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2403 GRANADA WAY; ; CBR2021-3148; Permit
Building Permit Finaled Residential Permit Print Date: 02/13/2024 Job Address: 2403 GRANADA WAY, CARLSBAD, CA 92010-2160 Permit Type: BLDG-Residential Work Class: Parcel#: 1673823700 Track#: Valuation: $0.00 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Description: RICE: RECONFIGURE ROOF -RE-ROOF Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Applicant: Property Owner: DAVID HALTTUNEN 1605 GRAND AVE, # STE 3 SAN MARCOS, CA 92078-2440 (760) 510-9633 FEE WILLIAM RICE JR PO BOX 4590 CARLSBAD, CA 92018-4590 BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) BUILDING PLAN REVIEW -Revisions ROOF STRUCTURE REPAIR/REINFORCEMENT-RESIDENTIAL SB1473 -GREEN BUILDING STATE STANDARDS FEE Alteration Total Fees: $520.50 Total Payments To Date: $520.50 Ccityof Carlsbad Permit No: CBR2021-3148 Status: Closed -Finaled Applied: 10/20/2021 Issued: 05/18/2022 Finaled Close Out: 02/13/2024 Final Inspection: 01/10/2024 INSPECTOR: de Roggenbuke, Dirk Alvarado, Tony Contractor: GEN819 INC 1235 ACTIVITY DR, # SUITE E VISTA, CA 92081-8562 (760) 822-0313 Balance Due: AMOUNT $98.00 $64.50 $357.00 $1.00 $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 expfred. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560f I www.carlsbadca.gov r----------- Ccicyof CarlsDad RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Plan Check _______ _ Est. Value PC Deposit Date Job Address ll4:Q~ ~~ 14(.y Unit:. ___ APN: 1'=11-!Jb·l,,-!Jl-(D CT/Project#: fQ0L, fe>~ 0 Lot#: fl Year Built: 1~Jc, Fire Sprinklers:OE~O Air Conditioning:Q YES~NO Electrical Panel UpgradeQYESQNO BRIEF DESCRIPTION Of WORK: ~G,\/gt; @f ~ gs '&'tt 0 New SF :__,_~+i--=:.....Living SF, ,,.,.,..,--· Deck SF, ___ Patio SF, Ga rage SF ,.,..,,-- Is this to create an Accessory Dwelling Unit?QY~N New Fireplace? Q~ow many? __ D Remodel: N/4::: SF of affected area Is the area a conversion or change of use? OvJ?<N D Pool/Spa: ~ SF Additional Gas or ElectricalFeatures?_---+--r-+-~-------., 0Solar: ___ KW, ___ Modules, MountedOoofOround, TiltO vO N, RMA:QYQN, Battery:Qv 0,J, Panel Upgrade: Ot CN Reroof:_+..;s.....,.......,..i....-1,:11:;.,..Ji,'f-=:i.....,:.--1,'--,1"--~--"--..:......a,_....;,;,-:..Ji..;.;:;.~.,__~-...&..1-==;;..,M.--;..,a..::..1....-.,,_ D Plumbing/Mechanical/Electrical 0 Only: Other: 2010 1635 Faraday Ave Carlsbad, CA 92008 REV. 07/21 f THIS PAGE REQUIRED AT PERMIT ISSUANCE tl(b PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full forceandeffect. lalsoaffirm under penalty of perjury one of the following declarations (CHOOSE ONE}: IC)(, have and will maintain a certificate of consent to c:;.lf-· ...... , ... -.-,,-,;,--,-700 of the Labor Code, for the performance of the ~rk which this permit is issued. PolicyNo._-¥-'L---L'>--'-"'------'.....,_""'-'""--'c;:a_!,,,l__.3,e'. __ _._ __ 6 ~---------------- -OR- r11 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. ~V workers' compensation insurance carrier and policy number are: lnsuranceCompany Name:--------------------~ Policy No. __________________________ Expiration Date: ______________ _ -OR- Ocertificate 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 $100,000.00, ln additlon 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'sAddress: ___________________ _ CONTRACTOR CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. -tffi.lY'.~ (PRINT>= /J.av:1uJ kt.te c(( s1GNAruRE:____,1--,L,/..,,a/--------,l...,...,. r-1 f-22.. ""fflti;: ·11 the person signing above Is an authorized agent for th~ t'6nti-actor provide a le -OR - {OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: Q 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). -OR-O 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). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, 0 FORM B-61 uowner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. 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 70440 f the Business and Professions Code, is available upon request when this application is submitted orat the following Web site: http:llwww./eginfo.ca.gov/ca/aw.html. OWNER CERTIFICATION: lcertifythatlhave read the application and state that the above informationiscorrectandthat the information on the plans isaccurate. lagreetocomply with all City ordinances and State laws relating to building construction. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above Is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email; Building@carlsbadca.gov 2 REV. 07/21 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2021-3148) Permit Type: BLDG-Residential Application Date: 10/20/2021 Owner: WILLIAM RICE JR Work Class: Alteration Issue Date: 05/18/2022 Subdivision: CARLSBAD TCT#76-02 Status: Closed -Finaled Expiration Date: 06/12/2023 Address: 2403 GRANADA WAY IVR Number: 36571 CARLSBAD, CA 92010-2160 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 09/20/2022 09/20/2022 BLOG-SW-Pre-Con 192164-2022 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Informed contractor representative, of all Yes City Of Carlsbad, preconstruction meeting guidelines and requirements-approved. 09/23/2022 09/23/2022 BLDG-14 192620-2022 Passed Tony Alvarado Complete Frame/SteellBolting/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency 1. Altering Existing residential flat roof Yes system. 2_ existing flat roof system, modified with new engineered sloped, truss roof system, new roof framing -approved. 3. Plywood roof sheathing nailing schedule-approved. BLDG-15 Roof/ReRoof 192647-2022 Passed Tony Alvarado Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency 1. Altering Existing residential flat roof No system. 2. existing flat roof system, modified with new engineered sloped, truss roof system, new roof framing -approved. 3. Plywood roof sheathing nailing schedule-approved. 10/19/2022 10/19/2022 BLDG-15 Roof/ReRoof 194478-2022 Passed Dirk de Roggenbuke complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof sheathing and nailing ok Yes 11/07/2022 11/07/2022 BLDG-83 Roof Sheatlng, 196162-2022 Passed Tony Alvarado Complete Exterior Shear (13,15) Checklist Item COMMENTS Passed BLDG-15 Roof November 7, 2022: final roofing metal roof Yes Sheathing-Reroof system installation-(only), scope ofreroof work approved (only). 11/08/2022 11/08/2022 BLDG-18 Exterior 196145-2022 Cancelled Tony Alvarado Reinspection Incomplete Lath/Drywall Tuesday, February 13, 2024 Page 1 of 3 Permit Type: Work Class: Status: Scheduled Date 12/14/2022 01/10/2024 PERMIT INSPECTION HISTORY for (CBR2021-3148) BLOG-Residential Application Date: 10/20/2021 Owner: WILLIAM RICE JR Alteration Issue Date: 05/18/2022 Subdivision: CARLSBAD TCT#76-02 Closed -Finaled Expiration Date: 06/12/2023 Address: 2403 GRANADA WAY IVR Number: 36571 CARLSBAD, CA 92010-2160 Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Start Date Status Checklist Item COMMENTS BLDG-Building Deficiency Exterior stucco wire lath, scope of work, not ready. 12/14/2022 BLDG-18 Exterior Lath/Drywall Checklist Item 198913-2022 COMMENTS Passed Tony Alvarado BLDG-Building Deficiency December 14, 2022: 01/10/2024 BLDG-Final Inspection Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-SW-Inspection 1. Reconfigure, gable roof, diaphragm system and create new pitched gable roof system alteration. 2. New stucco wire lath paper and metal flashing-patchwork where required, scope of work-approved. 236324-2024 COMMENTS Passed . January 10, 2024: Tony Alvarado 1. Previously approved this roof framing structural diaphragm system per structural engineer, plans and detailed specifications-approved on December 16, 2022. 2. approved today on January 10, 2024, verified scope of work per plan in field - approved. 3. Verified SWPPPS and Construction BMPS-approved. 236325-2024 Passed Tony Alvarado Passed No Passed Yes Passed Yes Yes Yes Yes Complete Complete Complete Tuesday, February 13, 2024 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBR2021-3148) Permit Type: Work Class: Status: Scheduled Date B LDG-Residentia I Application Date: 10/20/2021 Alteration Issue Date: Closed -Finaled Expiration Date: IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item Are inactives slopes properly stabilized? Are sediment controls properly maintained? Are natural areas protected from erosion? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? COMMENTS 05/18/2022 06/12/2023 36571 Inspection Status Tuesday, February 13, 2024 Owner: WILLIAM RICE JR Subdivision: CARLSBAD TCT#76-02 Address: 2403 GRANADA WAY CARLSBAD, CA 92010-2160 Primary Inspector Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 3 of 3 ~ I • , STONE TRUSS 507 JONES ROAD CITY OCEANSIDE, CA 92054 760-967-6171 Rice Residence 2403 Grenada Way Carlsbad, CA. 9201 0 8/12/2021 CBR2021-3148 2403 GRANADA WAY RICE: RECONFIGURE ROOF -RE-ROOF 1673823700 10/20/2021 CBR2021-3148 . ' --•1· Milek•· Re: 210685-210685 Rice 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: KlOl 12816 thru K10112817 My license renewal date for the state of California is September 30, 2022. August 12,2021 Zhao, Xiaoming IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 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 end properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. . ' Job Truss Truss Type Qty Ply Rice Restdence K10112816 210685-210685 A01 Hip Girder 1 2 Job Reference lootlonal\ Stone Truss, Jnc., Oceanside, CA -92054, 8.510 s Jun 16 2021 Mffek lndustnes, Inc. Thu Aug 12 14:04:20 2021 Page 1 1D:2vgeVKEKXSUPNq 71JF4weSyocN 1-xvlv,yL_IQ U Ugp YFs LN6x9Fw09wJ o E?e 7 4tsyHyoZr9 9-6-4 19-10-6 -2-0-0 4-0-0 25-3-D 29-3-0 2-0-0 4-0-0 4-0-e I 91:_;_1~ I I ~~:;~ I 1~:;~;~2 I ~~:,~ I ~~~ I 1;.7~~2° I 1t!",1J I I 211;28 I 4-0-8 4-0-0 0-3-10 0-3-10 Scale • 1 :56.3 4x8 11 3,4-;:;. 43 5 44 3x4 '° 4.50[12 3x:4 ~ 5:x14 Y 5x14 ~ 55 13 56 3x5 = 3x8 = l:<S = 4-0-0 9-4-10 19-10-6 25-3-D 29--3-0 4-0-0 5-4-10 5-2-14 5-2-14 5-4-10 4--0--0 Plate Offsets (X Y}-[3·0-2-1 0-2-4] ra·0-2-1 0-2-4] [14 0-4-0 0-3-0J ' ' ' ' ' ' LOADING (psf) SPACING-2-0-0 CSI. DEFL. in (lac} 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -007 14-15 >999 240 MT20 2201195 TCDL 14.0 LumberDOL 1.25 BC 0.37 Vert(CT) -0.28 14-15 >999 180 BCLL 0.0 • Rep Stress Iner NO WB 0.33 Horz(CT) 0.09 9 nla nla BCDL 10.0 Code IBC2018/TPl2014 Matrlx-MS Weight 391 lb FT: 20% LUMBER• TOP CHORD BOT CHORD WEBS 2X4 DF No.1 &Bir G 2X4 OF No.1 &Bir G BRACING- TOP CHORD BOT CHORD JOINTS Structural wood sheathing direclly applied or4-6-11 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. 2X4 OF Sid G •Except" 3-5,5-8: 2X4 DF No.1&Btr G REACTIONS. {size} 2=0-3-8, 9=0-3-8 Max Horz 2=-101 (LC 9) Max Uplift 2=-286(LC 4 ). 9=-286{LC 5) Max Grav 2=1771 (LC 1 ). 9=1771 (LC 1) FORCES. (lb)-Max. Comp./Max. Ten. -All forces 250 (lb} or less except when shown. TOP CHORD 2-3:-4324/553, 3-5:-2856/331, 3-4'-•7571120, 4-6=-7571120, 6-7=-774/127, 7-8=-774/127, 5-8=-28561344, 8-9=-43091562 BOT CHORD 2-15=-57014064, 14-15=-598/4048, 13-14=-224/1739, 12-13=-224/1739, 11-12=-50214041, 9-11=-47714051 WEBS 3-14=-841/264, 6-14=-12911572, 6-13=01333. 6-12=-9311624, 8-12=-7831274. 5-6=0/1215 NOTES- 1) 2-ply truss to be connected logetherwlth 10d (0 131"x3") nails as follows: Top chords connecte<l as follows: 2x4 -1 row al 1-0-0 oc. Bottom chords oonnected as fuUows: 2x4 -1 row al 1-0--0 oc_ 1 Brace at Jt(s ): 4, 6, 7 Webs connected as follows: 2x4 -1 row at 1-0-0 oc, Except member 15-3 2x4 -1 row at 0-10-0 oc, member 11-8 2x4 -1 row al 0-10-00<;. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) lace In the LOAD CASE($) section Ply ID ply connections have been provided to distribute only loads noted as (F} or (B), unless otherwise indicated. 3) Unbalanced root live loads have been oonsidered for this design. 4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25fl; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psr 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 flt 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 atjoinl(s) except (jt=lb) 2=286, 9=286. 11) This truss Is designed in accordance with the 2018 lnlemational Building Code section 2306.1 and referenced standard ANSIITPI 1 . .A, W-.RNING -~e,t, design poromelOro MO Rl'.AD NOTeS ON [HIS AND INCLUDED MIT~K RcHRcNC~ PAGc Mll-747~ ,ev. 5!11112020 BEFORE USt. Oes~n valid for u&a onl:r' wiu, Mifek® connectors. Thia design is based only upon parameters shown, and is for an individual buldlng oomponenl, not a truss 11,-slem. 8■fore bMt, Ille building de&gnBf must "Verify Iha applicability or design param•t-srs and proper1y incorporate this deaign into the ov■rilll bullding deiign. Boaclng indicaitet:J is to prevent buclding of individual trus5 web and/or chord member$ only. Additional temporary and permanent bracing is always raquired for stabi~ily and to pfft"fl11t ooUapse with pDAible perwnal iijury and property damagi,. For QBm11ra.l guidance regarding 1he fabrica6on, storsg,e, dlllivery. erection and bracing of trusso& and true syst-ems, soe ANSIITPlf Qu,,ny C,iteti•. OSB-fi-and SCSI Sui/ding Component Safety lnla,marion ovailablo from T ruso Plalo lnotituto, 2670 Crain Highway, Sui lo 203 Waldorf, MD 20601 August 12,2021 250 Klug Cir.,.. Corona, CA Q2880 Job Truss Truss Type Oly Ply Rice Residence K10112816 210685-210685 A01 Hip Girder 1 2 Job Reference (ootional) Slone Truss, Inc., Oceans,de, CA -92054, 8.510 s Jun 18 2021 Mffek lr'>dustt,es, Inc. Thu Aug 12 14:04:20 2021 Page 2 ID:2vgeVKEKXSUPNq71JF4weSyocN 1-xvlvxyL_IOUUgp YF sLN6x9 Fw09wloE ?e 7 41s yHyoZr9 NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 123 lb up al 4-0-0, 70 lb down end 48 lb up at 6-0-12, 70 lb down and 48 lb up at 8-0-12, 70 lb down and 48 lb up at 10-0-12, 70 lb down and 48 lb up at 12-0-12, 70 lb down and 45 lb up at 14-0-12, 70 lb down and 45 (b up at 15-2-4, 70 lb down and 48 lb up at 17-2-4, 70 lb down and 48 lb up at 19-2-4, 70 lb down and 48 lb up at 21-2-4, and 70 lb down and 48 lb up at 23-2-4, and 185 lb down and 123 lb up at 25-2-4 on top chord, and 26 lb down at 2-0-12, 27 lb down at 4-0-12, 27 lb down at 6-0-12, 27 lb down al 8-0-12, 27 lb down at 10-0-12, 27 lb down at 12-0-12, 27 lb down at 14-0-12, 27 lb down at 15-2-4, 27 lb down at 17-2-4, 27 lb down at 19-2-4, 27 lb down at 21-2-4, 27 lb down at 23-2-4, and 27 lb down al 25-2--4, and 26 lb down at 27-2-4 on bottom chord. The design/selection of such connection devlce(s) Is the responslblll!y of others. 14) Studding applied to ply: 1(Front) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.25, Plate lncrease=1 .25 Uniform Loads (pit) Vert: 1-3=-68, 3-5=-68, 5--8=-68, 8-10=-68, 32-35=-20 Concentrated Loads (lb) Vert: 15=•19(F) 11=•19(F) 38=•77(F) 39=-30(F) 40=-30(F) 41=-30(F) 42=-30(F) 43=-30(F) 44=-30(F) 45=-30(F) 46=-30(F) 47=-30(F) 46cc-30(F) 4gc,,.77(F) 50=-4(F) 51=-19(F) 52=-19(F) 53=-19(F) 54=-19(F) 55=-19(F) 56=-19(F) 57=-19(F) 58=-19(F) 59=-19(F) 60=-19(F) 61=-4(F) .&, WARNING -Verit; d6S<9r1 parametet&.e>1<J RI-AllNOl bS ON ltllS A.Nil jNCl UiJH> M-111--t< lif-f-f-l·H-NCr--PAG~ MH-7413 r-ev. 5119/.?0?0 St--1-,'.Qm-USI-- Deslgn valid for use only witl"I MITek® connectors. This des19n 1:a based only upon parameters shown, and is for on +ndividual buidlng oomponenl, not a trua system. Bmfon,, u1&, th& building CMISlgnar muat verify the applicability of design paramelera iiind propltfly intorpor11te 1hi1 dfi.lQn Into lhe overall building ,.:,e&-Jgn. Bracing indk:ated is tQ prevent buckling of 1ndWKh.1al truss web andtor chord members only. Additional temporary anti ,permanont bracirig is always mquRd fer stability and to prevent oollapSB wi1h possibll:t pt:trwnal Injury and property damage, For genarat guidanc1J regarding ht ret,,;cotion, slOrege, <leive,y, ereot,on end oreo,ng of t,vooeo and truss systems, soe ANSVTP/1 Quolily c,n.;., DSS-H and BCSI Sul/ding c_,,.,,t Safwy Information ava~able rrom TruH Pfat• Institute, 2670 Crain HighW,;1y, S1o1ite 203 Waldorf, MD 20601 1111· Milek· 250 Klug Clrde Corona. CA 92880 Job Truss Truss Type Qty Ply Rice Residence K10112817 210665-210685 A02 Common 6 1 Job Reference lootlonall Stone Truss, Inc., Oceanside, CA -92054, 5-4-4 8.510 s Jun 18 2021 M,Tek Industries, Inc. Thu Aug 12 14:04:38 2021 Page 1 ID:2vgeVKEKXSUPNq71JF4weSyocN 1-Q M Oij 6ZHVylwqawiv 7iLfy _rQ1 uOMu HG!E paEyoZql -2-0-0 9-11-14 14-7-8 5-4-4 4-7-10 4-7-10 t9-3-2 I 23-10-12 I 29+0 I 31-3--0 I 4-7-10 4-7-10 5-4-4 2-0-0 4x4 = 5 3x4 = 5x8 = 3x4 ::: 3•6 = 7-8-1 14-7-8 21-6-15 29-3-0 7-8-1 6-11-7 6-11-7 Plale Offsets (X Y)-[5·0-2-0 0-2-4] [11 ·0-4-0 0-3-01 ' I I LOADING (psi) SPACING-2-0-0 CSI. OEFL. In (loc) I/dell Ud PLATES TCLL 20.0 Plate Grip OOL 1.25 TC 0.20 Vert(LL) -0.12 11-12 >999 240 MT20 TCDL 14.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.50 11-12 ~700 180 BCLL 0.0 ' Rap Strass Inc, YES WB 0.43 Horz(CT) 0.13 8 n/a n/a BCDL 100 Coda IBC2018/TPl2014 Matrix-AS Weight: 130 lb LUMBER- TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 OF No.1 &Bir G BRACING- TOPCHORD BOT CHORD Structural wood sheathing directly applied. Rigid ceiling directly appli11d. WEBS 2X4 OF Std G REACTIONS. (size) 2=0-3-8, 8=0-3-8 Max Horz 2=-101(LC 13) Max Uplift 2=-199(LC 8), 8=-199(LC 9) Max Grav 2=1426(LC 1), 8=1426(LC 1) FORCES. (lb)-Max. Comp./Max. Ten. -All forces 250 (lb)orless except when shown. TOP CHORD 2-3=-2963/283, 3-4=-2679/230, 4-5=-18701230, 5-6=-18701230, 6-7=-2679/230, 7-8=-2963/284 BOT CHORD WEBS NOTES- 2-12=-290/2728, 11-12=-181/2222, 10-11 =-119/2222, 8-10=-19012728 5-11=-56/969, 6-11=-6881164, 6-10=0/512, 7-10=-3521146, 4-11=-6881164, 4-12=01512, 3-12=-352/146 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vull=110mph (3-second gust) Vasd=87mph; TCDL =6.0psf; BCDL =6.0psf; h=25ft; Cal. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exlerlor(2E)-2-0-10 lo 0-8-11, lnterlor(1) 0-8-11 to 14-7-8, Exterior(2R) 14-7-8 to 17-7-8, lnlerior(1) 17-7-8 to 31-3-10 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 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wtll flt between lhe bottom chord and any o1her 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 plale capable of withslanding 100 lb uplift at joinl(s) except (jt=lb) 2=199, 8=199. 7) This lruss is designed in accordance wilh lhe 2018 International Building Code section 2306.1 and referenced slandard ANSIITPI 1. 8) This lruss design requires Iha! a minimum of 7/16" structural wood sheathing be applied directly lo Ille top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Scale • 1 :53.6 3•6 = GRIP 2201195 FT= 20% August 12,2021 .&. WARNlNG. Verif~ destgn pa,-arneIio~ aoo READ NOTES ON 1HIS AND INCLUDED MITEK RtFE:Rt=:kCE PAG~ Mll.7473r-ev. 5119'2020 BEFORE USE: oes~n valid tor .u.s& ont-, lirlth Mff ek® connectors. Thi:s des.Ign Is based only upon pa(amsters snown, and Is for an ind,1i1idU8I bu•ding component, not a lruS& s,aslem. 0efore use, the boOtting des~ner must -.ertfy the ap:pI1cabdil) or design param&t«s aod property incorporate this de:slgri into Ulll' OlfflraII budding d .. lQn. Bracing lndlcatoo Is to prevent buckling or indi.ldual nuss web and/or cho!d mernbe,o only. A<ldi~on•I temporary and permonent broolng Is al'Nays 1'8quired for sCabllil~ and to prevent collapse wntl possible personal injury and propert,i damage. For genaral gukiance regarding the febriCQtion, &torage-, de,very. ereclion and bracing of trusses and trur.s S)'atem1, soo ANSV1Pl1 Ou•~ Ctltetia, DSB-n and SCSI Bui/ding Component S.fety Information available from T1'14ii, Plate lnatihlle, 26-70 Crain H~hway. Sulla 20l Wak:klrl. MD 20601 1111· Milek· 25o Klug Clrcl<> Corona, CA 92880 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 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 avallable in MITak 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 BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSl/TPI 1 : National Design Specification for Metal DSB-89: BCSI: 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. C a: 0 I u Q. 0 I- Numbering System 8 6-4-8 I dimengion• •hown in ft-in-sixteenth8 (Drawings not to scale) 2 3 TOP CHORDS C2-3 WEBS CIH BOTTOM CHORDS 7 6 5 C a: 0 J: 0 Q. 0 I- JOINTS ARE GENERALLY NUMBEREDILETTERED 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 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 lruss design to the building designer, eredion supervisor, property owner and all olher interested parties. 5. Cut memt>ers to bear tighUy against each olher. 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%attime 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 artd is the responsibility of truss fabricator. General practice is to cambe<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 respec1S, equal to or better than lhat specified. 13. Top cl"lords must be sheathed or purlins 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 responsibilily 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 unacoeptable environmental, heatth 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 sufflcianl. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated. <... 0 a :'!' I\) ...lo. 0 0) 0::, 01 -. )> "O "C a ~ a. o' ""'I 'Tl 1:1) er ""'I [ a· :::, r !II "Y~ '-</ I\J cq ~ ~ # ii? [ ~ "' ~ ~ ~ j 'Y '< f ~ 4' O" ~ r.n )> t... 0 I\) ...lo. FR " J2 " J4 ) 02(6) --r---<i (") Ill T ,, = c... ,;;-.. "=' - J4 / J2 / ~ en t... 'Tl I\) 15' 6" I, I I Ilfil J£ A ~ PLACEMEN.I ~ QM.'£ Roof Truss Layout NOTICE TO BUILDING OFFICIALS, ARCHITECHTS, AND ENGINEERS: NON-STRUCTURAL DRAWING INTENDED FOR TRUSS LOCATION INFORMATION ONLY Rice Residence ..1¢!~ "' ~ 2403 Grenada Way :0 m $ Carlsbad CA 058 V, 0 z 92010 760-967-8171 V, IOf.toMti""'O<t ........ GA..- tional finish option ~I, the Berridge rovide ~ residential or 1/. II ,9. This 1" or 1 "12 :urved applications • .:.__ __ __...---_...,...,...----~,.,.,_,.,,.----~-..;-.....__,.,_____ t" (25 mm) or 1 ½" (38 mm) eatherseal m 18 114" C ( ..,_ ______ "/_,_o_verage 464 mm) Snap-On Seam (with Vinyl Weatherseal: US Patent No. 4641475) Installation -Standard • Panel is available from the factory in continuous lengths to a maximum of 40' ~ • May be site formed in continuous lengths with the Berridge I SS-1421 Roll Former --N......i • Extruded vinyl weatherseal is an integral part of snap-on seam cap and prevents siphoning or flooding over seam • Entire roof area shall be covered with a minimum of one layer of approved underlayment Note: Unless otherwise noted, all testing is for steel only * Approved for steel and aluminum ~=~ ..... ** F • asc,a can not be curved or tapered Pictured Above Project: City of Warrensburg Community Center Architect: Great River Associates -Gener on~o+.... . ....., -I ___ .... .,.,_,_ ____ ....:~=:::::-,.c L--------~....._ ............