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HomeMy WebLinkAbout2665 CAZADERO DR; ; CB162395; PermitFOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: [] PLANNING El- ENGINEEIqING Li OUILDING FIRE flHEALm LIHAZMATJAPCD A Building Permit Application Plan Check (28 No. , g City 01 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value j, LL Cd1sbad Ph: 760-602-2719 Fax: 760-602-8558 Plan Ck. Deposit I email: building©carlsbadca.gov a a Date (/I'7JI (0 ]P www.carlsbadca.gov JOB ADDRESS '!..CAZADERO DRIVE, CARLSBAD, CA 92009 SUITE#/SPACE#/UNIT# APN 1J3' 215 - 460 - 2 - 00 CT/PROJECT C ILOT #OF UNIT #BEDROOMS BATHROOMS BUSINESS ~~l 5 COTUSTR. JYPE --..-.-1 5.5 N/A V-B I R-3&U DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Construct a new two story single family dwelling, unit with (2) two car garages attached to the dwelling unit. Project will Iinclude an exterior courtyard and two balconies. ,5O5 itt Li 1p47 * 6*ta) 0. wiame's C1) (6izP CO 1-0 EXISTING USE PROPOSED USE I GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS Residential Residential 1.047 1 IYESa NOD YES DNOE YESNOD APPLICANT NAME Primary Contact ALEX MANANTAN PROPERTY OWNER ALEX MANANTAN ADDRESS 2452 HAAS STREET ADDRESS . SAME CITY STATE ZIP ESCONDIDO CA 92025 CITY STATE ZIP PHONE (760) 271-9464 FAX PHONE FAX EMAIL EMAIL a_manantancmsncom DESIGN PROFESSIONA CIVIL ENGINEERING CONSULTING SVCS CONTRACTOR BUS. NAME ADDRESS P.O. BOX 2158 ADDRESS Z??)II,, J2t I3— /Idi)Z.. CITY STATE ZIP VALLEY CENTER CA 92082 CITY STATE IP £ PHONE FAX (760) 235-1176 (866) 313-8908 PH NE FAX EMAIL marcoenganeertnqconsuItinq us EMAIL 9.&vvv.v j .A JZy C.e'jrI, STATE LIC . a I C56710 .t TAT LI.#. G(1I1t CLASS I 13 CITY BUS. LICe ft if Itiec. IUJI.b I3USIfleSS and protesSions Code: Any City OrcOunty 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 Contractors 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)I -. xxv W them' Compensation Declaration:! hereby afflim wider penally of perjury one of the following tederatiorrs: I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the Performance of the work for which this permit is issued 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. .. ............... - . ........ No._______________________________ Expiration Date This section need not be completed if the permit is for one hundred dollars ($100) or less. [J Certificate of Exemption I certify that In the pertonnance of the work for which this permit is issued I shah 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 tocflmtrial penalties and civil fines up to one hundred thousand dollars (11100,000), In addition to the cost of compensation, dama9 as pr idad for In Section 3706 of the Labor code, interest and attorney's tees, CONTRACTOR SIGNATURE /- []AGENT DATE """mrixxixrx r'- . I herèbyafihrrn that I em exempt frorr, Contractor's License Law for the thllove*rg mason: [] I as owner of the property or my employees with wages as their sole conipensahon 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 irnpirxveniest is sold within one year of completion, the owner-builder will have the hurtles of proving that he did not butt or improve for the purpose of sale), JJ 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). [J I am exempt Under Section Business and Professions Code for this reason: I. I personally plan to provide the major labor and materials for construction of the proposed property improvement. [-]Yes [:]No I (have / have not) signed an applicaton for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I conlraclors' license number): 41 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 I 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 I address I phone! type of work): ..PROPERTY OWNER SIGNATURE DAGENT DATE V_ xr.~ - -- -- -- - -- - - Plan Check No. ç !t Oi C Ph. ar s a uiiaing Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760402-27±9 Fax. 760-602-8558 email: building@carlsbadca.gov Est. Value Plan Ck. Deposit Date JOB ADDRESS SUITE#/SPACE#/UNIT# APN ,T/PR0JECT # LOT # PHASE # # OF UNITS 1 11BEDROOMS C BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE 0CC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YES 0 #_._ N00 AIR CONDITIONING YES 0 NOD FIRE SPRINKLERS YES 0 NO 0 APPLICANT NAME (Primary Contact) PROPERTY OWNER NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL DESIGN PROFESSIONAL NAME CONTRACTOR BUS. NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE 7AX / ?3/-C4'.9' EMAIL EMAIL STATE LIC. C STATE LIC.# CLASS CITY US. 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 ($5001). ettwUOJ H''1!11 w :' •' Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Il 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. Ti// iEX1 A a A'..f 2- A/ Cy / '._- O Policy No. ? £cu l'12- 4 7/ 7 Expiration Date 1 -1-12 section need not be completed if the permit is for one hundred dollars ($100) or less. C3 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 ,/2d—t_IC.___-- AGENT DATE // 2 OwiJaOPic, I hereby affirm that lam exempt from Contractor's License Law for the following reason: 0 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). 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), 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. 0 Yes 0 No 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 I phone I 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 I 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 I phone / type of work): ,PROPERTY OWNER SIGNATURE DAGENT DATE 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? Ci Yes Ci No Is the applicant or future building occupant required to obtain a permit from the air pollution runtrot district or air qualify management district? Ci Yes Ci No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Ci Yes Ci No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name Lender's Address I certify that I have mad the application and sthtethat the above lnfomiatonls conedandthattheinformaboncntheptensisacoirate.Iagreetoo,mplywtthafl City ordinances and State tesemtoUngtobuiIdingcenUuon thereby 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 ACCRU E AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required brexcavafons 0ver50'deep and demoltionorconstmctbnof structures over 3 stories in height, EXPIRATION: Every permit hisued by the Building Official under the rosisionsof this Code shall expheby limitation and become null and void if the building orwouk authorized by such perrnil is not commenced within l80 days from the date ofsuch permit orif the b ngorwodca dzedby such permit is suspended or abandoned at any tme after the work is commenced for a period oflBo days (Section 106.4,4 Unifon Building Code). APPLICANT'S SIGNATURE 14~ DATE 6' — - I •? STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. ill I III III ji~i III III I Fax (760) 602-8560, Email buitdingcarlsbadca.govor Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE • ZIP CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No, DELIVERY OPTIONS Ci PICK UP: ci CONTACT (Listed above) ci OCCUPANT (Listed above) ci CONTRACTOR (On pg. 1) ci ASSOCIATED CB# Ci MAIL TO: ci CONTACT (Listed above) oOCCUPANT (Listed above) a CONTRACTOR (On P. o NO CHANGE IN USE/ NO CONSTRUCTION Ci MAIL! FAX TO OTHER:_______________________________ a CHANGE OF USE/ NO CONSTRUCTION ,APPLICANT'S SIGNATURE DATE Allison Taylor From: ALEX MANANTAN <a_manantan@msn.com > Sent: Wednesday, November 22, 2017 11:35 AM To: Building Subject: Fwd: Requested Contract and Cost Breakdown Please be notified that I had legally terminated my contract with Rogers Construction Team and I am giving you my authorization to transfer the building permit for 2665 Cazadero Drive to Larry Malek. Thank you. ALEX Manantan Sent from my iPhone Begin forwarded message: From: jason mcdonough <isnmcd@yahoo.com> Date: November 22, 2017 at 5:15:09 AM PST To: "amanantan@msn.com" <amanantan@msn.com> Subject: Re: Requested Contract and Cost Breakdown Sent from Yahoo Mail on Android On Fri, Oct 20, 2017 at 12:43 PM, ALEX MANANTAN <a manantanmsn.com> wrote: Hi Jason, I called my lawyer regarding your suggestion for me to send Ryan a letter and email of my intention to end our contract. He advised me to hold off on that because he would like to make sure that we are not unlawfully terminating our contract specially there a dispute going on. He is currently out of town and he won't be back until Wednesday. By the way, have you sent me a rough estimate as 1 Waste only to exterior of building line Passed Paul Burnette Failed Paul Burnette Yes Complete Passed Yes Reinspection Complete Passed No Passed Paul Burnette Complete _rs 1' 1ARTA E Cm 23 Permit Type: BLDG-Residential Application Date: 06/17/2016 Owner: COOWNER MANANTAN ALEJANDRO&LUDWINA Work Class: Single Family Detached Issue Date: 06/09/2017 Subdivision: LA COSTA MEADOWS #4 Status: Closed - Expired Expiration Date: 06/12/2018 Address: 2665 Cazadero Dr Carlsbad, CA IVR Number: 715296 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 08/28/2017 08/28/2017 BLDG-21 032917-2017 Passed Michael Collins Complete UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency 11/28/2017 11/28/2017 BLDG-91 041510-2017 Complaints Inspection Checklist Item BLDG-Building Deficiency 12/08/2017 12/08/2017 BLDG-11 042808-2017 Foundation/Ftg/Pier s (Rebar) Checklist Item BLDG-Building Deficiency 12/14/2017 12/14/2017 BLDG-11 043408-2017 Foundation/Ftg/Pier s (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS Passed Yes September II, 2018 Page 1 of 1 4 City of Carlsbad MAY 16, 2017 ALEJANDRO & LUDWINA MANANTAN 2452 HAAS STREET ESCONDIDO, CA 92025 APPLICATION DATE PLAN CHECK #: ADDRESS: EXPIRATION DATE: PERMIT TYPE: 6-17-2016 CB162395 2665 CAZADERO DR 6-17-2017 RESIDENTIAL DESCRIPTION: MANANTAN RES= BUILD NEW 3,505SF LIVING//1,047 SF GARAGES (2)/I TWO BALCONIES (69 SF & 12 SF) ON VACANT LOT You applied to have your plans checked on the date noted above. To date, the related building permit has not been obtained and the original plan review application will expire on the date noted above. This courtesy notice is sent to advise you of the following provisions of the City's codes regarding expiration: 18.04.035 - Section 107.4 amended—Expiration of plan review. Section 107.4 of the California Building Code is amended to read: Applicationsfor which no permit is issued within one year following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the Building Official. 90 day extensions of the plan review period may be granted by the Building Official after review of a letter of explanation provided to him by the property owner. An extension of time granted by the Building Official does not, by right, apply to any related Discretionary Permit under review. Plans submitted and not retrieved from the building department prior to the plan check expiration date noted above will be destroyed. In order to provide better service, please indicate your handling choice for the plans originally submitted and return this letter to the Building Department: Project Abandoned - I will pick up the plans within 10 days Project Abandoned - Plans may be destroyed If you have any questions, please contact the Building Division at (760) 602-2719. Building Division CC: Community & Economic Development Building Division 11635 Faraday Avenue Carlsbad CA 92008-7314 760-602-2700 760-602-8560 f I www.carlsbadca.gov EsGil Corporation In cPartnersfiip with government for(Building Safety DATE: 8/17/2016 LI APPLICANT LI JURIS. JURISDICTION: City of Carlsbad LI PLAN REVIEWER LI FILE PLAN CHECK NO.: 16-2395 SET: II PROJECT ADDRESS: 2665 Cazadero Dr. PROJECT NAME: Manantan Residence 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. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil Corporation staff did not advise the applicant that the plan check has been completed. LII EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: By: David Yao Enclosures: EsGil Corporation E] GA LII EJ LI MB LI PC 8/11 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil Corporation In Partnership with Government for cBui(iing Safety DATE: 6/28/2016 JURISDICTION: City of Carlsbad LI APPLICANT aitiRIS. LI PLAN REVIEWER LI FILE PLAN CHECK NO.: 16-2395 SET: I PROJECT ADDRESS: 2665 Cazadero Dr. PROJECT NAME: Manantan Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. Eli 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. VN 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: Alex Manantan EsGil Corporation staff did not advise the applicant that the plan check has been completed. EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Alex Manantan Telephone #: 760-271-9464 4 ate co,p acted: L9\?....9 (by:flC Email: a_manantan@msn.com MaiI ebne Fax In Person REMAR)&' By: David Yao Enclosures: EsGil Corporation El GA El EJ El MB LI PC 6/21 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad 16-2395 6/28/2016 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 16-2395 JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2665 Cazadero Dr. FLOOR AREA: Living 3505 Garage 1047 sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/17 DATE INITIAL PLAN REVIEW COMPLETED: 6/28/2016 STORIES: 2 HEIGHT: -'22.5' DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/21 PLAN REVIEWER: David Yao 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. City of Carlsbad 16-2395 6/28/2016 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. . PLANS On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." . GENERAL RESIDENTIAL REQUIREMENTS 2. Bathrooms and powder rooms must be mechanically ventilated (an openable window won't suffice). Section R303.3.1 and CIVIC 403.7.(master bath both level -tub area) Glazing in the following locations should be shown on the plans as safety glazing material in accordance with Section R308.4: a) Glazing in doors.(include sidelight) . EXITS, STAIRWAYS, AND RAILINGS Provide stairway and landing details. Section R311.7. a) Maximum rise is 7-3/4" and minimum run is 10", measured from the nosing projection. Where there is no nosing, the minimum run is 11". City of Carlsbad 16-2395 6/28/2016 b) Minimum headroom is 6-8". (Detail BI/A-501 shows 11" run. No nosing is required. Detail A1/A-501 shows 1/2" nosing?) A nosing (between 3/4" and 11/4") shall be provided on stairways with solid risers. Exception: No nosing is required if the tread depth is at least 11 inches. Section R311.7.5.3. . ROOFING Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 40% (but not more than 50%) of the required vent is located no more than 3' below the ridge). Show on the plans the area required and area provided. Section R806.2. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section R806.3. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/16" minimum to 1/4" maximum openings. Section R806.1. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area (if over 30 sq. ft.), shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section R807.1. . GARAGE AND CARPORTS Show a self-closing, self-latching door, either 1-3/8" solid core or a listed 20 - minute assembly, for openings between garage and dwelling. Section R302.5.1. . FOUNDATION REQUIREMENTS Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). City of Carlsbad 16-2395 6/28/2016 13. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section R401.3. . FRAMING 14. Page 8 of the calculation shows 2 nd floor line C is type 3 wall. The plan shows different type of wall(double side type 2 wall?). O.K.? 15. Page 18 of the calculation shows 2nd story beam 2-2 span 4'-l" with 7" cantilever. The framing plan appears to not show it. O.K.? 16. Page 30 of the calculation shows beam 5-6x12 span 8'5". The framing plan shows beam 5-6x6 span less than 85". Please check. 17. Beam 6 along grid line I will support the shear wall above. The calculation appears to not review the point load (up or down) at end of shear wall. Please check. . ELECTRICAL 18. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If the service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. 19. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52. 20. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 Tamper resistant receptacles for all locations described in 210.52 (i.e., all receptacles in a dwelling). Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.8(A): Family, living, bedrooms, dining, halls, etc. 21. Per CEC Article 210.11(C)3, note on the plans that bathroom circuiting shall be either: A 20 ampere circuit dedicated to each bathroom, or At least one 20 ampere circuit supplying only bathroom receptacle outlets. 0 PLUMBING City of Carlsbad 16-2395 6/28/2016 Note on the plans that "combustion air for fuel burning water heaters will be provided in accordance with the Plumbing Code". Show the T and P relief valve at the water heater and the discharge pipe size and routing to the exterior. CPC Section 608.3. Dimension on the plans the 30" clear width required for the water closet compartment and the 24" clearance required in front of the water closet. CPC 402.5. Provide a note on the plans: The control valves in showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves. CPC Sections 408, 409, 410. . RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additions/alterations that increase the building's conditioned area, volume or size. CGC Section 303.1.1. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Electric Vehicle Charging. Note on the plans that electrical vehicle supply equipment (EVSE) is required in NEW one and two family dwellings and townhomes with attached garages. Show on the plans the location of the electrical vehicle supply equipment. The EVSE must consist of minimum 1" conduit extending from the main panel to a junction box where the EVSE receptacle will be provided. The main service panel must be sized to accommodate 208/240 Volt, 40 amp dedicated branch circuit. For new multifamily dwellings, where there are 17 or more units, 3% of the total parking spaces, but not less than one, shall be equipped with electrical vehicle charging stations. EVCS shall be shown on the plans in common use areas available to all residents. CGC 4.106.4. Storm water drainage/retention during construction. Note on the plans: Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC 4.106.2. Grading and paving. Note on the plans that site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC 4.106.3. Exception: Additions not altering the drainage path. City of Carlsbad 16-2395 6/28/2016 Note on the plans that for new residential construction where landscape irrigation water is planned a water budget shall be developed that conforms to local landscape ordinance or the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO), which ever is more stringent. To view the MWELO: http://www.water.ca.gov/wateruseefficiency/docs/MWELO TbContent Law. pdf For the local landscape ordinance check with City/County Planning Department. CGC 4.304.1. Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan to the jurisdiction agency that regulates waste management, per CGC 4.408.2. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC 4.505.2.1. Interior moisture control. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified in Section 4.505.3. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC 4.505.3. 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 Include on the Title Sheet of the plans the following statement: "Compliance with the documentation requirements of the 2013 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CF1R, CF2R, and CF3R forms shall be made available at necessary intervals for Building Inspector review. Final completed forms will be available for the building owner." The energy analysis shows total conditioned floor space 3999.1 sf. Sheet G-101 of the plan shows 3550 sf. Please check. All hot water piping sized %" or larger is required to be insulated as follows: 1" pipe size or less: 1" thick insulation; larger pipe sizes require 11/2" thick insulation. Note: In addition, the %" size hot water pipe to the kitchen sink is required to be insulated. ES 150.00)2 Provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) City of Carlsbad 16-2395 6/28/2016 Provide on the plans a complete gas pipe design. The gas load for the water heater shall be a minimum of 200,000 BTU/hr. (even the plan shows tanked water heater) A condensate drain installed no higher than 2" above the base of the heater that also allows for gravity drainage. The "B" vent installed in a straight position (no bends) from the room containing the water heater to the roof termination (for future possible sleeving for high efficiency heater venting.) A 120 volt receptacle accessible to the heater installed within 3 feet. 38. Residential energy lighting requirements: ES 150.0(k) In bathrooms, at least one fixture shall be high efficacy and all remaining fixtures shall be high efficacy or be controlled by a vacancy sensor. Lighting installed ingarages, laundry rooms, and utility rooms shall be high efficacy and be controlled by vacancy sensors. High efficacy fixtures are required for all other rooms (not described above) or low efficacy fixtures are allowed if controlled by a dimmer or a vacancy sensor. Outdoor lighting fixtures that are attached to a building are required to be high efficacy or be controlled by a combination photo-control/ motion sensor. 39. Residential ventilation requirements: Kitchens require exhaust fans with a minimum 100 cfm ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. Mechanical whole house ventilation must be provided. Identify the fan providing the whole house ventilation (complete with CFM) on the floorplans. All fans installed to meet all of the preceding requirements must be specified at a noise rating of a maximum 1 "Sone" (for the continuous use calculation) or 3 "Sone" (for the intermittent use calculation). MISCELLANEOUS All new residential units shall include on the building plans provisions (conduit and roof penetrations) specifically designed to allow the later installation of a system which utilizes solar energy as an alternative energy source. Please finish the attached "Waste Management Plan' from City of Carlsbad. 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. City of Carlsbad 16-2395 6/28/2016 43. 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: YesU No U 44. 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 David Yao at EsGil Corporation. Thank you. City of Carlsbad 16-2395 6/28/2016 (DO NOT PAY- THIS IS NOTAN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2395 PREPARED BY: David Yao DATE: 6/28/2016 BUILDING ADDRESS: 2665 Cazadero Dr. BUILDING OCCUPANCY: R3/U BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) living 3505 garage 1047 balcony 81 per city 564,657 Air Conditioning Fire Sprinklers TOTAL VALUE 564,657 Jurisdiction Code cb IBY Ordinance I Bldg. Permit Fee by Ordinance V $2,232.261 Plan Check Fee by Ordinance 1W I I $1,450.971 Type of Review: F71 Complete Review Structural Only Repetitive Fee El Other fl Repeats Hourly Hr. @ * EsGil Fee $1,250.071 Comments In addition to the above fee, an additional fee of $86 is due (1 hour@ $86/hr.) for the CaiGreen review. Sheet I of 1 macvalue.doc + PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08/23/2016 PROJECT NAME: MANANTAN RESIDENCE PROJECT ID:PD16-11 PLAN CHECK NO: CB162395 SET#: 2 ADDRESS: 2665 CAZADERO DR APN: 2154600200 VALUATION: $564,657 SCOPE OF WORK: 3505 SF SFR AND 1047 SF GARAGE F-1 This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required Yes No FX 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: A_MANANTAN@MSN.COM To determine status by one of the divisions listed below, please contact 760-602-2719. LAND DEVELOPMENT 760-602-2750 Chris Sexton Chris Glassen Greg Ryan 760-602-4624 LJ 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Giassen@carisbadca.gov Gregory. Ryan@carlsbadca.gov Gina Ruiz 1 Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina. Ruiz@carlsbadca.gov Linda.ontiveros@carisbadca.gov Cynthia.Wong@carlsbadca.gov VaiRay Nelson Dominic Fieri L_J 760-602-2741 . L_ 760-602-4664 ValRay.Marshaii@carisbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: MANANTAN RESIDENCE PLAN CHECK NOW CB16395 Please Read Outstanding isuec are marked with X Items that conform to permit Instructions: requirements are marked with L . or have intentionally been left blank. 1. SITE PLAN SLIP SHEET Provi CITY SIGNED 1111 APPROVED GRADING PLAN INTO SET nil de a fully dimensioned site plan drawn to scale [1711 North arrow T211 Existing & proposed structures ui Existing street improvements Property lines (show all dimensions) Easements Li Right-of-way width & adjacent streets Show: "[TDriveway widths I Existing or proposed sewer lateral 1 Existing or proposed water service LX Submit on signed approved plans DWG No. DWG 493-9A Show on site plan: DWG 493-9A Eli Drainage patterns and proposed site elevations. Show all high points. LIII Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". [111] Existing & proposed slopes and topography =size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. LIII Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: tozE# I7ó LIII D1Ei Li [7] Site address %1 Assessor's parcel number LIII Legal description/lot number Eli For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. [III] [17] Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 740 MAP 7367 Subdivision/Tract: LA COSTA MEADOWS #4 Reference No(s): E-36 Page 2 of 6 REV 6/01/12 MANANTAN RESIDENCE PLAN CHECK NO # C8162395 DISCRETIONARY APPROVAL COMPLIANCE N/A = Eli Project does not comply with the following engineering conditions of approval for project no.: DEDICATION REQUIREMENTS N/A Eli] Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24000.00 pursuant to Carlsbad Municipal Code Section 18.40.030. Eli Dedication required as follows: IMPROVEMENT REQUIREMENTS fl—I fl—IAII needed public improvements upon and adjacent to the building site must be constructed DWG 493-9A at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. =I Eli Public improvements required as follows: Eli Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Eli Future public improvements required as follows: E-36 Page 3 of 6 REV 6/01/12 MANANTAN RESIDENCE PLAN CHECK NO # CB162395 GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. Tlnadequate information available on site plan to make a determination on grading GR requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" X Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. X Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. 1 1 No grading permit required J Minor Grading Permit required See additional comments for project- specific requirements MISCELLANEOUS PERMITS [1 EIJRIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. LIJ LII Right-of-way permit required for: *ANY WORK BEING DONE WITHIN THE PUBLIC RIGHT OF WAY* E-36 Page 4 of 6 REV 6/01/12 MANANTAN RESIDENCE PLAN CHECK NO # CB162395 7. STORM WATER Construction Compliance SW 16-239 LiI Lii Project Threat Assessment Form complete. Enclosed Project Threat Assessment Form incomplete [I Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW Li LIII Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance II Storm Water Standards Questionnaire. ill L Project is subject to Standard Storm Water Requirements See city Standard Urban Storm Water Management Plan (SUSMP) for reference. Li Indicate areas of impervious surfaces (patios walkway etc ) and pervious areas (landscaping) 1 Project needs to incorporate low impact development strategies throughout in one or more of the following ways: j Rainwater harvesting (rain barrels or cistern) Vegetated Roof I Bio-retehtions cell/rain garden LII Pervious pavement/payers II Flow-through planter/vegetated or rock drip line ] Vegetated swales or rock infiltration swales .II1 Downspouts disconnect and discharge over landscape LII Other: E-36 Page 5of6 REV 6/01/12 MANANTAN RESIDENCE PLAN CHECK NO # CB162395 WATER METER REVIEW Domestic (potable) Use FS3/4 U What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. ] vi For residential units the minimum size meter shall be 5/8",except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be FEES LXII LII] Required fees have been entered in building permit. LIII LI] Drainage fee applicable Added square feet Added square footage in last two years? LII yes LI no Permit No. Permit No. Project built after 1980 II]yes F-1 no Impervious surface > 50% [I]yes no Impact unconstructed facility I]] yes no [1111111 Li Fire sprinklers required Dyes Ellino (is addition over 150 from center line) Upgrade [I] yes Limo [1111 LIII No fees required ADDITIONAL COMMENTS Attachments L Engineering Application [ Storm Water Form Right-of-Way Application/ Info. L Reference Documents E-36 Page 6of6 REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: VALRAY NELSON Date: 08/02/2016 GEO DATA: LFMZ: 6 I B&T: i Address: 2665 CAZADERO DR Bldg. Permit #: CB162395 Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: SFR Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD:!]YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) L7 NO 1. PARK-IN-LIEU FEE: NW QUADRANT ONE QUADRANT [IIISE QUADRANT WQUADRANT ADT'S/UNITS: X FEE/ADT: $ N/A 23RAFFIC IMPACT FEE: ADT'S/UNITS: X FEE/ADT: =$ 3160.00 BRIDGE & THOROUGHFARE FEE: LIII DIST. #1 [i]DIST.#2 L]DIST.#3 (USE SANDAG)ADT'S/UNITS X FEE/ADT: $ 530.00 FACILITIES MANAGEMENT FEE ZONE: 6 ADT'S/UNITS: 1 X FEE/SQ.FT./UNIT: 310 $ 310.00 5. SEWER FEE EDU's X BENEFIT AREA: EDU's DRAINAGE FEES: D PLDA: ACRES: 0.71 X POTABLE WATER FEES: UNITS I CODE I I I FS314 FEE/EDU: $ LUECADIA FEE/EDU: $ N/A EIIHIGH MEDIUM IILOW FEE/AC: 2136 1 =$ 1516.56 CON N. FEE I METER FEE I SDCWA FEE I TOTAL 10928 ***This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760) 60-719 for a complete listing of fees*** PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 07/05/2016 PROJECT NAME: MANANTAN RESIDENCE PROJECT ID:CB162395 PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2665 CAZADERO DR APN: 2154600200 VALUATION: $564,657 SCOPE OF WORK: 3505 SF SFR AND 1047 SF GARAGE F-1 This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required Yes X No 10 Xthe This plan check review is NOT COMPLETE. Items missing or incorrect are listed on attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: A_MANANTAN@MSN.COM To determine status by one of the divisions listed below, please contact 760-602-2719. LAND DEVELOPMENT - - 760-602-2750 Chris Sexton Chris Glassen Greg Ryan 760-602-4624 - 760-602-2784 760-602-4663 Chris.sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov fl Gina Ruiz Linda Ontiveros PT Cindy Wong . 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.ontiveros@carlsbadca.gov Cynthia.Wong@carisbadca.gov ValRay Nelson [ Dominic Fieri 760-602-2741 . ... 760-602-4664 ValRay.Marshall@carlsbadca.gov Dominic.Fieri@carlsbadcagov Remarks: DWG MANANTAN RESIDENCE PLAN CHECK NO # 1 Outstanding issues are marked with 1~~i Items that conform to permit requirements are marked with d or have intentionally been left blank. 1. SITE PLAN SLIP SHEET Provi CITY SIGNED [III APPROVED LIII GRADING LIII] PLAN INTO SET [1 de a fully dimensioned site plan drawn to scale. Show: L.I North arrow LII] U Driveway widths L?II Existing & proposed structures Eli L_J Existing or proposed sewer lateral EIIIIII Existing street improvements LIII LI Existing or proposed water service Property lines (show all dimensions) LXII Li Submit on signed approved plans: 1Easements DWG No. DWG J Right-of-way width & adjacent streets Show on site plan: [IJ Drainage patterns and proposed site elevations. Show all high points. [IX] Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. =ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". lj Existing & proposed slopes and topography __]Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. LU Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: LOT # IS 740 NOT 739 1"II Site address X] Assessor's parcel number LIII Legal description/lot number rllli For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. L Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: LOT 740 MAP 7367 Subdivision/Tract: LA COSTA MEADOWS #4 Reference No(s): E-36 . Page 2of6 REV 6/01/12 Li MANANTAN RESIDENCE PLAN CHECK NO # 1 DISCRETIONARY APPROVAL COMPLIANCE N/A EIIII LIII Project does not comply with the following engineering conditions of approval for project no.: DEDICATION REQUIREMENTS Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. LLII Dedication required as follows: IMPROVEMENT REQUIREMENTS All needed public improvements upon and adjacent to the building site must be constructed DWG - at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. =1 LXII Public improvements required as follows: LIII Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. Future public improvements required as follows: E-36 Page 3 of 6 REV 6/01/12 N/A Li El MANANTAN RESIDENCE PLAN CHECK NO # 1 GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. GR 1111=Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" EIXI =Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. x Jii Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. Li Li No grading permit required. LIII. TIll Minor Grading Permit required. See additional comments for project- specific requirements. MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for *ANY WORK BEING DONE WITHIN THE PUBLIC RIGHT OF WAY* E-36 Page 4 of 6 REV 6/01112 MANANTAN RESIDENCE PLAN CHECK NO #1 7. STORM WATER Construction Compliance SW ElliI LII Project Threat Assessment Form complete. -I LIIJ Enclosed Project Threat Assessment Form incomplete. El Eli Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SW El Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance SWM P CXI] [I]J Storm Water Standards Questionnaire. II]J I]] Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. LIII [III Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). LII LIII Project needs to incorporate low impact development strategies throughout in one or more of the following ways: 11111 Rainwater harvesting (rain barrels or cistern) Eli Vegetated Roof Eli Bio-retentions cell/rain garden LII Pervious pavement/payers LIII Flow-through planter/vegetated or rock drip line LXI Vegetated swales or rock infiltration swales LXXI Downspouts disconnect and discharge over landscape El Other: E-36 Page 5 of 6 REV 6/01/12 MANANTAN RESIDENCE PLAN CHECK NO # 1 WATER METER REVIEW Domestic (potable) Use FS3/4 1 LEII What size meter is required? Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. FYI For residential units the minimum size meter shall be 5/8",except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be %". FEES EXI LIII Required fees have been entered in building permit. LIII [i Drainage fee applicable Added square feet Added square footage in last two years? LI yes LI no Permit No. Permit No. Project built after 1980 F-1 yes Ono Impervious surface > 50% [J yes no Impact unconstructed facility F-1 Yes LII no LIII LIII Fire sprinklers required Dyes 111,1 no (is addition over 150' from center line) Upgrade [I] yes Limo LII] [III] No fees required ADDITIONAL COMMENTS Attachments Engineering Application Storm Water Form Right-of-Way Application/ Info I Reference Documents E-36 Page 6of6 REV 6/01/12 Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Address: Fees Update by: Date: GEO DATA: LFMZ: I B&T: Bldg. Permit #: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: Types of Use: Sq.Ft./Units EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Sq.Ft./Units ADT's: FEES REQUIRED: Within CFD: DYES (no bridge & thoroughfare fee in District #1 reduces Traffic Impact Fee) 1?I NO 1. PARK-IN-LIEU FEE: [I]NW QUADRANT LINE QUADRANT L]SE QUADRANT []W QUADRANT ADT'S/UNITS: X FEE/ADT: I 23RAFFIC IMPACT FEE: ADT'S/UNITS: X FEE/ADT: I BRIDGE & THOROUGHFARE FEE: LII] DIST. #1 [-] DIST.#2 [IT, DIST.#3 (USE SANDAG)ADT'S/UNITS X FEE/ADT: FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: I X FEE/SQ.FT./UNIT: I SEWER FEE EDU's X FEE/EDU: I BENEFIT AREA: EDU's I X FEE/EDU: I = 6 DRAINAGE FEES PLDA [ITHIGH MEDIUM Li LOW ACRES: X FEE/AC: 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL This may not represent a comprehensive list of fees due for this project. Please contact the Building division at (760) 60-719 for a complete listing of fees*** PLANNING DIVISION Development Services BUILDING PLAN CHECK Planning Division CITY OF REVIEW CHECKLIST 1635 Faraday Avenue CARLSBAD P 28 (760)602-4610 - www.carlsbadca.20v DATE: 9-20-16 PROJECT NAME: MANTANAN RESIDENCE PROJECT ID: HMP 16-03 PLAN CHECK NO: CB 16-2395 1 SET#: 3 ADDRESS: 2665 Cazadero Drive APN: 215-460-02-00 This plan check review is complete and has been APPROVED by the Planning Division. By: Chris Sexton A Final Inspection by the Planning Division is required n Yes M 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: a_manantan@msn.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov Greg Ryan 760-602-4663 GregoryRyan@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov ValRay Marshall 760-602-2741 ValRay.Marshall@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wonp@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Plan Check No. CB 16-2395 Address 2665 Cazadero Drive Date 9-20-16 Review # 3 Planner Chris Sexton Phone (760) 602-4624 APN: 215-460-02-00 Type of Project & Use: new sfr Net Project Density: 1.0DU/AC Zoning: R-1 -15,000 General Plan: R-1.5 Facilities Management Zone: 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: Z Item Complete LI Item Incomplete - Needs your action LI LI Environmental Review Required: YES LI NO LI TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: LI LI LI Discretionary Action Required: YES Z NO LI TYPE HMP 16-03 APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: LI Li Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES R NO 111 CA Coastal Commission Authority? YES El NO El 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): LI LI Habitat Management Plan Data Entry Completed? YES E NO LI If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (AIP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Inclusionary Housing Fee required: YES LI NO E] (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES LI NO LI (NP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES LI NO D N/A LI P-28 Page 2 of 3 07/11 Site Plan: LI LI 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 LI LI 1. Applicability: YES LI NO L] LI LI 2. Project complies: YES LI NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 20' Shown 20' Required 1..0I Shown iQ Required N/A Shown N/A Y Required 2 Shown 20' Required N/A Shown N/A LI LI 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown LI LI 3. Lot Coverage: Required <40% Shown 20% LI LI 4. Height: Required <35' with mm. 3:12 roof Ditch Shown LI LI 5. Parking: Spaces Required 2 Shown 4 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown LI LI 6. Floor Area Ratio: Required Shown 101010 Ayrinrr1 V V y II .-.----'---.------- OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Chris Sexton DATE 9-20-16 P-28 Page 3 of 3 07/11 Janet Altar From: Amber Ressmer Sent: Wednesday, June 22, 2016 11:07 AM To: a_manantan@msn.com Cc: Building Subject: CB162395 2665 Cazadero Dr - plan does not require Carlsbad Fire dept. fire plan review Good morning Alex, You are receiving this email because you are the applicant on the permit #CB162395 'Construct of new two story single family dwelling' for 2665 Cazadero Drive in Carlsbad, CA. The fire marshal has determined that the fire department does not need to review these plans and no fire inspection is necessary. Thank you, Amber (city of Carlsbad Amber Ressmer Administrative Assistant Fire Prevention City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 www.carlsbadca.gov P 760-602-4665 I F 760-602-8561 EIII CIVIL ENGINEERING Consulting Services July 22, 2016 Mr. Alex Manantan 2665 Cazadero Drive Carlsbad, California Subject: Foundation Plan Review Proposed Two Story Building Dear Mr. Manantan: We have reviewed the Foundation Plan dated July 18, 2016 and we have determined that it complies with the recommendations of the Geotechnical report dated December 14, 2015. Thank you for the opportunity to be serve your project needs. We sincerely appreciated. Should you have any questions about this report, please do not hesitate to contact us. Respectfully submitted, Marco A. Limon, RCE - C56710 - Exp. 6/30/17 Civil Engineering Consulting Servi P.O. Box 2158 Valley Center, CA 92082 Phone: (760) 271-8261 Fax: (866) 313-8908 Email: marco@engineeringconsulting.us (City of Ca.rIsbad Community & Economic Development CERTIFICATION OF SCHOOL FEES PAID RECE WED JUN 0 9 2017 CITY OF CARLSAD EUJLDINC DVlON 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. I Project No. & Name: DEV2016-0001, MANANTAN RESIDENCE Plan Check No.: CB162395 Project Address: 2665 CAZADERO DR Assessor's Parcel No.: 2154600200 Project Applicant: COOWNER MANANTAN ALEJANDRO&LUDWINA (Owner Name) Residential Square Feet: New/Additions: 3,505 Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 06/09/2017 Certification of Applicant/Owners. The person executing this declaration (Owner') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 El 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. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Nancy Dolce (By Appt.only) Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 I SCHOOL DISTRICT SCHOOL FEE CERTIFICATION U OC '11-P (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 deternined by the School District. The City may issue building permits for this project. \ 't Signature of Authorized Sphool District Official: Title Date: Name of School District: SCL,/ 0 , - Phone 1-~ . 41 V Building Division 1635 Faraday Avenue I Carlsbad, CA 92008 760-602-2719 1 760-602-8558 fax I building@carlsbadca.gov -- - .. ., - -. . _S '-..._. ;_i'fl-' . - -_.•_..,,..'- .'_..-t-_ .t_ ,-- - - . -.---- '..-.---,. . -,, I - . ,.- COC No. 004610 SAN MARCOS UNIFIED SCHOOL DISTRICT CERTIFICATE OF COMPLIANCE WITH FEE PROVISIONS ("COC") Education Code Section 17620 and Government Code Section 65995, et seq. Facilities Planning & Development, 255 Pico Avenue, Suite 250, San Marcos, CA 92069 - (760) 290-2649 Project Description: Tract No.: .I. . Project Mailing Address(es): t65 C4LdJL1J ii Assessor's Parcel No(s): 71 4k3fl 2 ifl Project Applicant: Project Owner: Applicant Phone No.: 4\f( & L.iD1L 4'ç j—Oi$ Owner Mailing Address: Owner Phone No.: 0 K Ed. Code 17620 and Gov. Code 65995, et seq 0 Existing Mitigation Agreement or CFD No.: o Not subject to fee requirements Note: Applicant Declaration: The person executing this declaration ("Applicant") hereby declares, under penalty of perjury under the laws of California, that the following is true and correct: (1) Applicant is acting on behalf of the owner of the above-referenced project ("Project") and is authorized, by such owner, to agree to the terms for issuance for this COC; (2) to the best of the Applicant's knowledge, the information provided herein is true; (3) the square foot amounts used in the fee calculation below were determined by the building department that will issue a building permit for the construction; and (4) Applicant or owner of the Project will obtain an amended COC and pay any additional amounts due if there is an increase in the number of dwelling units ("DU") or the square footage of any DU or commercial/industrial structure in the Project increases after Applicant has obtained any COC. If the initial determination of the number of units or the square footage is found to be incorrect, Applicant shall be responsible to pay any costs of collection thereof including attorneys' fees and legal costs. Applicant Signature: Print Name: YC > Date....- L' " DJNew Construction E Room Additions/Conv.j500+Sq,Ft.) 0 Commercial/Industrial D Qualified Senior Housing 35Ox 4 1 Fee per sq. ft. = $ ke '5I( .)c ________x Fee per sq. ft. = $_________________ and Type of Units: Number and Type of Units: t I Total: $ I t1' K_ 311 ' I I Total: $ DISTRICT CERTIFICATION: The San Marcos Unified School District ("District") hereby certifies that the Applicant has paid the above-specified amount, which was determined according to the information presented by the Applicant, and that the COC is issued to Applicant as a prerequisite to the issuance of a building permit(s) for the Lots/DUs specified above. Received From: LbVis (&Ur 14 01 i4.- Check No.: 22L Total Amount Collected: $ Received I Authorized By -'f44-iLU Ak i P AU41 /iA fri / 9 /2o /7 -bistrid-Sibn6turb Title Date of and NOTICE OF 90-DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Government Code Section 66020 requires that a district provide: (1) written notice to the Project applicant, at the time of payment of school fees, or other exactions ("Fees"), of the ninety (90) day period to protest the imposition of these Fees and (2) the amount of the Fees. Therefore, this Notice shall serve to advise you that the ninety (90) day protest period in regard to such Fees or the validity thereof, commences with the payment of the Fees or performance of any other requirement as described in Government Code Section 66020. Additionally, the amount of the Fees imposed is as stated here, whether payable at this time in whole or in part, prior to the issuance of a Certificate of Compliance. As in the latter instance, the ninety (90) day protest period starts on the Date of Issuance. EXPIRATION OF CERTIFICATE This COC is valid for one hundred eighty (180) days from the Date of Issuance. Extensions will be granted only for good cause, as determined by the Facilities Planning & Development Department of the District, and one (1) sixty (60) day extension may be granted. At such time as this COC expires, if a building permit has not been issued for the Project that is the subject of this COC, the Owner of the Project at the time this COC was issued will be reimbursed all Fees that were paid to obtain this COC without interest. Owner must submit a request for reimbursement in writing to the District Facilities Planning & Development Department. I THIS COC EXPIRES: I 4- / THE EXPIRATION DATE IS EXTENDED TO: SIGNATURE VERIFYING AUTHORIZED EXTENSION: Date: - **COC Continued on the Back of This Page** Distribution: Facilities - White Customer - Green Agency - Canary Accounting - Pink Audit - Goldenrod FEE REGULATIONS 1. Residential Fees Fees can be charged on any new square footage within the perimeter of a residential structure, excluding carports, walkways, garages, overhangs, patios, enclosed patios, detached accessory structures, or similar structures (Government Code Section 65995 (b)(l)). Fees on room additions are limited by the restrictions above. Additionally, fees on room additions cannot be assessed unless the increase in the assessable square footage of the residence is more than five hundred (500) square feet. If the room addition creates a net increase of greater than five hundred (500) square feet, the fee is charged on the entire net increase in square footage (Education Code Section 17620 (a)(l)(c)(i)). Commercial/Industrial Fees Government Code Section 65995(b)(2) specifies the type of commercial/industrial space that may be charged. Fees can be charged on covered and enclosed space within the perimeter of the commercial/industrial structure, not including storage areas incidental to the principal use of the construction, garages, parking structures, unenclosed walkways, or utility or disposal area. Exemptions From Fees Government Code Section 65995(d) states that the following cannot be charged: (1) structures that are tax exempt and used exclusively for religious purposes; (2) private full-time day schools as described in Education Code Section 48222; and (3) structures owned and occupied by a governmental agency. Education Code Section 17626 and Government Code Section 66011 together prohibit charging fees on structures replacing those damaged or destroyed by a natural disaster. However, if the functioning, size, or use of the previous structure is changing, then the resulting increase or change in function, size or use may subject all or part of the new structure to the applicable Fees. Senior-Only Facilities Although senior-only facilities are residences, Government Code Section 65995.1(a) limits the fees on certain senior-only facilities to that of Commercial/Industrial Fees. The Commercial/Industrial Fee applies to Senior housing, as described in Civil Code Section 51.3, Health and Safety Code Sections 1569.2(k) and Government Code Section 15432(d)(9), as well as mobile home parks where residency is limited to older persons, as provided by Government Code Section 65995.2. Applicants will be required to provide proof that their development satisfies the applicable code section by bringing in their recorded Covenants Conditions &Restnctions or deed restriction. Mitigation Payments Mitigation Payments will only be refunded pursuant to the terms of the applicable Mitigation Agreement. None of the provisions herein related to expiration or refund apply to payments made pursuant to a Mitigation Agreement. NOTICE OF SCHOOL FEE APPEAL/PROTEST PROCEDURE Pursuant to the Resolution adopting this COC, the following summarizes the District's School Fee Appeal/Protest Procedure for protesting Commercial/Industrial Fees and Residential Fees (collectively referred to as "School Fees") in order to provide a process that permits the Applicant an opportunity for a hearing to appeal the imposition of School Fees ("Hearing") and to consider the required notice of protest filed pursuant to Government Code Section 66020: a. Within ninety (90) calendar day of being notified of the School Fees to be imposed or paying the School Fees, Applicant(s) shall file a written request: 1. By personal delivery, certified or registered mail or overnight mail (i.e., FedEx or similar service) ("Allowable Method") for a Hearing. 2. That contains a statement that payment has been tendered or will be tendered when due, or that any conditions which have been imposed are provided for or satisfied, under protest. 3. That contains a statement(s) informing the Governing Board ("Board") of the factual elements of the dispute and the legal theory forming the basis for the protest. The possible grounds for appeal include, but are not limited to: For Commercial Fees - the inaccuracy of including the Project within the category pursuant to which the Commercial Fees are to be imposed, or that the employee generation or pupil generation factor utilized under the applicable category are inaccurate as applied to the Project. The Applicant appealing the imposition of Commercial Fees shall bear the burden of establishing that the Commercial Fees are improper ("Commercial Grounds for Appeal"). For Residential Fees - the inaccuracy of the pupil generation factors, land cost, development or square footage projections used. The Applicant appealing the imposition of Residential Fees shall bear the burden of establishing that the Residential Fees are improper ("Residential Grounds for Appeal") (Commercial Grounds for Appeal and Residential Grounds for Appeal collectively referred to as "Grounds for Appeal."). 4. The written request shall be served on the Assistant Superintendent, Business Services, of the School District ("Assistant Superintendent"). b. Within ten (10) calendar days of receipt of the written request for a Hearing, the Assistant Superintendent, or designee, shall give notice in writing of the date, place and time of the Hearing to Applicant(s). The Assistant Superintendent, or designee, shall schedule and conduct said Hearing within fifteen (15) calendar days of receipt of the written request. The Assistant Superintendent, or designee, shall render a written decision within ten (10) calendar days following the Hearing and serve it by an Allowable Method to Applicant's / Applicants' last known address. C. Within ten (10) calendar days of receipt of the Assistant Superintendent or designee's written decision, Applicant(s) may appeal the Assistant Superintendent or designee's decision to the Board. Applicant(s) shall state in the written appeal the Grounds for Appeal and said written appeal shall be served by an Allowable Method on the Assistant Superintendent. d. Within ten (10) calendar days of receipt of the written request for a Hearing, the Assistant Superintendent, or designee, shall give notice in writing of the date, place and time of the Hearing to the Applicant(s). The Board shall schedule and conduct said Hearing at the next regular meeting of the Board, provided that the Applicant(s) is given notice at least five (5) calendar days prior to the regular meeting of the Board. The Board shall render a written decision within ten (10) calendar days following the Hearing on the Applicant's / Applicants' appeal and serve the decision by an allowable Method to the Applicant's last known address. REFUND POLICY If construction does not commence as provided in Education Code Section 17624 and Government Code Section 65995, the amount of the Fees paid, minus a Fifty and no/100 Dollar ($50.00) application charge, will be refunded to the Owner of the Project at the time this COC was issued. An authorized written notice from the building department responsible for issuing the building permit declaring that the building permit has been cancelled and no construction has commenced must be delivered to the District's Facilities Planning & Development Department. Refunds will be processed thirty (30) days after receipt of notification. READ AND REVIEWED: APPLICANT SIGNATURE PRINTED NAME City of Carlsbad Valuation Worksheet Building Division Permit No: Address Assessor Parcel No. Date By Type of Work Area of Work Multiplier VALUE SFD and Duplexes 3,505 $139.52 $489,017.60 Residential Additions $166.81 $0.00 Remodels / Lofts $45.78 $0.00 Apartments & Multi-family $124.35 $0.00 Garages/Sunrooms/Solariums 1,047 $36.40 $38,110.80 Patio/Porch 81 $12.13 $982.53 Enclosed Patio $19.71 $0.00 Decks/Balconies/Stairs $19.71 $0.00 Retaining Walls, concrete,masonry $24.26 $0.00 Pools/Spas-Gunite $51.56 $0.00 TI/Stores, Offices $45.78 $0.00 TI/Medical, restaurant, H occupancies $63.70 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System 4,552 $3.94 $17,934.88 Air Conditioning - commercial $6.37 $0.00 Air Conditioning - residential 3,505 $5.31 $18,611.55 Fireplace/ concrete, masonry $4,883.11 $0.00 Fireplace/ prefabricated Metal $3,319.61 $0.00 $0.00 $0.00 TOTAL $564,657.36 Valuation: Comm/Res (CIR): Building Fee Plan Check Fee Strong Motion Fee Green Bldg. Stand. Fee Green Bldg PC Fee License Tax/PFF License Tax/PFF (in CFD) CFD 1st hour of Plan CheckFire Expedite Plumbing Mechanical Electrical $564,657 C $2,232.26 $1,562.58 $119.00 $20.00 $163.00 $19,763.01 $10,276.76 CFD 21 Yes (PFF=1.82%) EZ No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: CREDITS PFF and/or CFD Explanation: City of Carlsbad 16-2395 6/28/2016 41 (ft WASTE MANAGEMENT bopm $er,ce, Carlsbad PLAN B-59 wWw.Cia22 ::r: iZt 5 ( I'it3 2(, (itLioOr •anee °5i- 3- 07(' 00 Type of Project: dew csra,r ooat;a ijUe' 000;on C.fleCa nil met erçr, r ttmr ro-hazein&n (Cr3tr'O1uCr nibsze ene,aw2 our,rj curso bl IN& W-';ea Shall be rnc.cieC hrC.in- soMng'i for reue t C m;n;mnn) (4 50 ry LAUre boo t.1jC.1 ralhve :or;in rav rnsuo w ii pen; Inn ur to £J1IL. fill .'(4CCt "1(2 corintOt 01 mcml, eql;pnler 000/on n1Crl. that ia.' a zornbrono ni.bej,t .11 00010 0inoonin to; ms 2 1101 00I nluern 100: (4 milldxg area ateoted t ThIn lc.mrt. rId' (IC erno to rae: 1/ni 'r;rinrion rooanimao; por arIeal -a 11;i,01r hop .raent ALt9A1O11 f:41MS hf C:UW-tThCL il, nra-:oi 00 no; /rXrIiT4-.b nton lb U 10;lbotrcr aeo:a non,; rn: ni-b-C 2 It,.,. 5. or a'ee. All re-ooptn obal. (I- oo 'air to :r.a b0'nt °'nira, to-, tine; 'h otto'- '-,c apprarat to, riDs: 0005tr.,ct'cn or;e:Ls.l tmro inn: c. 0Cnttp.01o'r, area_________________ 5. 2 Jon - b. cc alfoenc4C W3n11 (4asnrt sn-p a WAS/h NAstEMhiO 10/1-OP rr1. Ml roo'bpO. 1-hO/I Pa prDsMOC t :1.0- Csnil;r5pnlrtbnil pIre tOtnail Table I - Estimated Waste i lore rI;': oOp-ol I, poni oioarre - loin, J:Dsdo'0in 00 Alm Estimate Percentage to be Relispo or ROechOlOd 6 (p P1 D oo'.to& bo5T 1 (1.- honwleop?. is 01-a Coo rr,tre, RECEIVED AUG 10 201.6 CITY OF CARLSBAD BUILDING DIVISION Building Permit Finaled Revision Permit Print Date: 06/24/2020 Job Address: 2665 Cazadero Dr (city of Carlsbad Permit No: PREV2019-0166 PermitType: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed -Finaled Parcel No: 2154600200 Lot#: Applied: 08/22/2019 Valuation: $ 0.00 Occupancy Group: R3 Reference #: DEV2016-0001 Issued: 09/10/2019 Construction Type VB PermitFinal 06/12/2020 Close Out: # Dwelling Units: 1 Bathrooms: 5.50 Inspector: PBurn Bedrooms: 5.00 Orig. Plan Check#: CB162395 Final Plan Check#: Inspection: Project Title: MANANTAN RESIDENCE Description: MANANTAN: TRUSS CALCS Applicant: Owner: Contractor: ALEX MANANTAN COOWNER MANANTAN ALEJANDRO&LUDWIN MALEK CONTRACTING INC 2452 Haas St Escondido, CA 92025-7601 760-271-9464 FEE BUILDING PLAN CHECK REVISION ADMIN FEE MANUAL BUILDING PLAN CHECK FEE 2452 Haas St Escondido, CA 92025-7601 760-271-9464 Total Fees: $ 297.50 Total Payments To Date : $ 297.50 Buildin Division 1353 El Nido Dr Fallbrook, CA 92028-9482 760-535-1089 Balance Due: 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $35.00 $262.50 $0.00 Page 1 of 1 ( City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number C0 )1_,,,,2 3 95" Plan Revision Number f?Bf'Y;:tc, l9 -01 lok Project Address oZtoto '.)-WA z ~..9 f\O OYs_, General Scope of Revision/Deferred Subm_ittal: ___________________ _ CONTACT INFORMATION: Name [,ff!-fl. 'f fV1 /1-t.,Ek:_ Address I !JYJ £/1/,-d,o tf, - Phone . ?&o-~,...!~-/tJ<i'rFax 7lo Si'! Co/"'.fZ/ City ht.ttts &;rJ);: Zip Cf o/'UJz..d' Email Address-------------------------------~ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: D Plans [8J Calculations D Soils D Energy D Other 2. Describe revisions in detail 7/al<:< C,-L , , . L.AZ-I f N 4. Does this revision, in any way, alter the exterior of the project? D Yes 5. Does this revision add ANY new floor area(s)? D Yes D No 6. Does this revision affect any fire related issues? D Yes 7. Is this a complete se,t? D ~ ,.§'.SSignature ~ 0 No 3. List page(s) where each revision is shown 0 No 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov DATE: 9/4/2019 JURISDICTION: City of Carlsbad ✓• EsG1I A SA~lbt11lt Cornpany □ APPLICANT □ JURIS. PLAN CHECK#.: 16-2395.REV(PREV2019-0166) _____ SET: I PROJECT ADDRESS: 2665 Cazadero Dr. PROJECT NAME: Manantan Residence Revised Truss Package D 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 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. D 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. D 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. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: ~e contacted: 9-4-1 q_ (by: lCd Email: tr Mail Telephone Fax In Person ~~EMARKS: Please provide evidence that the engineer-of-record) has revie truss calculation package prepared by others (i.e., a "review" stamp on the t s.~1a,c~ a letter). By: David Yao EsGil Enclosures: 8/26/19 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad 16-2395.REV(PREV2019-0166) 9/4/2019 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad 2395. REV(PREV2019-0166) PREPARED BY: David Yao BUILDING ADDRESS: 2665 Cazadero Dr. BUILDING OCCUPANCY: BUILDING PORTION truss package Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb -. Bid . Permit Fee by Ordinance g Type of Review: D Repetitive Fee -1 Repeats •1 • Based on hourly rate Comments: AREA Valuation (Sq.Ft.) Multiplier By Ordinance ----;-1 Complete Review □ Other [J Hourly EsGil Fee PLAN CHECK#.: 16- DATE: 9/4/2019 Reg. VALUE Mod. D Structural Only 21 Hrs.@* 1----$-1_0_5 __ 0-10 ~---~ ($) 2 (;L,Svl $210.00\ Sheet of ~ CIVIL ENGINEERING ~ Consulting Services EsGil 9320 Chesapeake Drive, Suite 208 San Diego, California September I 0, 2019 Subject: Truss Review Manantan Residence 2665 Cazadero Drive SEP 1 0 2019 EsG il: This letter is to let you know we have reviewed the truss package by Stone Truss job number 180947 dated July 31, 2019. Sho uld you have any questions about this report. please do not hesitate to contact us. Respectfully submitted, Marco A. Limon, RCE -C567 IO -Exp. 6/30/2 1 Civil Engineeri ng Consulting Services P.O. Box 2158 Valley Center, CA 92082 Phone: (760) 271-8261 Fax: (866) 313-8908 Email: marco@engineeringconsulting.us ( 1 D N Building Permit Finaled Revision Permit Print Date: 06/24/2020 Job Address: 2665 Cazadero Dr (city of Carlsbad Permit No: PREV2019-0193 Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisi Status: Closed -Finaled Parcel No: 2154600200 Lot#: Applied: 09/26/2019 Valuation: $ 0.00 Reference #: DEV2016-0001 Issued: 10/10/2019 Occupancy Group: R3 Construction Type VB PermitFinal 06/12/2020 Close Out: # Dwelling Units: 1 Bathrooms: 5.50 Inspector: PBurn Bedrooms: 5.00 Orig. Plan Check#: CB16239S Final Plan Check #: Inspection: Project Title: MANANTAN RESIDENCE Description: MANANTAN: MODIFICATION OF FLOOR PLAN Applicant: Owner: Contractor: ALEX MANANTAN COOWNER MANANTAN ALEJANDRO&LUDWIN MALEK CONTRACTING INC 2452 Haas St Escondido, CA 92025-7601 760-271-9464 FEE BUILDING PLAN CHECK REVISION ADMIN FEE MANUAL BLDG PLAN CHECK FEE 2452 Haas St Escondido, CA 92025-7601 760-271-9464 Total Fees: $ 485.00 Total Payments To Date : $ 485,00 Buildin Division 1353 El Nido Dr Fallbrook, CA 92028-9482 760-535-1089 Balance Due: 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov AMOUNT $35.00 $450.00 $0.00 Page 1 of 1 C Cicyof Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check Number e 8 I"~ 5 9 f Plan Revision Number &062.o 19'-Cl li'.i 3 Project Address __.J""""C'-"l""f~_,,C:""'d~Z..='-"A__._.,,_p_,,E=--f?=..eco___,(J...,..R~------------------~ ~7' fl.ii~ 11~,v-t:.1/7'1,y Ci€- General Scope of Revision/Deferred Submittal: l-DA/ ,ur /,/17/f/LD'D luT ~ A e:..u,st=-4 fF-nov';i: IE,P ~O'T c,,._.4c,p IV'/tlP {f,VC-,v ~96.P ux,;;;i.r,,,., JH,-uT"/.1 ,,,,#IL-,rBli!.dhcn """" A k9'<4 p,,a O-.ll. Ftt8~6s ,,.,...,,,. 1d, CONTACT INFORMATION: Name t#IL1 /11At--6'k Phone 1,D -5:3~-/i:,~e, Fax7t'e>-731 C9.ty Address 13.f,3 £/ IJ'j ~ t),,-· City ERtL8/lrik, Zip 'fu,,2..J Email Address fr? vu -S' Al 7 ~ rt#/~ . .e-ott 3j1f tL:stt'ce:. 'tf' N'(:l . 6n::n Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: D Plans D Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page(s) where each revision is shown LJ t-L ,,,.~,.!> Cl~~- t!-o1'1s-f]C.tlC-l/l)ll C "--•t;.J! rO CCJNt,/6,(j" •i.-:-, ----.Al .,J..o :3 II.Ir,(} /I ~t.,,:,,n,J;r REl?ot/£ J/!,>n!J..()()Hc4},;;,e,;, ~i, W1</.C,,,,,/" C-Ul~e.' '-1)~'1, ftNS,,,.,rif tlv,fU. ,F />E,dL()0/1 rll, !t{JU ADP i .. -u ~.P PMJ,f ,,V ,tee-£.fJ 4PT ,1/b, ~D£ ,fflP A-C~P ,#IP ~Al;J,;,,S <.vos~T ,. Al' UJ ,c T ~ qz, ,i ~ C i:vC-51" tc/ ~"-If#.,,, A~R A _:;At,e, /f/· JILL 8L11"tl/f..~M /flt /JoT,?" ffPPte t>O M ,ifQ ,µ'/ A-,.,p UIP/ .,._/e, ~C "'-'P ,7U-'~ ~,,,-..,,.., t£. 4. Does this revision, in any way, alter the exterior of the project? D Yes ~No 5. Does this revision add ANY new floor area(s)? D Yes Gl-'f'Jo 6. Does this revision affect any fire related issues? D Yes GJ,-No 7. Is this a complete set? [B'Yes D No £$'Signature Md..,--r A "'LI../ Date 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 fill!: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov DATE: 10/08/2019 JURISDICTION: City of Carlsbad ✓• EsG1I A SAFEbuilfCompariy J APPLICANT t JURIS. PLAN CHECK#.: 16-2395 (REV._2) -(PREV2019-0193) ___ SET: I PROJECT ADDRESS: 2665 Cazadero Dr. PROJECT NAME: Manantan Residence Revised Truss Package D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. [SJ 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D 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. D The applicant's copy of the check list has been sent to: [SJ EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted:/ cl\(\ Date contacted: (by.? ) Telephone#: Email: Mail Telephone Fax In Person REMARKS: Please provide evidence that the engineer-of-record) has reviewed the revis~ tr~rlculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). ✓ ())/ *[Scope: Miscellaneous architectural/ structural revisions with updated roof truss plans & calc's. are under this permit]. By: ALI SADRE, S.E. Enclosures: EsGil 9/30 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad 16-2395 (REV._2) · (PREV2019-0193) 10/08/2019 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad (PREV2019-0193) PLAN CHECK#.: 16-2395 (REV._2) - PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 2665 Cazadero Dr. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier truss packaae Air Conditionina Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance I Bldg. Permit Fee by Ordinance ... -1 P-lan_C_h-ec-k -Fe-e b-y-O-,d-in-an-ce--,-,;7 Type of Review: 1" Complete Review r Repetitive Fee ~..;, Repeats ~ • Based on hourly rate Comments: ... ~ r Other r,, Hourly EsGil Fee ~ DATE: 10/08/2019 Reg. VALUE ($) Mod. r Structural Only c===fil Hrs.@• ~ $360.ooJ Sheet 1 of 1 I of I ~ CIVIL ENGINEERING ~ Consulting Services EsGil 9320 Chesapeake Drive, Suite 208 San Diego, California Subject: EsGil: Tmss Review Manantan Residence 2665 Cazadero Drive October 9, 2019 This letter is to let you know we have reviewed the tmss package by Slone Truss job number 180947 dated July 31, 2019. Should you have any questions about this report, please do not hesitate to contact us. Respectfully submitted, Marco A. Limon, RCE-C56710 -Exp. 6i30/21 Civil Engineering Consulting Services RECE\VEO OC1 l O 2019 CITY OF CARLSBAD BUILDING DIVISION P.O. Box 2158 Valley Center, CA 92082 Phone: (760) 271-8261 Fax: (866) 313-8908 · Email: marco@engineeriugconsultiug.u:. about:blank 1 10/10/2019, 10:20 AM STONE TRUSS 507 JONES ROAD OCEANSIDE, CA 92054 760-967-6171 Manantan Residence 2665 Cazadero Dr. Carlsbad, CA. 92009 62-00-00 0-00--00 56-00-00 -~ ~ ~ C01G .01{1 ~ m... ! ,:; 5-00-00 2--0i<Kl - gi ~ ~ ' ci ~ " I "' i I I " 8 8 8 / ::, / (~ / i J - < 7-00-00 DRAG TR' 55 #3060 ! ~ DRAG TR 55 #3060 8 ;!•R[~ I> ~-p,· Ii ~• i ·• 8 N ,!!! ~ ""' 8 DRAG TI USS #3 60 ci 0 11.() ~ t ~ 8 18-0S-OO 62-00-00 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY 0 £ li;' ~ Roof Truss Layout r::r ~ "' NOTICE TO IIUllOING OfffCIAlS. A.RCHITECHTS, AND lNGINl~S. ~ ~ <0' ~"-ol>ao ••-••--•--Ya,~~ '&TlnOJ .... l:l'\.U.&f1l'IM nNIY ::, Stone Truss .... ~ ~ Manantan Residence ~!i!!:":-.. 00 507 Jones RD 0 N f f f '£ ~ 2665 Cazadero Dr. uceanside, CA 92058 w " -..... Carlsbad CA 760-967-6171 790-NT-6171 (0 _, ___ "_ 92009 Stone Truss.com Mii' Milek· Re: 180947 Manantan Residence 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. under my direct supervision based on the parameters provided by Stone Truss, Inc .. Pages or sheets covered by this seal: K6459286 thru K6459302 My license renewal date for the state of California is September 30, 2020. </~ofESS/o~ i.f7 o~ING <e',> ~~ ~ ... ~ -'10 ~ g C70068 \ EXP, 9-30-2020 * Zhao, Xiaoming July 30,2019 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 ANSlfTPI 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 infonnation included is for Mffek'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 ANSI/TPI 1, Chapter 2. ITruss Truss Type \common IOty Ply Mananlan Residence 7 3 I K6459286 I A01 Slone Truss, Inc,, Oceanside, CA• 92054, _____ .LI ---c!-Job Reference o tional 8.240 s Jun 8 2019 Milek Industries, Inc. Mon Jul 29 14:06:46 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-LpN021Xyse0vG!RsaOzgZmJmmvxgh3Hbczzpk4ytB6t 17-9-4 24-5-0 5-5-0 12-2-8 i:1--0-0 1--0-0 6-7-12 6-7-12 5-6-12 5-6-12 6-7-12 1--0--0 Scale = 1 :42.6 I ,., 2 --:g=r ~~ 3x7 I-- Plate Offsets (X Yl-• 10 9:0-4-0 0-3-01 4x6 3.00 112 4 11 ~ ~ 2x4 -----:-.------_____:=:-------..,_,.. -- 9 5x8 8-6-0,_ ________ +--- 8-6-0 15-11--0 7.5-0 12 ----::---------...___ ---13 -6 8 _----!~~ 3x4 3x7 24-5-0 8~ LOADING (psi) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING-2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES Code IBC2015fTPl2014 CSI. TC 0.46 BC 0.60 WB 0.32 Matrix-S DEFL. in (loc) 1/defl u1I um GRIP Vert(LL) -0.16 8-9 >999 240 MT20 220/195 Vert(CT) -0.59 2-9 >491 180 Horz(CT) 0.13 6 n/a nla Weight: 89 lb FT= 20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 OF No.1 &Bir G 2X4 OF No.1 &Bir G 2X4 OF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-3-3 oc pu~ins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=114010-5-8, 6=1140/0-5-8 Max Horz 2=29(LC 8) FORCES. (lb)• Max. Comp./Max. Ten.• All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3166/17, 3-4=-276610, 4-5~2766/0, 5-6=-3166117 BOT CHORD 2-9=0/3015, 8-9=0/2050, 6-8=013015 WEBS 4-8=01778, 5-8=-515/94, 4-9=01778, 3-9=-515194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25fl; 6=4511; L=24ft; eave=4fl; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterlor(2) -1-0-7 to 1-11-9, lnterior(1) 1-11-9 to 12-2-8, Exterior(2) 12-2-8 to 15-2-8, lnterior(1) 15-2-8 to 25-5-7 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. £ wARNING ~ Vf:rify d,•.sign pa,amutf1n •nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rvv. 10/03/2015 BEr-ORE USE. Oeslgn valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an tndlvidual building oomponent, not a truss system. Before use, the building destgner must verify the applicability of des)gn parameters and properly incorporate this design Into the O\lerall buildlng design. Bracing Indicated Is to pre\lent buckling of srldi\liduat truss web and/or chord members only. Addilionat temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPlf Qu•llty Criteria, DSB-89 •nd BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. July 30,2019 NII. MiTek· 250 Klug Circle Corona, CA 92880 ---- Jo Truss russ Type GABLE ty Ply Manantan Residence ----::9287 l 1180947 j A_o1_G ___ _ Stone Truss. Oceanside, Ca 92058 Job Reference ( optional 8,240 s Jan 22 2019 MiTek ,:Lnd7u-st,.,ri~e,-,71n_c_. "Mo~n-J7u71 "'29"'1"'6:--::2"'•'"':•"'o-=2"'01"9,-p"'ag--,e 1 1D:g9JyBF?wPBpZgCxno1VkgtyHJDK-cglOF2LVlviVuNMhfTvzpQCDcZK1GXVErPMdsAyt7L5 ---------l ------~~~~ t15:r,S: I +:gc::g"-+---12-2-8 12-2-8 J~ 11., o C 3.00 [12 4x10 - 3x4 3 --- ------32---------=---8------_ 2 ~----n E -, . ~ . ,. ....... . Scale = 1 :43.6 4x4 - 3x5 31 30 29 3x4 21 20 19 18 3x8 = 28 27 26 25 24 23 22 24-5-0 24 5-0 ----Plate Offsets IX Y\--2:0-5-12 Edg~. [2:0-1-12 0-2-01. [7:0-2-0 0-1-01. 111 :0-2-0 0-1-01, 116:0-1-12 0-2-01 116:0-5-0 Edael, [30:0-1:§..0-1-8] LOADING (psi) SPACING-2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.21 Vert(LL) -0.02 17 nlr 120 MT20 2201195 TCOL 14.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -O.Q7 17 nlr 120 BCLL 0.0 Rep Stress Iner YES WB 0.03 Horz(CT) 0.00 16 nla nla BCOL 10.0 Code IBC2015/TPI2014 Matrix-S Weight: 127 lb FT =20% LUMBER- TOP CHORD BOT CHORD OTHERS 2X4 DF No.1&Btr G 2X4 DF No.1 &Bir G 2X4 DF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-31,16-18. REACTIONS. (lb)- All bearings 24-5-0. Max Horz 2=27(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 2, 27, 29, 21, 19, 16 Max Grav All reactions 250 lb or less at joint(s) 2, 24, 25, 26, 27, 28, 23, 22, 21, 20, 19, 18 except 31=380(LC 21 ), 16=332(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-31 =-276186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCOL=6.0psf; BCOL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-7 to 1-11-9, Exterior(2) 1-11-9 to 12-2-7, Corner(3) 12-2-7 to 14-10-15, Exterior(2) 14-10-15 to 25-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 27, 29, 21, 19, 16. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. LOAD CASE(S) Standard A WARNING -Verify dusign p.,tamotwi •nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml~U73 rev. 10/0312015 BEFORE USE. Oes~n valid for use only with MiTekt> connectors. This design is based only upan parameters shown, and Is for an individual building companent, not a truss system. Before use, the building des'°ner must verify the applicability of design parameters and property Incorporate this design into the overall building destgn. Bracing indM:ated is to prevent buckling of individual truss web and/or chord members only, Additional temporary and permanent bracing is always required for stabKity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracklg of trusses and truss systems, see ANSVTPJ1 Qu•llty Crlterlll, DSB-a9 •nd SCSI Building ComPon•nt Safety lnform•tlon available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314. 250 Klug Circle Corona, CA 92880 ~ ITruss ! Truss Type Common Qty Ply Manantan Residence K64592~ 180947 Stone Truss. Inc .• 1·1-0-0 I 1-0-0 A02 ---------'--Oceanside, CA • 92054. 6-7-12 6-7-12 Job Reference (.o~.,_u,,,·o"n"'a"'I ----~=-~~~=~-8.240 s Jun 8 2019 Milek Industries. Inc. Mon Jul 29 14:06:48 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-HCV9TL YCOFHdWybFhp?8eBP6Gjd89znu3GSvoyyt86r ~1~ I ~~~ (-1~5: I Scale = 1 :42.6 3.00 112 10 ~~ 3x7 8-6-0 8-6-0_ 11 2x4 ..------- 3 ------- 9 5x8 ....... ------12 3x4 15-11-0 7-5-0 2x4 ------5 --- ---~ 13 24-5-0 8-6-0-- "'" 6 7 ... 1T -. 1;;;; ~r-J 0 3x7 Plate Offsets (X,Y)·· [9:_::·0:c-4=·=0"'.0:cc·3"'·0~j=~~--=======---======------ LOADING (psf) TCLL 20.0 SPACING• 2-0-0 Plate Grip DOL 1.25 CSI. TC 0.46 DEFL. in (loc) 1/defl Ud PLATES GRIP Vert(LL) -0.16 8-9 >999 240 MT20 2201195 TCDL 14.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.59 2-9 >491 180 BCLL 0.0 BCDL 10.0 Rep Stress Iner YES Code IBC2015/TPI2014 WB 0.32 Matrix-S Horz(CT) 0.13 6 n/a n/a Weight: 89 lb FT= 20% LUMBER· TOP CHORD BOT CHORD WEBS 2X4 DF No.1 &Bir G 2X4 DF No.1 &Bir G 2X4 DF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 3.3.3 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1140/0-5-8, 6=1140/0-5-8 Max Horz 2=29(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3166/17, 3•4=-2766/0, 4-5=-2766/0, 5·6=-3166/17 BOT CHORD 2-9=0/3015, 8·9=0/2050, 6-8=0/3015 WEBS 4-8=0/778. 5-8=-515/94, 4-9=0/778, 3-9=-515/94 NOTES· 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C·C Exterior(2)-1·0-7 to 1-11-9, lnterior(1) 1-11-9 to 12-2-8, Exterior(2) 12·2·8 to 15-2-8, lnterior(1) 15-2-8 to 25.5.7 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=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. £WARNING ~ Verify design p.,ramotvri •nd READ NOTES OH THIS AND INCLUDED MITEK REFERENCE PAGE M/~7'73 rov. 10iV3/2015 BEFORE USE. Design valkt fo, use only with MITek® connedors. This design is based only upon parameters shovm, 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 thts design Into the overall building design. Bracing Indicated Is to prevent buckling of trldivldual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. Fo, general guidance regarding the fabrication, slorage, delivery, erection and bracing of trusses and truss systems, sea ANSVTPl1 Quality Crlt.rla, DSB~H and SCSI BuUdlng Componant Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sulla 312, Alexandria, VA 22314. July 30,2019 Nii. MiTek· 250 Klug Circle Corona, CA 92880 Job LType B01 Ply Manantan Residence Job Reference lontionall K6459289 J ITruss ~ Stone Truss, Inc., Oceanside, CA -92054, 1 common 8.240 s Jun 8 2019 Milek Industries, Inc. Mon Jul 2914:06:49 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-I03XhhZq9ZPU76ARFXXNBOxJf6_otQe1IwCTLPytB6q 15-11-8 22-0-0 123--0--0 I f-1-0-0 6-0-8 --+-11-0-0 1--0--0 6-0-8 4-11-8 4-11-8 6--0-8 1-0-0 Scale = 1 :38. 7 3.00 112 j 10 :;:::---- 2 --- 2x4 3 __.,.,. 11 --- 4x6 4 -::@::---------12 ---------......__ -- ------------- 2x4 5 -.;:_~--13 , ";i ~1 --0 t, 9 5x6 7 ... ~-JI~ 3x6 3x4 3x6 ,_ ________ _,_7-8-5 7-8-5 14-3-11 22-0-0 -I 6-7-5 7-8-5 Plate Offsets ~9:0-3-0 0-3-4 LOADING (psf) TCLL 20.0 SPACING-2-0-0 Plate Grip DOL 1.25 CSI. TC 0.35 DEFL. in (foe) 1/defl Ud PLATES GRIP Vert(LL) -0.13 8-9 >999 240 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.45 8-9 >578 180 BCLL 0.0 BCDL 10.0 Rep Stress Iner YES Code IBC2015/TPl2014 WB 0.28 Matrix-S Horz(CT) 0.10 6 n/a n/a Weight: 81 lb FT= 20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 OF No.1 &Bir G 2X4 OF No.1 &Btr G 2X4 OF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing direcUy applied or 3-7-10 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1034/0-5-8, 6=1034/0-5-8 Max Horz 2=27(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2810/22, 3-4=-2459/0, 4-5=-2459/0, 5-6=-2810/21 BOT CHORD 2-9=0/2673, 8-9=0/1832, 6-8=0/2673 WEBS 4-8=0/683, 5-8=-451/86, 4-9=0/683, 3-9~451/86 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1 O; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-7 to 1-11-9, lnterior(1) 1-11-9 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, lnterior(1) 14-0-0 to 23-0-7 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. A WARNING-VfJrify d.,5;gn paramotwt 1nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE AW-7473 ni1i1. 10/0312015 HEF-ORE USE. Design valid for use only with Milek® coMectors. This design Is based only upon parameters shown, and Is for an individual bu~dlng component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property inoorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and lo prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrtcalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Qu•lity Crit•rl•, DSB-19 •nd SCSI Bullding Compon•nt Saf•ty lnform•tlon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alekandria, VA 22314. July 30,2019 Nii' MiTek' 250 Klug Clrcle Corona, CA 92880 F ~ Truss Truss Type Qty Ply Manantan Residence K6459290 I Stone Truss. Inc .. ~--0--0 1--0--0 B01G Oceanside, CA. 92054, 11--0--0 1140 _ Job Reference tontional' 8.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 29 14:06:50 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-Dadvu1aSwtXLIGldpE2cjcUWgWRicxkBXax0trytB6p ------~22""--0--0=----123--0--0 I 11--0--0 1--0--0 Scale= 1:40.0 4x4 3.00 [i2 5 3x4 4x10 3x5 -27 2625 24 23 22 21 20 19 18 17 16 3x8 3x4 f -------------22-0--0 22--0--0 ---l -Plate Offsets ~ [2:0-1-12,0-2-0], [2:0-5-12,Edg!!k[5:0-2-0,Q±O),J8:0-2-0,0-0-12), [8:0-2-0,0-0-121 111 :0-2-0 0-1-01, [14:0-1-12 0-2-01L[14:0-5-0,Edgel T GRIP 220/195 LOADING (psi) SPACING-2-0-0 TCll 20.0 Plate Grip DOl 1.25 TCDL 14.0 lumber DOl 1.25 BCll 0.0 Rep Stress Iner YES BCDl 10.0 Code IBC2015/TPl2014 CSI. TC BC WB 0.21 0.09 0.03 Matrix-S DEFL. Vert(ll) Vert(CT) Horz(CT) in -0.02 -0.07 0.00 (lac) 15 15 14 1/defl n/r n/r n/a Ud 120 120 n/a PLATES MT20 Weight: 111 lb FT=20% LUMBER- TOPCHORD BOT CHORD OTHERS 2X4 OF No.1 &Btr G 2X4 OF No.1 &Btr G 2X4 OF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc pur1ins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-27,14-16. REACTIONS. (lb)· All bearings 22-0-0. Max Horz 2=25(lC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 26, 19, 17, 14 Max Grav All reactions 250 lb or less at joint(s) 2, 21, 22, 23, 24, 20, 19, 18, 17, 16 except 27=396(lC 21), 14=333(lC 22) FORCES. (lb)• Max. Comp./Max. Ten.• All forces 250 (lb) or less except when shown. WEBS 3-27=-287 /89 NOTES· 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDl=6.0psf; BCDl=6.0psf; h=25ft; B=45ft; l=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-7 to 1-11-9, Exterior(2) 1-11-9 to 10-11-15, Corner(3) 10-11-15 to 13-8-7, Exterior(2) 13-8-7 to 23-0-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; lumber D0l=1.60 plate grip DOl=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 23. 26, 19, 17, 14. 11) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12• along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. A, WARNING~ V•rify du5ign paramcmrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rov. 10/03/2015 BEr-ORE USE. Design valid for use only with Milek® ooMedors. This design Is based only upan parameters shown, and Is for an indMdual building component, not a truss system. Before use, the building desJgner must verify the applicability of design parameters and proper1y incorporate this design Into the overall building des~n. Bracing indicated is to prevent buckltng of Nldividual truss web and/or chord members only. Additional temporary and permanen1 bracing tS atways required fOf stabRlty and to prevent collapse with possible personal Injury and property damage. FOf general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANStnPl1 Quality Criteria, DSB·H and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. July 30,2019 NII. MiTek' 250 Klug Circle Corona, CA 92880 15 ... J ~ L 80947 Stone Truss, Inc., -1-0-0 -Truss l~russ Type B02G GABLE Oceanside, CA -92054, Qty Ply Manantan Residence 1 1 Job Reference rontional\ ---K645929J 8.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 29 14:06:52 2019 Page 1 1D:g9JyBF?wPBpZgCxno1VkgtyHJDK-9zkfJjbiSUn3_avOwf44o1ZSAK6A4rDT_uQ7yjytB6n 22-0-0 /3-0-0 I 1-0-0 11-0-0 11-0-0 11-0-0 1-0-0 Scale= 1:40.0 4x4 - 3.00 fiT w 11 Jx4 12 3x4 - 4x10 13 4x10 I "'1 2 ~\ Jx5 27 2625 24 23 22 21 20 19 18 17 16 3x8 - Jx4 ---------1 =P=l=at=e=Oc..ff:.:.s~et:.:.s ~(X:::':,Y=1=--=~2=:0~-1~-~12=0~-=2-~0~2=:0~-~5-~1=2C::E:.:.d!i::!;e~j,~[=5:=0=-2;::-0=,0=-=1-=0~j, '=[8=:0=-2==-=0'=0=-0=-1=2~L~8=:0==-=2-=0'=0=-0=-=12~=11=:0==-=2-=0'=0=--1'-='-0 , [14:0-1-12,0-2-0), [14:0-5~ I LOADING TCLL TCDL BCLL BCDL (psf) 20,0 14,0 0,0 • 10,0 SPACING-2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES Code IBC2015fTPl2014 CSI. TC 0.21 BC 0.09 WB 0.03 Matrix-S DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.07 0.00 (loc) 15 15 14 1/defl n/r n/r n/a Ud 120 120 n/a PLATES MT20 Weight: 111 lb GRIP 220/195 FT= 20% LUMBER- TOP CHORD BOT CHORD OTHERS 2X4 DF No.1 &Btr G 2X4 DF No.1 &Btr G 2X4 DF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-27, 14-16. REACTIONS. (lb) - All bearings 22-0-0. Max Horz 2=-25(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 2, 23, 26, 19, 17, 14 Max Grav All reactions 250 lb or less atjoint(s) 2, 21, 22, 23, 24, 20, 19, 18, 17, 16 except 27=396(LC 21), 14=333(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-27=-287 /89 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3)-1-0-7 to 1-11-9, Exterior(2) 1-11-9 lo 10-11-15, Corner(3) 10-11-15 to 13-8-7, Exterior(2) 13-8-7 to 23-0-7 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) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consull qualified building designer as per ANSlfTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 23, 26, 19, 17, 14, 11) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. A WARNING -Vf>rify du~lgn paromcrors and READ NOTES ON THIS AND INCL.UOEO MITEK REFERENCE PAGE Mll-7473 rtiY. 10/03/2015 BEF-ORE USE. Design valk:I for use only with MfTek® oonnectors, This design Is based only upon parameters shown, and is for an indMdual buNding component, not a truss system. Before use, the building designer must verify the applicabllity of design parameters and property incorporate this destgn into the overall building design. Bracing Indicated ls lo prevent buckling of lndi¥"idual truss web ancfJor chord members only. Additional temporary and permanent bracing Is always required for slabHity and to pre¥"ent eoHapse with possible personal injury and property damage. For general guidance regarding the fabricalion, storage, delivery, erecUon and bracing of trusses and truss systems, see ANSI/TPl1 Qu•llty Crl,.rJa, DSB~H and SCSI Bulldlng Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, AJexandria, VA 22314. July 30,2019 Mil. MiTek' 250 Klvg Circle Corona, CA 92880 15 "' J'~ 180947 B03 r russ Type Common K6459292 I rss Stone Truss, Inc., Oceanside, CA -92054, l o 12 Iy j Ply Mananlan Residence ---------'-Job Reference (optional) 8.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 2914:06:53 2019 Page 1 ID:g9JyBF?wPBpZgCxno1 VkgtyHJDK-e912X2cLDovwckUCUMbJLE6?fkLkpEddDY AgUAytB6m ---+------'1S-1_1:L_ 22--0--0 +?:_-3--0--0 -I ~ 1-0-0 6-0-8 6-0-8 4-11-8 6-0-8 1-0-0 10 - 3.00 112 --- Jx6 t-7-8-5 7-8-5 Plate Offsets CX Yl•• 9:0-3-0 0-3-41 LOADING (psi) SPACING• 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 14.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Iner YES BCDL 10.0 Code IBC2015/TPl2014 11 ------~ 9 5x6 4,6 -----~ -----:_----12 --------....... 8 3x4 ....._ 14-3-11 +---6-7-5 CSI. DEFL. in (loc) 1/defl TC 0.35 Vert(LL) -0.13 8-9 >999 BC 0.51 Vert(CT) -0.45 8-9 >578 WB 0.28 Horz(CT) 0.10 6 n/a Matrix-$ -------'---------------~ Scale = 1 :38.7 --.... _ -.._ 13 ...__ -----6 3x6 22--0--0 7-8-5 Lld PLATES GRIP 240 MT20 2201195 180 n/a Weight: 81 lb FT= 20% LUMBER- TOP CHORD BOT CHORD WEBS 2X4 OF No.1 &Bir G 2X4 OF No.1 &Btr G 2X4 OF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 3-7-10 oc pur1ins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=1034/0-5-8, 6=1034/0-5-8 Max Horz 2=-27(LC 9) FORCES. (lb)• Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2810/22. 3-4=-2459/0, 4-5=-2459/0, 5-6=-2810/21 BOT CHORD 2-9=0/2673, 8-9=0/1832, 6-8=0/2673 WEBS 4-8=0/683, 5-8=-451/86, 4-9=0/683, 3-9=-451/86 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-7 to 1-11-9. lnterior(1) 1-11-9 to 11-0-0, Exterior(2) 11-0-0 to 14-0-0, lnlerior(1) 14-0-0 to 23-0-7 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 psi 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. A WARNING. V~rify do.sign pa,amotors and READ NOTES OH THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 nv. 10fD3/201S BEF--ORE VS£. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual buHding component, not a truu system. Before use. the building designer must verify the applicability of design parameters and property lncx>rporate this design Into the overall building design. Bracing indicated ls to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 5s atways requlrad for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectk>n and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB·H and SCSI Bui/ding Component Safety Information avaHable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. July 30,2019 NII. MiTek' 250 Klug Circle Corona, CA 92680 !Job 180947 Truss Type Monopitch Supported Gable Qty Ply Manantan Residence K6459293 ~:s Ocearlsid_e_, _C_A ___ 9_2_0_54_,------"'--Stone Truss, Inc., --------'----,--.,,.,-,-~-"'J"'o"c'b Reference (optional) 8.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 29 14:06:54 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-6MsQkOdz_51nEt3O246YuSfBm7npYICmRCvE0cytB6I f- \__ -1-0--0 1-0--0 -- ---- 3x4 - LOADING (psi) I SPACING-2-0-0 TCDL 14.0 Lumber DOL 1.25 BCLL 0.0 • Rep Stress Iner YES CSI. TC 0.20 BC 0.14 WB 0.00 ::t: ----, 3.00 [12 2x4 II 3 ------1...ltl DEFL. in (loc) 1/defl Vert(LL) 0.00 1 n/r Vert(CT) 0.01 1 n/r Horz(CT) 0.00 4 n/a Ud 120 120 nla 2x4 II PLATES MT20 GRIP 2201195 Scale• 1:10.s TCLL 20.0 ~ Plate Grip DOL 1.25 BCDL 10.0 Code IBC2015fTPl2014 Matrix-P Weight: 15 lb FT= 20% ------------'-------------'----- LUMBER - TOP CHORD BOT CHORD WEBS 2X4 OF No.1 &Btr G 2X4 OF No.1 &Btr G 2X4 OF Std G BRACING- TOPCHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=181/4-5-8, 2=26914-5-8 Max Horz 2=31(LC 11 ) Max Uplift 2=-21 (LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3)-1-0-7 to 1-11-9, Exterior(2) 1-11-9 to 4-3-12 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 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlfTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psi 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 fil between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint{s) 2. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. A, WARNING~ Vorify do!!ign paramcton •nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7'13 n,v. 10/03/2015 BEF-ORE USE. OesJgn valkj f0< use only with MJT ek® COMectors. This design is based only upon parameters shown, and is for an lndivk:lual building oomponent, not a truss system. Before use, the building designer must verify the applicability of design paramet8fs and property incorporate this destgn lnlo the overaH buildlng destgn. Bracing indicaled Is lo prevent buckling of indivktual truss web andfor chord members only, Additional temporary and permanent bracing la always required for slabllily and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, slorage, delivery, erection and breciog of trusses and truss systems, see ANSVTPl1 Qu•llty Criteria, DSB-89 •nd SCSI Building Component S•f•ty lnformatJon ava~able from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. July 30,2019 MIi. MiTek' 250 Klug Circle C-Orono. CA 92880 Job Truss Truss Type Qty Ply Manantan Residence --i K6459295 180947 C01G GABLE 2 Job Reference lontionall Stone Truss, Inc., Oceanside, CA -92054, 8.240 s Jun 8 2019 Milek Industries, Inc. Mon Jul 29 14:06:56 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-2k_A94eDVjHUTBCn9V90ztkX9xUOOfl3vWOK5VytB6j I -1-0-0-+----- 1-0-0 9-2-8 9-2-8 -j 18-5-0 t--19-5-0 9-2-8 1-0-0 Scale= 1:34.0 4x4 - Jx5 22 21 20 19 18 17 16 15 14 JxS - 18-5-0 18-5-0 Plate Offsets CX Yl--[2:0-1-12,0-2-0], 12:0-5-12 Ednel, 14:0-2-0 0-0-41 17:0-2-0 0-0-01. 7:0-2-0 0-0-01, !10:0-2-0,0-0-41, 112:0-1-12 0-2-0LJ12:0-5-0 Edoel LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.03 13 n/r 120 MT20 220/195 TCDL 14.0 LumberDOL 1.25 BC 0.07 Vert(CT) -0.07 13 n/r 120 BCLL 0.0 • Rep Stress Iner YES WB 0.03 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matnx-S Weight: 89 lb FT= 20% --- LUMBER- TOP CHORD BOT CHORD OTHERS 2X4 OF No.1 &Btr G 2X4 OF No.1 &Bir G 2X4 OF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-22,12-14. REACTIONS. (lb)- All bearings 18-5-0. Max Horz 2=21 (LC 8) Max Uplift All uplift 100 lb or less at jolnt(s) 2, 12, 19, 21, 17, 15 Max Grav All reactions 250 lb or less at joint(s) 2, 18, 19, 20, 21, 17, 16, 15, 14 except 12=327(LC 22), 22=338(LC 21) FORCES. (lb)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3)-1-0-7 to 1-11-9, Extenor(2) 1-11-9 to 9-2-7, Corner(3) 9-2-7 to 11-10-15, Exterior(2) 11-10-15 to 19-5-7 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 12, 19, 21, 17, 15. 11) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. A_ WARNING~ Verify dvsign par11metfJrs and READ NOTES ON THIS AND INCLUDED MtrEK REFERENCE PAGE Mll-7413 ~v. 10/03/2015 BE.r-ORE USE. Design valid for use only with MiTek® OOMedors. This design is based only upon parameters shown, and is for an ndividua/ building component, not a truss system. Before use, the building designer must verify tha applicability of design parameters and property Incorporate this design inlo !he overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding !he fabriClltion, storage. dellvery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Crltarla, DSB-H and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. July 30,2019 MIi. MiTek' 250 Klug Circle Corona, CA 92880 - -- Fb l180947 !Truss Truss Type COMMON Qty Ply ~an Residence 37 K6636693 I E Stone Truss, Inc .. Oceanside, CA -92054, ------'------'-~~""J"'o'"cb_._R"'e'-'fe'-'rence (Qptio,~n=al,,_ ________ _ 8.240 s Jul 14 2019 MITek Industries, Inc. Mon Sep 9 11:30:392019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-5H7OhOxCIZRXmwewsVV7H0nBMLEORK2SxpYp4IyfNTE 9-2-8 4-0-12 13-3-4 18-5-0 19-5-0 -t--4-0-12 5-1-12 I 1-0-0 I Scale = 1 :33.0 4x4 ".:: 3.00 ["i2 2x4 10 --------------~..: ----------------------12 8 3x8 -3x7 = I-9-2-8 18-5-0 --, 9-2-8 9-2-8 Piateoffsets (X,Y)-g:Q-~~,_6:o.2-12 Ed -e-- LOADING (psi) SPACING-2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 14.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Iner YES BCDL 10.0 Code IBC2015/TPI2014 CSI. TC 0.24 BC 0.60 WB 0.22 Matrix-S DEFL. in Vert(LL) -0.13 Vert(CT) -0.47 Horz(CT) 0.07 (loc) I/defl ~ r •~m GRIP 2-8 >999 240 MT20 220/195 2-8 >460 180 6 n/a n/a Weight: 68 lb FT= 20% LUMBER- TOP CHORD BOT CHORD WEBS 2X4 OF No.1 &Btr G 2X4 OF No.1 &Bir G 2X4 OF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 3-9-11 oc purlins. Rigid ceiling directly applied or 5-5-6 oc bracing. REACTIONS. (lb/size) 2=876/0-5-8, 6=876/0-5-8 Max Herz 2=-23(LC 41) Max Uplift 2=-391 (LC 35), 6=-391 (LC 42) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2878/1544, 3-4=-1891/637, 4-5=-1891/641, 5-6=-2883/1522 BOT CHORD 2-8=-1473/2691, 6-8~1445/2696 WEBS 4-8=0/545, 5-8=-585/144, 3-8=-585/154 NOTES• 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-1 O; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 6=4511; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2)-1-0-7 to 1-11-9, lnterior(1) 1-11-9 to 9-2-8, Exterior(2) 9-2-8 to 12-2-8, lnterior(1) 12-2-8 to 19-5-7 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 391 lb uplift at joint 6. 7) This truss has been designed for a total drag load of 1390 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-5-0 for 75.5 pit. 8) This truss has been designed for a total drag load of 3060 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-5-0 for 166.2 pit. 9) This tn,ss has been designed for a total drag load of 1750 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 18-5-0 for 95.0 pit. A WARNING -V~rify de:!ign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ..7,13 rev. 10/03/2015 BEFORE USE. Design valid f0< use only with MiTek® connectors. This design is based only upon parameters shown. and is for an ~dMdual building component, not a truss system. Before use, lhe building designer must verify lhe applicability of destgn parameters and proper1y incorporate this design inlo the overall building design. Bracing indk:at&d is to prevent buckling of individu1:1t truss web andfor chord members only. Additional tempora,y and permanent bracing ls always required for stabMity and to prevent cotlapse with possible personal injury and property damage. For general gutdance regarding the fabrlcaOon, storage, delivery, araciion and bracing of trusses e,nd truss systems, sea ANSVTPJ1 Quality Criteria, D58-'9 and SCSI Building Component Safety Information avaWable from Truss Plata Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. September 9,2019 MIi. MiTek· 250 Klug Cl«:le Corona, CA 92880 7 ,:! J ~ rob r t so_9_4_1 ______ ~ _ _,c_o_2 __ Truss Type Common - _______ __Jl'-a7~-----'--P~ly---"<M~a~n~a~nt~a~n~R~e~s~id~e~nce==---:3 K6459296 Job Reference o lional 8.240 s Jun 8 2019 MITek Industries, Inc. Mon Jul 29 14:06:57 2019 Page 1 Stone Truss, Inc., Oceanside, CA -92054, I -;:g I 9-2-8 4-0-12 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-WwYYMQfrG0PL5LnzjCgFV4HhzLi6I3TC8A8udxytB6i 1:}-3-4 18-5-0 4-0-12 5-1-12 j Seate= 1:31.5 j 2 I ~(-:-~ LOADING TCLL TCDL BCLL BCDL (psi) 20.0 14.0 0.0 10.0 3x5 = I 9-2-8 9-2-8 SPACING-2-0-0 CSI. Plate Grip DOL 1.25 TC 0.27 Lumber DOL 1.25 BC 0.61 Rep Stress Iner YES WB 0.22 Code IBC2015/TPl2014 Matrix-S ---'---- 4x4 - 3x8 DEFL. in Vert(LL) -0.13 Vert(CT) -0.49 Horz(CT) 0.07 ------10 ------ (Joe) I/defl 6-7 >999 6-7 >442 6 n/a Ud 240 180 n/a 2x4 - 5 18-5-0 9-2-8 11 -6 .,.,_ ---------' ~ 3x5 - ----j PLATES GRIP MT20 220/195 Weight: 67 lb FT= 20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 DF No.1 &Btr G 2X4 DF No.1 &Btr G 2X4 DF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-1-13 oc pu~ins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=787/0-5-8, 2=879/0-5-8 Max Horz 2=26(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2251/71, 3-4=-1693/0, 4-5=-1694/0, 5-6=-2265/78 BOT CHORD 2-7=-46/2138, 6-7=-49/2162 WEBS 4-7=0/549, 5-7=-609/114, 3-7=-584/108 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2)-1-0-7 to 1-11-9, lnterior(1) 1-11-9 to 9-2-8, Exterior(2) 9-2-8 to 12-2-8, lnterior(1) 12-2-8 to 18-2-4 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 psi 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. ,A_ WARNING• Verify du5ign p.1ramef<ert 1'nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIJ..7413 ,..,._ 10/03/Z0tS BEF-ORE USE. Design vatld for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual bullding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this destgn into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required fOf' stabMity and to prevent collapse with possible personal injury and property damage. FOf' general guidance regarding the fabricaUon, storage, delivery, erection and brack'lg of trusses and truss systems, see ANSVTPJ1 Quality Criteria, 0S8·89 end SCSI Bulldlng CompoMnt Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. July 30,2019 Nii' MiTek' 250 Klug Circle Corona, CA 92880 [~ ITruss D01 ITruss Type Common Qty 10 Ply Manantan Residence 3 K6459297 ------'---.l...---"J"'o"'b_,_R_,,e""fe=rencejQptio,~n7al\,,___~~.,....--,--,---,,cc-,--,-,..,--,=-c="C"" Stone Truss, Inc., Oceanside, CA -92054, 8.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 2914:06:57 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-WwYYMQfrG0PL5LnzjCgFV4Himligl3aC8A8udxytB6i ____ ..,_ ____ ..,9,c-0-0, _____ --+-_ 12-11-8 ---+-18-0-0 1 19-0,-0 I I -1-0--0 5-0-8 1-0-0 5-0-8 3-11-8 3-11-8 5-0-8 1-0-0 Scale: 3/8"=1' 4x4 3.00 112 -11 2x4 -5 ~-~ --- -----------12 ------- 3x5 - LOADING (psf) SPACING-2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 14.0 Lumber DOL 1.25 BC 0.58 BCLL 0.0 Rep Stress Iner YES WB 0.22 BCDL 10.0 Code IBC2015/TPl2014 Matrix-S 8 3x8 DEFL Vert(LL) Vert(CT) Horz(CT) - in (loc) -0.12 6-8 -0.43 2-8 0.07 6 ----6 ________ :::--,.,....::,,._ 7 ~ ~----Ji~ 3x5 18-0-0 9-0::0 1/defl Ud PLATES GRIP >999 240 MT20 220/195 >487 180 n/a n/a Weight: 67 lb FT=20% LUMBER- TOP CHORD BOT CHORD WEBS 2X4 DF No.1&Btr G 2X4 DF No.1 &Btr G 2X4 DF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directiy applied or 4-3-14 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=858/0-5-8, 6=858/0-5-8 Max Horz 2=23(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2178/58, 3-4=-1638/0, 4-5=-1638/0, 5-6=-2178/58 BOT CHORD 2-8=-26/2067, 6-8=-31/2067 WEBS 4-8=0/530, 5-8=-565/106, 3-8=-565/106 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2) -1-0-7 to 1-11-9, lnterior(1) 1-11-9 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, lnterior(1) 12-0-0 to 19-0-7 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. A WARNING ~ Verify do5ign parameWrs •nd READ NOTES OH THIS AND INCLUDED MITEK REFERENCE PAGE Ml~7473 rev. t<WJ/2015 BEFORE USE. Des)gn valid for use only with MIT eke connectors. This design is based only upon parameters shown, and is for an Individual buKcfrng component. not a truu system. Before use, the building des,Oner must 'l&rify the applicability of design parameters and proper1y Incorporate this design fflto the overall buHding design. Bracing indicated is to prevent buckling of Vldivktual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For genera! guidance regarding the fabricaOon. storage, delivery, erection and bracing of trusses and truss systems, see ANSlnPl1 Quality Crlt.rla, 0S8·89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. July 30,2019 NII. MiTek· 250 Klug Circle Corona, CA 92680 Job Truss Qty Ply Manantan Residence K6459298 180947 D01G Stone Truss, Inc., Oceanside, CA -92054, ITruss Type GABLE ___ _,_ ___ '-c-----"'J"'o,,b.,.:,R_~eference (ootionall 8.240 s Jun 8 2019 Milek Industries, Inc. Mon Jul 29 14:06:59 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-SJgJn6h5oef3KfxMqdijbVM2P8WDD03VbUd?hqytB6g ~~: I 119:ti I -1-0-0 9-0-0 1-0-0 9-0-0 Scale = 1 :33.3 4x4 3.00 [12 ----9 ----...___ -~~~: ::. ,_._._,.\. _ . .,.,_._.,,_. ,_._ .... .,,.,..,. _ . .,_..,_ .N 3x5 22 21 20 19 18 17 16 15 14 3x8 = 18-0-0 ----i 18-0-0 Plate Offsets X,Y -2:0-1-12,0-2-0 , 2:0-5-12 Edgill4:0-2-0.Q:_~7:0-=-i-O 0-1-4 7:0-1-0 0-1-4, [10:0-2-0,0-0-8], [12:0-1-12,0-2-0j, [~,Edge LOADING (psi) SPACING-2-0-0 TClL 20.0 Plate Grip DOl 1.25 TCDl 14.0 l umber DOl 1.25 BCLL 0.0 Rep Stress Iner YES BCDl 10.0 Code IBC2015fTPl2014 CSI. TC 0.21 BC 0.06 WB 0.02 Matrix-S DEFL. Vert(ll) Vert(CT) Horz(CT) in -0.02 -0.07 0.00 (loc) 13 13 12 I/defl n/r n/r n/a Ud 120 120 n/a PLATES MT20 Weight: 86 lb GRIP 220/195 FT= 20% LUMBER- TOPCHORD BOT CHORD OTHERS 2X4 OF No.1 &Btr G 2X4 OF No.1&Btr G 2X4 OF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc put1ins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-22,12-14. REACTIONS. (lb)· All bearings 18-0-0. Max Horz 2=21 (LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 19, 21, 17, 15 Max Grav All reactions 250 lb or less atjoint(s) 2, 18, 19, 20, 21, 17, 16, 15, 14 except 12=326(lC 22), 22=313(lC 21) FORCES. (lb). Max. Comp./Max. Ten.• All forces 250 (lb) or less except when shown. NOTES· 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDl =6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1-0-7 to 1-11-9, Exterior(2) 1-11-9 to 8-11-15, Corner(3) 8-11-15 to 11-8-7, Exterior(2) 11-8-7 to 19-0-7 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlfTPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load non concurrent with any other live loads. 8) • 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 12, 19, 21, 17, 15. 11) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. A WARNING · V1>rify dv~ign p.iramett>rr •nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 ffJII. 10/03/2015 BEflJRE USE. Design valid 1o< use only with Milek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall buik:Ung design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always requh d for stabUlty and to prevent collapse with possible personal injury and property damage. For genera( guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP#1 Quality Criteria, DSB·H and SCSI Bulldlng Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Ale,c:andria, VA 22314. July 30,2019 Nii' MiTek' 2SO Klug Circle Corona, CA 92880 !Job 180947 Truss E01 Qty 4 Ply Manantan Residence K6459299 Job Reference (ootionall Stone Truss, Inc., Oceanside, CA -92054, !Truss Type Common 8.240 s Jun 8 2019 M,Tek Industries, Inc. Mon Jul 29 14:07:00 2019 Page 1 1D:g9JyBF?wPBpZgCxno1VkgtyHJDK-wVDh?SikZXnwyoWYOKDy7ju8DYm8yRXfq8MYEGytB6f -+-------------'1~4-::.5--0,::..------I 1f>-5--0 I 7-2-8 -1--0--0 1--0--0 7-2-8 7-2-8 1--0--0 3.00 112 ----------I I ~ c~ , If-----'-------~-~~~-~-------~--::===-=-------- 3x4 - ------f--7-2-8 Plate Offsets X Y -2:0-3-4 Ed e , [3:0-3-0,0-2-8), [4:0-3-4 Ed e 7-2-8 LOADING TCLL TCDL BCLL BCOL (psi) 20.0 14.0 0.0 10.0 SPACING• 2-0-0 Plate Grip OOL 1.25 Lumber OOL 1.25 Rep Stress Iner YES Code IBC2015/TPl2014 CSI. TC 0.52 BC 0.40 WB 0.14 Matrix-$ 4x6 2x4 DEFL. Vert(LL) Vert(CT) Horz(CT) Scale = 1 :26.5 3x4 = 14-5--0 7-2-8 in (loc) 1/defl Ud PLATES GRIP -0.06 4-6 >999 240 MT20 220/195 -0.23 4-6 >722 180 0.04 4 n/a n/a Weight: 45 lb FT=20% LUMBER· TOP CHORD BOT CHORD WEBS 2X4 OF No.1 &Btr G 2X4 OF No.1 &Btr G 2X4 OF Std G BRACING• TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-6-15 oc purtins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=702/0-3-8, 4=702/0-3-8 Max Horz 2=19(LC 8) Max Uplift 2=-2(LC 8), 4=-2(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1453/20, 3-4=-1453/21 BOT CHORD 2-6=0/1350, 4-6=0/1350 WEBS 3-6=0/342 NOTES· 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCOL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2)-1-0-7 to 1-11-9, lnterior(1) 1-11 -9 to 7-2-8, Exterior(2) 7-2-8 to 10-2-8, lnterior(1) 10-2-8 to 15-5-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. A_ WARNING~ Verify CW.sign paramotors •nd READ NOTES ON ffllS AND INCLUDED MITEK REFERENCE PAGE Mll-1"13 rev. 10/03/201$ BEFORE USC. Design valid for use only with MITek® coMectors. This design is based only upon parameters shown, and is for an individual buRdlng component, not a truss system. Before use, the building designer must verify the applicability of deslgn parameters and property Incorporate this desig!'l into the overall building design. Bracing indicated is to prevef'll buckling of Individual lNSS web andlor chord membe<s only. Additional temporary and permanent bracing ls always required for stability and to prevef'lt collapse with possible personal injury and property damage. For general gukfance regarding the fabrication, storage, detlvery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Crlt•rla, DSB-89 and SCSI Bui/ding Component Safety Information avaltable from Truss Plata Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. July 30,2019 MIi. MiTek· 250 Klug Circle Corona. CA 92880 Job Truss 180947 E01G Truss Type GABLE Ply Manantan Residence K6459300 Job Reference lontional\ Stone Truss, Inc., Oceanside, CA • 92054, 8.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 2914:07:01 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-Pin3CniMKFvnZy5Iy2kBgwROvyB6hwPo2o65miyt86e -1-0-0 -t-'740 7-2-8 7-2-8 ---+ 14-5:Q_ 1 15-5-0 I 7-2-8 1-0-0 Scale = 1:27.4 4x4 3x5 14 13 12 11 10 3x8 - 14-5-0 14 5-0 Plate Offsets (X,Y)--2:0-5-12,~2:0-1-12,0-2-0). [5:0-2-0,0-0-4), [5:0-2-0,0-0-41J8:0-1-12,0·2•01, 18:0-5-0 Edge) - LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (IQC) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.02 9 n/r 120 MT20 220/195 TCDL 14.0 Lumber DOL 1.25 BC 0.10 Vert(CT) ·0.06 9 n/r 120 YES WB 0.03 0.00 8 n/a n/a BCLL 0.0 Rep Stress Iner Horz(CT) BCDL 10,0 Code IBC2015/TPl2014 Matrix-S Weight: 66 lb FT= 20 % LUMBER- TOPCHORD BOT CHORD OTHERS 2X4 OF No.1 &Bir G 2X4 OF No.1&Blr G 2X4 OF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 QC purtins, Rigid ceiling directly applied or 6-0-0 QC bracing, Except: 10·0-0 oc bracing: 2-14. REACTIONS, All bearings 14-5-0. {lb)· Max Herz 2=17(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 2, 8, 13, 11 Max Grav All reactions 250 lb or less atjoint(s) 2, 12, 11, 10 except 8=335(LC 22), 14=422(LC 21) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-14=-304/107 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; 6=4511; L=24ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3) -1·0•7 to 1-11-9, Exterior(2) 1-11-9 to 7-2-7, Corner(3) 7-2-7 to 9-10-15, Exterior(2) 9-10-15 to 15-5-7 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) Truss designed for wind loads in the plane of the truss only, For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 QC, 7) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any olher live loads. 8) • 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 2, 8, 13, 11. 11) No notches allowed In overhang and 10000 from left end and 10000 from right end or 12· along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. A WARNING p V~rlfy dvsign paramuNJrs •nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7413 rmv. tDJOJ/2015 BEF-ORE USE, Design valid for use only with MITek® OOM&cto,s. This design is based only upon parameters shown, and Is for en individual buWding component. not a truss system. Before use, the building designer must verify the applicability o1 design parameters and property incorporate !his design Into the overall b~1ding deSfgn. Bracing Indicated is to prevent buckHng of Individual truss web and/or chord members only. Additlonal temporary and permanent bracing ls always raquk"ed for stabltity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Qu•llty Crlterl•, DSB-89 and SCSI Bulldlng Component S1fety lnform•tlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. July 30,2019 MIi. MiTek· 250 Klug Clrcie Corona, CA 92880 Job 160947 Truss F01 l :::::~e ,::ty r ly IManantan Residence K645~ ~=-----'--· ________________ __,_ ____ Lj ----"Job Reference o tional Oceanside, CA • 92054, 6.240 s Jun 8 2019 MiTek Industries, Inc. Mon Jul 29 14:07:02 2019 Page 1 Stone Truss. Inc .• ID:g9JyBF?wPBpZgCxno1 VkgtyHJDK-tuLRP7j_SZ 1 e86gxWIFQC6 _ V0MSnQL2yHSrfl6yt86d 14-5--0 1 !>-5--0 I -1-0--0 1--0--0 7-2-6 1--0--0 ---7-2-6 7-2-6 Scale = 1 :26.5 4x6 3.00 /12 3 1 9 ------i 7 ....___ --10 --------4 r~ -----~[!-0 \. ?--6 . 3x4 2x4 3x4 ____ f-i:~! Plate Offsets (X,Y)-[2:0-3-8,Edge], [3:0-3_-0_,0-2-4). [4:0-3-8,Ednel 14-5--0 _____H-l! LOADING (psf) TCLL 20.0 TCDL 14.0 BCLL 0.0 BCDL 10.0 SPACING-2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner YES L Code IBC2015/TPl2014 CSI. TC 0.50 BC 0.39 WB 0.14 Matrix-$ DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.05 4-6 >999 240 MT20 220/195 Vert(CT) -0.22 4-6 >751 180 Horz(CT) 0.04 4 n/a n/a Weight: 45 lb FT= 20% LUMBER- TOPCHORD BOT CHORD WEBS 2X4 OF No.1 &Bir G 2X4 OF No.1 &Btr G 2X4 OF Std G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=700/0-5-8, 4=700/0-5-8 Max Horz 2=19(LC 8) Max Uplift 2=-4(LC 8), 4=-4(LC 9) FORCES. (lb). Max. Comp./Max. Ten.• All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1415/19, 3-4=-1415/19 BOT CHORD 2-6=0/1313, 4-6=0/1313 WEBS 3-6=0/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2)-1-0-7 to 1-11-9, lnterior(1) 1-11·9 to 7-2-8, Exterior(2) 7-2-8 to 10-2-8, lnterior(1) 10-2-8 to 15-5-7 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. 4. £_ WARNING -V~rify do5igtt paramctors •nd READ NOTES OH THIS AND INCLUOl:D MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BE,.ORE USE. Design vaUd fOf use only with MITek® connectors. This design is based only upon parameters shown, and Is for an lndMdual bu~ding component, not a truss system. Before use, the bulldlng designer must verify the applicability of design parameters and ptoperty incorporate this design Into the overall building design. Bracing indteated is to prevent buckltng of indivktual truss web endlor chord members only. Additional temporary and permanenl bracing Is always requk"ed for stabWity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quallty Criteria, 0S8-H and BCSJ Bultding Compon•nt S•f•ty Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. July 30,2019 Nii. MiTek' 250 Klug Circle Corona, CA 92680 SJ I~ Qty Ply Manantan Residence !Job 180947 ITruss ITruss Type GABLE K6459302 F01G Job Reference o lional _J Stone Truss, Inc., Oceanside, CA -92054, I -1-0-0 1-0-0 ---------=;-=:~'-'! ------ 8.240 s Jun 8 2019 MiTek Industries. Inc. Mon Jul 29 14:07:03 2019 Page 1 ID:g9JyBF?wPBpZgCxno1VkgtyHJDK-L4vpdTkcssAVpGF73TnflLWkOmla9qv5W6bCqbytB6c 14-5-0 I 15-5-0 I 7-2-8 1-0-0 Scale; 1:27.4 4x4 3.00 f,2 6 ---7 4x10 -._.r:, ---3x4 CT -----==---4x10 _ _;~~B~-- 3x5 = 14 13 12 11 14-5-0 14-5-0 Plate Offsets IX Y\-2:0-5-12 Edael. 12:0-1-12 0-2-0], 15:0-2-0 0-0-41. 15:0-2-0 0-0-41. 8:0-1-12 0-2-01, 18:0-5-0 Edgel LOADING (psf) SPACING-2-0-0 csr. TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 TCDL 14.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Iner YES WB 0.03 BCDL 10.0 Code IBC2015rT'Pl2014 Matrix-$ DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.02 -0.06 0.00 (loc) 9 9 8 10 I/defl n/r n/r n/a Ud 120 120 n/a PLATES MT20 Weight: 66 lb 3x8 - -i GRIP 220/195 FT; 20% LUMBER- TOP CHORD BOT CHORD OTHERS 2X4 OF No.1 &Btr G 2X4 OF No.1 &Bir G 2X4 OF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc pur1ins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-14. REACTIONS. All bearings 14-5-0. (lb)· Max Horz 2;-17(LC 9) Max Uplift All uplift 100 lb or less at jolnt(s) 2, 8, 13, 11 Max Grav All reactions 250 lb or less atjoint(s) 2, 12, 11, 10 except 8;335(LC 22), 14;422(LC 21) FORCES. (lb)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-14;-304/107 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult;110mph (3-second gust) Vasd;87mph; TCDL;6.0psf; BCQL;6.0psf; h;25ft; B;45ft; L;24ft; eave;2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Comer(3) -1-0-7 to 1-11-9, Exterior(2) 1-11-9 to 7-2-7, Comer(3) 7-2-7 to 9-10-15, Exterior(2) 9-10-15 to 15-5-7 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlrT'PI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) • 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8, 13, 11. 11) No notches allowed in overhang and 10000 from left end and 10000 from right end or 12" along rake from scarf, whichever is larger. Minimum 1.5x4 tie plates required at 2-0-0 o.c. maximum between the stacking chords. For edge-wise notching, provide at least one tie plate between each notch. A WARNING~ Vorlfy d1nsign paramctvrs •nd READ NOTES OH THIS ANO INCLUDED MtTEK REFERENCE PAGE Mll~7473 rov. 10/03/2015 BEFORE USE. Design valid for use only with MfTek® connectors. This design is based only upon pammeters shown, and is for an indMdual buijding component, not a truss system. Before use, lhe building designer must verify the applicability of design parameters and property incorporate this design Into the overatt building destgn. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stabHity and to preYent collapse with possble personal Injury and property damage. For general gu;ctanca regarding the fabrication, atorage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Qu1Hty Criteria, DSB-19 end SCSI Building Component Safety Information available from Truss Plale Institute, 218 N. l ee Street, Suite 312, Alexandria, VA 22314. July 30,2019 MIi. MiTek' 250 Klug Clrcle Corona, CA 92880 - Symbols PLATE LOCATION AND ORIENT A TION ~ 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-\s" l For 4 x 2 orientation, locate plates 0-~, •• 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 ~ Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING 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: ANSI/TPI 1: National Design Specification for Metal Plate Connected Wood Truss Construction. Design Standard for Bracing. DSB-89: BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. I Numbering System I 0 a:: 0 r (.) Q. 0 I- 8 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS C2-J C6-7 CS-6 BOTTOM CHORDS 7 6 5 0 a:: 0 r (.) Q. 0 I- 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. 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 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 £ 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 SCSI. 2. 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. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 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 the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling 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 performance risks. Consult with project engineer before use. 19. Review all portions 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. _J Ii 2-05--00 co 0 g g IN '"' 2 6 0 ... 6 "' 6 0 N N 6 0 18 >---~ (./) 0 ("') C'" Q) ~ (D -" CX> 0 co .j::,,. --1 62--00-00 6-00--00 56-00--00 CD' ~1 G), ! )f j ,, _ ; 01(1~) )> -ffi I I I It--) -,--II-~-1J7l_ r= f--H-1- C01G • H~ i-p--: -+---- t-!i---ll--11 !I II 1-H l ---1 ~ ~- ~ 1--j_. l1q-I l - ~ ~ I 1 ~,~ 5-00--00 ' 111 -I----• -~ ccl.lo I 3-00--00 CD ~ G) I ~ 07~0 , Q) 0) (D --, (/) (D -· -· ::::, co co --N CJ'1 ;;:, 0 -" co ::::, I (D :-! I (D ::::, '< j ~II ~ jL~-1t-~~Ht · -· ~I · _'. __ J m m~,-=--· 1 ~ ~I 1 If-lit= G) ... 6 "' 6 0 -= ~ ---=-=-H _ _,__ ~~ II ";! ~ 1!JjHI ---.. ,_. ~11~ -Ir-~ CD ~~ ... 6 0 I <-lt;t-n;:uz ~-."i<e 8 0 -6!t~=on1 ~~i~~~ X !I~~ 'S ",,,~ I _ I J ;~ ~ ( j 1 1 i rt : ----t-r 111~-~ I ~ +It fl 1 I ~ 8 1 I . II I ~1 1, 1 11 : t 1J J. 62--00-00 ,i Q) .+cit-:J -. ------"f . I \-o- 7-00-00 -~--~ DRAG TRU S #3060 --i-= l=F -+ IH I ! /' r DRAG TRU S #1390 ~ ==H-- 1 ft I I I I 1-I +· I ,_,. I -1r () 0 --~ 'lb i-p> I-11 --I J ~~i.t 1: 11 1 t ~ ---=-t--½= + -~ DRAG rmuss #1/50. ------+-to I I> It• i = _j_ --~ ~~ -----=44~ ,= I * - ~ I --t 1-· -' -~ --~ L C01G , 18--05-00 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY NOTICE TO BUILOING OFFICIALS, ARCHITECHTS, ANO ENGINEERS: NON-STRUCTURAL ORAWING INTENOEO FOR TRUSS LOCATION INFORMATION ONLY l ... 6 "' g ~ G) Roof Truss Layout Manantan Residence 2665 Cazadero Dr. 50-7. Jones RD Q ,, ,, ,, Stone Truss ~ 1 Oceanside, CA 92058 ~NE TR~ ~ ~ \l Carlsbad CA 92009 C.1T4 760-967-61 71 760-967-6171 H J JOIIIU lld, OC♦...ahle CA •2N8 Stone Truss.com J_