ,.APPLICANT'S SIGNATURE DATE //"/ ij,Zj Permit Type: BLDG-Residential Application Date: 12/14/2016 Owner: JOHN GARNER Work Class: Alteration Issue Date: 12/07/2017 Subdivision: LA COSTA MEADOWS #1 Status: Closed - Finaled Expiration Date: 01/06/2020 Address: 2415 Unicornio St Carlsbad, CA 92009-5321 • iVR Number: 806 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency No • BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout S. No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 1011812018 1011812018 BLDG-84 Rough 073496.2018 Passed Paul Burnette Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 1210412018 1210412018 BLDG-111 077801-2018 Passed Michael Collins Complete FoundationlFtglPler s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency • Rear deck columns Yes 07I08I2019 0710812019 BLDG-11 095961-2019 Failed Chris Renfro Reinspection Complete FoundationlFtglPler s (Reber) Checklist Item • COMMENTS Passed BLDG-Building Deficiency Nobody home. No contractor on site. No Unaware of any inspections called in 0911012019 09110I2019 BLDG-Final 103540.2019 Passed • Paul Burnette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final • Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes September 10, 2019 • . Page 2 of 2 Permit Type: BLDG-Residential Application Date: 12/14/2016 Owner: JOHN GARNER Work Class: Alteration " Issue Date: 12/07/2017 Subdivision: LA COSTA MEADOWS #1 Status: Closed - Finaled Expiration Date: 01/06/2020 Address: 2415 Unicornio St Carlsbad, CA 92009-5321 IVR Number: 806 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0312812018 0312812018 BLDG-SW-Pre-Con 053033-2018 Passed Andy Krogh Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Meet with homeowner, contractor and Yes designer 0510712018 0510712018 BLDG-l1 067191-2018 Partial Pass Paul Burnette Reinspection Incomplete FoundationlFtglPier s (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0610612018 0610612018 BLDG-111 060152.2018 Partial Pass Paul Burnette Reinspection Incomplete FoundatlonlFtglPler s(Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-23 060185-2018 Cancelled' Paul Burnette Reinspection Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-24 060153-2018 Partial Pass Paul Burnette Reinspection Incomplete RoughlTopout Checklist Item COMMENTS ' Passed BLDG-Building Deficiency No 0612712018 0612712018 BLDG-15 062267-2018 Passed Paul Burnette Complete RootlReRoof (Patio) - Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0812712018 0812712018 BLDG-11 068268.2018 Failed Paul Burnette Reinspection Complete FoundationlFtglPier 8 (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0912612018 0912612018 BLDG-13 Shear 071210-2018 Passed Paul Burnette Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 1011512018 1011612018 BLDG-84 Rough 073090.2018 Failed Paul Burnette Reinspection Complete Combo(14,24,34,44) September 10, 2019 Page 1 of 2 . EsGil Corporation In (Partners/lip wit/i government for(Building Safety DATE: 3/8/2017 JURISDICTION: PLAN CHECK NO.: CBR2016-0354 SET: II PROJECT ADDRESS: 2415 Unicornio St. PROJECT NAME: Interior Remodel of SFD and New Lanai U APPLICANT J URIS. U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and thecked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil 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: Mark Evitts e-mail 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 contacte—Mock Evitts Telephone #: (760) 497-0037 Date contacted_— (byJ-9 Email: Mevittspacificequitycorp.COm Mail Telephone Fax In Person REMARKS: Please have the designer show 1/0 for the groundin ter pipe. By: Bert Domingo Enclosures: EsGil Corporation 0 GA El EJ 0 MB 0 PC 3/2/2017 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners flip with government for(Building Safety DATE: 12/21/16 E3 APPLICANT ,%JURIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: R2016-0354 SET: I PROJECT ADDRESS: 2415 Unicornio St. PROJECT NAME: Interior Remodel of SFD and New Lanai The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI 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: Mark Evitts e-mail 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. Telephone #: (760) 497-0037 Mevitts@pacificequitycorp.com Person contacted: Mark Evitts Zate co acted:Y?'('7- (by:'\L Email: t./Mail Telephone Fax In Person LII REMARKS: By: Chuck Mendenhall EsGil Corporation [1 GA DEJMB PC Enclosures: 12/15/16 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad R2016-0354 12/21/16 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: R2016-0354 JURISDICTION: Carlsbad PROJECT ADDRESS: 2415 Unicornio St. FLOOR AREA: remodel area= 3040 sf STORIES: 2 HEIGHT: no change REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/15/16 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Chuck Mendenhall COMPLETED: 12/21/16 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version. of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2013 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC and 2011 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad R2016-0354 12/21/16 NOTE: 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. All sheets of plans, not just the structural sheets, must be signed by the person responsible for their preparation. (California Business and Professions Code). Revise the code compliance statement on the Title Sheet of the plans stating that this project shall comply with the current code which is the 2013 California Residential Code, which adopts the 2012 IRC, 2012 UMC, 2012 UPC and the 2011 NEC. Section R106.1. Show locations of permanently wired smoke alarms with battery backup, per Section R314: On each story. Show smoke detector on sheet A5.0 in Hall 1. Guards (Section R312): a) Detail the construction of the guardrail and connection to the deck to show capability to resist a concentrated load of 200 pounds in any direction along the top rail. Table R301.5. See detail 4/A-9.0 Detail 6/A-9.0 references detail 7/A-9.0 as the stair handrail detail. This is not the correct detail. I believe you intended to reference 8/A-9.0. GARAGE 6. Garages beneath habitable rooms shall be separated by not less than 5/8" Type X gypsum board. Section R302.6. Specify on the plans that the garage ceiling is finished with 5/8" type 'X' drywall. ELECTRICAL 7. Plans show that you intend to upgrade the existing electrical service to 400A. The service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. STRUCTURAL 8. Show in both truss profiles, details 1 & 2/S3, the support points at the bottom chord. Carlsbad R2016-0354 12/21/16 The roof plan on sheet S3 lists the truss support locations as 6X8#1 ceiling beam. These" ceiling beam" locations should be referenced to the support truss details I & 2 on sheet S3. Include as part of the plans a detail showing the connection of the 4X1 0 ridge beam to the beams of each of the trusses. The outdoor stairframing shown on sheet S3 is referenced to detail 18,I9ISDI. there is no 18 or 19 on sheet SDI. I believe you intended to reference detail 20/SDI. Include on the roof framing plan a drag strap between the 4X8 patio and porch beams and the existing roof framing to provide positive drag connection for rotational lateral resistance of the patio and porch roof. END OF PLAN REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. Jurisdiction Code Icb lBy Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance IV Type of Review: Iii ComDiete Review Q Other EJRepetive Fee Hourly d Hr. @Repeats EsGil Fee I $475.841 I $849.711 I $552.311 0 Structural Only Carlsbad R2016-0354 12/1/16 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: R2016-0354 PREPARED BY: Chuck Mendenhall DATE: 12/21/16 BUILDING ADDRESS: 2415 Unicornio St. BUILDING OCCUPANCY: R3 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) SFD remodel 3040 City Est Lanai! Patio/ entr 660 City Est Air Conditioning Fire Sprinklers TOTAL VALUE _________ 162,155 Comments N/A In addition to the above fee, an additional fee of $ is due ( hour@ $ /hr.) for the CalGreen review. Sheet I of I macvalue.doc + M3 JOHN GARNER P.O. BOX 235858 ENCINITAS, CA 92023 P1-1:760-230-2668 FAX :760-230-2669 February 24, 2017 City of Carlsbad Planning Division 1635 Faraday Avenue Carlsbad, CA 92009 C/7), orc 760-602-4610 0412AO 70-114 Re: Plan Check No: CBR20I6-0354 (Resubmittal #1) Garner Addition -2415 Unicornio Street, Carlsbad, CA 92009 Plan Check Correction List Correction #1: All sheets have been signed per California Business and Professions Code. Correction #2: Title Sheet A 1.0 under Code Compliance statement has been revised to read: THESE PLANS AND ALL WORK SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS THE 2012 IRC, 2012 UMC, 2012 UPC AND THE 2011 NEC. Correction #3: Sheet A5.0 now shows a smoke detector in Hall 1. Correction #4: See correction list by Lovelace Engineering Correction #5: Detail 6/A-9.0 now references the correct detail 8/A-9.0. Correction #6: Sheet A5.0 on garage plan specifies 5/8" Type X gypsum board. Correction #7: Electrical. Added to Sheet T24.1 new single line diagram, panel schedules and load calculations. Correction #8-12: See correction list by Lovelace Engineering Correction City of Carlsbad P-28 Checklist Item #3: Lot Coverage: Title Sheet Al .0 added lot coverage calculations. Correction City of Carlsbad P-28 Checklist Item#7: "Wetbars": Sheet A5.0 added a Wetbar Note with CMC definitions and wetbars shown on Sheet A5.0 and Sheet A6.0 now contain notes to comply with Wetbar Note. Correction City of Carlsbad P-28 Checklist Item#8: Sheet A5.0 at Lenai, now contains a note that the Lenai has 3 open walls and only one enclosable wall. Sincerely, .jouin E. garner John E. Garner CBR20I6-0354 2415 UNICORNIO ST GARNER: 3,228 SF REMODEL II ADD EXTERIOR STAIRS TO ACCESS 2ND FLOOR ENTRY 113 PATIO COVERS 728 SF //REPLACE MASTER DECK 152 SF 2152501000 2/27/2017 CBR20I 6-0354 k(7city of Carlsbad Print Date: 09/12/2019 Permit No: PREV2018-0131 Job Address: 2415 Unicornio St Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled Parcel No: 2152501000 Lot #: Applied: 05/18/2018 Valuation: $ 0.00 Reference #: Issued: 08/28/2018 Occupancy Group: Construction Type Permit 09/12/2019 Finaled: # Dwelling Units: Bathrooms: Inspector: PBurn Bedrooms: Orig. Plan Check #: CBC2016-0354 Final Plan Check #: Inspection: Project Title: Description: GARNER: ADD DECORATIVE POP-OUT POST ON FRONT OF HOME Applicant: Owner: MARK EVITrS • JOHN GARNER Po Box 235858 1877 Olivenhain Rd ENCINITAS, CA 92023 ENCINITAS, CA 92024 760-497-0037 FEE AMOUNT MANUAL BUILDING PLAN CHECK FEE $131.25 Total Fees: $ 131.25 Total Payments To Date: $ 131.25 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 fl www.carlsbadca.gov PLAN CHECK REVISION OR Development Services C(iCY of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-15 www.carlsbadca.gov Original Plan Check Number çpI Zcto -03154 Plan Revision Number Project Address 2q 15 _)r (jrfl 0 General Scope of Revision/Deferred Submittal: E CONTACT INFORMATION: -0vf4t F+ Name _\W4'4 çCL3 Phone cf[1ø6)5)'1' (7 Fax Address (R551 C&04 5k. City Zip Ch Email Address Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: X Plans L1 Calculations L1 Soils LI Energy LI Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4. Does this revision, in any way, alter the exterior of the project? KYes LI No Does this revision add ANY new floor area(s)? E Yes Does this revision affect any fire related issues? LI Yes Is this a complet set? )Yes ) No Signature ~<No XNo Date 6•l1 Ie2 1635 Faraday Avenue, Cabad, CA 92008 j: 760-602-2719 f: 760-602-8558 Enl&building@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbui(tCompany DATE: 5/31/2018 JURISDICTIOIALS1BAp) PLAN CHECK #.: CBRPREV20 18-0131(20 16-0354.REV) U APPLICANT 4 Vju RIS. SET:I PROJECT ADDRESS: 2415 UNICORNIO STREET PROJECT NAME: SFD POP OUT ADDITION AT ENTRY FOR GARNER 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. Lii The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: ) Email: Mail Telephone Fax In Person REMARKS Pasehave the elné ô&k stamp and si aWtheêts of e 1Xif By: Bert Domingo Enclosures: EsGil 5/22/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 ; CARLSBAD CBRPREV20 18-0131(2016-0354. REV) 5/31/2018 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBRPREV2018- 0131(2016-0354.REV) PREPARED BY: Bert Domingo DATE: 5/31/2018 BUILDING ADDRESS: 2415 UNICORNIO STREET BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBY Ordinance I 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee LW Type of Review: El Complete Review U Other 0 Repetitive Fee Repeats Hourly EsGil Fee * Based on hourly rate I I I /i.z5Tr D Structural Only I Hr.@* $105.00 I $105.00I Comments: [In addition to the above fee, an additional fee of $ is due ( hour Ihr.) for the CalGreen revieL Sheet 1 of 1 -10 REMAIN RFACE WATER SHALL DRAIN AWAY- BUILDING - MINIMUM OF 6"OF FALL E FIRST 1O rYPICAI. \b \ 360 SF 320 SF (EXIST - REMOVED) 40 Sr (NET NEW SF) 252 SF (tIE%) 210 SF (EXIST - REMOVED) 42 SF (WET NEV SF) 116 SF (NEW) 60 SF (EXIST - REMOVED) 55 SF (NET NEW SF) 152 SF (NEW) 132 SF (EXIST - REMOVED) 20 SF (NET NEW SF) (N) LANAi (COVERED PORCH) BUILDING INFORMA110N RESIDEP4CE 3,228 SF EJOS1INC - 10 REMAIN GARAOE 542 SF EXIS1ING - 10 REMAIN KI1EMEP4 PORCH: ENTRY ii / PORCH: MASTER DECIG OVER & CONCRETE FLA1WORI( lOVED, REPLACE W/(N) COVERED PORCH (p4) 1'OUT LINE OF 20' FRONT YARD SETBACK )UJNG GATE, WITH MAX 42" HIGH PILLARS (2) i1S OF GATE SYSTEM TO BE MAX 42' HT ___ - • 5C4 "".7. -.'•. ', / ..;.. 7,. J 8 L = 40.5V IT = 48.00' - 482I30 t B I ' : PATIO COVER. DECK CONCRETE FLA7WORK TO BE REMOVED (E) IV STORM DRAIN EASMENT /— City of Carlsbad IOjjldjflg Division - CE) RESIDENCE- TO REMAIN TYP AS SHOWN AUG 2 8 2018 -tJ ISSUED BY: (E) 5/8' WATER METER TO BE UPGRADED TO 3/4' METER CONCRETE SIDEWALK, CURB & GLITTER TO REMAIN = IT -TO REMAIN. PROTECT IN LOT/6(11 — T() CTL)E. ' IrjI,lnj I - IftMflI — - If rLrLrIrIrtrIrLrmrIrtrJ!'!. l'i• II:! _________ -.': •! ______ ip I S 1M18 PETAL 18 FOR GO-EAR TRANSFER ONLY. FOR PAVE DETAIL LEE AtEcTUAL PLANS. ft" MK EDGE PI8TANCE FOR RETROFIT AB. SPECIAL INSPECTION ,JI•• 2x RAF1ENS PER PLAN R LCP PER PLAN EM 2x ELOClCi. E2k61L PER PLAN (UNO) CE) 2k LIU. MAlE 41W -., RETRORT AIG4OR DOLTS (SEE &U QP. FOR A& 842E. . EPDXr) PER PLAN 1Y LONG 54 DO418 woe. b' P1K EPeEP. USING eP45 5Et-XP AD1SIVE (ELR '2500) 2K S1I5 PER PLAN (UNO.) 8+EAR PANEL PER PLAN 2k P.T. SiLl. Pt.A1E (UNO) W/ A06 PER 6EARLL LC SMEAR 1RANER-I I I JIL tc. \ DEL. 1 ex FLATEE SWEAR PANEL PER PLAN 2k STIS PER PLAN (101 0) SHEAR TRANSFER DETAIL N lID 2k _O) 04 CONT. EARS (TOP I E0TT1) ( MR mm '. ,- WIDTH I - J P1k J) I FM PLAN SHEARWALL TO (E)FTO. RIeLGoEX NOMs THIS PETAL IS FOR L44R lWANLI* ONLY iFOR RAVE DETAIL, WE AFO.lIltCTUNAL PLANS. I 2k DI.DP(INS PANEL EDGES EM PLrilD. (I DAY P1K) 139 2k RAF1ER8 / ROM PLYWOOD I PLAN / (FERPL.SN — — — -) ) ~ L4.EAR TRANSFER .1 A' —EM PER SJIALCI.ED. /1 5 VOL TOP - PLATES 84.184* PANEl. PER PLAN 2k SILDS PER PLAN (U?W) SHEAR TRANSFER DETAIL 20 ity of Cailsbad Print Date: 09/12/2019 Permit No: PREV2018-0229 2415 Unicornio St BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed - Finaled 2152501000 Lot #: Applied: 08/28/2018 $ 0.00 Reference #: Issued: 09/25/2018 Construction Type Permit 09/12/2019 Finaled: Bathrooms: Inspector: PBurn Orig. Plan Check #: CBR2016-0354 Final Plan Check #: Inspection: Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: GARNER: STRUCTURAL REVISIONS Applicant: Owner: MARK EVIUS JOHN GARNER Po Box 235858 1877 Olivenhain Rd ENCINITAS, CA 92023 ENCINITAS, CA 92024 760-497-0037 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE $262.50 Total Fees: $ 297.50 Total Payments To Date: $ 297.50 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services it of DEFERRED SUBMITTAL Building Division Faraday Avenue Carlsbad APPLICATION 1635 760-602-2719 B-15 www.carlsbadca.gov Original Plan Check Number CP LOIL 35 U Plan Revision Number 9€.)L2O'tB 0225 Project Address 2LI1 L)ffltOrnID 5-f. 4 General Scope of Revision/Deferred Submittal: 1UC10 I Pe.J ii ö7 CONTACT INFORMATION: Name J-44 46cri ' Phone (7(po? 5l (p237 Fax Address 085' 6Lx1n4k Sk. City Zip _'1 Email Address •e4(ri hrc' Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. I. Elements revised: XPlans xCalculations 1 Soils 0 Energy Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 6hC L.bI I or d (Pu. JctikJ-zcr 3 2 ' S, So (t4) &jcthcTru-s5 q0r-065 bru . Eim'v*. (J) Does this revision, in any way, alter the exterior of the project? El Yes No Does this revision add ANY new floor area(s)? Yes No Does this revision affect any fire related issues? II Yes 9 No Is this a complete set? Yes 0 No £Signature Date 1635 Faraday Avenue, CarIsb'd. CA 92008 j: 760-602- 2719 f: 760-602-8558 E02&building@carlsbadca.gov www.carlsbacica.gov EsGil A sAFEbullttompany DATE: 9/20/2018 U MPLICANT RIS. JURISDICTION: CARLSBADJ PLAN CHECK #.: CB PREV2018-0229(CBR2016-0354.REV) - SET: III PROJECT ADDRESS: 2415 UNICORNIO STREET PROJECT NAME: SFD STRUCTURAL REVISION FOR GARNER 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. l 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. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: JEFF HARRIS EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: 760 519 6237 Date contacted: Email: JEFFREYHARRIS599@GMAIL.COM Mail Telephone Fax In Person LI REMARKS: By: Bert Domingo Enclosures: EsGil 9/12/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbui1tCompany DATE: 9/19/2018 U APPLICANT JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CB PREV2018-0229(CBR2016-0354.REV) - SET: II PROJECT ADDRESS: 2415 UNICORNIO STREET PROJECT NAME: SFD STRUCTURAL REVISION FOR GARNER LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI 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. LI 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. LI 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: JEFF HARRIS LI 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: JEFF Date contacted: 'iIiIi' Telephone Fax LI REMARKS: By: Bert Domingo EsGil Telephone #: 760 519 6237 (by—.V) Email: JEFFREYHARRIS599@GMAIL.COM In Person Enclosures: 9/12/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CB PREV2018-0229(CBR2016-0354.REV) 9/19/2018 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. PLANS 1. 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. 2. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). This will be checked on the final. MISCELLANEOUS 4.Please show the following details to the respective sheet to replace the referenced detail when the plans were approved: Please show the recommended detail for the guardrail on page 26 of the calculations to replace the detail 251S6 a) Guardrail detail --------25/S6 CARLSBAD CB PREV2018-0229(CBR2016-0354.REV) 9/19/2018 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 13 No 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 Bert Domingo at EsGil. Thank you. I- EsGil A SAFEbuilt' Company DATE: 9/7/2018 JURISDICTION: CARLSBAD PREIV O54 PLAN CHECK #.:—€BR2018-0229(CBR2016-1-354.REV) PROJECT ADDRESS: 2415 UNICORNIO STREET PROJECT NAME: SFD STRUCTURAL REVISION FOR GARNER O APPLICANT U JURIS. SET:I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. F1 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. 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: JEFF HARRIS EsGil staff did not advise the applicant that the plan check has been completed. El EsGil staff did advise the applicant that the plan check has been completed. Person contacted: JEFF Telephone #: 760 519 6237 Date contacted: (by: ) Email: JEFFREYHARRIS599@GMAIL.COM Mail Telephone Fax In Person LII REMARKS: By: Bert Domingo Enclosures: EsGil 8/30/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBR20 18-0229(CBR2O 16-1354.REV) 917/2018 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: CBR2018-0229(CBR2016-1354.REV) JURISDICTION: CARLSBAD PROJECT ADDRESS: 2415 UNICORNIO STREET FLOOR AREA: STORIES: HEIGHT: REMARKS: DATE PLANTS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 9/7/2018 DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/30/2018 PLAN REVIEWER: Bert Domingo FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 lRC, 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 søeed 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. 1 CARLSBAD CBR20 18-0229(CBR2O 16-1354.REV) 9/712018 (DO NOT PAY - THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBR201S- 0229(CBR2016- 1354.REV) PREPARED BY: Bert Domingo DATE: 9/7/2018 BUILDING ADDRESS: 2415 UNICORNIO STREET BUILDING OCCUPANCY: R 3 BUILDING PORTION AREA (Sq. FL) VakJation Muftiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code ICB IBY Ordinance 1997 UBC Building Permit Fee (v I 1997 UBC Plan Check Fee Iv I I Al Type of Review: 0 Complete Review 1 . 0 Repetitive Fee El Other Repeats Houdy EeGiI Fee * Based on hourly rate 0 Structural Only 2 Hrs.@* $105.00 I $210.001 Comments: fee, an additional fee of is due ( hour F-/hr.) for the CalGreen review. Sheet 1 of 1 CARLSBAD CBR20 18-0229(CBR2O 16-1354.REV) 9/7/2018 PLANS Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 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. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). MISCELLANEOUS Please show the following details to the respective sheet to replace the referenced detail when the plans were approved: a Guardrail detail --------25/S6 b Detail 37 -----------------37/S6 c Detail 34 ------------------34/S6 CARLSBAD CBR20 18-0229(CBR2O 16-1354.REV) 9/7/2018 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 13 No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123telephone 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 Bert Domingo at EsGil. Thank you. MI MiTek Re: Unicornio ROOF DESIGN INFO MiTek USA, Inc. 250 klug Circle Corona, CA 92880 951-245-9525 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. u n d e r m y d i r e c t s u p e r v i s i o n based on the parameters provided by Corner Stone Truss. Pages or sheets covered by this seal: K4579429 thru K4579429 My license renewal date for the state of California is September 30, 2018. ,j ZHic : C70068 EXP. 9-30-2018 * * May 3,2018 Thao, Xiaoming IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSIITPI-1, Chapter 2. 0 0 0- 00 0 Go 04 L0 Go (N U, lv, 9 (0 0 (N 0) Cs1 N 0 I 00 TM > w CL This design prepared from computer input by Corner Stone Truss TRUSS SPAN 20- 0.0" C8C2016/IRC2015 MAX MEMBER FORCES 4WR/GDF/Cq1.00 LOAD DURATION INCREASE - 1.25 (Non-Rep) 2-)-3104) 0 1- 7(0) 2902 7- 2) -28) 104 10- 5( 0) 3544 SPACES 24.0" O.C. 3-)-2566) 0 7- 8-)0) 2904 2- 8)-570) 4 5-11-)-4674) 0 4-)-2378) 0 8- 9(0) 2602 B- 3-) 01 620 11- 6-) -1181 32 LOADING 5- (-2558) 0 9-10-(0) 2188 8- 4-(-4981 22 LL( 20.0)+DL( 15.01 ON TOP CHORD - 35.0 PEP 6-) -361 32 10-11)0) 2188 4- 9-(-194) 178 DL ON BOTTOM CHORD - 10.0 PEP 9- 5( 01 532 TOTAL LOAD 45.0 PSF BEARING MAX VERT MAX MORE BRG REQUIRED ERG AREA ADDL: BC CONC LL+DL- 4004.0 LBS 9 181- 0.0' LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) 0'- 0.0' 0/ 1252V -38/ 103H 3.50" 2.00 OF ( 625) LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL 20'- 0.0" 0/ 4552V 0/ OH 3.50" 7.28 OF ( 625) REQUIREMENTS OF CSC 2016 NOT BEING MET. BOTTOM CHORD CHECKED FOR 109SF LIVE LOAD. TOP VERTICAL DEFLECTION LIMITS: LL-L/240, TL-L/180 AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX LL DEFL - 0.020" 9 101- 0.0" Allowed - 0.971" MAX TL CREEP DEFL - -0.120" 9 10- 0.0" Allowed - 1.294" MAX HORIE. LL DEFL - -0.004' 8 19- 8.5" MAX HORIE. TL DEFL - 0.016" 8 19'- 8.5" Wind: 110 mph, h15ft, TCDL9.0,BCDL6.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, Exp.C, MWFRS(Dir), load duration factor-2.6, End vertical)s) are exposed to wind, Truss designed for wind loads in the plane of the truss only. Design checked for a 300 lb concentrated top chord live load per IBC 2015 due to maintenance workers 10-00 10-00 which is non-concurrent with other live loads. LUMBER SPECIFICATIONS TCS 24 OF fI16BTR BC: 2x8 OF 016BTR WEBS, 2x4 OF STAND; 2x6 OF #2 A TC LATERAL SUPPORT <- 12"OC. DOW. SC LATERAL SUPPORT <- 12"OC. UON. 2 ) complete trusses required. Attach 2 ply with 3"x.131 DIA GUN nails staggered: 9" or in 1 row(s) throughout 2x4 top chords. 9' cc in 2 row(s) throughout 2x8 bottom chords, 9" or in 1 row(s) throughout 2x4 webs, 9' or in 2 row(s) throughout 2x6 webs. 5-09-08 4-03-02 2-10-13 5-00-09 2-00 12 4.00 M-5x6 M-2.5x4 M-4x12 M-1x3 1' .J. J. .!' *40040 5-07-12 4-04-04 4-08-11 3-03-05 2-00 20-00 JOB NAME: Truss: GIRDER DATE: 5/3/2018 SEQ.: K4579429 TRANS ID: LINK WARNINGS, I. BaES,edemdteseen5edsretnold be .#.tsedelelcenoml Noise .edlylmylpbefsmamstsARssasnsns,ees. 2. IN4aeegmedesnebb.sd/g real be fr.RN8ed sd/am sineW... 2. Add te,NIIsnnpe'anybns515b bGSre Nobly dWbeeestnNIIsfl 50.. ,upnedblllyalthe em at.AddNonns)yNie%lled bnsdr8al the asseS sieSta?, lathe ,eWa.slb/JSy erOs bAd/sg.Thel5sr. Na had steNo be .Pp0sd is any noes d,mul site, ci Waftand teatenanere 0059151, and atrelinne aheAd any Inds ps.?ertran 4551,515 15 be appOmd Ia any noa.peno,t A CmnpUTlashas "a no Iaver0deaes,esna enysns564y b5.. isbhethet benalteg, Nopna and IsAalat1,eetes,epsneNa. N.Thisdesign teoreadodedb the mmlstbne sal bdhby WWITcAb, BOO), reptesalehkl, 511 be osrdahed lean sqa1t MiTek USA, )nicicompuTrun Saftte'are +7.G.8.SP2(IL).E Scale: 0.3363 GENERAL MOTES. a45,aellmra)ne noted: I. 114. 4.51,5 is Used ardyapenthe pa'an,stmn clown and lab? en bNotea) IagnoinpasemAryIkaitIIflyetdsnISnpaosatelaandpmper tealpe,slbnatae,5yerer0la8e ,enyerethaly sty. bdNagdesluner. 01,5 asereas the by and baSe., distaste be 151,589 bms.d.t Ye... and id We... iespadhe)y ,,ryea, tested unnle?GSl Stein Iarç0, by .antlarenhsdhbg eah as )dpaasd&,elHndlc) red/sr dlye.9)6c). IN tmysd btteoln5 or hists) bwabts wRuired nd/sm eileen.. 4, tsatelatlsnete,aslatha anyone/slOp of Me ls.pedteaeWaeals,. S. 0e.çse.swne.tmusesasta be used )eenan.aelinslne .rebsn,nsnt. andere be'd/yaandOsfat,ae. A oss1,saea,neanjlbnatsg.ta1e1Wda shelen. 8Neanwnd5e IT ,sm.5ar. 1. See1,nenso,nene*gmtedtnitneyo Is pmAded. 8. plate.ahelbs baetedaebsthteaniettaas, end 91aaed as theilnantel lne.aslrNoes6h04noNsi0nei. 8. OtI6Ta .te. 5t151e hiteatles, 15. Fe,bsslaco,e,e.ten pbtedns1,Jlvab,saaen ESR.121t, ESR.i80S(WTeE) * May 3,2018 C 70068 E..930.2a18 * Symbols PLATE LOCATION AND ORIENTATION - I Center plate on joint unless x, y offsets are indicated. L 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- "id' from outside edge of truss. - This symbol indicates the - required direction of slots in connector plates. * Plate location details available In Milek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 v 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 cf1> Indicates location where bearings (supports) occur, Icons vary but reaction section indicates joint number where bearings occur. I Min size shown is for crushing only. Industry Standards: ANSl/TPII: 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 J dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 0 C.) a- 0 I- BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBSARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, E5R1988 ER-3907, ESR-2362, ESR-1 397, ESR-3282 Southern Pine lumber designations are as follows: SYP represents values as published by AWC In the 2005/2012 NOS SP represents ALSC approved/new values with effective date of June 1, 2013 © 2012 MiTekiS) All Rights Reserved mm DUE Mffek MiTek Engineering Reference Sheet: Mll-7473 rev. 01129/2013 Lk General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury I. Additional stability bracing for truss system, e.g. diagonal or X-bradng, Is always required. See BCSI. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tar 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, property owner and all other interested parties. Cut members to bear tightly 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 ANSI/TPI 1. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 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 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. 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 ANSIITPi I Quality Criteria.