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HomeMy WebLinkAbout2563 LUCIERNAGA ST; ; CBR2024-0966; PermitBuilding Permit Finaled Residential Permit Print Date: 02/19/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2563 LUCIERNAGA ST, CARLSBAD, CA 92009-5821 BLDG-Residential Work Class: 2153000901 Track#: $26,043.72 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check #: Description: AHSING: 124 SF COURTYARD INFILL Applicant: Property Owner: Alteration GSJORDANDESIGN GREG JORDAN CO-OWNERS TIMOTHY MAND CAMERON E AHSING PO BOX 2265 CARLSBAD, CA 92018-2265 (858) 775-5169 FEE BUILDING PLAN CHECK 2563 LUCIERNAGA ST CARLSBAD, CA 92009-5821 BUILDING PLAN REVIEW-M INOR PROJECTS (LOE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $2,554.89 Total Payments To Date: $2,554.89 Permit No: Status: (city of Carlsbad CBR2024-0966 Closed -Finaled Applied: 04/22/2024 Issued: 11/05/2024 Finaled Close Out: 02/19/2025 Final Inspection: 12/17/2024 INSPECTOR: Renfro, Chris Alvarado, Tony Balance Due: AMOUNT $864.50 $204.00 $107.00 $2.00 $1,374.00 $3.39 $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. Fai lure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Plan Check Est. Value PC Deposit Date C P-> ~ kitti _,.. <JPl V (? 4tG 'j -5o Job Address 2563 LUCIERNAGA STREET Unit: _____ .APN: 215-300-09-01 CT /Project #: _________________ Lot #:9 Year Built: _1_9_78 _______ _ BRIEF DESCRIPTION OF WORK. 124 SF ADDTION El New SF : Living SF, 124 Deck SF,, ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YON, if yes how many? ___ _ D Remodel: ____ _;SF of affected area Is the area a conversion or change of use? 0 Y O N □ Pool/Spa: _____ .SF Additional Gas or Electrical Features? ___________ _ Osolar:. ___ KW, ___ Modules, Mounted:0RoofOGround, Tilt: 0Y0 N, RMA: CY ON, Battery:OYO N, Panel Upgrade: OY ON Electric Meter number: ___________ _ Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name:GREG JORDAN gsjordandesign Name: Tim & Cami Ahsing Address: PO Box 2265 Address: 2563 Luciernaga Street City:Carlsbad State: CA Zip:,_9_20_1_B __ City: Carlsbad State: CA Zip:,_9_20_0_9 __ _ Phone:858-775-5169 Phone: (760) 550--0328 Email:gsjordandesign@gmail.com Email: _____ a_h_s_in.;:;g_.t_im_@_g:.m_ai_l.co_m _______ _ DESIGN PROFESSIONAL Name:Greg Jordan gsjordandesign Address: PO Box 2265 City: Carlsbad, State:_C_A __ Zip: 92018 Phone: 858-775-5169 Email: gsjordandesign@gmail.com Architect State License: __________ _ CONTRACTOR OF RECiD Business Name:Jl; iv ~ir/rlRsJ,l- Address: ZJ&~: { lb,liu (J.eu( IN1 c. r-1 City: @C/4:(M:) State: C/t=Zip: '-f2o¥:j Phone: ~ ·'.li~·()f~ Email: ddoti ~Cf't CSLB License #:._.ic_"""""➔---Class:_R ....... ____ _ Carlsbad Business License # (Required):. _______ _ APPLICANT CERT/FICA TION: I certify that I hove reod the opplicotion ond stote that the ve in/Ofmotlon is cyrrect ond thot the infotmotion of the plons is oa:urote. I ogree to comply with all City ordinonces ond Stote lows re/oting to building construction. NAME (PRINT): GREG JORDAN SIG6 ?. 04/19/2024 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Butldtng@carlsbadca cov REV. 04122 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILOINC, PERMIT (AN 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: lherebyaffirmunderpenaltyofperju1ythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full force and effect. I alsoaffirm under penalty of pe,juryoneof the following declarations (CHOOSE ONE): 01 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo .. __________________________________________ _ -OR- DI 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: _______________ _ -OR- W certiflcate 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, 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 CERT/FICA TJON: The applicant certifles that all documents and plans cl~rly and accurately show all existing and proposed buildings, structures. access roads, and utillties/utittty easements. All proposed modifocations and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans Inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval or the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buikfmgs, structures and theif setbacks from p,operty lines and from one another; ess roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easem ts and other encumbrances to development have been accurate! own and labeled as well as all on-site grading/site preparation . . ,=::~;· .. : -·--., ·-···:~~::::-.... ··:z ~·-•.... , .... ~:~~27'.zs/4 Note: If the person sign' -~~ll..LU.'-~--:~~.i.;~~-=-f authorization on contractor letterhead. / 1 (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I om exempt from Contractor's License Law for the following reason: D 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. ii, 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- DI, 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- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, 0 FORM 8-61 "Owner Builder Acknowledgement and Verification Form" ,s required for any permit issued to a properly 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./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http:Ilwww.leginfo.ca.gov/calaw.html. OWNER CERTIFICA 110N: The applicant ce<tifoes that all documents and plans clearly and accurately show all existing and proposed buildings, structures. access roads, and utilities/utility easements. Al ptopo<ed mocfrf,cations and/0< additions are clearly labeled on the site plan. Arry potentially existing detaU within these plans inconsistent with the site plan are not app,oved for construction and may be required to be altered or removed. The city's app,oval of the application Is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one anothe,; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; aH easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All unp,ovements existing on the property were completed in acco,dance with all regulations in existence at the time of their construction, unless otherwise noted. SIGN: __________ DATE: _____ _ Note: If the above is an authorized a ent for the ert owner Include form B-62 sl ned b ro ert owner. 1635 Faraday Ave carlsbad, CA 92008 Ph: 442-339-2719 Email: Bulldmg@rarlsbadca.gov 2 REV.04/22 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2024-0966) Permit Type: BLDG-Residential Application Date: 04/22/2024 Owner: CO-OWNERS TIMOTHY M AND CAMERON E AHSING Work Class: Alteration Issue Date: 11 /05/2024 Subdivision: PARCEL MAP NO 06793 Status: Closed -Finaled Expiration Date: 05/20/2025 Address: 2563 LUCIERNAGA ST IVR Number: 55946 CARLSBAD, CA 92009-5821 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 11/06/2024 11/06/2024 BLDG-11 266950-2024 Passed Tony Alvarado Complete Foundation/Ftg/Plers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-12 Steel/Bond 267183-2024 Passed Tony Alvarado Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 267184-2024 Partial Pass Tony Alvarado Reinspectlon Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 11/20/2024 11/20/2024 BLDG-14 268566-2024 Passed Tony Alvarado Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-15 Roof/ReRoof 268896-2024 Passed Tony Alvarado Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/21/2024 11/21/2024 BLDG-34 Rough 269038-2024 Passed Tony Alvarado Complete Electrical Wednesday, February 19, 2025 Page 1 of 2 PERMIT INSPECTION HISTORY for (CBR2024-0966) Permit Type: BLDG-Residential Application Date: 04/22/2024 Owner: CO-OWNERS TIMOTHY MAND CAMERON E AHSING Work Class: Alteration Issue Date: 11/05/2024 Subdivision: PARCEL MAP NO 06793 Status: Closed -Finaled Expiration Date: 05/20/2025 Address: 2563 LUCIERNAGA ST CARLSBAD, CA 92009-5821 Scheduled Date 12/17/2024 IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item COMMENTS BLDG-Building Deficiency BLDG-84 Rough Combo(14,24,34,44) 269037-2024 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical COMMENTS BLDG-SW-Inspection Checklist Item 269039-2024 COMMENTS Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? 12/17/2024 BLDG-Final Inspection Checklist Item 271187-2024 COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Wednesday, February 19, 2025 55946 Inspection Primary Inspector Reinspection Inspection Status Passed Yes Passed Tony Alvarado Complete Passed Yes Yes Yes Partial Pass Tony Alvarado Re Inspection Incomplete Passed Yes Yes Yes Yes Yes Yes Yes Passed Chris Renfro Complete Passed Yes Yes Yes Yes Yes Page 2 of 2 May 26, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential 124 SF Addition Address: 2563 Luciernaga St Applicant Name: Greg Jordan Applicant Email: gsjordandesign@gmail.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3/U Occupant Load: NIA Type of Construction: Y-B Sprinklers: No Stories: One Area of Work (sq. ft.): 124 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: See Notes Below Scope of Work: Confirmed Floor Area: Confirmed Notes: Valuation was not confirmed. Attn: Building & Safety Department, True Nortl1 COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Permit No: CBR2024-0966 True North No.: 24-0 18-330 True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. 2. Drawings: One (I) copy dated April 19, 2024, by gsjordandesign. Structural Calculations: One (I) copy dated May 2, 2024, by Kevin Towers & Associates. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 202 1 !BC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Build ing Code, and 2022 California Energy Code, as applicable, were us~d as the basis of our review. Please note that our review has been completed and we have no further comments True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or ifwe can be of further assistance. Sincerely, True North Compliance Services Review By: Qamar Aloqaily -Plan Review Engineer Quality Review By: Alaa Atassi -Plan Review Engineer Disclaimer: Kevin Towers & Associates SUPPLEMENTAL STRUCTURAL CALCULATIONS SFR ADDITION 2563 Luciernaga Street Carlsbad, CA 92009 KTA Job No. 24120 May 2 , 2024 These structural calculations are solely intended for the building official and for a plan check review f,nalized to issue a building permit for the subject project Only information shown on I 00% construction documents shall be used for construction. Use, distribution, copying, scanning, and taking action based on these calculations without KTA written approval is prohibited. KTA shall not assume any responsibility for use of these calculations by any other parties or entity other than the building Official, and for any other use than their intended purpose. Contact KTA to obtain information such as, but not limited to, construction drawings, design loads, occupancy, strength and stiffness of elements, maximum deflection of elements, etc. 6121 Iroquois Road W es t min s ter , CA 92683 t :(7 14)325-8653 Project Title: Engineer: Project ID: Project Descr: Wood Beam DESCRIPTION: (N) Roof Joist: 2x10@ 24" O.C. (Max span= 14'-9") CODE REFERENCES Calculations per NOS 2018, IBC 2021, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Pro erties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Douglas Fir-Larch No.2 Fb + Fb - Fe -Prll Fe -Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling .- 2x10 Span = 14 750 n 900.0 psi 900.0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi Project File: 2563 Luciemaga.ec6 E : Modulus of Elasticity Ebend-xx 1,600.0 ksi Eminbend -xx 580.0ksi Density 31.21 O per Repetitive Member Stress Increase A~d Loads ___ ______ Service loads entered Load Factors will be applied for calculations Beam self weight NOT internally calculated and added Uniform Load : D = 0.0260, Lr= 0.020 ksf, Tributary Width= 2.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.986 1 Maximum Shear Stress Ratio = 0.293 : 1 Section used for this span 2x10 Section used for this span 2x10 fb: Actual = 1,403.59psi fv: Actual = 65.86 psi F'b = 1,423.13psi F'v = 225.00 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 7.375ft Location of maximum on span = 0.000ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.271 in Ratio= 653>=360 Span: 1 : Lr Only Max Upward Transient Deflection O in Ratio= 0 <360 n/a Max Downward Total Deflection 0.623 in Ratio = 284>=240 Span: 1 : +D+Lr Max Upward Total Deflection O in Ratio = 0<240 n/a Maximum Forces & Stresses for Load Combinations Load Combination ax Stress Ra 10s Momeni Values Snear Values Segment Length Span # M V CD CM Ct Clx CE Cfu Ci _c_r_ M fb F'b V fv F'v -- DOnly 0.0 0.00 0.0 0.0 Length = 14. 750 ft 0.774 0.230 0.90 1.00 1.00 1.00 1.100 1.00 1.00 1.15 1.41 793.3 1,024.7 0.34 37.2 162.0 +D+Lr 1.00 1.00 1.00 1.100 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 14. 750 ft 0.986 0.293 1.25 1.00 1.00 1.00 1.100 1.00 1.00 1.15 2.50 1.403.6 1,423.1 0.61 65.9 225.0 +D+0.750Lr 1.00 1.00 1.00 1.100 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 14. 750 ft 0.879 0.261 1.25 1.00 1.00 1.00 1.100 1.00 1.00 1.15 2.23 1,251.0 1,423.1 0.54 58.7 225.0 +0.60D 1.00 1.00 1.00 1.100 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 14.750 ft 0.261 0.078 1.60 1.00 1.00 1.00 1.100 1.00 1.00 1.15 0.85 476.0 1,821 .6 0.21 22.3 288.0 .. Project Title: Engineer: Project ID: Project Descr: Wood Beam DESCRIPTION: (N) Roof Joist: 2x10@ 24" O.C. (Max span= 14'-9") Overall Maximum Deflections Load Combination +O+Lr Vertical Reactions Span Max. "-" Deft Location in Span Load Combination 1 ---~0~_5=2=25~ 7.429 Support notation : Far left is #1 Project File: 2563 Luciernaga.ec6 Max. "+" Deft Location in Span ----0.0000___ 0.000 Values in KIPS --------------------Load Combination MaxUpward from all Load Conditions Max Upward from Load Combinations Max Upward from Load Cases DOnly +D+Lr +D+0.750Lr +0.600 Lr Only Support 1 Support 2 0.679 0.679 0.679 0.679 0.384 0.384 0.384 0.384 0.679 0.679 0.605 0.605 0.230 0.230 0.295 0.295 . . Project: Job No.: By: Date: Page: 2563 Luciernaga 24120 KT KIA Kevin Towers & Associates EX.tS,/Ntr-/!wf #EA: 1,600 SF minimum , , . % /,,vt:,rZtfAJ£ c 7.3% < 10% increase . ... ----~~ l f't!,,2-a:: 111-w..-t,_, LOr.«r-, d...,r f If-J ;, r ;;__5--1s-6 -;., ~-7 • ··------.. ----__________ ,/ CD CD en c;, ~ N 0 N et:: al (.) Disclaimer: Kevin Towers & Associates STRUCTURAL CALCULATIONS CITY SFR ADDITION 2563 Luciernaga Street Carlsbad, CA 92009 KTA Job No. 24120 March 29, 2024 These structural calculations are solely intended for the building official and for a plan check review finalized to issue a building permit for the subject project Only information shown on I 00% construction documents shall be used for construction. Use, distribution, copying, scanning, and taking action based on these calculations without KTA written approval is prohibited. KTA shall not assume any responsibility for use of these calculations by any other parties or entity other than the building Official, and for any other use than their intended purpose. Contact KTA to obtain information such as, but not limited to, construction drawings, design loads, occupancy, strength and stiffness of elements, maximum de~ection of elements, etc. 6 121 Iroquois Road West m in ster, CA 92683 t :(7 14)325-8653 Scope of Work: -Enclose existing courtyard with new roof and two walls -Provide diaphragm transfer to existing LFRS -New continuous foundations Kevin Towers & Associates 6 121 Iroquois Road Westminster, CA 92683 t :(71 4 )325-8653 JOB NAME: j2563 Luciernaga DEAD LOAD Photovoltaic Panels Roofing & Underlayment 5/8 Sheathing Batt Insulation Gypboard ceiling Miscellaneous Partitions SUB-TOTAL I Framing TOTAL DEAD LOADI LIVE LOAD Roof Live Load DEAD LOAD Lath & Plaster 1/2" Wood Structural Panels Batt Insulation Framing Interior Gypboard Miscellaneous TOTAL DEAD LOAD GRAVITY 4.0 10.0 2.0 1.0 3.0 3.0 a.a 23.□I 3.0 26.□I 20.0 psf GRAVITY 10.0 3.2 1.0 1.5 2.8 0.5 19.0 DESIGN CRITERIA I I ASCE/SEI 7 16 I KTA JOB#:j24120 WOOD FRAMED ROOF SEISMIC NOTES 2.0 psf (For seismic assume 50% of the roof area) 10.0 psf (Ceramic tiles & underlayment) 2.0 psf 1.0 psf 3.0 psf 3.0 psf 5.0 psf 26.olpsf 3.0 psf 29.olpsf Reducible EXTERIOR WALL ASSEMBLY 1 -PLASTER SEISMIC NOTES 10.0 psf 3.2 psf (Assume double sided Sheathing) 1.0 psf 1.5 psf 2.8 psf 0.5 psf 19.0 psf (Weight per area of wall) Project Title: Engineer: Project ID: Project Descr: Wood Beam Project File: 2563 Luciemaga.ec6 '---------------------------------------------- DESCRIPTION: (N) Roof Joist: 2x8@ 16" O.C. (Max span= 14'-0") CODE REFERENCES -----------------Ca I cu I at ions per NOS 2018, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Douglas Fir-Larch No.2 Fb + Fb - Fe -Prll Fe -Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(O 03458~ Lr(O 0266) 2•8 Span= 14.0 ft 900.0 psi 900.0psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E : Modulus of Elasticity Ebend-xx 1,600.0 ksi Eminbend -xx 580.0ksi Density 31.21 0pcf Repetitive Member Stress Increase Ap lied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0260, Lr= 0.020 ksf, Tributary Width= 1.330 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.882 1 Maximum Shear Stress Ratio = 0.241 : 1 Section used for this span 2x8 Section used for this span 2x8 fb: Actual = 1,368.80psi fv: Actual = 54.33 psi F'b = 1,552.50psi F'v = 225.00 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 7.000ft Location of maximum on span = 13.438 ft Span # where maximum occurs = Span# 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.303 in Ratio= 553>=360 Span: 1 : Lr Only Max Upward Transient Deflection 0 in Ratio= 0 <360 n/a Max Downward Total Deflection 0.698 in Ratio= 240>=240 Span: 1 : +D+Lr Max Upward Total Deflection O in Ratio= 0<240 n/a Maximum Forces & Stresses for Load Combinations Load Combination ax Slress a IOS lvlomen! \lalues Segment Length Span# M V CD CM ct Clx C Cfu Ci Cr M fb F'b V fv DOnly 0.0 0.00 0.0 0.0 Length = 14.0 ft 0.692 0.190 0.90 1.00 1.00 1.00 1.200 1.00 1.00 1.15 0.85 773.7 1,117.8 0.22 30.7 162.0 +D+Lr 1.00 1.00 1.00 1.200 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length = 14.0 ft 0.882 0.241 1.25 1.00 1.00 1.00 1.200 1.00 1.00 1.15 1.50 1,368.8 1,552.5 0.39 54,3 225.0 +D+0.750Lr 1.00 1.00 1.00 1.200 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length= 14.0 ft 0.786 0.215 1.25 1.00 1.00 1.00 1.200 1.00 1.00 1.15 1.34 1,220.0 1,552.5 0.35 48.4 225.0 +0.60D 1.00 1.00 1.00 1.200 1.00 1.00 1.15 0.0 0.00 0.0 0.0 Length= 14.0 ft 0.234 0.064 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.15 0.51 464.2 1,987.2 0.13 18.4 288.0 Project Title: Engineer: Project ID: Project Descr: Wood Beam DESCRIPTION: (N) Roof Joist: 2x8@ 16" O.C. (Max span= 14'-0") Overall Maximum Deflections Span Max. "." Defl Location in Span Load Combination Load Combination +D+Lr 1 --~0~_5=97=9~-7.051 Vertical Reactions Load Combination Max Upward from all Load Conditions Max Upward from Load Combinations Max Upward from Load Cases DOnly +D+Lr +D+0.750Lr +0.600 Lr Only Support notation : Far left is #1 --,S,....u-pp_o_rt_1--,S_u_pp_o_rt_2 --0.428 0.428 0.428 0.428 0.242 0.242 0.242 0.242 0.428 0.428 0.382 0.382 0.145 0.145 0.186 0.186 Project File: 2563 Luciemaga.ec6 Max. "+" Defl Location in Span 0.0000 Values in KIPS 0.000 Wood Beam DESCRIPTION: (N) Ridge Beam: 4x10 CODE REFERENCES Calculations per NOS 2018, IBC 2021, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Properties ____ _ Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Douglas Fir-Larch No.1 Project Title: Engineer: Project ID: Project Descr: Fb + Fb - Fe -Prll Fe -Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.2015t Lr(0.155} 4X10 Span= 7.50 n 1000 psi 1000 psi 1500 psi 625 psi 180 psi 675 psi Project File: 2563 Luciemaga.ec6 E : Modulus of Elasticity Ebend-xx 1700 ksi Eminbend -xx 620ksi Density 31 .21 pcf Applied loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0260, Lr= 0.020 ksf, Tributary Width= 7.750 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.402 1 Maximum Shear Stress Ratio = 0.219 : 1 Section used for this span 4x10 Section used for this span 4x10 fb: Actual = 602.66psi fv: Actual = 49.28 psi F'b = 1,500.00psi F'v = 225.00 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 3.750ft Location of maximum on span = 6.734 ft Span # where maximum occurs = Span# 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.028 in Ratio= 3182>=360 Span: 1 : Lr Only Max Upward Transient Deflection 0 in Ratio= 0<360 n/a Max Downward Total Deflection 0.065 in Ratio= 1383 >=240 Span: 1 : +D+Lr Max Upward Total Deflection O in Ratio= 0<240 n/a Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # M V CD CM Ct CLx C Cfu Ci Cr fb F'b V DOnly 0.0 0.00 0.0 0.0 Length = 7.50 ft 0.315 0.172 0.90 1.00 1.00 1.00 1.200 1.00 1.00 1 00 1.42 340.6 1,080.0 0.60 27.9 162.0 +D+Lr 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 7.50 ft 0.402 0.219 1.25 1.00 1.00 1.00 1.200 1.00 1.00 1.00 2.51 602.7 1,500.0 1.06 49.3 225.0 +D+0.750Lr 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length = 7. 50 ft 0.358 0.195 1.25 1.00 1.00 1.00 1.200 1.00 1.00 1.00 2.23 537.2 1,500.0 0.95 43.9 225.0 +0.60D 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length= 7.50 ft 0.106 0.058 1.60 1.00 1.00 1.00 1.200 1.00 1.00 1.00 0.85 204.4 1,920.0 0.36 16.7 288.0 Wood Beam DESCRIPTION: (N) Ridge Beam: 4x10 Overall Maximum Deflections Load Combination +D+Lr Span Max. "-" Dell Location in Span 0.0651 3.777 Project Title: Engineer: Project ID: Project Descr: Load Combination Vertical Reactions Support notation : Far left is #1 ----------------Load Combination Support 1 Support 2 Max Upward rom all L-o-ad-.---,_C-on-d"it,,-io_n_s-------.1.337 1.337 Max Upward from Load Combinations 1.337 1.337 Max Upward from Load Cases 0.756 0.756 D Only 0.756 0.756 +D+Lr 1.337 1.337 +D+0. 750Lr 1.192 1.192 +0.60D 0.453 0.453 Lr Only 0.581 0.581 Project File: 2563 Luciemaga.ec6 Max. "+" Defl Location in Span 0.0000 Values in KIPS Project: Job No.: By: Date: 2563 Luciernaga 24120 KT RlA Page: Kevin Towers & Associates T Jt,,Z. Ea n,v,r _;:;;;;,=-;~,:;,-( ;J-;-;~J-1s o-~ o-7 ···----·--······----· -·· -----· •• ., ••••• -... -. . .. ------·----·------· ./ ,. . ·---. .. •· -----.,.·-·------·---·• / Fob .,.,,'-''I µe c.e,op, pr1 o v, {) t. 11 • i,v, {)£_ ,.. 'fr" ,,/ {)fl-I° ,_/ ~-~1/ Tlf fi ?,._;_,:, /'