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HomeMy WebLinkAbout1497 REGATTA RD; ; CBR2020-2995; PermitBuilding Permit Finaled Residential Permit Print Date: 07/01/2021 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1497 REGATTA RD, BLDG-Residential 2150742100 $5,425.20 CARLSBAD, CA 92011-4074 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check #: Plan Check#: Description: THORNTON: 360 SF CABANA/ GAS & ELECTRIC FOR BBQ Applicant: Property Owner: Patio ANTONIO E MONTI JR ANTONIO MONTI JR 525 W BOBIER DR VISTA, CA 92083-1811 (951) 448-3302 THORNTON MICHAEL T AND MICHELLE L 1497 REGATTA RD FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) CARLSBAD, CA 92011 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL Total Fees: $226.83 Total Payments To Date: $226.83 (City of Carlsbad Permit No: CBR2020-2995 Status: Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Contractor: JOEY TAM BORELLI Closed -Finaled 11/18/2020 02/12/2021 CRenf 07/01/2021 3326 WILD OAK LN ESCONDIDO, CA 92027-6508 (760) 802-7040 Balance Due: AMOUNT $79.48 $55.64 $41.00 $49.00 $1.00 $0.71 $0.00 Please take NOTICE that approval of your project includes the 11lmposition" 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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov Cci~of Carlsbad Job Address 1497 REGATTA RD RESIDENTIAL BUILDING PERMIT APPLICATION B-1 ,..., ,,,_,,,,.,_ ~-~,..,_,...,," Plan Check< •-~" ,-dLf'-1" Est. Value fib ~4,Q ">-::?el PC Deposit ---~--~--- Date -/f---1--/.,_.! 8"~/f-W-L-=,_ Suite: ____ APN: 215-074-21-00 CT /Project#: 14345 Lot #:,::.21,;__ __ Fire Sprinklers: 0 YES 0 ND Air Conditioning: Q YES 0 NO Electrical Panel Upgrade: 0 YES 0 NO BRIEF DESCRIPTION OF WORK: TILE ROOF CABANA 18X20 MAX 14'H, WI WOOD TRTELLIS BETWEEN CABAN AND HOUSE. STUB G&E T088Q, INSTALL 1325Sf' Of NEW IMPERVIOUS SURFACE IZ) Addition/New: _____ .Living SF, ____ Deck SF, _;44c:.::.O __ Patio SF, ____ Garage SF Is this to create an Accessory Dwelling Unit? QY ON New Fireplace? 0 YON, if yes how many? __ □Remodel: _____ SF of affected area Is the area a conversion or change of use? 0 Y ON 0 Pool/Spa: .s.6i-____ SF Additional Gas or Electrical Features? _____________ _ QSolar: ___ KW, ___ Modules, Mounted:0Roof 0Ground , Tilt:O YO N, RMA: 0 YON, Battery:OY ON, Panel Upgrade: Qy ON D Reroof: ________________________________ _ 0 Plumbing/Mechanical/Electrical Only: _______________________ _ 0 Other: STUB G&E TO BBQ APPLICANT (PRIMARY CONTACT) Name: ANTONIO MONTI Address: 525 W BOBIER DR City: VISTA State:_C_A _ _.Zip: 92083 Phone: 442-333-8173 Email: DRAW4U2@GMAIL.COM DESIGN PROFESSIONAL Name: SERVIN ENGINEERING INC Address: 2647 GATEWAY RD City: CARLSBAD Phone: 760-931-1792 State:_C_A __ .Zip: 92009 Email: NICKSERVIN@GMAILCOM PROPERTY OWNER Name: THORTON RESIDENCE Address: 1497 REGATTA RD City: CARLSBAD State:_C_A_ ... Zip: 92011 Phone: ___________________ _ Email: TAMBOINC@GMAIL.COM CONTRACTOR BUSINESS Name: TAMBORELLI CONST CO. Address: 3326 WILD OAK LN City: ESCONDIDO Phone: 760-802-7040 State:_C_A_ ... Zip: 92027 Email: ___________________ _ Architect State License:___________ State License: 345190 Bus.~: ~ (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 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-1 Page 1 of2 Rev. 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury QM. 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. [Z] 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: INSURANCE COMPANY OF THE WEST Policy No. WSD5040771 Expiration Date: _0_41_1312_0_2_1 ______ _ @ 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 ls unlawful, and shall subject an employer to criminal penalties and clvfl 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. L ,,/ A A _ CONTRACTOR SIGNATURE: -¥-C / t/ V .__--□AGENT DATE: -'1'--11"--"cc.°';c.o ___ _ ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: DI, 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 bu lids or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 01 am exempt under Section ________ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. QvES ONO 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number): 4. 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): 5. 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): OWNER SIGNATURE: __________________ □AGENT DATE: _____ _ 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: NA 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 materlals registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes/ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes / No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCOJPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANO 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. J agree to comply with all City ordinances and State laws relating to building construction. t hereby authorize representative of the Qty 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, JUDGMENlS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID OlY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA pennlt is required for excavations over S'C/ 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 days ection 106.4.4 niform Building Code). 1635 Faraday Ave Carlsbad, CA 92008 8-1 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of2 Email: Building@carlsbadca.gov Rev. 06/18 Building Permit Inspection History Finaled (city of Carlsbad Permit Type; BLDG-Residential Application Date: 11/18/2020 Owner: COOWNER THORNTON MICHAEL T AND MICHELLE L Work Class: Patio Issue Date: 02/12/2021 Subdivision: CARLSBAD TCT#98-19 ROESCH PROPERTY Status: Closed -Fina led Expiration Date: 10/18/2021 Address: 1497 REGATTA RD IVR Number: 30030 CARLSBAD, CA 92011-4074 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 02/25/2021 02/2512021 BLDG-11 151455-2021 Passed Chris Renfro Complete Foun elation/Fig/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/24/2021 03/24/2021 BLDG-15 Rool/ReRoof 153390-2021 Passed Tim Kersch Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/12/2021 04/12/2021 BLDG-34 Rough 154718-2021 Passed Chris Renfro Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04119/2021 04/19/2021 BLDG-18 Exterior 155272-2021 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/01/2021 07/01/2021 BLDG-Final Inspection 160994-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Thursday, July 1, 2021 Page 1 of 1 ✓• EsG1I A S.t\FEhu1lt Company DATE: December 30, 2020 JURISDICTION: Carlsbad □ APPLICANT □ JURIS. PLAN CHECK#.: CBR2020-2995 PROJECT ADDRESS: 1497 Regatta Rd SET: II PROJECT NAME: Cabana for Thornton Residence □ □ □ □ □ ~ □ □ 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. 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: 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#: (b/jj ) Date contacted: Mail Telephone REMARKS: By: Abe Doliente EsGil Email: Fax ~rson Enclosures: 12/21/20 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: December 7, 2020 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2020-2995 PROJECT ADDRESS: 1497 Regatta Rd ✓• EsG1I A SAFEbuilt'Company SET: I PROJECT NAME: Cabana for Thornton Residence □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Antonio Monti D 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: Antonio Monti Telephone#: 442-333-8173 Date contacted: Mail Telephone 0 REMARKS: By: Abe Doliente EsGil (by: ) Email: DRAW4U2@GMAIL.COM Fax In Person Enclosures: 11/19/20 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBR2020-2995 December 7, 2020 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2020-2995 PROJECT ADDRESS: 1497 Regatta Rd FLOOR AREA: Cabana -440 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: December 7, 2020 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/19/20 PLAN REVIEWER: Abe Doliente This plan review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California I Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC, 2019 CPC, 2019 CMG and 2019 CEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2019 California Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBR2020-2995 December 7, 2020 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS 1. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 4. Structural calculations included RB-1 (6 X 12). Please show this on the plans. 5. Framing plan refers to details 2, 6/a-4 at corner grid A-2. Detail 6 is left blank on sheet A-4. MISCELLANEOUS 6. Roof plan shows keynote 10. Please clarify. 7. 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. 8. 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: Carlsbad CBR2020-2995 December 7, 2020 Yes □ No □ 9. 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. Carlsbad CBR2020-2995 December 7, 2020 [DO NOT PAY -THIS 15 NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Abe Doliente BUILDING ADDRESS: 1497 Regatta Rd BUILDING OCCUPANCY: 'BUILDING I AREA I Valuation (Sq.Fl) Multiplier PORTION Cabana 440 12.33 Air Condlioning ··· Fire SprinklaJS TOTALVALUE Jurisdiction Code cb By Ordinance 1997 UBC Build" Ptnmitfee .... 1997 UBC Plan Check fee ""' Comments: 0 Complete Review 0 Other □ Hou1y EaGIIF- PLAN CHECK#.: CBR2020-2995 DATE: December 7, 2020 Reg. VALUE ($) Mod. 5,425 5,425 D Structural Only 1-------1,Hr.@• $51.421 Sheet 1 of 1 I J Re: 1497 _regatta MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 The truss drawing(s) referenced below have been prepared by MiTek USA, lnc. under my direct supervision based on the parameters provided by Pacific Truss. Pages or sheets covered by this seal: K8566789 thru K8566790 My license renewal date for the state of California is September 30, 2022. '} vi ~. RECEIVED DEC 1 7 2020 CITY OF CARLSBAD BUILDING DIVISION November 12,2020 Zhao, Xiaoming IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSlrrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's 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 ANSlrrPI 1, Chapter 2. > 1---0 • . , Job . Truss Truss Type Qty Ply K8566789 1497_REGATTA T1 KINGPOST 1 1 Job Reference I ootionall Pacific Truss SAN DIEGO, Spnng Valley, CA-91978, 7-6-0 8.330 s Oct 7 2020 MtTek Industries, Inc. Thu Nov 12 14:04:03 2020 Page 1 ID:FagOhGxOAUWZWU4yBDUYl?zcf5b-C1qjEPHF4LNY9?Yfu9EUJEpd3QzOiDR9Rci47jyJvFA 15-0-0 7-6-0 7-6-0 Scale= 1 :26.6 5x6 = 3x4 1.Sx4 II 3x4 = 7-6-0 15-0-0 7-6-0 7 Plate Offsets (X Y}-11 ·0-2-0 Edge] [3·0-2-0 Edge] ' ' ' ' LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.06 1-4 >999 240 MT20 220/195 TCDL 15.0 LumberDOL 1.25 BC 0.53 Vert(CT) -0.24 1-4 >744 180 BCLL 0.0 • Rep Stress Iner YES WB 0.07 Horz(CT) 0.02 3 nla nla BCDL 10.0 Code IBC2018/TPl2014 Matrix-S Weight: 48 lb FT =20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 OFNo.2G 2X4 OF No.2G 2X4 OF No.2G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 2-2-0 oc pu~ins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-3-8, 3=0-3-8 Max Horz 1 =43(LC 12) Max Grav 1=662(LC 1), 3=662(LC 1) FORCES. (lb) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-953/88, 2-3=953/88 BOT CHORD 1-4=5/751, 3-4=51751 WEBS 2-4=0/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, lnterior(1) 3-1-12 to 7-6-0, Exterior(2R) 7-6-0 to 10-6-0, lnterior(1) 10-6-0 to 14-10-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. £ WARNING • Vorily deSlgn paramelers and READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE Mll-74 73 rev. 511912020 BEFORE USE. Deslgn valid tor use only with MJTek®connectors. This design 11 based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design IMO the overaN buijdlng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 always requtred for atabtuty and to prevent coUapse with posslble personal injury and p,operty damage. For general guidance regarding the fabrication, 1totage, deMvery, erection and bracing of trusses and trull system,. see ANSVTPtf Quality Crtterl•, DSB-81 •nd SCSI Sulldlns, Component smty lnform«Jon avallabfe from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 November 12.2020 •• Milek· 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply K8566790 1497_REGATTA T1A KINGPOST 1 2 Job Reference looUonall Pacific Truss SAN DIEGO, Spnng Valley, CA-91978, 7-e--0 8.330 s Oct 7 2020 Milek lndustnes, Inc. Thu Nov 12 14:04:12 2020 Page 1 ID:Fag0hGxOAUWZWU4yBDUYl?zcf51>-Rmt77UOuy6VGINk0wYubB8gCY33vJJsUVW02yiyJvF1 15-0-0 7~ 7~ Scale = 1 :26.6 4x6 = 3x4 1.Sx4 3x4 = 7-e--0 15-0-0 7-6-0 7-e--0 LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.03 3-4 >999 240 MT20 220/195 TCDL 15.0 LumberDOL 1.25 BC 0.51 Vert(CT) -0.21 1-4 >828 180 BCLL 0.0 • Rep Stress Iner NO WB 0.05 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code IBC2018/TPl2014 Matrix-S Weight: 96 lb FT=20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 OF No.2G 2X4 OF No.2G 2X4 OF No.2G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1 =0-3-8, 3=0-3-8 Max Horz 1=43(LC 16) Max Uplift 1=-72(LC 12), 3=-72(LC 13) Max Grav 1=1429(LC 19), 3=1429(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2502/362, 2-3=-2502/362 BOT CHORD 1-4=-247/2173, 3-4=-247/2173 WEBS 2-4=0/594 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vutt=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp B; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, lnterior(1) 3-1-12 to 7-6-0, Exterior(2R) 7-6-0 to 10-6-0, lnterior(1) 10-6-0 to 14-10-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) LGT2 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift only and does not consider lateral forces. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Girder carries hip end with 7-6-0 end setback. 11) "NAILED'' indicates 3-10d Nails (0.148" x 3") toe-nails per NOS guidelines. 12) LGT2 Hurricane ties must have two studs in line below the truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1330 lb down and 393 lb up at 7-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard ,& WARNING· Verffydeslgn parometeB and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7•73 AIV. 51111/2020 BEFORE USE. Design valid for uae onty with MITekeconnectors. This design Is based onty upon parameters shown, and ii for an Individual buik:ling compcnent, not 1 truss system. Before use, the building designer must verify the appficabUity of design parameters and property incorporate this design into the ovet'a" bulk:Ung design. Bracing indicated Is to prevent buck~ng of individual truss web and/or chord members onty. Additional temporary and permanent bracing Is ItwIys required for stability and to prevent cotlapse with posslbkl pel'lonal Injury and property damage. For general guidance regarding the fabf1catlon, storage, delivery, erection and bracing of truHH and truss systems. see ANSIITPU Qu•llty Crtterl•, DSB-8t •nd SCSI Bulldlng Component S.efety lf'lformMJon available from Truss ptate Institute, 2670 Crain Highway, Suite 203 Wlldorf. MO 20601 November 12,2020 NII. Milek· 250 Klug Clrele Corona, CA 92880 Job Truss Truss Type Qty Ply K8566790 1497_REGATTA TIA KINGPOST 1 2 Job Reference ,ont1ooal\ Pacific Truss SAN DIEGO, Spnng Valley, CA-91978, 8.330 s Oct 7 2020 MITek lndusbies, Inc. Thu Nov 12 14.04.13 2020 Page 2 10:FagOhGxOAUWZWU4yBDUYl?zcf5b-vyRVKq0vV'jQd7MXJaTFQQjLDNISP8216dkA7cU8yJvFO LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber tncrease=1.25, Plate lncrease=1.25 Uniform Loads (pit) Vert: 1-3=-46(F=-26), 1-2=-70, 2-3=-70 Concentrated Loads (lb) Vert: 2=-1050 .A, WARNING• Verify design parameten1 arid READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE Mll•7•73 rev. 511912020 BEFORE USE. Design val!d for use only with MJTekC> connectors. This design Is based only upon parameters sllown, and is for an indivlduel building compoMl'II, ~ a truH system. Before use. the building designer must verify the applicability of design parameters and property Incorporate this design Into 1h11 ovetall building design. Bracing Indicated Is to prevent bucldlng oflndfvldual trun web and/or chord membafs only. Add~~nal temporary and pennanent bracing Is always requlred for stablllty and to prevent collapse w~h possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvary, aractton and bracing of trusses and tru» systams, aee ANSVJ'Plf Quality Ctttwla, DSB-8f fHld SCSI Bu/ldlnfl Con,po,tfflt S.r.ty /nfomlatlo,i available from Tru .. Plate Institute, 2670 Crain Highway, suite 203 Waldorf. MD 20601 --Milek" 250 Klug Cll'CHI Corona, CA 92880 Symbols PLATE LOCATION AND ORIENTATION ·~ Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-l1•" For 4 x 2 orientation, locate plates 0-11,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 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION t) BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing ~ indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSlfTPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety lnfonnation, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 "' 0 I t) a. 0 I- Numbering System 8 6-4-8 l dimensions shown In ft-In-sixteenths (Drawtngs not to scale) 2 3 TOP CHORDS c,~ WEBS i C6-7 .,.. BOTTOM CHORDS 7 6 5 0 "' 0 I t) a. 0 I- JOINTS ARE GENERALL V NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY ENO JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 Milek® All Rights Reserved Milek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 .A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide b'uss spacing, individual lateral braces themselves may require bracing, or attemative Tor I bracing should be considered. 3. Never exceed the design leading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection superviSOf', property ovmer and an other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSlfTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIITPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of !he species and size, and in all respects, equal to or better than that -~-13. Top chords must be sheathed or pur1ins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no celling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or perlonnance risks. Consult with project engineer before use. 19. Review all por1ions of this design (front, back, words and pictures) before use. Reviewing pictures alone iS not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.