Loading...
HomeMy WebLinkAbout1060 BUENA VISTA WAY; B; CBR2021-0744; PermitPERMIT REPORT Residential Permit Print Dat e: 01/28/2022 Job Address: 1060 BUENA VISTA WAY, # B, CARLSBAD, CA 92008-1490 Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Parcel #: 1551604800 Track#: Valuation: $52,238.25 Lot#: Occupancy Group: #of Dwelling Units: 1 Bedrooms: Bathrooms: Project Title: CORAL TREE PROPERTIES DETACHED ADU Description: LAWYER: NEW DETACHED ADU (355SF) Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check #: Applicant: Property Owner: DEV2021-0011 JEFF LAWYER 207 OCEAN VIEW DR VISTA, CA 92084 (760) 505-7702 LAWYER JEFFERY P AND SARA K 207 OCEAN VIEW DR VISTA, CA 92084 FEE BUILDING PLAN CHECK FEE (BLDG) SB1473 GREEN BUILDING STATE STANDARDS FEE BUILDING PERMIT FEE ($2000+) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SWPPP PLAN REVIEW FEE TIER 1 -MEDIUM SWPPP INSPECTION FEE TIER 1 -Medium BLDG STRONG MOTION-RESIDENTIAL MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL Total Fees: $1,373.58 Total Payments To Date: $1,373.58 (city of Carlsbad Permit No: CBR2021-0744 Status: Closed -Finaled Applied: 03/17/2021 Issued: 05/04/2021 Finaled Close Out: 01/28/2022 Inspector: Final Inspection: Balance Due: TAlva 01/27/2022 AMOUNT $293.50 $3.00 $419.29 $175.00 $55.00 $246.00 $6.79 $52.00 $80.00 $43.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ( City of Carl~1 RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check GEif<2£[2,,J-{JJ4'-{ Est. Value 5 ~:/ :2'z;, x:' PC Deposit Date 3/17/2-J r . Job Address \0\cQ <h)el"C'A. U ($~ UC\.~ Suite: J2 APN: \55-\W-4~-00 CT/Project #: _________________ Lot #: ____ Year Built: ________ _ Fire Sprinklers: QvEsQ NO Air Conditioning:Q YES Q NO Electrical Panel Upgrade: QvEsO NO BRIEF DESCRIPTION OF WORK: "3 5 S &ct . \::\: • 0Q. ~<."'ed t&Addition/New: }Je,c J Living SF, :::~,5,5" Deck SF, ___ Patio SF,. ____ Garage SF __ Is this to create an Accessory Dwelling Unit? ~Y ON New Fireplace? Ov ON, if yes how many? __ D Remodel: _____ SF of affected area Is the area a conversion or change of use ? 0 Y ON 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ OSolar: ___ KW, ___ Modules, Mounted:ORoof OGround, Tilt: 0 YON, RMA: Ov ON, Batterv:Ov ON, Panel Upgrade: Ov ON D Reroof: ----------------------------------□ Plumbing/Mechanical/Electrical 0 Only: Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant be/aw will be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT 'I){ PROPERTY OWNERS AUTHORIZED AGENT APPLICANT 0 Name:-~Ci kw:::\~C Name: ________________ _ Address::::Z,o") 00(A(\\.)\~W c\c . Address: ________________ _ City: \)\~1~ State: C P... Zip:C\10<i<':i City: _________ State: __ .Zip: ___ _ Phone: ]bD-56?-770-Z.. Phone: ________________ _ Email: ~~~':\\CA~ {2_ ~r<'f\i\ , <..DJY'\ Email: ______________ _ DESIGN PROFESSIONAL APPLICANT O CONTRACTOR OF RECORD APPLICANT 0 Name: _______________ _ Name: _________________ _ Address:. _______________ _ Address: ________________ _ City:. _______ State: ___ Zip: ___ _ City: _______ .State: ___ .Zip: _____ _ Phone: _______________ _ Phone: _________________ _ Email: _______________ _ Email: _________________ _ Architect State License: __________ _ State License/class:. _____ Bus. License:. ___ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 08/20 IDENTIFY W HO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: {OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty af perjury that I am licensed under provisions of Chapter 9 (commencing w ith Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I alsa affirm under penalty of perjury one of the fol/awing declarations: 0 I have af\d will maif\taif\ a certificate of CO!\Sef\t to self-if\sure for workers' compeMatiO!\ provided by Sectiof\ 3700 of the Labor Code, for the performaf\ce of the work which this permit is issued. Policy No. ______________________________________ _ 0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: ____________________ _ Policy No. ____________________________ Expiration Date: _______________ _ 0 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 ls unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: _____________________ Lender's Address: ____________________ _ CONTRACTOR PRINT: _________ SIGN: _________ DATE: {OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the fol/awing reason: ?"5d1, 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. ~4, 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 completlo!\, 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). 0 I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: ~Owner Builder acknowledgement and verification formn has been filled out, signed and attached to this application. 0 Owners "Authorized Agent Form" has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner's behalf. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Cade, is available upon request when this application is submitted or at the fallowing Web site: http://www.leglnfo.ca.gov/calaw.html. ~ I n D OWNERPRINT:--S.e.\.\er1 \.e.w4e-( SIGN:~r~ DATE: 05\\D\2.\ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SA VE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIAB/Lfr/ES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and ::::::;~:::·:~~:~~,·==: SIGN: ~ r ~DATE:_D_~__.A .... \_a_~ ... Z._\ __ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 08/20 ( City of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM 8 -61 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the property located at: Site Address \D(d) \?u~oCA\ A%~~ Cu\s'o~c\ c_~ C:\<.OOt) The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form to inform you of the responsibilities and the possible risks associated with typical construction activities issued in your name as the Owner-Builder. The City will not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and it is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform t he property owner of his/her obligations related to the requested permit activities. I. (\()'// understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner• ~r" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowners insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of I mits of my insurance coverage for injuries to workers on my property. II. I understand building permits are not required to be signed by property owners unless they are responsible o t e construction and are not hiring a licensed contractor to assume this responsibility. 111./\0~~I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I ~rotect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his er name instead of my own. IV. --+'-"--' understand contractors are required by law to be licensed and bonded in California and to list their license Wb~rs on permits and contracts. V. ~..-Vi_1 understand if I employ or otherwise engage any persons, other than California licensed contractors, and he total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer'' under state and federal law. 1 REV. 08/20 Owner-Builder Acknowledgement Continued VI. "°YI understand if I am considered an "employer" under state and federal law, I must register with the state ~ederal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these I may subject me to serious financial risk. VII I understand under California Contractors' State License Law, an Owner-Builder who builds single-family ntial structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building contractor. VIII. f\P VI understand as an Owner-Bui lder if I sell the property for which this permit is issued, I may be held liable ~Y financial or personal injuries sustained by any subsequent owner(s) which result from any latent t uction defects in the workmanship or materials. IX. I understand I may obtain more information regarding my obligations as an "employer" from the Internal ue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. X. f\OJ..-i am aware of and consent to an Owner-Builder building permit applied for in my name, and understand ~~m the party legally and financially responsible for proposed construction activity at the following address: XI. ~I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. XII. (\ Vl,.T agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the ~ation I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. I declare under penalty af perjury that I have read and understand all af the infarmatian pravided an this form and that my responses, including my authority to sign this form, Is true and correct. I am aware that I have the option ta cansult with legal caunsel prior to signing this farm, and I have eithe~ (1) consulted with /ego/ counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel. ~e~~-e< j \.~w 1cc- Property Owne Name (PRINT) Date 2 REV. 08/20 PERMIT INSPECTION HISTORY for (CBR2021-0744) Permit Type: BLDG-Residential Application Date: 03/17/2021 Owner: COOWNER LAWYER JEFFERY P AND SARAK Work Class: Second Dwelling Unit Issue Date: 05/04/2021 Subdivision: Status: Closed -Finaled Expiration Date: 05/03/2022 IVR Number: 32160 Address: 1060 BUENA VISTA WAY, # B CARLSBAD, CA 92008-1490 Scheduled Date 11/04/2021 01/27/2022 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Checklist Item COMMENTS BLDG-Building Deficiency October 18, 2021: (virtual Inspection). 1. Exterior metal stucco wire lath: type, size, and nailing schedule, per structural engineer plans and detail specifications-approved. 11/04/2021 BLDG-84 Rough 170099-2021 Passed Tony Alvarado Combo(14,24,34,44) Checklist Item COMMENTS BLDG-14 November 4, 2021: Frame-Steel-Bolting-Welding 1. Detached, ADU MEPS-structural framing, (Decks) electrical, plumbing, and mechanical scope of work per plans-approved. BLDG-24 Rough-Topout November 4, 2021: 1. Detached, ADU MEPS-structural framing, electrical, plumbing, and mechanical scope of work per plans-approved. BLDG-34 Rough Electrical November 4, 2021: 1. Detached, ADU MEPS-structural framing, electrical, plumbing, and mechanical scope of work per plans-approved. BLDG-44 November 4, 2021: Rough-Ducts-Dampers 1. Detached, ADU MEPS-structural framing, electrical, plumbing, and mechanical scope of work per plans-approved. 01/27/2022 BLDG-Final Inspection 175423-2022 Passed Tony Alvarado Checklist Item COMMENTS BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Friday, January 28, 2022 Reinspection Inspection Passed Yes Complete Passed Yes Yes Yes Yes Complete Passed Yes Yes Yes Yes Page 4 of 4 PERMIT INSPECTION HISTORY for (CBR2021-0744) Permit Type: BLDG-Residential Application Date: 03/17/2021 Owner: COOWNER LAWYER JEFFERY P AND SARAK Work Class: Second Dwelling Unit Issue Date: 05/04/2021 Subdivision: Status: Closed -Finaled Expiration Date: 05/03/2022 IVR Number: 32160 Address: 1060 BUENA VISTA WAY, # B CARLSBAD, CA 92008-1490 Scheduled Date 06/23/2021 09/03/2021 10/1 8/2021 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Status 06/23/2021 BLDG-11 160348-2021 Passed Peter Dreibelbis Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS BLDG-Building Deficiency BLDG-12 Steel/Bond 160347-2021 Passed Peter Dreibelbis Beam Checklist Item COMMENTS BLDG-Building Deficiency BLDG-31 160349-2021 Passed Peter Dreibelbis Underground/Conduit - Wiring Checklist Item COMMENTS BLDG-Building Deficiency June 10, 2021 : 1. No building underground plumbing Deficiencies. 2. Underground electrical conduit from existing dwelling point of connection, to new point of connection, located at new main electrical service panel locations-approved. 3. Underground 1" inch domestic plumbing waterline, partial underground plumbing scope of work completed-partial pass. 09/03/2021 BLDG-83 Roof Sheating, 165812-2021 Passed Tony Alvarado Exterior Shear (13, 15) Checklist Item COMMENTS BLDG-13 Shear Panels-HD (ok September 3, 2021: to wrap) 1. Plywood roof sheathing: type, size, and nailing schedule, per structural engineer plans and detail specifications-approved. 2. Exterior Plywood shear wall; type, size, and nailing attachment schedule per structural plans and detail specifications-approved. BLDG-15 Roof September 3, 2021: Sheathing-Reroof 1. Plywood roof sheathing: type, size, and nailing schedule, per structural engineer's plans and detail specifications-approved. 2. Exterior Plywood shear wall; type, size, and nailing attachment schedule per structural plans and detail specifications-approved. 10/18/2021 BLDG-18 Exterior 168736-2021 Passed Tony Alvarado Lath/Drywall Friday, January 28, 2022 Reinspection Inspection Complete Passed No Complete Passed No Complete Passed Yes Complete Passed Yes Yes Complete Page 3 of 4 PERMIT INSPECTION HISTORY for (CBR2021-0744) Permit Type: BLDG-Residential Application Date: 03/17/2021 Owner: COOWNER LAWYER JEFFERY P AND SARAK Work Class: Second Dwelling Unit Issue Date: 05/04/2021 Subdivision: Status: Scheduled Date 06/18/2021 Closed -Finaled Expiration Date: 05/03/2022 IVR Number: 32160 Address: 1060 BUENA VISTA WAY, # B CARLSBAD, CA 92008-1490 Actual Inspection Type Start Date Checklist Item Inspection No. COMMENTS Inspection Status Primary Inspector BLDG-Building Deficiency June 10, 2021: BLDG-31 Underground/Conduit - Wiring Checklist Item 1. No building underground plumbing Deficiencies. 2. Underground electrical conduit from existing dwelling point of connection, to new point of connection, located at new main electrical service panel locations-approved. 3. Underground 1" inch domestic plumbing waterline, partial underground plumbing scope of work completed-partial pass. 159364-2021 Partial Pass Tony Alvarado COMMENTS BLDG-Building Deficiency June 10, 2021: 06/18/2021 BLDG-81 Underground Combo(11, 12,21,31} Checklist Item BLDG-21 Underground-Underiloor Plumbing BLDG-31 1. No building underground plumbing Deficiencies. 2. Underground electrical conduit from existing dwelling point of connection, to new point of connection, located at new main electrical service panel locations-approved. 3. Underground 1" inch domestic plumbing waterline, partial underground plumbing scope of work completed-partial pass. 160062-2021 Passed Tony Alvarado COMMENTS June 18, 2021: 1. No building underground plumbing Deficiencies. 2. Underground 3" sewer waste plumbing lines, under 1 O' fl. high water head pressure water leak test-approved. 3. Underground 1" inch domestic plumbing waterline, underground plumbing scope of work completed-approved. June 18, 2021: Underground-Conduit Wiring 1. No building underground plumbing Deficiencies. 2. Underground electrical conduit from existing dwelling point of connection, to new point of connection, located at new main electrical service panel locations-approved. 3. Underground 1" inch domestic plumbing waterline, partial underground plumbing scope of work completed-partial pass. Reinspection Inspection Passed Yes Reinspection Incomplete Passed Yes Complete Passed Yes Yes Friday, January 28, 2022 Page 2 of 4 Building Permit Inspection History Finaled (City of Carlsbad ' PERMIT INSPECTION HISTORY for (CBR2021-0744) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date 05/18/2021 05/18/2021 BLDG-SW-Pre-Con Checklist Item Application Date: 03/17/2021 Issue Date: 05/04/2021 Expiration Date: 05/03/2022 IVR Number: 32160 Inspection No. Inspection Status 157577-2021 Passed COMMENTS Owner: COOWNER LAWYER JEFFERY P AND SARAK Subdivision: Address: 1060 BUENA VISTA WAY, # B CARLSBAD, CA 92008-1490 Primary Inspector Reinspection Inspection Tony Alvarado Complete Passed BLDG-Building Deficiency May 18, 2021: (phone call/virtual inspection). Yes 06/10/2021 06/10/2021 BLDG-21 Friday, January 28, 2022 Underground/Underflo or Plumbing No building deficiencies. 1. Inform contractor Rep., regarding the following: 2. Temporary toilet facilities require pan under toilet Temporary toilet facilities require pan under toilet I need to be located outside public right-of-way and on owners property. 3. Dirt spoils/stockpiling, requires be covered and protected, dust and runoff containment, with straw waddle or gravel/sandbags. 4. Contain all soil erosion and sediment erosion on property, keep any soil or debris away from storm water inlet, adjacent property owners, and public-right-of-way sidewalk areas (typical). 5. Final as-built plan revisions need to be approved prior to final inspection, for historical purposes and city records management maintaining latest and greatest current plans on file. 6. Security perimeter fencing and gates installed at all times during the construction process till final clearances and sign offs from all agencies/depts. 7. Hours of construction observed., 8. Federal holidays observed and no construction work allowed. 9. Additional preconstruction requirements may follow. 159363-2021 Partial Pass Tony Alvarado Reinspectlon Incomplete Page 1 of 4 STONE TRUSS 507 JONES ROAD OCEANS I DE, CA 92054 760-967-6171 Coral Tree ADU 1060 Buena Vista Way Carlsbad, CA. 92008 co co "t"'"" ' ' r- (9 ~ 0 <( I, ' / I, / ~ I I I ' I I r-I I Ii I ,02(4 N ..._ "t"'"" I'-- I'-- !/1i,P"" ~• O" 2' O" , , ~• O" / / I 23' 1 1 /2" '-~ ~ \ I ~ -<:9 V (9 (V) N .,. 0 F( 0 <( <( 2' O" 2' O" 2' --, I 71( / / ------- LO / / -"t"'"" /\ I\ I \ 23' 1 1 /2" A02 TRUSSES N TO BE 2 PLY TC THE OPENNING THE FAU Re: 210049-ADU Roof Coral Tree Properties ADU 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: K9431514 thru K94315 l 9 My license renewal date for the state of California is June 30, 2022. April 15,202 1 Baxter, David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiclion(s) identified and that the designs comply with ANSl/f Pl 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSl/fPI 1, Chapter 2. Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431514 210049-ADU ROOF A01G GABLE Stone Truss. Inc., Oceanside, CA -92054, -2-0-0 8-3-0 2-0-0 8-3-0 2 1 Job Reference (ootional) 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Apr 1510:09:39 2021 Page 1 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-TNoNGhCEmr7hCDIZu2fX9OxystSFX1iqcXpiiqzQVdA 16-6-0 18-6-0 8-3-0 2-0-0 Scale = 1 :34.4 3x4 = 3x4 ~ 16-6-0 16-6-0 Plate Offsets (X Y)-r2·0-3-8 0-2-01 r12·0-3-8 0-2-01 r22·0-o-4 0-1-01 [33·0-0-4 0-1-01 ' ' ' ' ' ' ' ' LOADING (psi) SPACING-2-0-0 CSL DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 12 n/r 120 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.04 13 n/r 120 BCLL 0.0 . Rep Stress Iner YES WB 0.07 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight: 101 lb FT = 20% LUMBER- TOP CHORD BOT CHORD WEBS 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 purl ins. Rigid ceiling directly applied or 10-0-0 oc bracing. 2X4 OF Std G REACTIONS. All bearings 16-6-0. (lb) -Max Herz 2=78(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 2, 12, 18, 19, 20, 21, 16, 15, 14 Max Grav All reactions 250 lb or less at joint(s) except 2=405(LC 37), 12=405(LC 47), 18=334(LC 41 ), 19=283(LC 40), 20=288(LC 39), 21=336(LC 38), 17=334(LC 43), 16=283(LC 44), 15=288(LC 45), 14=336(LC 46) FORCES. (lb)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-308/68, 7-8=-308/68 WEBS 6-18=-287/58, 5-19=-263/70, 4-20=-266/7 4, 3-21 =-292/63, 8-17=-287 /61, 9-16=-263/70, 10-15=-266/74, 11-14=-292/62 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3)-2-0-13 to 0-11-3, Exterior(2) 0-11-3 to 8-3-0, Corner(3) 8-3-0 to 10-11-13, Exterior(2) 10-11-13 to 18-6-13 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 at joint(s) 2, 12, 18, 19, 20, 21, 16, 15, 14. 11) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 12) No notches allowed in overhang and 20000 from left end and 20000 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. £.WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MlTek® connectors, This design is based only upon parameters shown, and is for an individual building component, not a tn.,ss system. Before use, the buUding designer must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing indicaled is to prevent buck.ling 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 the fabrication, storage, delivery, erection and bracing of trusses and tn.iss systems, see ANSlllP/1 Quellty Criteria, DSB-89 and SCSI Bulfding Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 April 15,2021 250 Klug Circle Corona, CA 92880 lj Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431515 210049-ADU ROOF A02 ROOF SPECIAL 5 2 Job Reference (ootional) Stone Truss, Inc., -2-0-0 Oceanside, CA -92054, 1-10-12 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Apr 1510:09:41 2021 Page 1 I D:NEypPK8Ei23sxUhSd Fbi2UztPn9-Pmw8gN DUI SNPRW1 y?Th ?Ep 11BgxR?tl74rlonjz QVd8 7-7-8 2-0-0 1-10-12 5-8-12 18-3-0I 11-9-11 I 16-6-0 I 18-6-0 I 0-7-8 3-6-11 4-8-5 2-0-0 3x4 = 6.00j12 2x4 11 1-10-12 1-10-12 14 2x4 11 29 Plate Offsets (X Y)--[8·0-2-7 Edge} r12·0-5-0 0-3-81 ' ' ' ' LOADING (psf) SPACING-2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Iner NO BCDL 10.0 Code IBC2015/TPl2014 LUMBER- 5-0-0 7-7-8 5-8-12 5x8 = 3x4 ~ 24 6 2x4 = 30 CSI. TC 0.21 BC 0.84 WB 0.32 Matrix-MS 6x6;:::, 13 3x5 = DEFL. Vert(LL) Vert(CT) Horz(CT) 11-9-11 3-6-11 in -0,13 -0.47 0.41 Scale = 1 :33.8 3x4 .:::::- 3x4 .::::- 400l_g_ 3x4 .::::-- 16-6-0 4-8-5 (loc) 1/defl Ud PLATES GRIP 13 >999 240 MT20 220/195 13 >423 180 8 n/a n/a Weight: 151 lb FT= 20% TOP CHORD 2X4 OF No.1&Btr G BOT CHORD 2X4 OF No.1&Btr G •Except• 5-13: 2X4 OF No.2 G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-0-0 oc pur1ins. Rigid ceiling direcHy applied or 10-0-0 oc bracing. WEBS 2X4 OF Std G •Except" 5-13: 2X4 OF No.2 G REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=83(LC 12) Max Uplift 2=-127(LC 12), 8=-119(LC 13) Max Grav 2=989(LC 1), 8=935(LC 1) FORCES. (lb)• Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1150/97, 3-4=-1186/146. 4-5~1004/59, 5-6=-3568/195, 6-7=-2595/124, 7-8=-3030/184 BOT CHORD 2-14=-78/1006, 13-14~78/1006, 12-13=0/262, 5-12=-1393/156, 11-12=-12/2268, 10-11~103/2818, 8-10=-100/2783 WEBS 6-12=-109/1584, 6-11~14/1094, 7-11~610/218, 4-12=-469/200 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 1-0-0 oc. Bottom chords connected as follows: 2x4 -1 row at 1-0-0 oc. Webs connected as follows: 2x4 • 1 row at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as {F) or (8). unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2)-2-0-12 to 0-11-4, lnterior(1) 0-11-4 to 8-3-0, Exterior(2) 8-3-0 to 11-3-0, lnterior(1) 11-3-0 to 18-6-12 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 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=127, 8=119. 1 0) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. £WARNING· Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml~7473 rev. 5119/2020 BEFORE USE. Design valid for 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 paramelers and property incorporale 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 to prevent collapse with possible personal injury and property damage. For general guidance regarding lhe fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP/1 Quality Criteria, DSB-69 and SCSI Bulldlng Component S•fety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 April 15,2021 Nii. Milek· 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431515 210049-ADU ROOF A02 ROOF SPECIAL 5 2 Job Reference /optional) Stone Truss, Inc., Oceanside, CA -92054, 8.330 s Oct 7 2020 MiTek Industries, Inc. Thu Apr 15 10:09:41 2021 Page 2 ID: NEypPK8El23sxUh SdFbi2UztPn9-Pmw8gNDUI SNPRW1 y?Th ?Ep1 I BgxR?t17 4rl onjzQVd8 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 15 lb up at 6-7-8, and 75 lb down and 15 lb up at 3-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1 .25 Uniform Loads (pit) Vert: 1-6=-70, 6-9=-70, 13-15=-20, 12-18=-20 Concentrated Loads (lb) Vert: 29=-75(F) 30=-75(F) ,A WARNING -Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and 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 end truss systems, see ANSIITPlt Qu11lity Criteria, DSB-89 •nd SCSI Bui/ding Component S•fety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431516 210049-ADU ROOF A02G GABLE 2 1 Job Reference /ootionan Stone Truss, Inc., Oceanside, CA. 92054, 4-1-0 8.330 s Oct 7 2020 Milek lndustnes, Inc. Thu Apr 1510:09:43 2021 Page 1 ID: NEypPK8Ei23sxUh SdFbi2UztPn9-M82u53Flq3d7hq BK7tkT JE6cCUhs TfYQX8nvsbzQVd6 -2-0-0 7-7-8 2-0-0 4-1-0 3-6-8 18-3-01 11-9-11 16-6-0 18-6-0 0-7-8 3-6-11 4-8-5 2-0-0 4-1-0 7-7-8 4-1-0 3-6-8 Plate Offsets (X Y)-[2·0-0-8 0-0-0] [7·0-3-1 0-0-101 [11·0-5-4 0-3-81 ' I ' ' ' ' LOADING (psf) SPACING-2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BC BCLL 0.0 . Rep Stress Iner NO WB 6x8 = 3x4 II 31 5 DEFL. 0.37 Vert(LL) 0.59 Vert(CT) 0.85 Horz(CT) BCDL 10.0 Code IBC2015/TPl2014 Matrix-MS Scale= 1 :33.8 11-9-11 16-6-0 3-6-11 4-8-5 in (foe) 1/defl Ud PLATES GRIP -0.16 12 >999 240 MT20 220/195 -0.55 12 >357 180 0.44 7 n/a n/a Weight: 88 lb FT= 20% LUMBER· TOP CHORD BOT CHORD 2X4 OF No.1 &Bir G 2X4 OF No.1 &Bir G •Except" 4-12: 2X4 OF No.2 G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-2-12 oc pu~ins. Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS OTHERS 2X4 OF Std G 2X4 OF Std G REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=83(LC 12) Max Uplnt 2=·127(LC 12), 7=-1 19(LC 13) Max Grav 2=988(LC 1), 7=936(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. • All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1479/145, 3-4~3740/208, 4-5=-3494/208, 5-6~2590/124, 6-7=-3050/186 BOT CHORD 2-13~110/1279, 4-1 1=0/305, 10-11=-14/2301, 9-10=-105/2836, 7-9=-102/2804 WEBS 3-13=-825/122, 11-13~131/1488, 3-11=-17/2091, 5-11~144/1771, 5-10=-10ll58, 6-10=-626/218 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; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2)-2-0-12 to 0-11-4, lnterior(1) 0-11-4 to 8-3-0, Exterior(2) 8-3-0 to 11-3-0, lnterior(1) 11-3-0 to 18-6-12 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 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 studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • 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. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 1 0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplnt at joint(s) except Ut=lb) 2=127, 7=119. 11) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 15 lb up at 4-2-4, and 75 lb down and 15 lb up at 6-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others . .A, WARNING. Venfy design parame1ers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the appticability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and 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 ANSJITPJ1 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate lnstltute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 April 15,2021 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431516 210049-ADU ROOF A02G GABLE 2 1 Job Reference tootionan Slone Truss, Inc., Oceanside, CA• 92054, 8.330 s Oct 7 2020 Milek lndustnes, Inc. Thu Apr 1510:09:43 2021 Page 2 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-M82u53Flq3d7hqBK7tkT JE6cCUhsTfYQX8nvsbzQVd6 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (pit) Vert 1-5=-70, 5-8=-70, 12-21=-20, 11-24=-20 Concentrated Loads (lb) Vert: 13=-75(F) 36=-75(F) £WARNING. Ve~fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use onty with MiTek® 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ls always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, ereciion and bracing of trusses and truss systems, see ANSlflPl1 Quality Criteria, DSB·89 and SCSI Bui/ding Component Safety lnformatJon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Nii' Milek· 250 Klug Circle Corona, CA 92880 Truss Qty Ply Coral Tree Properties ADU Job Truss Type K9431517 210049-ADU ROOF Stone Truss. Inc .. -2-0-0 2-0-0 A03 Oceanside, CA• 92054, 4-8-5 4-8-5 SCISSORS 8-3-0 3-6-11 2 1 Job Reference lootional\ 8.330 s Oct 7 2020 Milek Industries, Inc. Thu Apr 1510:09:44 2021 Page 1 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-qKcGJPFNbNl_l_mXgbFisSfn3u0GC7cZmoXSO1zQVd5 11.9.11 I 16-6-0 I 18-6-0 I 3-6-11 4-8-5 2-0-0 Scale = 1 :33.8 4x6 II 4-8-5 8-3-0 11-9-11 16-6-0 4-8-5 3-6-11 3-6-11 4-8-5 Plate Offsets (X Y)-[2·0-3-5 0-0 101 [6·0-3·5 0-0-101 [9·0-4-0 0·3·111 ' ' ' I ' LOADING (psi) SPACING· 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.16 9-10 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) ·0.56 9-10 >353 180 BCLL 0.0 ' Rep Stress Iner NO WB 0.80 Horz(CT) 0.44 6 n/a n/a BCDL 10.0 Code IBC2015/TPl2014 Matrix-MS Weight: 68 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• TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=0-3-8, 6=0·3-8 Max Horz 2=83(LC 12) Max Uplift 2=-127(LC 12), 6=·119(LC 13) Max Grav 2=988(LC 1), 6=936(LC 1) FORCES. (lb)-Max. Comp./Max. Ten.• All forces 250 (lb) or less except when shown. TOP CHORD 2·3=-3326/290, 3-4=-2571/120, 4-5=-2573/134, 5-6~3060/188 BOT CHORD 2-10=-266/3081, 9-10~267/3099, 8-9=-107/2841, 6-8=-103/2813 WEBS 4-9=-47/1964, 5-9=-653/214, 3-9~784/221 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-12 to 1-1-10, lnterior(1) 1-1-10 to 8-3-0, Exterior(2) 8-3·0 to 11-3-0, lnterior(1) 11-3-0 to 18-6-12 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 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=127, 6=119. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 15 lb up at 4-2·4, and 75 lb down and 15 lb up at 6-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4•7=-70, 9-11=·20, 9-14=-20 £ WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Design valid for 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennanent 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 ANSJITP/1 Qu•lity Criteria, D58•89 •nd SCSI Building Component Safety Jnformetlon available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MO 20601 April 15,2021 •• Milek· 250 Klug Circle Corona, CA 92880 r+ 0 Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431517 210049-ADU ROOF A03 SCISSORS 2 1 Job Reference <onlional\ Stone Truss, Inc., Oceanside. CA -92054, 8.330 s Oct 7 2020 M!Tek Industries, Inc. Thu Apr 15 10:09:44 2021 Page 2 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-qKcGJPFNbNl_l_mXgbFisSfn3u0GC7cZmoXSO1zQVd5 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 25=-75(F) 26=-75(F) A WARNING -Verify design parameters and READ NOTES ON THIS ANO INCLUDED MtTEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE Design valid for use only with MITek'8> 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 appllcabillty of design parameters and proper1y incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and 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 ANSIITP/1 Quality Criteria, DSB·89 and SCSI Bui/ding Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431518 210049-ADU ROOF A03G GABLE 1 1 Job Reference tontionall Stone Truss, Inc., -2-0-0 Oceanside, CA -92054, 1-10-12 8.330 s Oct 7 2020 Milek Industries, Inc. Thu Apr 1510:09:46 2021 Page 1 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-mjj1 k4Hd7 _0iYHwvo0HAxtk5xhj8g20sD60ZSwzQVd3 8-3-0 2-0-0 1-10-12 6-4-4 12-1-4 I 16-6-0 I 18-6-0 I 3-10-4 4-4-12 2-0-0 1-10-12 8-3-0 1-10-12 6-4-4 Plate Offsets (X Y)-[7·0-0-4 0-0-01 [15·0-1-15 0-1-01 ' ' ' ' LOADING (psf) SPACING-2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 15.0 Lumber DOL 1.25 BC 0.55 BCLL 0,0 . Rep Stress Iner NO W8 0.74 BCDL 10.0 Code IBC2015/TPl2014 Matrix-MS 4x6 = 5 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.12 -0.42 -0.03 (loc) 1/defl 9-10 >999 9-10 >467 2 n/a Scale= 1:33.3 16-6-0 8-3-0 Ud PLATES GRIP 240 MT20 220/195 180 n/a Weight: 80 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 •Except• 5-9: 2X4 OF No.2 G 2X4 OF Std G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-6-11 oc pu~ins. Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS REACTIONS. (size) 7=0-3-8, 2=0-3-8 Max Horz 7=-83(LC 13) Max Uplift 7=-120(LC 13), 2=-127(LC 12) Max Grav 7=938(LC 1), 2=986(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-1048/129, 6-7=-1321/158, 2-3=-1196/61, 3-4=-1159/121, 4-5=-732/87 BOT CHORD 2-10=-14/1005, 9-10=-14/1005, 7-9=-117/1129 WEBS 6-9=-3951131, 9-19=0/513, 5-19=0/513, 4-19=-4051126 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2)-2-0-12 to 0-11-4, lnterior(1) 0-11-4 to 8-3-0, Exterior(2) 8-3-0 to 11-3-0, lnterior(1) 11-3-0 to 18-6-12 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 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 studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • 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. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=120, 2=127. 1 0) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 15 lb up at 7-3-0, and 75 lb down and 15 lb up at 3-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard _A WARNING· Verify dotign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for 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 mus! verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members onty. Additional temporary and permanent bracing is atways required for stabilfty 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 ANSlfl'P/1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 April 15,2021 1111· Milek· 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431518 210049-ADU ROOF A03G GABLE 1 1 Job Reference lontionall Stone Truss. Inc., Oceanside, CA -92054, 8.330 s Oct 7 2020 MITek Industries, Inc. Thu Apr 1510:09:47 2021 Page 2 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-EvHPxQIFuI8Z9RV5MjoPT4GGh53NPVG0Sml7?MzQVd2 LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1.25 Unifonm Loads (pit) ; Vert: 5-8=-70, 1-5=-70, 20-23=-20 Concentrated Loads (lb) Vert: 33=-75(8) 34=-75(8) ,A. WARNING· Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE t.111-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the appUca.bllity of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennanent 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 ANSIITP11 Quality Criteria, DSB .. 89 and BCSI Building Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Nii' Milek· 250 Klug Circle Corona. CA 92880 • Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431 519 210049-ADU ROOF Stone Truss. Inc .. -2--0-0 2-0--0 A04 Oceanside, CA -92054, 4-1--0 4-1--0 Roof Special 7-7-8 3-6-8 1 1 Job Reference lootional\ 8.330 s Oct 7 2020 MITek Industries, Inc. Thu Apr 1510:09:49 2021 Page 1 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-AIP9M6JWQvOGPleUT8qtZVMefvlWI.N1 lw4ED3FzQVd0 I8-3-0I 11-9-11 I 16-6--0 I 18-6--0 I 0-7-8 3-6-11 4-8-5 2-0--0 Scale= 1 :33.8 6.00 [12 6x6 ~ 13 3x4 = 4x6 = 4-1--0 7-7-8 4-1--0 3-6-8 Plate Offsets (X Y)-[2·0-0-8 0-0-0] [7·0-3-1 0-0-101 [11·0-5-4 0-3-8] ' ' ' ' ' ' LOADING (psi) SPACING-2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 15.0 Lumber DOL 1.25 BC BCLL 0.0 . Rep Stress Iner NO WB 6x8 = 3x4 11 29 0.37 0.57 0.85 24 5 x12 = 6x6 .::::, 12 2x4 11 8-3--0 0-7-8 DEFL. Vert(LL) Vert(CT) Horz(CT) BCDL 10.0 Code IBC2015/TPl2014 Matrix-MS LUMBER- 3x4 ~ 2x4 II 4.00[R 11-9-11 16-6-0 3-6-11 4-8-5 in (loc) I/defl Ud PLATES GRIP -0.16 12 >999 240 MT20 220/195 -0.56 12 >356 180 0.45 7 n/a n/a Weight 81 lb FT= 20% TOP CHORD 2X4 OF No.1 &Btr G BOT CHORD 2X4 OF No.1 &Btr G •Except" 4-12: 2X4 OF No.2 G BRACING- TOP CHORD BOT CHORD Structural wood sheathing directly applied or 3-2-11 oc pu~ins. Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Std G REACTIONS. (size) 2=0-3-8, 7=0-3-8 Max Horz 2=83(LC 12) Max Uplift 2=-127(LC 12), 7=-119(LC 13) Max Grav 2=988(LC 1 ), 7=936(LC 1) FORCES. (lb)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1479/145, 3-4=-3741/208, 4-5=-3504/210, 5-6~2599/123, 6-7=-3050/186 BOT CHORD 2-13~110/1279, 4-11 =0/305, 10-11 =-15/2286, 9-10=-105/2836, 7-9=-102/2804 WEBS 3-13=-825/122, 11-13~131/1489, 3-11=-17/2092, 5-11=-146/1850, 5-10=-12/695, 6-10=-617/216 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; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2) -2-0-12 to 0-11-4, lnterior(1) 0-11-4 to 8-3-0, Exterior(2) 8-3-0 to 11-3-0, lnterior(1) 11-3-0 to 18-6-12 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 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) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ut=lb) 2=127, 7=119. 8) This truss has been designed for a moving concentrated load of 250.0lb live located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 75 lb down and 15 lb up at 4-2-4, and 75 lb down and 15 lb up at 6-7-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 1 O) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (Fl or back (B). LOAD CASE(S) Standard £. WARNING -Ve~fy design parameters and READ NOTES ON THIS ANO INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicaled is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pem,anent bracing is atways 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 ANSIITP/1 Quality Criteria, DSB-89 and SCSI Bulfdlng Component Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 April 15,2021 Nii. Milek· 250 Klug Circle Corona, CA 92880 H 0 Job Truss Truss Type Qty Ply Coral Tree Properties ADU K9431519 210049-ADU ROOF A04 Roof Special 1 1 Job Reference lootionall Stone Truss, Inc., Oceanside, CA -92054, 8.330 s Oct 7 2020 M!Tek Industries, Inc. Thu Apr 1510:09:49 2021 Page 2 ID:NEypPK8Ei23sxUhSdFbi2UztPn9-AIP9M6JWQvOGPleUT8qtZVMefvlWIN1 fw4ED3FzQVd0 LOAD CASE(SJ Standard 1) Dead+ Roof Live (balanced): Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (pit) Vert: 1-5=-70, 5-8=-70, 12-14=-20, 11-17=-20 Concentrated Loads (lb) Vert: 13=-75(FJ 29=-75(FJ ,A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119/2020 BEFORE USE. Oesign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, nqt a truss system. Before use, the building designer must verify the appficability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possibte personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/llP/1 Quality Criteria, DSB-89 and SCSI Bui/ding Component Safety lnfonnatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 250 Klug Circle Corona, CA 92860 Symbols PLATE LOCATION AND ORIENTATION ~ Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. o-1~611 For 4 x 2 orientation, locate plates 0-~,a" 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/TPl1: National Design Specification for Metal DSB-89: SCSI: Plate Connected Wood Truss Construction. Design Standard for Bracing. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 l dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 0 a:: 'I' 0 0 -a:: z O Q U I ~ u 0 ~ 1--C7-8 e&.7 C!>-3 ~ BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND 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. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide 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 ANSlff Pl 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlffPI 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. 1 O. 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 ANSlffPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. BUILDING ENERGY ANALYSIS REPORT PROJECT: 1060 Buena Vista ADU 1060 Buena Vista Way Carlsbad, CA 92008 Project Designer: Jeff Lawyer ' Report Prepared by: Igor Pichko o~ ~ Energy Consult LLC ON 411 N. Harbor Blvd. Ste. 205 roo ~ "-tN San Pedro, CA 90731 o-t--(0 l{) ~!:: 0 (424) 247-7658 l{) --r I l{) T"" L2 ~ >-(/) N <( ~ 0 ~; N <( ~ 0::: I-0 "'11:t (/) w cc '111:t' _I ,.._ > ::i ~ 0 Job Number: 0 <( tiJ ~ 0 I z o 0 20210408 N LJ.J ~ I ~ 0 ::::> z N ~ cc ti 0 N Date: o w > m co ~ w 4/9/2021 (.) 0 <( 0 ~...J The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2019 Building Energy Efficiency Standards. This program developed by EnergySoft Software -www.energysoft.com. TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form RMS-1 Residential Measures Summary 3 HVAC System Heating and Cooling Loads Summary 4 ' RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type !ii.I Single Family □ Addition Alone I Date 1060 Buena Vista ADU □ Multi Family □ Existing+ Addition/Alteration 4/9/2021 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I #of ~nits 1060 Buena Vista Way Carlsbad CA Climate Zone 07 355 nla INSULATION Area Construction Type Cavity (ff) Special Features Status Wall Wood Framed R 13 607 New Door Opaque Door -no insulation 20 New Roof Wood Framed Attic R 30 355 New Slab Unheated Slab-on-Grade -no insulation 355 Perim = 77' New Demising Wood Framed R 13 82 New FENESTRATION I Total Area: 651 Glazing Percentage: 18.3% I New/Altered Averaae U-Factor: 0.58 Orientation Area(ff) U-Fac SHGC Overhang Sidefins Exterior Shades Status Left (S) 24.0 0.580 0.67 none none NIA New Rear(l-11 12.0 0.580 0.67 none none NIA New Right (N) 11.3 0.580 0.67 none none NIA New Right (N) 17.8 0.580 0.67 none none NIA New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Electric 3.41 HSPF No Cooling 14.0SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status Heater Ductless I No Fan Ductless nla nla New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Heat Pump 50 2.80 Standard New EnemvPro 8.2 bv EneravSoft User Number: 20658 ID:20210408 Paoe 3of4 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date 1060 Buena Vista ADU 4/9/2021 System Name Floor Area Heater 355 ENGINEERING CHECKS SYSTEM LOAD Number of Svstems 1 COIL COOLING PEAK COIL HTG. PEAK Heatina Svstem CFM Sensible Latent CFM Sensible Output per Svstem 0.000 Total Room Loads 221 4,765 214 146 6,594 Total OutDut /Btuhl 8,000 Return Vented Lighting 0 Output IBtuh/softl 22.5 Return Air Ducts 0 0 Coolina Svstem Return Fan 0 0 Output per Svstem 0 Ventilation 0 0 0 0 0 Total Output (Btuhl 0 Supply Fan 0 0 Total Output (Tons) 0.0 Supply Air Ducts 0 0 Total Outout IBtuh/saftl 0.0 Total Outout lsaft/Tonl 0.0 TOT AL SYSTEM LOAD 4,765 214 6,594 AirSvstem CFM per Svstem 0 HVAC EQUIPMENT SELECTION Airflow lcfml ,0 Electric Heater 0 0 8,000 Airflow (cfm/saftl 0.00 Airflow (cfm/Tonl 0.0 Outside Air 1%1 0.0% Total Adjusted System Output 0 0 8,000 Outside Air (cfm/saftl 0.00 (Adjusted for Peak Design conditions) Note: values above alven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream TemDAratures at Time of Heating Peak) 34 Of 68 Of 110 Of -,1 -n I I I ·n Outside Air i ~~ O cfm Heating Coll 110 °F ' ..,.._ ROOM • 68 Of 68 °F ~ ~ n I I I ~ ~ I I COOLING SYSTEM PSYCHROMETRICS Alrstream Temperatures at Time of Cooling Peak) 83 / 68 °F 75/61 °F 55 / 54 Of ·□ ~ ll I I I n ~ i Outside Air _. .- Ocfm Cooling Coil 55 / 54 Of -46.8% ROOM • 75 / 62 °F 75 / 62 °F . -n l I I n I ---I 1. SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION As an alternative method, the STANDARD METHOD found in ARTICLE 220 of the National Electric Code, may be used GENERAL LIGHTING LOADS Dwelling 3 '.55 sq. ft. x 3 VA= 220-3(a) \Ob:>.') VA Small appliance loads -220-16(a) 1500 VA x '.2.-circuits= ".].Do:.) VA Laundry load -220-16(b) 150_0 VA x ___ ....._ __ circuits = \ '--. l · • 1 VA _ General Lighting Tota1-=.i-6'~-: -7 \ VA 2. COOKING EQUIPMENT LOADS -Nameplate Value 3. Range O VA = Cooktop O VA = Oven (s) __ _.._ ____ VA = ____ VA ____ VA ("'IJt) I ) VA Cooking Equipment Total ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) Dryer I VA = Dryer Total 4. FIXED APPLIANCE LOADS 230-30 (b) (3) Dishwasher = ____ VA '·-1 Y :) VA Disposal= Compactor = Water Heater = Hydromassage Bathtub = Microwave Oven = Built..jn Vacuum = = ____ VA P<•J:J VA ____ VA \L)I...IQ VA ____ VA . ____ VA -1· I ,.J r Fixed Appliance Total , , 1..J ) VA 5. OPTIONAL SUBTOTAL (Add all of the above totals) ,~,,. ,· VA 6. APPLYING DEMAND FACTORS-TABLE 220-30 First 10,000 VA x 100% = 10,000VA Optional Subtotal (from line 5) { Remaining Z1I_ r1-l VAX 40%= . 9 17\0 VA 7. HEATING OR AC LOAD -TABLE 220-30 Larger of the Heating or AC Load = . .. ,X.Y) VA ) - 8. OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = \ Lf'\ \ L) VA 9. MINIMUM SERVICE SIZE = Optional Loads Total = c,s Ampere 240 Volt (Please put total on front of card under Computed Load) \ 0 l/) ~ E ~, $-\ \ ·(\ ~ 7-oo !A-f\/\ Q P~"''nQ_,\ ( S-c c. ~~ \~ c.. V'. eQ). v, c. , , _x e.) 1. SINGLE FAMILY DWELLING ELECTRICAL SERVICE LOAD CALCULATION As an alternative method, the STANDARD MEifHOD found in ARTICLE 220 of the National Electric Code, may be used GENERAL LIGH1lNG LOADS Dwelling c4 l) sq. ft. x 3 VA= 220-3(a) /L.0 VA Small appliance loads -220-16(a) 1500 VA x '2-circuits= ]2C>UO VA Laundryload -220-16(b)1500VAx I circuits= \$00 VA ·S 7_7 o Genera Lighting Total _1 U VA 2. COOKING EQUIPMENT LOADS -Nameplate Value . ~0 VA ____ VA Range ______ VA= Cooktop ______ VA = ',0 VA Oven (s) ______ VA= Cooking Equipment Total __ O=-_ VA 3. ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) Dryer _____ VA= Dryer Total, _ __;::;D::.___ VA 4. FIXED APPLIANCE LOADS 230-30 (b) (3) Dishwasher = Disposal= Compactor= Water Heater = Hydromassage Bathtub = Microwave Oven = Built-in Vacuum = = ____ VA IYl-iO VA ____ VA ____ VA ____ VA \i-..ji--10 VA ____ VA ____ VA 7..°' Fixed Appliance Total v.<cf.J VA 5. OPTIONAL SUBTOTAL (Add all of the above totals) 6. APPL YING DEMAND FACTORS -TABLE 220-30 First 10,000 VA x 100% = Optional Subtotal (from line 5) { Remaining 1S2 \ DO VA x 40%= 7. HEATING OR AC LOAD-TABLE 220-30 Larger of the Heating or AC Load = 8. OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = 9. MINIMUM SERVICE SIZE = Optional Loads Total = 240 Volt 10,000 VA 3 1 2_L{QVA ' 5J.:)OO VA 1$' /2.LIO VA I 5{100 VA 35 Ampere (Please put total on front of card under Computed Load) , I I I I I I I ; STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION ANO SEDIMENT CONlROL BMPs WHEN RAIN IS EMINENT. 2. THE OMR/CONlRACTOR SHALL RESTORE ALL EROSION CONlROL DEVICES TO WORKING ORDER TO THE SATISFACTION or THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL 3. THE OWNER/CONlRACTOR SHALL INSTALL ADDITIONAL EROSION CONlROL MEASURES AS MAY BE REQUIRED BY THE C1TY INSPECTOR DUE TO INCOMPLETE GRADING OPERA llONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END or EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION ANO SEDIMENT CONlROL ANO PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE C1TY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH C1TY STORM WATER QUALITY REGULATIONS. OWNER'S CERTlFTCA TE: I UNDERSTAND ANO ACKNO'M.£0GE THAT I MUST: (1) IMPLEMENT BEST MANAGEl,IENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIWTIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT ANO TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELA TEO POLLUTANTS; ANO (2) ADHERE TO, ANO AT Al.I. TIMES, COMPLY WITH THIS OTY APPROVED TIER 1 CONSTRUCTION SWl'PP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL lliE CONSTRUCTION WORK IS COMPLETE ANO APPROVED BY THE <;!TY OF CARLSBAD. D3' lz.\2\ DATE E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE CB 202./~cn t./ '-/ SW Erosion Control Sediment Control BMPs Tracking Non-Sloon WafN Waste Management and-~ BMPs ConlrolBMPs Management BMPs Polu1lon Control BMPs 'O ,g ~ ~ Ii 'O i .., ., !i " " Ji "' 0 E !i 0 ~ .; .s .s ~ ·E .2->, i !i ~ :I "'] ll "' -~ l s i 8-~ Best Management Practice• 'ti 0.. .. ];; c§! ! w ~ g ~ 0 .s l ., 0 a, il' 3:- (BMP) Description ➔ ii jj VI .5 ,!= ~ ., "' ., "' c8 ·§ 8 'O., I .., is ~ :I C: .2i ., ii ii ., ij., C: C ~ ., ~ " 0 'ii ell 1l~ 0"' "E ~ ~ c5 g ~ i ~-~ g' '5:;:; ~~ !,~ ll~ 8 ~ ii 0:: UI> i 0., I l ~~ -.. .Sl ,g s !l i~ =~ ~:Jl .,,-~~ :§[ 3: "' lr ~"' ] ~-~ g. u.. .E 11 ~ 1! ! g ~g -~; 'O 0 uO ~ ~ ] ~ C: 0 il 0 ~2 H !i § ~gi ~8 v=; l8 oo 0 3: .!3 c5 Iii ti E v>> <ll vict VIC>: 0.. >0 o_ '"V, :I :,:: :I CASQA Designation ➔ ,-. <0 .,, .,, ... "' <D .... <XI 0 "' "' ,-. ., 'T N .,, ... ,,., I c!, I 'T 'T I I I I I I 'T 'T I 'T I I I I I I I u u u lij lij lij lij lij lij lij lij I!: I!: V, V, V, v> i i i i i Construction Activity w w uJ uJ z z z z Grodino/So, Disturbance "" Trenchina/r,cavation >< StockoHino Orillirr iDorino Concrete/Asoholt Sowcultino , Concrete Flotwor1< Povino Conduit/Pit>• Installation Stuccai\lortor Wor1< -Waste Ois=al ..,.,. Staoln" It av Down Area Enuinment Maintenonce ond Fuelinn Hazardous Substance Use/Storooe Oewaterina Site Access Across Dirt other /list\: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the Bl.IP Tobie Is a list of BMP's with it's corres~onding California Stormwoter Quality Association (CASQA) designation number. Choose one or more BMPs )'OU intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and detans of the chosen BMPs and how to apply them to the project. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. Page 1 of 1 PROJECT INFORMATIO~ Site Addres.:\l)bO \)[~"'-', Assessor's Poree! Numb«: '65::l C.,0-~"2,-0 Emergency~ Name: QC:\ ~-¾,\ 24 Hour Phone7lc0:"'9;:>S--7101, Construction Threat to Storm Woter Quality (Check Box) 0 MEDIUM ~LOW <D I i U :::E ., I i ,--.....- ' REV 02/16 @ @ @ @ EXISTING OVERHEAD UTII.JTIBS s I [YSOUNDRY N.0.28'23't 299.,99' X OHP. w '~./_)~'4' P .FT. -~ S . FT. + -"\i <1. I -~ WM-1 X o~o❖-I\',, IX ~~ ~-to~ WM- No·2s'2.3''E r;=-~199.60' .: \--.?:~r ·.:~·.~. x ~ I .• w•. ·. X . ..... :~. ::.•: !"' . Q 171.5 F.F. 1 1054 BUmSJl~-f'A WAY 635 SQ. FT. 0 "' g4, g ,~~ ¼ \· ~-to~ '81 1· •. , , : ·: ~ X 200AMP PANNEL· X 100.39' N0"28'23"E PROPERTY BOUNDRY ~ ~ a, r--I. . ~ . ::,, STING JR. A.D.U . • .• • ,. ll : \; (253 SQ FT) O SQ FT) ... ,. . :_. .;·_,. --:~ -~i ~ 'f. :·;-:; ,-.:.;_. ,.;·-::,~\/;'.. \>~---~-'::?<:.:·.;)j\;\:.~~i)i:~~ . • i=o,•. ·· r•U I!-. •• · ·.,.,,,,··•·T•O ·· . . .......... EXISTING··•·••.,: ••::ll:f · ~ : :~§; . ;}i'..'.~ }~' :~~~~{;.r,;~~~~tl ~:~ }~; -~~~~ ~-~~~~~ ::_.::-,~: ~~ :· .. x Z 1 , ••• 4"SEWER B. ·()~ L...o.,---ft'-'·"'~r:~:~~-11 0,9 4 "f;; ~-t. ~¾ X o"' ~ . -;.;R(J'E BOUNDRY UH 11'"" I OHE >- EXISTI 4 SEWEj i CLEANOU ~ ;;., I ~ ~i "i ' : :. ' • BXISJ}b .. .·.i i .. . ... ; ; -t . .. . . -· • . ., >; • " p. ·Jel >cd· . ~lfffDRIVEWAY-·◄ ••• :.: . • .. ·; . : • .: .. ·.• ··• . :• ·.!i¥~R'1JE .... ~ ·: ..: .···.' ,:. ~o '.~i I ·.· . .-:·~::·~:·< :.-. .. :-2°/o-(iRADE .. : '. < ~,. ··•· .· ·. .~ .. ~ ·.:: ~~: .. ·.>~ . •. >.:: ·~::.<· .. ·'..·< /··.'..-. ·: ~~ ·.; :.-:·::~. ·>~ r "" i+ X 300.00' PROPERTY BO .--....L.-X 1060 6UeA VISTA Y'-iAY L.E:G-E:ND C,ESCP'.IPTION Pf'.OPEP'.TY' LINE C,AAINAGE SANC, SAG 5AAP'.IEP'. TEMPOAAP'.Y SOLIC, Jl'IIASTE G"-1:EN ll'Vo.STE S"!"MSOL TEMPOAAP'.Y C.ONC."-1:TE SPOILS MATEP'.IAL STOAAGE SANITAP'.Y ll'Vo.STE N 05.25 ➔➔➔ §~.:§' I WM-5 I J WM-5 J J WM-8 J WM-1 B X (j) X