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Home My WebLink About175 CHINQUAPIN AVE; ; CBR2023-5353; PermitBuilding Permit Finaled Print Date: 03/25/2025 Job Address: Permit Type: Parcel #: Va luation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 175 CHINQUAPIN AVE, BLDG-Residential 2060701801 $35,000.00 Residential Permit CARLSBAD, CA 92008-7463 Work Class: Track #: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check #: Plan Check#: Alteration Description: ROSS: REMOVE TWO GARAGE DOORS AND REPLACE WITH ONE GARAGE DOOR Property Owner: ROSS-SMALL FAMILY TRUST 07-25-17 200 CONGRESS AVE AUSTIN, TX 78701-4576 FEE BUILDING PLAN CHECK SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP} WINDOWS/DOOR -RESIDENTIAL Total Fees: $201.25 Total Payments To Date: $201.25 Permit No: Status: (Cityof Carlsbad CBR2023-5353 Closed -Finaled Applied: 12/21/2023 Issued: 01/22/2024 Finaled Close Out: 03/25/2025 Final Inspection: 10/18/2024 INSPECTOR: Kersch, Tim Balance Due: AMOUNT $76.70 $2.00 $4.55 $118.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (_ City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check ~0,\3.-~'5~ Est. Value ::$'35',0Qo oc , PC Deposit s7l>.70 Date 1.:>la\ /,;.,3 I I JobAddress /7;--WN~~U.J ~ Unit: ____ .APN: ~-()?C-~ -<:) \ CT/Project #: _________________ Lot #: ____ Year Built: & O l 7 BRIEF DESCRIPTION OF WORK: Garage door conversion from 2 doors to 1 door --------------- 0 New SF : Living SF, ____ Deck SF, ___ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YO N, if yes how many? ___ _ D Remodel:. _____ SF of affected area Is the area a conversion or change of use? 0 YO N □ Pool/Spa:. ____ SF Additional Gas or Electrical Features? ___________ _ O Solar: ___ KW, ___ Modules, Mounted:ORoofOGround, Tilt: ()YON, RMA:OY ON, Battery:O>YC N, Panel Upgrade: Ov ON Electric Meter number: ___________ _ Other: (; l'r~ tx:of-~ ~{:MQ.t°\ f:Clc>M ~ Dt;O(L~ 19 1: :1)0~ n APPLICANT {PRIMARY CONTACT) Name: Brett Sam pie re Address: 9503 La Jolla Shores Drive City: La Jolla State:_C_A __ .Zip: 92037 Phone: (858) 525-2892 Email: brett.sampiere@gmail.com DESIGN PROFESSIONAL Name: Shackelton Design Group Address: lll'>b 2ni) 8'Jts::vr~ ..?pj City:6>10.vr-45 State: CA-Zip: 7:i.o '). .. .1.-f Phone: 760 ... 8( j -2.{/)0 PROPERTY OWNER Name: Anthony Ross Address: 200 Congress Ave, 35AC City: Austin state: TX Zip:_7_81_0_1 __ _ Phone: (408) 425-6403 Email: tonyross 1@mac.com CONTRACTOR OF RECORD Business Name: N/A or TBD ·----------------Address:. ________________ _ Clty: _______ .State: ___ Zip:. ______ _ Phone: _________________ _ Email: ________ ...... _______ _ Architect State License: _e_-_3_'1,.0_5;;,.,._b _____ _ Email: _________________ _ CSLB License #:. ______ class: ______ _ Carlsbad Business License# (Required): _______ _ APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above Information Is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Brett Sampiere SIGN:8-utt-S~ DATE: 12/17/2023 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Ema1l:.fu11lding@carlsbadca.gov REV. 04/22 THIS PAGE REQUIRED AT PERMIT ISSUANCE 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 SAN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: /herebyaf{irmunderpenaltyofperjurythatlamlicensedunderprovislonsofChapter9(commencingwithSectionlOOO)ofDivision3 of the Business and Professions Code, and my license is in fut If orceand effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): DI 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. PollcyNo. _______________________________________ _ -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. __________________________ ExplratlonDate: ________________ 1 -OR- D Certificate of Exemption: I certify that In the performance of the work for which this permit Is Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to $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 CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utllltles/utlllty easements. All proposed modifications and/or additions are clearly labeled on the site pf9n. 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 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 another; access roads/easements, and utllltles. The existing and proposed use of each building as stated Is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All Improvements existing on the property were completed In accordance with all regulations In existence at the time of their construction, unless otherwise noted. NAME (PRINT): ________ SIGNATURE: _________ DATE: _____ _ Note: If the person signing above Is an authorized a1ent for the contractor provide a le~er of authorization on contractor letterhead. (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am 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. If, however, the building or Improvement ls 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- [31, 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 suet, 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 tl'lis reason: AND, Iii FORM B-61 "Owner 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./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, Is avaflable upon request when this application Is submitted or at the following Web site: http:Ilwww.leglnfo.ca.gov/calaw. html. O'NNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications 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 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 another; access roads/easements, and utilities. The existing and proposed use of each building as stated Is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All Improvements existing on the property were completed In accordance with all regulations In existence at the time of their construction, unless otherwise noted. NAME (PRINT): Brett Sampiere SIGN: 8~ S • DATE: 12/17/2023 Note: If the rson sl nln above Is an authorized a ent for the ro owner Include form 8·62 sl ne b owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 ( City of Carlsbad OWNERS AUTHORIZED AGENT FORM 8-62 Developme1 t Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov OWNER'SAUTHORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in Its entirety to be accepted by the City for each separate permit application. Note: The following Owners Authorized Agent form Is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Garage door conversion from 2 doors to 1 door Scope of Construction Project (or Description of Work): __________________ _ 175 Chinquapin Ave, Carlsbad CA 92008 Project Location or Address: __________________________ _ Name of Authorized Agent: Brett Sampiere (858) 525-2892 Tel No. ________ _ 9503 La Jolla Shores Drive, La Jolla CA 92037 Address of Authorized Agent: __________________________ _ I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify Its accuracy. Property Owner's Signature: _/I_Jtt:M: __ 7'~-h,_4_4 _, ________ Date: _1_2_1_1_?_1_2_0_2_3_ 1 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-5353} Permit Type: BLDG-Residential Application Date: 12/21/2023 Owner: TRUST ROSS-SMALL FAMILY TRUST 07-25-17 Work Class: Alteration Issue Date: 01/22/2024 Subdivision: PARCEL MAP NO 21346 Status: Closed -Finaled Expiration Date: 03/24/2025 Address: 175 CHINQUAPIN AVE IVR Number: 53940 CARLSBAD, CA 92008-7463 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09/05/2024 09/05/2024 BLDG-SW-Pre-Con 259951-2024 Partial Pass Tim Kersch Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Work.not ready. Yes 09/12/2024 09/12/2024 BLDG-11 260759-2024 Passed Tim Kersch Complete Foundation/Ftg/Plers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/18/2024 09/18/2024 BLDG-14 261289-2024 Cancelled Tim Kersch Reinspection Incomplete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 09/20/2024 09/20/2024 BLDG-14 261548-2024 Passed Tim Kersch Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/24/2024 09/24/2024 BLDG-13 Shear 261840-2024 Passed Tim Kersch Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/18/2024 10/18/2024 BLDG-Final Inspection 264876-2024 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Tuesday, March 25, 2025 Page 1 of 1 January 2, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Garage Door Conversion Address: 175 Chinquapin Ave Applicant Name: Brett Sarnpiere Applicant Email: brett.sampiere@gmail.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: ??? (Provide this information) Occupant Load: N/ A Type of Construction: VB Sprinklers: Yes Stories: 3 Area of Work (sq. ft.): ??? (Provide this information) sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: See Notes Below Notes: The area of work is not specified on the permit application. Attn: Building & Safety Department, True North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Penn it No: CBR2023-5353 True North No.: 23-018-1283 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: I. 2. Drawings: One (I) copy dated December 11 , 2023, by Shakelton Design Group. Structural Calculations: One (I) copy dated November 30, 2023, by Qualls Engineering Structural Engineering Services. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of o ur 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 if we can be of further assistance. Sincerely, True North Compliance Services Review By: Bashir Habboub -Plan Review Engineer Quality Review By: Alaa Atassi -Plan Review Engineer CBR2023-5353 Chinquapin Garage 175 Chinquapin A venue, Carlsbad, CA 92008 Structural Calculations -23218 Qualls Engineeri~g Structural Engineering Services 175 CHINQUAPIN AVE ROSS: REMOVE TWO GARAGE DOORS AND REPLACE WITH ONE GARAGE DOOR Shackleton Design Group 7 63 Second Street, Suite 200 Encinitas, CA 92024 Phone: 760 889-2600 2060701801 12/21/2023 CBR2023-5353 Qualls Engineering Structural Engineering Services GOVERNING CODE: CONCRETE: SAWN LUMBER: ENGINEERED WOOD Project: Chinquapin Garage Engineer: _AL _________ _ DESIGN BASIS 2022 CBC f c = 2,500 psi (MINIMUM) Sheet: 1 / 10 Job#: 23218 Date: 11/30/23 DOUGLAS FIR LARCH, ALLOWABLE STRESS DESIGN PER 2022 CBC. BOISE CASCADE OR EQUIVALENT BCI WOOD "I' JOISTS -ICC-ESR 1336 BC VERSALAM 2.0E/LVL/LSL -ICC-ESR 1040 PROJECT SCOPE Project consists of a proposed modification of an existing two car garage consisting of replacing two 8' wide garage door openings with one larger 16' wide garage door opening on the first floor of an existing three-story single family residence located at 175 Chinquapin Avenue, Carlsbad, CA 92008. The existing residence is primarily constructed utilizing wood frame construction with 2x stick framed roof, and typical slab on grade with turned down footings. There has not been a soils report provided for this project. Therefore, the foundation design will be based on minimum soils values per 2022 CBC chapter 18. The architect provided existing structural as-builts of the residence, which allowed us to track the loads and calculate the vertical forces and gravity loads accurately at the first floor level. Qualls Engineering Sheet: 2 Structural Engineering Services Project: Chinquapin Garage Job #: _2_32_1_8 __ _ Engineer: AL Date: Design Loads: Roof: Dead Load ( DL) Roofing 1/2" Plywood Wood Framing Insulation 1 /2" Gyp. Bd. Mech./Elec. Misc. 5.0 psf 1.3 psf 4.0 psf 0.5 psf 2.2 psf 0.5 psf ___ .....;.1._5 psf I DL = 15.0 psf Live Load (LL) Floor: Dead Load ( DL ) Flooring 3/4" Plywood Wood Framing Insulation 5/8" Gyp. Bd. Mech./Elec. Misc. 9.0 psf 2.0 psf 3.0 psf 0.5 psf 2.8 psf 1.2 psf ___ 1._5 psf I DL = 20.0 psf Live Load (LL) LL = ____ 2.a..0.""-0 psf (Reducible) DL + LL =! 35.0!psf LL = 40.0 psf (Reducible) DL + LL =,.! _6_0...,.0!psf Walls: Stud Walls Exterior Stud Walls Interior Stud Walls 15.0 psf 7.0 psf Deck: Dead Load ( DL) Dex-O-Tex 3/4" Plywood Wood Framing Stucco Misc. 2.5 psf 2.0 psf 3.0 psf 10.0 psf ___ 2._5 psf I DL = 20.0 psf Live Load (LL) LL = 60.0 psf (Reducible) DL + LL =-! -8-0 ..... 0!psf Allowable Soils Bearing Pressure: ASBP = 1,500 psf @ 24 inches below lowest adjacent finished grade Seismic: Site Class: D Ss = 1.1 01 s, = 0.379 F, = 1.200 F" = - Occupancy Importance Category Factor, I, II 1.00 Wind Load: (Simplified Envelope Procedure) Basic Wind Speed: 97 mph Exposure: MWFRS P = 0.6*)..*K,,*Ps30 (LRFD): P = (ASD): p =I D 22.9 psf 13.7!psf Components & Cladding P = 0.6*)..*K2,*Pnei30 (LRFD): P = (ASD): p =I 28.1 psf 16.8!psf Response Mod. Factor R 6.5 )..= K,.,= Ps30= p nei30= SMs = 1.321 SM1 = - Redundancy pCs Factor Sos/(R/1) p (LRFD ) (ASD ) 1.3 0.176 I 0.126 1.66 1.0 13.8 16.9 0.881 Project Title: Engineer: Chinquapin Garage AL Wood Beam UC#: KW-06015197, Build:20.23.05.01 DESCRIPTION: FH-1 CODE REFERENCES Calculations per NDS 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 Boise Cascade Versa Lam 3100 Project ID: 23218 Project Descr: Qualls Engineering Fb + Fb • Fe · Prll Fe• Perp Fv Ft 3,100.0 psi 3,100.0 psi 3,000.0 psi 750.0 psi 285.0 psi 2,100.0 psi Beam Bracing Beam is Fully Braced against lateral-torsional buckling ~II.BJ.);~) L(S.H) D 0.04 L 0.08 5.25x24 Span = 16.250 ft 3 Project File: Chinquapin Garage.ec6 (c) ENERCALC INC 1983-2023 E : Modulus of Elasticity Ebend• xx 2,000.0ksi Eminbend -xx 1,036.83 ksi Density 41.760pcf Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Point Load: D = 6.920, Lr= 1.750, L = 5.820 k @ 7.0 ft, ((E) FLOOR BEAM) Uniform Load : D = 0.020, L = 0.040 ksf, Tributary Width = 2.0 ft, (FLOOR) Uniform Load : D = 0.020, L = 0.060 ksf, Extent= 0.0 --» 7.750 ft, Tributary Width= 2.750 ft, (DECK) Point Load: D = 3.230, Lr= 0.840, L = 3.250 k@ 7.0 ft, ((E) FLOOR BEAM) Point Load : D = 1.450, L = 1.740 k@ 3.250 ft, ((E) RIDGE BEAM) Uniform Load : D = 0.0150 ksf, Extent= 0.0 --» 7.750 ft, Tributary Width= 19.0 ft, (WALL) Point Load : E = 12.50 k@ 5.750 ft, (EXISTING SSW) Point Load : E = -12.440 k@ 6.750 ft, (EXISTING SSW) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb: Actual F'b Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections = = = = 0.797: 1 5.25x24 2,286.34psi 2,870.21 psi +D+L+H 6.998ft Span# 1 0.147 in Ratio= -0.012 in Ratio = 0.315 in Ratio= O in Ratio = Maximum Shear Stress Ratio Section used for this span fv: Actual F'v Load Combination Location of maximum on span Span # where maximum occurs 1327 >=360 16484>=360 618>=240 0<240 Span: 1 : L Only Span: 1 : E Only Span: 1 : +D+L +H n/a -----Load Combination Load Combination +D+L+H Vertical Reactions Load Combination Span 1 Max Upward from all Load Conditions Max Upward from Load Combinations Max Upward from Load Cases Max. "-" Def! Location in Span 0.3154 7.769 Support notation : Far left is #1 Support 1 Support 2 17.745 11.123 17.745 11.123 9.566 5.913 Design OK = 0.687: 1 5.25x24 = 195.84 psi 285.00 psi +D+L+H = 0.000 ft = Span# 1 Max. "+" Def! Location in Span 0.0000 0.000 Values in KIPS Wood Beam UC#: KW-06015197, Build:20.23.05.01 DESCRIPTION: FH-1 Vertical Reactions Load Combination Max Downward fro_m_a-II -Lo-ad Condilio Max Downward from Load Cases (Resis +D+H +D+L+H +D+Lr+H +D+S+H +D+0. 750Lr+0. 750L +H +D+0.750L+0.750S+H +D+0.60W+H +D+0.750Lr+0.750L +0.450W+H +D+0.750L +0.750S+0.450W+H +0.60D+0.60W+0.60H +D+0.70E+0.60H +D+0. 750L +0.750S+0.5250E+H +0.60D+0. 70E+H DOnly Lr Only L Only E Only H Only Support 1 9.566 17.745 11.041 9.566 16.806 15.700 9.566 16.806 15.700 5.740 10.129 16.123 6.303 9.566 1.474 8.179 0.804 Project Title: Engineer: Project ID: Project Descr: Qualls Engineering Chinquapin Garage AL 23218 4 Project File: Chinquapin Garage.ec6 (c) ENERCALC INC 1983-2023 Support notation : Far left is #1 Values in KIPS Support 2 -0.744 -0.744 5.913 11.123 7.028 5.913 10.657 9.820 5.913 10.657 9.820 3.548 5.392 9.429 3.027 5.913 1.116 5.210 -0.744 Project Title: Engineer: Project ID: Project Descr: Chinquapin Garage AL 23218 5 UC#: KW-06015197, Build:20.23.05.01 DESCRIPTION: POST@ RH-1 Qualls Engineering Project File: Chinquapin Garage.ec6 (c) ENERCALC INC 1983-2023 Code References Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Analysis Method Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height / Used for non-slende, calculat,ons) Wood Species Wood Grade Fb + Fb - Fe -Prll Fe -Perp Douglas Fir-Larch No.1 1,000.0 psi 1,000.0 psi 1,500.0 psi 625.0psi Fv Ft Density 7 ft 180.0 psi 675.0 psi 31 .210 pct Wood Section Name 6x6 Wood Grading/Manuf. Graded Lumber Wood Member Type Sawn Exact Width Exact Depth Area Ix ly 5.50 in Allow Stress Modification Factors 5.50 in Cf or Cv for Bending 1.0 30.250 in"2 Cf or Cv for Compressio 1.0 76.255 in"4 Cf or Cv for Tension 1.0 76.255 in"4 Cm : Wet Use Factor 1.0 Ct : Temperature Fac1 1.0 Cfu : Flat Use Factor 1 . O E : Modulus of Elasticity . . . x-x Bending y-y Bending Basic 1,700.0 1,700.0 Axial 1,700.0ksi Kf : Built-up columns Use Cr : Repetitive ? 1.0 ND$1532 No Minimum 620.0 620.0 Brace condition for deflection (buckling) along columns : Applied Loads Column self weight included : 45.894 lbs * Dead Load Factor AXIAL LOADS ... X-X (width) axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y (depth) axis: Unbraced Length for buckling ABOUT X-X Axis= 7 ft, K Service loads entered. Load Factors will be applied for calculations. RH-1: Axial Load at 7.0 ft, D = 9.570, Lr= 1.470, L = 8.180 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination 0.4885 : 1 +D+L Comp Only, fc/Fc' 0.0 ft Governing NOS Forumla Location of max.above base At maximum location values are . Applied Axial Applied Mx Applied My Fe : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results 17.796 k 0.0 k-ft 0.0 k-ft 1,204.24 psi 0.0: 1 +0.4767D 7.0 ft 0.0 psi 288.0 psi Maximum SERVICE Lateral Load Reactions .. Top along Y-'1 0.0 k Bottom along Y-Y 0.0 k Top along X->c 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y-Y 0.0 in at 0.0 ft above base for load combination : n/a Along X-X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Bending Compression Tun.si.9n M!;!xim!Jm Axisil + Bending Stress Rsitios Maxim!,lm Shear Rsi\ios Load Combination Co Cp Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.827 0.2847 PASS 0.0 ft 0.0 PASS 7.0 ft +D+L 1.000 0.803 0.4885 PASS 0.0ft 0.0 PASS 7.0 ft +D+Lr 1.250 0.741 0.2637 PASS 0.0ft 0.0 PASS 7.0 ft + D+O. 7 50Lr+O. 7 SOL 1.250 0.741 0.4010 PASS 0.0ft 0.0 PASS 7.0 ft +D+0.750L 1.150 0.766 0.3942 PASS 0.0ft 0.0 PASS 7.0 ft +1.123D 1.600 0.658 0.2262 PASS 0.0 ft 0.0 PASS 7.0 ft +1.093D+O. 750L 1.600 0.658 0.3485 PASS 0.0ft 0.0 PASS 7.0 ft +0.60D 1.600 0.658 0.1208 PASS 0.0ft 0.0 PASS 7.0 ft +0.4767D 1.600 0.658 0.0960 PASS 0.0ft 0.0 PASS 7.0 ft UC#: KW-06015197, Build:20.23.05.01 DESCRIPTION: POST@ RH-1 Maximum Reactions Load Combination D Only +D+L +D+Lr +D+0. 750Lr+0. 750L +D+0.750L +0.60D Lr Only L Only X-X Axis Reaction @Base @ Top Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection D Only 0.0000in +D+L 0.0000in +D+Lr 0.0000in +D+0. 750Lr+0. 750L 0.0000in +D+0.750L 0.0000in +0.60D 0.0000in Lr Only 0.0000in L Only 0.0000in Sketches 5.50 in Project Title: Engineer: Project ID: Project Descr: Chinquapin Garage AL 23218 6 Qualls Engineering Project File: Chinquapin Garage.ec6 (c) ENERCALC INC 1983-2023 k Y-Y Axis Reaction @Base @Top Axial Reaction @Base 9.616 17.796 11 .086 16.853 15.751 5.770 1.470 8.180 Note: Only non-zero reactions are listed. My -End Moments k-ft Mx -End Moments @ Base @Top @ Base @ Top Distance Max. Y -Y Deflection Distance 0.000ft 7[55~ 0.000ft 0.000ft 0.000 in 0 000ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft 0.000ft 0.000 in 0.000ft """"' 19220"- +X Qualls Engineering Structural Engineering Services 7 Project: Chinquapin Garage Sheet: Job#: 23218 Engineer: AL Date: Lateral Analysis Tributary Area (fi2) Level Component Weight (psi) Tributary Tributary Weight IWeight Length (ft) Height (ft) (lbs) (lbs) Roof 15 680 10200 Roof Deck 20 0 0 19,200 Exterior Wall 15 92 10.0 13 800 Interior Wall 7 60 10.0 4,200 Floor 20 725 14 500 3rd Floor Deck 20 485 9 700 45,475 Exterior Wall 15 124 10.0 18,600 Interior Wall 7 85 10.0 5,950 Floor&Deck 20 1,293 25,860 2nd Floor Roof 15 238 3 570 52,505 Exterior Wall 15 132 9.0 17,820 Interior Wall 7 60 9.0 3,780 .E: 117,180 C, (ASD) W (lbs) V (lbs) 0.126 117,180 14,745 Level W, (kips) h. (ft) w .h. k (k-ft) ~ V, (lbs) Area (fi2) V, (psi) I:(W.h.") Roof 19.2 29 557 0.29 4 336 680 6.4 3rd Floor 45.5 19 864 0.46 6 729 1 210 5.6 2nd Floor 52.5 9 473 0.25 3,680 1,531 2.4 I:: 1,893 .E: 14.3 C, X k 0.02 29 0.75 0.25 1.00 Wind Check Ps 13.7 North-South East-West Level Height (ft) Diaphragtn V, (psi) Depth (ft) Level . Diaphragtn V, (psi) Height (ft) Depth (ft) Roof Peak 33 --Roof Peak 33 -- Roof 29 21 5.9 Roof 29 46 2.7 3rd Floor 19 23 6.1 3rd Floor 19 66 2.1 2nd Floor 9 23 5.8 2nd Floor 9 66 2.0 .E: 17.8 .E: 6.8 Direction Governing Load North-South Wind I 17.8 osf East-West Seismic I 14.3 osf Qualls Engineering Structural Engineering Services Direction North-South Level Roof 3rdF1001: 2ndFloo-:: Controlling Load \X'ind Vx (pd) 5.9 6.1 S.S North-South Project: Chinguapin Garage Sheet: 8 Job#: 23218 Engineer: -=-AL=----------Date: LATERAL DESIGN V Grid Trib • .\.rea (ft1 VDirect VDi1.1ertly VOff~et Cumulative (lbs) Abo,•e (lbs) Above (lbs) (lbs) I.B 17.'.3 1,016 --1,016 I.B 247 l,509 1,016 2,525 I.B .'.343 1,9-91 2,525 4,516 Wall Le~ I ft) Level Grid Wallt Wall2 Total l\finimum V (plt) h:2w SWType Roof l.B 1 1 l 1,016 5.00 Esi.:tin2 SSW 31.1d Floor I.B 1.5 1.5 1.5 l,68.'.3 3.00 E.Ds tine: ss\X· 2nd Floor l.B 2 1.25 3.25 1.25 1,3B9' 3.60 E.DstingSS\\"24:X:9 &N•wSSW 15:X:9 EXISTING SSW 24x9 CAPACITY = 4,285# J NEW SSW 15x9 CAPACITY = 1,3 15# V TOTAL= 5,600 > 4,516 OVERTURNING: North-South 2nd Floor l.B N orth-South 2nd Floorl l.B L..-min ft 1.25 V (pli) 1,369 C (lbs) T (lbs) HD Add'lM..t ft-lbs 0 Capacity (lbs) l2,SOS 12,444 ss"Ov·-AB 1" 17,100 l\f..t ft-lbs 15,631 DCR 0.73 RoofTrib FloorTrib E...-.«Wall IntWall (ft) (ft) (ft) (ft) 1.33 9 l.\f«. ft-lbs 126 Qualls Engineering Structural Engineering Services FOUNDATION DESIGN Allowable Soils Bearing Capacity New /Existing Foundation design Project: Engineer: 1,500 psf b = 18 d = 24 Chinquapin Garage AL 18 24 2#4 Sheet: __ 9 __ _ Job#: 23218 Date: inch wide x inch deep footing with top and bottom J 1l::====== Allowable Max Line Load W ma.x = b X ASBP Allowable Max Point Load Pmax=bx2d xASBP Spread Footing Design = 2,250 plf = 9,000 lbs -2 A Pmax -b X SBP F2= 2 foot square footing with 3 # 4 each way @ btm Pmax = 6,000 lbs F2.5 = 2.5 foot square footing with 3 # 4 each way @ btm Pmax = 9,375 lbs F3= 3 foot square footing with 4 # 4 each way @ btm pmax = 13,500 lbs F3.5 = 3.5 foot square footing with 4 # 5 each way @ btm Pmax = 18,375 lbs F4= 4 foot square footing with 5 # 5 each way @ btm Pmax = 24,000 lbs FS = 5 foot square footing with 6 # 5 each way @ btm Pmax = 37,500 lbs MAX POINT LOADS: (RH-1 )L = 20,020# => (N) F4 (RH-1)R = 12,240# => (N) F3 OR SSW SPREAD FTG Qualls Engineering Structural Engineering -Services EW sn~fPSO "ST6224" STIUP NOT REQUIRED IF EXISTI G TOP PL\ TES ARE TO RE.l\-fAIN ABOVE EW VSL I lEADER C77372 Project: Chinquapin Garage Engineer: -=-AL=--------- 1.8 E POST Sheet: 1 / 1 Job#: 2321 8 Date: 9/23/24 r----------------------------------- (E) HGR I i-----;~ (E) CANT BEAM 11 ~----- ~ I !I 11 11~ I CD -(E) CANT. BEAM OST ) 6x6 POST "ECCQ" ~ (/) 6 -, ct'. 0 0 _J LL.. g en .... ._: !a zo <( -, (.) ct'. ~o W O _J LL.. I I I (/) .... (/) 6 -, ct'. 8 _J LL.. .... z <( (.) g ------------------=1._~·--- ~-., (E)HGR -----________ @ ___ _ t ----i Jir -(E)c Nr sEAM-~ (E) HGR S2.0 I PARTIAL SECOND FLOOR FRAMING PLAN