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HomeMy WebLinkAbout1982 LANCEWOOD LN; ; CBR2025-1450; PermitPrint Date: 12/10/2025 Building Permit Finaled Residential Permit CBR2025-1450Permit No: Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 1982 LANCEWOOD LN, CARLSBAD, CA 92009 BLDG-Residential 2550122000 $20,000.00 Work Class: Lot #: Project #: Alteration Status: Applied: Issued: 06/05/2025 08/07/2025 Finaled Close Out:10/06/2025R-3 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:10/06/2025Bedrooms:Construction Type:V-B Occupant Load: Code Edition: Sprinkled: INSPECTOR:Cornair, Brad REPLACE 3 WINDOWS AND 1 SLIDING GLASS EXTERIOR DOOR. (E-REVIEW)Description: Project Title: Applicant: SJD STUDIO SERGIO JIMENEZ 542 BROTHERTON RD ESCONDIDO, CA 92025-6454((61) 9) -757-8927 Contractor: Z-MAN CONSTRUCTION INC 1441 E TAYLOR ST VISTA, CA 92084-3309 (760) 814-7970 AMOUNTFEE BUILDING PLAN CHECK $79.30 SB1473 – GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION – RESIDENTIAL (SMIP)$2.60 WINDOWS/DOOR – RESIDENTIAL $122.00 Total Fees:$204.90 Total Payments To Date:$204.90 Balance Due:$0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 442-339-2719 ï 760-602-8560 f ï www.carlsbadca.gov Building Division Page 1 of 1 {"Cityof Carlsbad Page 1 of 4 rev 11/24 RESIDENTIAL BUILDING PERMIT APPLICATION B-1 FOR CITY USE ONLY Plan Check No.: _______________ PC Deposit: _______________ Date: _____________ This form shall be completed to initiate a residential building permit application. The building permit application is not a building permit. No work shall start until a building permit is duly issued. Job Address: Unit #: APN: Description of Work: Project Valuation: $______________ Is there an active code enforcement violation on this site? ☐ Y ☐ N Are Planning permits required?: ☐ Y ☐ N Case File Nos.: ___________________________________ Please indicate the type of application(s) requested and provide the applicable information: ☐ New SF: Living SF, . Deck SF, . Patio SF, . Garage SF, . Is this to create a new ADU/JADU? ☐ Y ☐ N. New fireplace? ☐ Y ☐ N. ☐Remodel:SF of affected area. Is the area a conversion or change of use? ☐ Y ☐ N. ☐Pool/Spa:SF. Additional Gas or Electrical Features? ☐ Solar: KW, Modules. Mounted: ☐ Roof ☐ Ground. Tilt: ☐ Y ☐ N. RMA: ☐ Y ☐ N. Battery: ☐ Y ☐ N. Panel Upgrade: ☐ Y ☐ N. Electric Meter Number: ☐Plumbing, Mechanical, Electrical: ☐Other: APPLICANT (PRIMARY CONTACT): Name: __________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ DESIGN PROFESSIONAL: Name: _________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ State License: ____________________________ PROPERTY OWNER: Name: _________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ CONTRACTOR: Name: _________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ CSLB License #: _______________Class:_______ City Business License #: ___________________ Billing Party: ☐ Applicant ☐ Property Owner ☐ Contractor ☐ Other: ________________ 1982 Lancewood Lane Window Replacement 20000 0 0 0 0 0 0 3 Window Replacement and 1 exterior door replacement Z-Man Construction 4040 Calle Plation #109 Oceanside CA 92056 760-814-7970 911082 B Travis@Z-Manconstruction.com BLOS1241459 La Costa Glen 1940 Levante St. Carlsbad CA 92009 Z-Man Construction 4040 Calle Plation #109 Oceanside CA 92056 760-814-7970 Travis@Z-Manconstruction.com ( City of Carlsbad ■ -- ■ ■ ■ Page 2 of 4 rev 11/24 The construction, addition, or alteration of buildings is governed by the California Contractors License Law (commencing with Business Professions Code section 7000). The law has an exemption that allows a person who is not a California Licensed Contractor to construct a single-family residential structure and engage in home improvements and repairs, provided they meet certain requirements. (Form B-61 provides information about the requirements that apply to Owner-Builders makes you aware of your responsibilities and possible risk you may incur by having a permit issued to an Owner-Builder.) Permits for multi-family projects are only to be issued to California Licensed Contractors. Refer to Form B-16 for other frequently asked questions. APPLICANT (PROPERTY OWNER, CONTRACTOR, OR AGENT) CERTIFICATIONS: CHECK EACH BOX ☐ I/We certify that I/we a legal right, interest, or entitlement to the use of the property that is the subject of this application. ☐ I/We understand that State law mandates the Applicant to provide an estimated value of all work proposed (B-29 form). I/We hereby certify the construction valuation provided is accurate and includes all proposed work such as all structural work, finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, labor costs, and all permanent equipment and systems. If the valuation is underestimated, the permit may be denied, unless the Applicant can show detailed estimates to meet the approval of the Building Official. ☐ If the Applicant is not the Property Owner, both the Property Owner and Applicant (authorized Contractor or authorized Agent of the Property Owner/Contractor) must sign below. By signing this declaration, the Property Owner authorizes the Applicant listed in this application to act as the Property Owner’s Agent on all matters before the city pertaining to development on this property. ☐ I/We understand that State law requires construction to be done by a Licensed Contractor and the Property Owner may apply for an Owner-Builder permit under an exemption from the law. ☐ A. If the Contractor is the Applicant, the License Contractor Declaration on page 4 must be completed. ☐ B. If the Applicant is an Owner-Builder, an Owner-Builder affidavit is required and must be submitted (Form B-61). The city will not issue a building permit until this form has been submitted. The License Contractor Declaration on page 4 does not need to be submitted. ☐ I/We have read this application form in its entirety and reviewed the building permit application and the information I/we have provided is true and correct to the best of our knowledge. Grade lines as shown on drawings accompanying this application are assumed to be correct. This certifies that the description of the project and all the plans and supporting documentation; including the location and labeling of all existing and proposed buildings, structures, access roads, and utilities and easements; are accurate in all material respects as of the date when made. I/We understand that it is my responsibility to ensure that statements and representations are not misleading. I/We agree to promptly remove, correct, or add information as needed to correct any misleading or materially inaccurate information. I/We understand that any misstatement or omission of the requested information or of any information subsequently requested might be grounds for rejecting the application, denying the application, suspending or revoking a permit issued on the basis of these or subsequent representations, or for the seeking of such other and further relief as deemed appropriate by the City of Carlsbad. ☐ If a digital submittal is made or required, I/we certify that the submittal package includes digital files that follow the city’s electronic submissions standards.) Failure to submit correctly formatted electronic files may result in the submittal being returned, which will delay intake and/or review. 4 4 4 4 4 4 □ □ □ □ □ □ Page 3 of 4 rev 11/24 ☐ I/We certify that I am (we are) aware of all permit requirements and will not willfully deviate from the approved plan. I/We agree to comply with all applicable city and county ordinances and state laws relating to building construction. I/We assume full responsibility for the satisfactory completion of all work authorized under the permit(s), including work performed prior to assuming control. ☐ After construction begins, I/we understand that a height certification, pad certification, or boundary certification may need to be submitted to the Building Inspector, when required. ☐ I understand that a building permit application will expire If a permit has not been issued/obtained within one year from the application date (original filing date), unless an extension of time has been granted (Form B-25). With some limited exceptions, if a building permit application expires and there is interest in proceeding with the same project, a new application will be required and the project will be subject to new fees and regulations that are in effect at the time the new application is submitted. ☐ After submitting the application, the Billing Party designated as part of the application will be sent future city invoices for above referenced building permit(s). I understand that if a permit fee or development impact fee refund is issued, the check will be mailed to the financial responsible party (the actual person or company that paid the invoice). If the information on file for the financially responsible party is outdated or inaccurate, it must be corrected before the refund can be sent. Form B-49B may be completed to update the financially responsible party’s contact information. ☐ I/We agree to waive, release, and discharge the City of Carlsbad ("City") and its officers, elected or appointed officials, employees, volunteers and agents (the "Indemnified Parties") from all claims and demands, rights and causes of action of any kind with respect to the building permit application, the purpose of which is to challenge, attack set aside, void, modify, or annul the approval or denial of the application, or the processing thereof, except liability caused by the Indemnified Parties’ sole negligence or willful misconduct, in which case the indemnity received by the city shall be reduced by the amount: (a) that the city’s active negligence contributed to the liability on a comparative basis; or (b) such other amount as may be required by law. This obligation is effective without reference to the existence or applicability of any insurance coverages which may have been required by city or any additional insured endorsements which may extend to Indemnified Parties. Property Owner(s) and Applicant, on behalf of themselves and all parties claiming under or through them, waive all rights of subrogation and contribution against the Indemnified Parties while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed, regardless of any prior, concurrent or subsequent passive negligence by the Indemnified Parties. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and accept all terms set forth herein. (This section must be signed by both parties if not the same individual.) _______________________________________________ Date:______________________ Signature of Property Owner _______________________________________________ Date:______________________ Signature of Applicant 4 4 4 4 4 □ □ □ □ □ CONTRACTOR CERTIFICATIONS: CHEO: EACH BOX License Contractor Declarations I hereby affirm under penalty of perjury that I am a licensed under provisions of Chapter 9 (commencing with section 7000) of Division 3 of the Business and Professions Code, and the license is in full force and effect. WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL AN D SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000}, IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. Place a check mark next to the declaration regarding the workers' compensation coverage that applies. Check only one (A}, (B), or (C}: 0 A. I have and will maintain a certificate of consent to self-insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Sect ion 3700 of the Labor Code, for the performance of the work for which this permit Is issued. IE B. I have and will maintain workers' compensation insurance, 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: D C. 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, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forth with comply with those provisions. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Civil Code section 3097}. If not using a construction lending agency write N/A: Lender: _________________ _ I understand that I will need a current Carlsbad business license to obtain the building permit. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and accept erms set forth herein. FOR crrY USE ONLY Receipt Acknowledgement: ___________ _ Date: ----------BUILDING STAFF Page 4 of4 rev 11/24 Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2025-1450) BLDG-Residential 06/05/2025Application Date:Permit Type:Owner: Alteration 08/07/2025Work Class:Issue Date:Subdivision:CARLSBAD TCT#92-08 GREEN VALLEY 03/23/2026Expiration Date:Status: IVR Number: 64045 Closed - Finaled 1982 LANCEWOOD LN CARLSBAD, CA 92009 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 08/21/2025 08/21/2025 BLDG-14 Frame/Steel/Bolting/We lding (Decks) 293721-2025 Passed Brad Cornair Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 08/27/2025 08/27/2025 BLDG-13 Shear Panels/HD (ok to wrap) 294152-2025 Passed Brad Cornair Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 08/28/2025 08/27/2025 BLDG-34 Rough Electrical 294151-2025 Passed Brad Cornair Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 09/23/2025 09/23/2025 BLDG-17 Interior Lath/Drywall 296298-2025 Partial Pass Brad Cornair Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency Partial pass need to verify solar heat gain values on slider prior to covering. Yes BLDG-18 Exterior Lath/Drywall 296299-2025 Partial Pass Brad Cornair Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 10/06/2025 10/06/2025 BLDG-Final Inspection 297417-2025 Passed Brad Cornair Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Structural Final Yes Wednesday, December 10, 2025 Page 1 of 1 {cityof Carlsbad True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 July 28, 2025 City of Carlsbad City of Carlsbad – FINAL REVIEW Community Development Department - Building Division City Permit No: CBR2025-1450 1635 Faraday Ave. True North No.: 25-018-597 Carlsbad, CA 92008 Plan Review: Window and Sliding Door Replacement Address: 1982 Lancewood Ln, Applicant Name: Z-Man Construction Applicant Email: travis@z-manconstruction.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3 Occupant Load: N/A Type of Construction: V-B Sprinklers: N/A Stories: 1 Area of Work (sq. ft.): N/A sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, 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. Drawings: Electronic copy dated April 8, 2025, by SJD Studio. 2. Structural Calculations: Electronic copy dated May 14, 2025, by ARCE. 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 our review. Please note that our review has been completed and we have no further comments. 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: Jesse Sanchez - Plans Examiner .JTrue North ~ COMPLI ANCE SERV ICES True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 June 20, 2025 City of Carlsbad City of Carlsbad– FIRST REVIEW Community Development Department - Building Division City Permit No: CBR2025-1450 1635 Faraday Ave. True North No.: 25-018-597 Carlsbad, CA 92008 Plan Review: Window and Sliding Door Replacement Address: 1982 Lancewood Ln, Carlsbad CA Applicant Name: Z-Man Construction Applicant Email: travis@z-manconstruction.com True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated June 19, 2025, by SJD Studio. 2. Structural Calculations: Electronic copy dated May 14, 2025, by ARCE. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Jesse Sanchez - Plans Examiner True orth '/. COMPLIANCE SERVICES Window and Sliding Door Replacement City of Carlsbad– FIRST REVIEW 1982 Lancewood Ln City Permit No.: CBR2025-1450 June 19, 2025 True North No.: 25-018-597 Page 2 Plan Review Comments ELECTRONIC - RESUBMITTAL INSTRUCTIONS: Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Corrected sets can be submitted as follows: · Email the revised plans and comment response letter(s) to building@carlsbadca.gov for continued review. o Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer’s stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. If you have any questions regarding the comments below, please contact Jesse Sanchez via email jesses@tncservices.com or telephone (562) 733-8030. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: R-3 Occupant Load: N/A Type of Construction: V-B Sprinklers: N/A Stories: 1 Area of Work (sq. ft.): N/A sq. ft. ARCHITECTURAL COMMENTS: A1. Please complete Step 1 of the construction waste management plan Form B-59. Window and Sliding Door Replacement City of Carlsbad– FIRST REVIEW 1982 Lancewood Ln City Permit No.: CBR2025-1450 June 19, 2025 True North No.: 25-018-597 Page 3 STRUCTURAL COMMENTS: S1. Please include Simpson Strong-Wall detail sheet into the plan set. If you have any questions regarding the above comments, please contact Jesse Sanchez via email jesses@tncservices.com or telephone (562) 733-8030. [END] HDR. (RH-1) RJS Inspection Project Name: ___ L_a_n_c_e_w_o_o_d_R_e_m_o_d_e_l ------------Page:_~1 __ of _~1-Report#:'------- ProjectAddrcss:. __ 1_9_8_2_La_n_c_e_w_o_o_d_L_n_, _c_a_rl_s_b_a_d_9_2_0_0_9 ____ _ Permit #: __ C_B_R_2_0_2_5_-_14_5_0 _______ _ Architect: ____ S_J_D_S_tu_d_i_o _______________ _ File#: _______________ _ Enginecr: ____ A_R_C_E _________________ _ DSA #: _______________ _ Contraccor: ____ Z_M_a_n_C_o_n_s_tr_u_c_ti_o_n ____________ _ Other:. _______________ _ INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTIOM INSPECTION CHECKLIST --Structural Stael --H.S. Bolts -----H.S. Bolts __ Plans/Specs __ Masonry --Prisms -----Cone. PSI --Clearances Concrete Mortar/Grout Grout PSI Positions -----------__ Fireproofing --Cone. Cylinders -----Mortar PSI --Sizes _X_ Epoxy --Fireproof -----Steel __ Laps Other: Other: Elecc./Wire Consolidation ----------- --Other: --Other: -----Fireproof __ Torque Ft. Lbs: Other: Other: Other: Other: -----------Other: Other: Other: Other: ----------- Arrived on site to provide continuous special inspection during the epoxy reinforcing steel dowel installation at new to existing foundation connections on grid line 1 at B and C. #4 dowels were placed at 8" on center to a minimum embedment of 6" per SD2 detail 3. Contractor used Simpson SET 3G, lot# 1000543979, expires 06/13/27 and is placed in compliance with ESR 4057. Verified hole depth, diameter and cleanness. Observed the epoxy injection and dowel installation In accordance with the manufacturer instructions. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control, I hereby certify that I have observed to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. so 11cc .11n , 1 . A Inspector: Michael Vidovich Cert:1262 I 8292714 f V LA.I\ V./t-J\ 8/11/25 Signature Date lnsp. Darn: . Day I: . Day 2: .Day 3: . Day 4: • Day 5: Time Stare: 4 hrs Time Stop: Approved By: __________________ _ Project Superintendent Architectural Engineering Services 11336 Penanova Street 858.215.1425 Structural Engineering Services San Diego, CA 92129 BSchimmel@ARCEServices.com STRUCTURAL CALCULATIONS First Submittal PROJECT INFORMATION Project Name: Lancewood Remodel Project Address: 1982 Lancewood Lane Carlsbad, CA 92009 Project Number: 25.029.01 Project Date: 5/14/25 Bob Schimmel 2025.05.14 15:41:35-07'00' THESE PLANS/DOCUMENTS HAVE BEENREVIEWED FOR COMPLIANCE WITH THEAPPLICABLE CALIFORNIA BUILDING STANDARDSCODES AS ADOPTED BY THE STATE OFCALIFORNIA AND AMENDED BY THEJURISDICTION. PLAN REVIEW ACCEPTANCE OFDOCUMENTS DOES NOT AUTHORIZECONSTRUCTION TO PROCEED IN VIOLATION OFANY FEDERAL, STATE, NOR LOCAL REGULATION. BY: _________________ DATE: ________________ True North Compliance Services, Inc. THIS SET OF THE PLANS AND SPECIFICATIONSMUST BE KEPT ON THE JOB SITE AT ALL TIMESAND IT IS UNLAWFUL TO MAKE ANY CHANGESOR ALTERATIONS WITHOUT PERMISSION FROMTHE CITY. OCCUPANCY OF STRUCTURE(S) ISNOT PERMITTED UNTIL FINAL APPROVAL ISGRANTED BY ALL APPLICABLE DEPARTMENTS. Jesse Sanchez 7/28/25 E Architectural Engineering Services Structural Engineering with an emphasis on Architecture NO. 59217 EXP. 06/30/25 GRAVITY LOADS TABLE OF CONTENTS 5/14/25Project Name:Date: 25.029.01 SEISMIC LOADS WIND LOADS REDUNDANCY 14 - LATERAL ANALYSIS VERTICAL ANALYSIS FOUNDATION ANALYSIS RETAINING WALL ANALYSIS Perform structural analysis for a remodel to an existing 1 story wood framed residence with roof trusses and a slab on-grade foundation. SCOPE OF WORK Page 3 4 - 2 - NOTES AND SCHEDULES DESIGN CRITERIA 8 13 Lancewood Remodel Project #: - Page 1 ARCE Architectural Engineering Services Structural Engineering with an emphasis on Architecture - - EXISTING SOIL PER CBC TABLE 1806.2 (UON) SOILS REPORT DATE:- psf1500 35 50 250 0.25 120 pcf pcf SOILS REPORT COMPANY: SOILS REPORT NUMBER: pcf pcf SOIL DENSITY: ALLOWABLE BEARING PRESSURE: ACTIVE SOIL PRESSURE: AT-REST SOIL PRESSURE: PASSIVE SOIL PRESSURE: COEFFICIENT OF FRICTION: SPECIAL INSPECTION REQUIRED SOIL: GLUED LAMINATED TIMBERS:FABRICATED IN ACCORDANCE WITH AITC A190.1 DOUGLAS FIR INDUSTRIAL GRADE WOOD AND EXTERIOR GLUE. 24DF-V8 (UON) EPOXY:IN CONCRETE: 'SIMPSON STRONG-TIE SET-3G' EPOXY (ESR #4057). IN MASONRY: 'SIMPSON STRONG-TIE SET-3G' EPOXY (ESR #4057). 'iLEVEL' OR AN ENGINEER APPROVED EQUAL. MANUFACTURED LUMBER: WELDING: ALL WELDS TO BE E70 SERIES. SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP. FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION. SAWN LUMBER:DOUGLAS FIR-LARCH 5/14/25Project Name:Date: Lancewood Remodel Project #:25.029.01 CONCRETE: MASONRY: GROUT: STRUCTURAL BOLTS: ALL OTHERS: Fy = 36ksi, ASTM A36 STRUCTURAL STEEL: REINFORCING STEEL:#3 AND SMALLER, GRADE 40, ASTM A615 #4 AND LARGER, GRADE 60, ASTM A615 f'c = 2000psi, ASTM C476 f'c = 2500psi, TYPE M, ASTM C270 CBC CHAPTER 21 TMS 402-16, TMS 602-16 NDS-2018 CBC CHAPTER 23 CBC CHAPTER 22 AISI S100-16 2022 CBC / ASCE 7-16 GOVERNING CODES DESIGN CRITERIA MORTAR:f'c = 1800psi, TYPE S, ASTM C270 CONCRETE: MASONRY: STEEL: WOOD: f'c = 2500psi, NO SPECIAL INSPECTION REQUIRED (UON) f'm = 2000psi, NORMAL WEIGHT, ASTM C90 SPECIAL INSPECTION REQUIRED CBC CHAPTER 19 ACI 318-19 SDPWS-15 AISC 360-16, AISC 341-16, AISC 358-16 BOLTS: ASTM A307, GRADE A WELDING SHALL CONFORM TO AWS D1.1 EPOXIED THRD'D RODS INTO CONCRETE: ASTM F1554, GRADE 36 HIGH STRENGTH BOLTS: ASTM A325, SPECIAL INSPECTION REQ'D ALL BARS TO BE WELDED, GRADE 60, ASTM A706 W SHAPES: Fy = 50ksi, ASTM A992 HSS SHAPES: GRADE B, Fy = 46ksi, ASTM A500 STEEL PIPES: GRADE B, Fy = 35ksi, ASTM A53 ANCHOR BOLTS & THRD'D RODS: ASTM F1554, GRADE 36 Page 2 ARCE Architectural Engineering Services Structural Engineering with an emphasis on Architecture 4 :12 :12 Insulation Insulation WALL 25.029.01 Total Dead Load Live Load (psf) Total Load (psf) Framing Sheathing Roofing Material Dead Loads (psf) 5/8" Plywd. Roof Trusses ROOF 2.00 3.00 Concrete Tile Sloped Roof GRAVITY LOADS 5/14/25 MAIN HOUSE Lancewood Remodel Project Name:Date: Project #: 10.00 2.505/8" Gyp. Board Insulation Ceiling Material Miscellaneous Other (Elec., Mech.,) Ceiling Material 2.00 Dead Loads (psf) Framing Flooring Material 20 20 40 Framing Ceiling Material Dead Loads (psf) Flooring Material Sheathing Total Load (psf) Total Live Load (psf) Total Dead Load Miscellaneous Insulation Sheathing Other (Elec., Mech.,) Miscellaneous Total Dead Load Conc. Topping Insulation Conc. Topping Total Load (psf) Live Load (psf) 10.00 5/8" Gyp. Board 2.50 2x4's 1.00 Total Load 16 Wall Loads (psf)Exterior Wall Interior Wall 2.50 Studs/Insulation 2x6's 2.00 Other (Elec., Mech.,) Exterior Finish Stucco Other (Plywd.,etc.) 3/8" Plywd. 1.50 3/8" Plywd. 1.50 Interior Finish 5/8" Gyp. Board 2.50 5/8" Gyp. Board 8 Page 3 ARCE Architectural Engineering Services Structural Engineering with an emphasis on Architecture ______ I I..___ ___ ____. ------------------------------1----------------i--------1----------------i--------1----------------i--------1------------,--------------------------------------·------------------------·------------------------·------------------------·------------·--------------------------------------·------------------------·------------------------·------------------------·------------·-------- 25.029.01 - - 160 100 10.00 10.00 *** ALLOWABLE STRESS DESIGN*** SDS=0.84 *** SEE SEIMIC LOAD DISTRIBUTION SHEET FOR NON-FACTORED STORY LOAD*** - Area (sqft) Length (ft) - - - - -- - Total Story Area (sqft) - Total Story Load (kips) - - - 4000 Diaphragm Load (psf) 0.00 *** SEE SEIMIC LOAD DISTRIBUTION SHEET FOR NON-FACTORED STORY LOAD***7.3 2000 2.56 -- - - - LEVEL - - - *** ALLOWABLE STRESS DESIGN*** Plate Height (ft) Weight (lbs) - - - - - - - - - - - -- ---- - - - - *** ALLOWABLE STRESS DESIGN*** - -- LEVEL - - Total -- -- -- -- Dead Load (psf) 0.00 *** SEE SEIMIC LOAD DISTRIBUTION SHEET FOR NON-FACTORED STORY LOAD*** Diaphragm Load (psf) Total Story Area (sqft) Story Load (kips) Weight (lbs)Area (sqft) Length (ft) Plate Height (ft) -- - - -- -- ---- 5/14/25 MAIN HOUSE Project Name: Story Load (kips) 12800 - - 16 40000 Dead Load (psf) 568002000 Diaphragm Load (psf) Total Story Area (sqft) Total - LEVEL ROOF 20 Plate Height (ft)Length (ft)Area (sqft)Weight (lbs) SEISMIC LOADS 2000Sloped Roof Dead Load (psf) - Lancewood Remodel Project #: Date: Exterior Wall Interior Wall - - - - 8 - - Page 4 ARCE Architectural Engineering Services Structural Engineering with an emphasis on Architecture ______ I I..___ ___ ____. ------------------------------,----------------- ------------------------------,----------------- ------------------------------,----------------- ASCE 7-16 Seismic Base Shear LIC# : KW-06016195, Build:20.25.04.16 Architectural Engineering Services (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Seismic Base Shear Analysis 11336 Penanova Street San Diego, CA 92129 858.215.1425 bschimmel@arceservices.com Project File: 25.029.01.ec6 Project Title:Lancewood RemodelEngineer:Project ID:25.029.01Project Descr: Risk Category ASCE 7-16, Page 4, Table 1.5-1 Calculations per ASCE 7-16 "II" : All Buildings and other structures except those listed as Category I, III, and IV Risk Category of Building or Other Structure : Seismic Importance Factor =1 ASCE 7-16, Page 5, Table 1.5-2 Specific Description: USER DEFINED Ground Motion ASCE 7-16 11.4.2 Max. Ground Motions, 5% Damping : S =1.047 Longitude =0.000 deg West S Latitude =0.000 g, 0.2 sec response deg North S 0.37801 g, 1.0 sec response= Conforms to ASCE 7 Section 12.8.1.3: Regular structure with period of 0.5 s or less, SDS limited to max of 0.7*SDS or 1.0 for calculation of Cs. For the closest datapoint grid location . . . Site Class, Site Coeff. and Design Category Classification:ASCE 7-16 Table 20.3-1"D" : Shear Wave Velocity 600 to 1,200 ft/sec =D Site Coefficients Fa & Fv ASCE 7-16 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fa =1.20 Fv =1.92 Maximum Considered Earthquake Acceleration ASCE 7-16 Eq. 11.4-1S = Fa * Ss 1.256=MSS = Fv * S1 =0.727M1 ASCE 7-16 Eq. 11.4-2 Design Spectral Acceleration ASCE 7-16 Eq. 11.4-3S = S * 2/3 =0.838DSMS =0.484 ASCE 7-16 Eq. 11.4-4S = S * 2/3D1M1 Seismic Design Category ASCE 7-16 Table 11.6-1 & -2=D (By Default per 11.4.3) Resisting System ASCE 7-16 Table 12.2-1 Basic Seismic Force Resisting System . . .Bearing Wall Systems 15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance. NOTE! See ASCE 7-16 for all applicable footnotes. Building height Limits :Response Modification Coefficient " R "=6.50 Category "A & B" Limit:No LimitSystem Overstrength Factor " Wo "=2.50 Category "C" Limit:No LimitDeflection Amplification Factor " Cd "=4.00 Category "D" Limit:Limit = 65 Category "E" Limit:Limit = 65 Category "F" Limit:Limit = 65 Lateral Force Procedure ASCE 7-16 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8 Use ASCE 12.8-7Determine Building Period Structure Type for Building Period Calculation :All Other Structural Systems " Ct " value 0.020= " x " value " hn " : Height from base to highest level =25.0 ft " Ta " Approximate fundemental period using Eq. 12.8-7 : 8.000"TL" : Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 sec Ta = Ct * (hn ^ x) =0.224 0.75 sec = Building Period " Ta " Calculated from Approximate Method selected=0.224 Page 5 ARC1E Architectural Engineering Services Structural Engineering with an emphasis on Architecture ASCE 7-16 Seismic Base Shear LIC# : KW-06016195, Build:20.25.04.16 Architectural Engineering Services (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Seismic Base Shear Analysis 11336 Penanova Street San Diego, CA 92129 858.215.1425 bschimmel@arceservices.com Project File: 25.029.01.ec6 Project Title:Lancewood RemodelEngineer:Project ID:25.029.01Project Descr: " Cs " Response Coefficient ASCE 7-16 Section 12.8.1.1 S : Short Period Design Spectral ResponseDS =0.8380.838 From Eq. 12.8-2, Preliminary Cs =0.129 Upper limit on SDS =1.000 SDS used for CS calc =0.838 " R " : Response Modification Factor =6.500 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed 0.333= " I " : Seismic Importance Factor =1 From Eq. 12.8-5 & 12.8-6, Cs not be less than =0.037 =Cs : Seismic Response Coefficient 0.1289User has selected ASCE 12.8.1.3 : Regular structure, Less than 5 Stories and with T <<= 0.5 sec, SO Ss <= 1.5 for Cs calculation Seismic Base Shear ASCE 7-16 Section 12.8.1 W ( see Sum Wi below ) =56.80 kCs =0.1289 from 12.8.1.1 Seismic Base Shear V = Cs * W =7.32 k Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3 " k " : hx exponent based on Ta =1.00 Table of building Weights by Floor Level... Wi : Weight Hi : Height (Wi * Hi^k)Cvx Fx=Cvx * V Sum Story Shear Sum Story MomentLevel # 1 56.80 10.00 568.00 1.0000 7.32 7.32 0.00 Sum Wi =56.80 k Total Base Shear =7.32 k Base Moment = 568.00 k-ftSum Wi * Hi = 73.2k-ft Diaphragm Forces : Seismic Design Category "B" to "F"ASCE 7-16 12.10.1.1 Level #Wi Fi Fpx : MaxFpx : CalcdSum Fi Sum Wi Fpx Dsgn. ForceFpx : Min 1 56.80 7.32 7.32 56.80 7.32 9.52 19.03 9.52 9.52 Wpx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Weight at level of diaphragm and other structure elements attached to it. Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Sum of "Lat. Force" of current level plus all levels above 0.20 * S * I * WpxMIN Req'd Force @ Level . . . . . . . . . .DS DSMAX Req'd Force @ Level . . . . . . . . . .0.40 * S * I * Wpx Fpx : Design Force @ Level . . . . . . . . . .Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Page 6 ARC1E Architectural Engineering Services Structural Engineering with an emphasis on Architecture Page 7 \ Google \ \ \ \ \ ' \ I I 1 1 1 I I o ' ~q, ~o .s::: 1 OS HPD Monarch Villas 9' ~ 0 0) a. ~ i 0) -st Le'-'~t'\te Map data ©2025 psf psf Uplift from Above (lbs) -354Uplift (lbs) TOTAL UPLIFT (lbs) X SEE FORCE-TRANSFER SHEARWALL ANALYSISSHEARWALL TYPE PER PLAN SHEARWALL TYPE PER PLAN HOLDOWN TYPE PER PLAN - 0 Concentrated DL (lbs) CDL Moment Arm (ft) Partial Tributary DL (plf) Start Distance End Distance Height (ft) Weight (psf) Tributary DL (plf) SEISMIC LOAD 0 WIND LOAD 0F =[(Vx*At)/2+Loadn*Offsetn]*ρ (lbs)P = (Wx*Ll + Wy*Lr)/2+Loadn*Offsetn (lbs) WALL INPUT Shearwall 1 Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5 Length (ft) ADDITIONAL LOAD Seis. Wind Seis. Wind Seis. Wind Seis. Wind Seis. Wind Load (lbs) Offset SEISMIC AREA (sqft)Left Right WIND PROJECTION Force (lbs) Length (ft) Grid Line GRID LINE Left Right Vx = 2.56 GRID LINES None None N/A - HOLDOWN TYPE PER PLAN ---- SHEARWALL LOAD (plf)15 Overturning Moment (ft-lbs) 1922 Resisting Moment (ft-lbs) 6526 Concentrated DL (lbs) CDL Moment Arm (ft) WALL OUTPUT (ASD)Seis. Wind Seis. Wind Seis. Wind Seis. Wind Seis. Wind Partial Tributary DL (plf) Start Distance End Distance Height (ft)10.00 Weight (psf)16 Tributary DL (plf) SEISMIC LOAD 192 WIND LOAD 0F =[(Vx*At)/2+Loadn*Offsetn]*ρ (lbs)P = (Wx*Ll + Wy*Lr)/2+Loadn*Offsetn (lbs) WALL INPUT Shearwall 1 Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5 Length (ft)13.00 SEISMIC AREA (sqft)Left Right WIND PROJECTION Force (lbs) 150 Length (ft) ADDITIONAL LOAD Seis. Wind Seis. Wind Seis. Wind Seis. Wind Seis. Wind Load (lbs) Offset Grid Line LATERAL ANALYSIS ROOF ρ = 1.0 GRID LINE A Left Right Vx = 2.56 GRID LINES None None Project Name: Lancewood Remodel Date: Project #:25.029.01 5/14/25 WALL OUTPUT (ASD)Seis. Wind Seis. Wind Seis. Wind Seis. Wind Seis. Wind Overturning Moment (ft-lbs) Resisting Moment (ft-lbs) Uplift (lbs) ---- Uplift from Above (lbs) SHEARWALL LOAD (plf) TOTAL UPLIFT (lbs) Page 8 ARCE Architectural Engineering Services Structural Engineering with an emphasis on Architecture ______ 1 _1 __ 9-----+-------1 f----------------~----------------~----------------1 1-----------------~ _______ J _________ ~ _______ J ________ ~ _______ J ________ ~ _______ J ________ ~ _______ J ________ I ____ l~I I I I •--------------------I--------------------•-------.---------•-------.--------•-------.--------•-------.--------•-------.--------• ·--------------------J.. ____________________ ·-------J _________________ J ________________ J ________________ J ________________ J ________ . i i i i i ·------------------------------------------·-------◄---------·-------◄--------·-------◄--------·-------◄--------·-------◄--------· I I I I I ·------------------------------------------·-------➔---------·-------➔--------·-------➔--------·-------➔--------·-------➔--------· I I I I I ·------------------------------------------·-------◄---------·-------◄--------·-------◄--------·-------◄--------·-------◄--------· I I I I I I I I I I I I I I I ·------------------------------------------·-------➔---------·-------➔--------·-------➔--------·-------➔--------·-------➔--------· I I I I I ~ ~ ~ ~ ~ □ D □ □ □ □ 9-----+-------1 f----------------~----------------~----------------1 1-----------------~------L-------~-------L-----~-------L-----~-------L-----~-------L-----1 ____ l~I I I I i ·--------------------~--------------------i i i i i ·-------~---------·-------~--------·-------~--------·-------~--------·-------~--------· i i i i i ·-------J---------·-------J--------·-------J--------·-------J--------·-------J--------· I I I I I I I I I I ·-------,---------·-------,--------·-------,--------·-------,--------·-------,--------· I I I I I ·-------J---------·-------~--------·-------~--------·-------~--------·-------~--------· I I I I I I I I I I i i i i i I I I I I ·-------,---------·-------,--------·-------,--------·-------,--------·-------,--------· I I I I I ! ! ! ! ! □ D □ □ □ □ Date:5/14/2025 V 192 lbf Opening 1 1.25-0.125h/bs L1 2.50 ft ha 2.00 ft Adj. Factor L2 2.50 ft ho 5.00 ft P1=ho/L1=2.00 N/A hwall 9.50 ft hb 2.50 ft P2=ho/L2=2.00 N/A Lwall 13.00 ft Lo1 8.00 ft 1. Hold-down forces: H = Vhwall/Lwall 140 lbf 6. Unit shear beside opening 38 plf 2. Unit shear above + below opening 38 plf 31 plf 192 lbf OK 3. Total boundary force above + below openings 7. Resistance to corner forces First opening: O1 = va1 x (Lo1) = 249 lbf R1 = v1*L1 =96 lbf R2 = v2*L2 =96 lbf 4. Corner forces F1 = O1(L1)/(L1+L2) = 125 lbf 8. Difference corner force + resistance F2 = O1(L2)/(L1+L2) = 125 lbf R1-F1 =-29 lbf R2-F2 =-29 lbf 5. Tributary length of openings T1 = (L1*Lo1)/(L1+L2) = 4.00 ft 9. Unit shear in corner zones T2 = (L2*Lo1)/(L1+L2) = 4.00 ft vc1 = (R1-F1)/L1 =-11 plf vc2 = (R2-F2)/L2 =-11 plf Check Summary of Shear Values for One Opening Line 1: vc1(ha+hb)+v1(ho)=H?-52 192 140 lbf Line 2: va1(ha+hb)-vc1(ha+hb)-v1(ho)=0?140 -52 192 0 Line 3: va1(ha+hb)-vc2(ha+hb)-v1(ho)=0?140 -52 192 0 Line 4: vc2(ha+hb)+v2(ho)=H?-52 192 140 lbf 38 plf TYPE 1 125 lbf CS16 140 lbf 15 plf ROOF *The Design Summary assumes that the shear wall is designed as blocked. 4-Term Deflection 4-Term Story Drift % Project Information: Project Name:Lancewood Remodel Project #:25.029:01 Grid Line:A Level: Req. HD Force (H) Design Summary* Check v1*L1+v2*L2=V? Req. Sheathing Capacity 3-Term Deflection Req. Strap Force 3-Term Story Drift % First opening: va1 = vb1 = H/(ha+hb) = OneOpen Shear Wall Calculation Variables v1 = (V/L)(L1+T1)/L1 = v2 = (V/L)(T2+L2)/L2 = Adj. Factor Method = Req. Shear Wall Anchorage Force (vmax) Wall Pier Aspect Ratio NONE Page 9 ARCE Architectural Engineering Services Structural EngineeringwithanemphasisonArchitecture V(lb) Ll (ft) ~ N . C ::, Lol(ft) Lw.,lftl "' . C ::, L2(ft) "' . C ::, ~~~~~~~~~~~~~l H(lb) vm.. H(lb) ,':'. ] ,!! ,':'. j J "' ' l psf psf WALL OUTPUT (ASD)Seis. Wind Seis. Wind Seis. Wind Seis. Wind Seis. Wind WindSeis.Wind SHEARWALL TYPE PER PLAN 1 HOLDOWN TYPE PER PLAN ----- SHEARWALL LOAD (plf)56 0 Uplift (lbs)166 Uplift from Above (lbs) Concentrated DL (lbs) CDL Moment Arm (ft) TOTAL UPLIFT (lbs)N/A Resisting Moment (ft-lbs) 950 Height (ft)10.00 Weight (lbs)16 Tributary DL (plf)120 Partial Tributary DL (plf) Start Distance End Distance Length (ft)3.75 Seis. Wind Seis. Wind Load (lbs) Offset SEISMIC LOAD 192 WIND LOAD 0F =[(Vx*At)/2+Loadn*Offsetn]*ρ (lbs)P = (Wx*Ll + Wy*Lr)/2+Loadn*Offsetn (lbs) WALL INPUT Shearwall 1 Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5 GRID LINE 2 Left Right Vx = 2.56 GRID LINES None None ADDITIONAL LOAD Seis. Wind Seis. Wind Seis. Wind TOTAL UPLIFT (lbs) SHEARWALL LOAD (plf)N/A N/A N/A N/A 6 - - SEISMIC AREA (sqft)Left Right WIND PROJECTION Force (lbs) 150 Length (ft) Grid Line - SHEARWALL TYPE PER PLAN X SEE PRE-FABRICATED SHEARWALL ANALYSIS HOLDOWN TYPE PER PLAN 6 Seis.WALL OUTPUT (ASD) Overturning Moment (ft-lbs) Resisting Moment (ft-lbs) Seis.WindSeis.WindSeis.Wind Uplift (lbs) Uplift from Above (lbs) Partial Tributary DL (plf) Start Distance End Distance Concentrated DL (lbs) CDL Moment Arm (ft) SEISMIC LOAD 576 WIND LOAD 0F =[(Vx*At)/2+Loadn*Offsetn]*ρ (lbs)P = (Wx*Ll + Wy*Lr)/2+Loadn*Offsetn (lbs) WALL INPUT Shearwall 1 Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5 Length (ft)1.00 1.00 Height (ft)10.00 10.00 Weight (lbs)25 25 Tributary DL (plf)80 80 Offset GRID LINES None None SEISMIC AREA (sqft)Left Right WIND PROJECTION Force (lbs) 450 Length (ft) Grid Line LATERAL ANALYSIS ROOF ρ = 1.0 GRID LINE 1 Left Right Vx = 2.56 ADDITIONAL LOAD Seis. Wind Seis. Wind Seis. Wind Seis. Wind Seis. Wind Load (lbs) Project Name: Lancewood Remodel Project #:25.029.01 Date:5/14/25 Overturning Moment (ft-lbs) 1572 Page 10 ARCE Architectural Engineering Services Structural Engineering with an emphasis on Architecture ______ 1 _1 __ 9-----+-------1 f----------------~----------------~----------------1 1-----------------~ _______ J _________ ~ _______ J ________ ~ _______ J ________ ~ _______ J ________ ~ _______ J ________ I ____ l~I I I I •--------------------I--------------------•-------.---------•-------.--------•-------.--------•-------.--------•-------.--------• ·--------------------J.. ____________________ ·-------J _________________ J ________________ J ________________ J ________________ J ________ . i i i i i ·------------------------------------------·-------◄---------·-------◄--------·-------◄--------·-------◄--------·-------◄--------· I I I I I ·------------------------------------------·-------➔---------·-------➔--------·-------➔--------·-------➔--------·-------➔--------· I I I I I ·------------------------------------------·-------◄---------·-------◄--------·-------◄--------·-------◄--------·-------◄--------· I I I I I I I I I I I I I I I ·------------------------------------------·-------➔---------·-------➔--------·-------➔--------·-------➔--------·-------➔--------· I I I I I ~ ~ ~ ~ ~ □ D □ □ □ □ 9-----+-------1 f----------------~----------------~----------------1 1-----------------~------L-------~-------L-----~-------L-----~-------L-----~-------L-----1 ____ l~I I I I i ·--------------------~--------------------i i i i i ·-------~---------·-------~--------·-------~--------·-------~--------·-------~--------· i i i i i ·-------J---------·-------J--------·-------J--------·-------J--------·-------J--------· I I I I I I I I I I ·-------,---------·-------,--------·-------,--------·-------,--------·-------,--------· I I I I I ·-------J---------·-------~--------·-------~--------·-------~--------·-------~--------· I I I I I I I I I I i i i i i I I I I I ·-------,---------·-------,--------·-------,--------·-------,--------·-------,--------· I I I I I ! ! ! ! ! □ D □ □ □ □ Page 11 SIMPSON Strong-Tie ® ~ ~ Page 12 SIMPSON Strong-Tie ® Curb Installation WSWH-AB 6" Minimum curb/stemwall 6½" + H H Shear reinforcement per detail when required .. :• ...• ':' ., :,. •. : •... ,. •'··. 4(1~ 4 6"min. ½W ½W .. w 4• Curb Section View I I I I · . . . .. 4• • . . ' . .. .. . . . • . .. . . ' . .. . . . . . . •. '. .. .. . . . . . Perspective View (Slab not shown for clarity) I I I I r------------~--------l ____ _ ½W • •-+---+---1--t-VI i----1 Jw I ~-------------_______ J~ j.-½w----s ½w_.j Footing Plan I I ,____I --+----+--I I -I I ______, Multiple Simple Beam LIC# : KW-06016195, Build:20.25.04.16 Architectural Engineering Services (c) ENERCALC, LLC 1982-2025 11336 Penanova Street San Diego, CA 92129 858.215.1425 bschimmel@arceservices.com Project File: 25.029.01.ec6 Project Title:Lancewood RemodelEngineer:Project ID:25.029.01Project Descr: Roof MembersDescription : BEAM Size :4x10, Sawn, Fully UnbracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.11,000.01,000.0 1,500.0625.0 1,700.0620.0180.0675.0 31.210Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf (RH-1) Applied Loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 4.0 ft .Design Summary Max fb/Fb Ratio =0.476 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 6.000 inft 38.84 psi Fb : Allowable :1,453.38 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr225.00 psi fb : Actual : Max fv/FvRatio =0.173 : 1 11.240ft 692.43 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.096in Transient Upward 0.000in Total Downward 0.191 in Total Upward 0.000 in 0.48 0.480.48 0.48 Ratio 1505 752Ratio LC: Lr Only LC: +D+Lr LC:LC: BEAM Size :4x6, Sawn, Fully UnbracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.29009001350625 1600580180575 31.21Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf (RH-2) Applied Loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 6.0 ft .Design Summary Max fb/Fb Ratio =0.351 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 2.500 inft 38.34 psi Fb : Allowable :1,453.77 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+Lr225.00 psi fb : Actual : Max fv/FvRatio =0.170 : 1 4.550 ft 510.04 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.022in Transient Upward 0.000in Total Downward 0.044 in Total Upward 0.000 in 0.30 0.300.30 0.30 Ratio 2745 1372Ratio LC: Lr Only LC: +D+Lr LC:LC: Page 13 ARC1E Architectural Engineering Services Structural Engineering with an emphasis on Architecture 12.0 ft D0.120 Lr0.120 . •l.Jlf;---·;_,_ • . !<~IP -----• ·l.Jlf;--- -----~~.:.""---------.,,,..~.:.""-~~ ------~~:?-.-- 5.0 ft General Footing LIC# : KW-06016195, Build:20.25.04.16 Architectural Engineering Services (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Grid Line 1 11336 Penanova Street San Diego, CA 92129 858.215.1425 bschimmel@arceservices.com Project File: 25.029.01.ec6 Project Title:Lancewood Remodel Engineer: Project ID:25.029.01 Project Descr: Code References Calculations per ACI 318-19, IBC 2021 Load Combinations Used : ASCE 7-16 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 2.50 60.0 2,850.0 150.0 = 0.30Flexure = 0.90 Shear = Valuesj 0.00180 2.0 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure Yes: Use Pedestal wt for stability, mom & shear Yes: Allowable pressure increase per foot of depth = 0.20 ksfwhen max. length or width is greater than = 2.0 ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight = pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =120.0 pcf # Dimensions Width parallel to X-X Axis 4.0 ft Length parallel to Z-Z Axis = 2.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 15.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Bottom Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 3 Bars parallel to Z-Z Axis Reinforcing Bar Size = 5 Number of Bars = 3 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer SeparationBars along Z-Z Axis # Bars required within zone 66.7 % # Bars required on each side of zone 33.3 % Top Reinforcing Bars parallel to X-X Axis Number of Bars = 3 Reinforcing Bar Size =5 Bars parallel to Z-Z Axis Number of Bars = 3 Reinforcing Bar Size = 5 Rebar Centerline to Edge of Concrete... at Top of footing in3.0= Page 14 ARCE Architectural Engineering Services Structural Engineerin g with an emphasis on Architecture X i [ 3-# 5 Bars X:X Section oo ,ng o +Z z l z 4'-0" -~ ~ X -j, iii 0 (l) Cl "O w 3 -# 5 Bars ('I') I ...., ing o +X General Footing LIC# : KW-06016195, Build:20.25.04.16 Architectural Engineering Services (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Grid Line 1 11336 Penanova Street San Diego, CA 92129 858.215.1425 bschimmel@arceservices.com Project File: 25.029.01.ec6 Project Title:Lancewood Remodel Engineer: Project ID:25.029.01 Project Descr: Applied Loads 0.850 0.60 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft 4.110 H = DESIGN SUMMARY Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.5762 Soil Bearing 1.380 ksf 2.395 ksf +0.60D-0.70E about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS 1.707 Overturning - Z-Z 2.158 k-ft 3.684 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.02066 Z Flexure (+X) Bot Tens 0.4950 k-ft/ft 23.965 k-ft/ft +1.20D+1.60Lr PASS 0.02066 Z Flexure (-X) Bot Tens 0.4950 k-ft/ft 23.965 k-ft/ft +1.20D+1.60Lr PASS 0.05944 1-way Shear (+X)2.635 psi 44.342 psi +1.368D+2.50E PASS 0.05944 1-way Shear (-X)2.635 psi 44.342 psi +1.368D+2.50E PASS n/a 1-way Shear (+Z)0.0 psi 35.195 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 35.195 psi n/a PASS 0.03075 2-way Punching 4.612 psi 150.0 psi +1.368D+2.50E 0.03167 Z Flexure (+X) Top Tens 0.7590 k-ft/ft 23.965 k-ft/ft +1.368D+2.50E 0.03167 Z Flexure (-X) Top Tens 0.7590 k-ft/ft 23.965 k-ft/ft +1.368D+2.50E 0.0 X Flexure (+Z) Top Tens 0 k-ft/ft 0.0 k-ft/ft 0.0 X Flexure (-Z) Top Tens 0 k-ft/ft 0.0 k-ft/ft PASS PASS PASS PASS PASS 0.02066 Flexure (+X) Bot Tens 0.4950 k-ft/ft 23.965 k-ft/ft +1.20D+1.60Lr PASS 0.02066 Flexure (-X) Bot Tens 0.4950 k-ft/ft 23.965 k-ft/ft +1.20D+1.60Lr X X Page 15 ARCE Architectural Engineering Services Structural Engineering with an emphasis on Architecture