The URL can be used to link to this page

Home My WebLink About2449 LAPIS RD; ; CBR2021-2218; PermitPrint Date: 10/31/2022 Permit No: CBR2021-2218 Building Permit Finaled Residential Permit Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2449 LAPIS RD, CARLSBAD, CA 92009-1704 BLDG-Residential 2132300800 $5,581.20 Work Class: Lot #: Project #: Alteration Status: Applied: Issued: 07/27/2021 09/15/2021 Finaled Close Out:10/31/2022 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:11/16/2021Bedrooms:Construction Type: Occupant Load: Code Edition: Sprinkled: INSPECTOR:Alvarado, Tony STEINHAUER: NEW FOLDING STACKABLE EXTERIOR DOOR (E-REVIEW)Description: Project Title: Applicant: OFFSET DESIGN FLAVIA GOMEZ 3509 DEL REY ST, # 213 SAN DIEGO, CA 92109(858) 344-7702 Property Owner: CHARLENE STEINHAUER 2449 LAPIS RD CARLSBAD, CA 92009-1704 Contractor: BATES BUILDING COMPANY 2605 OCEANSIDE BLVD, # STE B OCEANSIDE, CA 92054-4585 (760) 216-2710 AMOUNTFEE BUILDING PLAN CHECK FEE (manual)$57.19 SB1473 – GREEN BUILDING STATE STANDARDS FEE $1.00 STRONG MOTION – RESIDENTIAL (SMIP)$0.73 WINDOWS/DOOR – RESIDENTIAL $309.00 Total Fees:$367.92 Total Payments To Date:$367.92 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 1 REV. 08/20 __________________________________________________________________________________________________ RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date Job Address Suite: APN: CT/Project #: Lot #: Year Built: ______________________ Fire Sprinklers: YES NO Air Conditioning: YES NO Electrical Panel Upgrade: YES NO BRIEF DESCRIPTION OF WORK: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER APPLICANT PROPERTY OWNERS AUTHORIZED AGENT APPLICANT Name: Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: Email: Email: DESIGN PROFESSIONAL APPLICANT CONTRACTOR OF RECORD APPLICANT Name: Address: City: State: Zip: Phone: Email: Architect State License: Name: Address: City: State: Zip: Phone: Email: State License/class: Bus. License: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov Solar:KW,Modules,Mounted:Roof Ground, Tilt:Y N,RMA:Y N, Battery: Y N, Panel Upgrade: Y N Reroof: Plumbing/Mechanical/Electrical Only: Other: Additional Gas or Electrical Features?Pool/Spa:SF Addition/New:_Living SF,_Deck SF,Patio SF,Garage SF ______ Is this to create an Accessory Dwelling Unit? Y N New Fireplace? Y N , if yes how many? Remodel:SF of affected area Is the area a conversion or change of use ?Y N $#3 2240 Lapis Rd Carlsbad 92009 298 240 57 37 1977 Restoration and Renovation of 791 S.F apartment placement of exterior door to the backyard Charlene B. Steinhauer 2440 Lapis Rd Carlsbad CA 92009 858-344-7702 sean@solidplaneng.com Solid Plan Engneering 3509 Del Rey Street Unit -213 San Diego CA 92109 858-344-7702 flavia@offsetdesigndraft.com Solid Plan Engneering 4540 Kearny Villa Ste 111 San Diego CA 92123 858-848-7734 sean@solidplaneng.com C74576 Bates Building Company, INC 2605 Oceanside Blvd suite D Oceanside CA 92054 760-216-2710 admin@batesbuild.com B 906091 BLOS008973-12-2020 □ □ □ □ □ □ Ii] ( City of Carlsbad 0 ® 00 00 0 ® 0 0 0 0 00 0 0 0 0 00 00 □ Iii □ □ OWNER PRINT: ^/'E͗ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL 2 REV. 08/20 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: I 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. Policy No.___________________________________________________________________________________________________ I have and will maintain worker’s compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers’ compensation insurance carrier and policy number are: Insurance Company Name: Policy No. ________________________________Expiration Date: 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: DATE: CONTRACTOR PRINT͗ (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor’s License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor’s License Law). I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: _____________________________________________________________________________________________________________________________________ “Owner Builder acknowledgement and verification form”has been filled out, signed and attached to this application. Owners “Authorized Agent Form” has been filled out, signed and attached to this application giving the agent authority to obtain the permit on the owner’s behalf. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the DATE: improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.html. By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor’s behalf. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5’0’ deep and demolition or construction of structures over 3 stories in height. APPLICANT PRINT: DATE: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov ^/'E͗ ^/'E͗ State Farm 9213263-2021 22, June 2022 N/A 14, Sept 2021 06/07/2021 John Bates Flavia Gomes □ Iii □ □ □ □ □ □ Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBR2021-2218) BLDG-Residential 07/27/2021Application Date:Permit Type:Owner:CHARLENE STEINHAUER Alteration 09/15/2021Work Class:Issue Date:Subdivision:CARLSBAD TCT#02-23 LA COSTA GREENS NEIGHBORHOOD 1.08 04/04/2022Expiration Date:Status: IVR Number: 34837 Closed - Finaled 2449 LAPIS RD CARLSBAD, CA 92009-1704 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 09/22/2021 09/22/2021 BLDG-11 Foundation/Ftg/Piers (Rebar) 167013-2021 Partial Pass Tony Alvarado Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency September 22, 2021: (Partial pass). 1. Structural framing Deficiencies. (Footing foundation, isolated Pad 2-footings qty.– Partial approval. 2. No job site, stamp signed, structural engineer plans in detail sheets S1.0, at time of structural framing and foundation/footing (isolated pad footing) 2-quantity. 3. Structural footing foundation, isolated (2) -pad footings-approved per structural engineers, Structural calculations foundation footings engineered detail specifications-on site. PENDING: 4. Contractor representative John Bates will provide: a) deputy inspector third-party report, b) structural engineers S1.0-Approved sheet and answer question regarding MST Metal connector strap required at double top plate and new folding door header beam Location. (Side of new header beam and double top plates locations). Yes BLDG-14 Frame/Steel/Bolting/We lding (Decks) 167014-2021 Failed Tony Alvarado Reinspection Incomplete Tuesday, November 16, 2021 Page 1 of 4 {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2021-2218) BLDG-Residential 07/27/2021Application Date:Permit Type:Owner:CHARLENE STEINHAUER Alteration 09/15/2021Work Class:Issue Date:Subdivision:CARLSBAD TCT#02-23 LA COSTA GREENS NEIGHBORHOOD 1.08 04/04/2022Expiration Date:Status: IVR Number: 34837 Closed - Finaled 2449 LAPIS RD CARLSBAD, CA 92009-1704 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date COMMENTS PassedChecklist Item BLDG-Building Deficiency September 22, 2021: 1. Structural framing Deficiencies. 2. No job site, stamp signed, structural engineer plans in detail sheets S1.0, at time of structural framing and foundation/footing (isolated pad footing) 2-quantity. 3. Structural footing foundation, isolated (2) -pad footings-approved per structural engineers, Structural calculations foundation footings engineered detail specifications-on site. PENDING: 4. Contractor representative John Bates will provide: a) deputy inspector third-party report, b) structural engineers S1.0-Approved sheet and answer question regarding MST Metal connector strap required at double top plate and new folding door header beam Location. (Side of new header beam and double top plates locations). No 09/29/2021 09/29/2021 BLDG-14 Frame/Steel/Bolting/We lding (Decks) 167560-2021 Partial Pass Tony Alvarado Reinspection Incomplete Tuesday, November 16, 2021 Page 2 of 4 PERMIT INSPECTION HISTORY for (CBR2021-2218) BLDG-Residential 07/27/2021Application Date:Permit Type:Owner:CHARLENE STEINHAUER Alteration 09/15/2021Work Class:Issue Date:Subdivision:CARLSBAD TCT#02-23 LA COSTA GREENS NEIGHBORHOOD 1.08 04/04/2022Expiration Date:Status: IVR Number: 34837 Closed - Finaled 2449 LAPIS RD CARLSBAD, CA 92009-1704 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date COMMENTS PassedChecklist Item BLDG-Building Deficiency September 29, 2021: (Approved). 1. Structural framing Deficiencies. 2. job site, approved stamp signed plans verified. structural engineer plans in detail sheets S1.0, at time of structural framing and foundation/footing (isolated pad footing) 2-quantity-Approved. 3. Structural footing foundation, isolated (2) -pad footings-approved per structural engineers, Structural calculations foundation footings engineered detail specifications-on site. (Approved). 4. Contractor representative John Bates will provide: a) deputy inspector third-party report, b) structural engineers S1.0-Approved stamped signed sheet and answer question regarding MST Metal connector strap required or not required, located at double top plate and new folding door header beam Location. (Side of new header beam and double top plates locations). Not required per structural engineer and (Per contractor representative). PENDING: 5. Need to verify third-party, Deputy inspectors report for footing steel reinforcement epoxied to existing foundation footings-per structural engineer's plans and detail specifications. Yes BLDG-Building Deficiency September 22, 2021: 1. Structural framing Deficiencies. 2. No job site, stamp signed, structural engineer plans in detail sheets S1.0, at time of structural framing and foundation/footing (isolated pad footing) 2-quantity. 3. Structural footing foundation, isolated (2) -pad footings-approved per structural engineers, Structural calculations foundation footings engineered detail specifications-on site. PENDING: 4. Contractor representative John Bates will provide: a) deputy inspector third-party report, b) structural engineers S1.0-Approved sheet and answer question regarding MST Metal connector strap required at double top plate and new folding door header beam Location. (Side of new header beam and double top plates locations). No Tuesday, November 16, 2021 Page 3 of 4 PERMIT INSPECTION HISTORY for (CBR2021-2218) BLDG-Residential 07/27/2021Application Date:Permit Type:Owner:CHARLENE STEINHAUER Alteration 09/15/2021Work Class:Issue Date:Subdivision:CARLSBAD TCT#02-23 LA COSTA GREENS NEIGHBORHOOD 1.08 04/04/2022Expiration Date:Status: IVR Number: 34837 Closed - Finaled 2449 LAPIS RD CARLSBAD, CA 92009-1704 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date BLDG-16 Insulation 167642-2021 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency September 29, 2021: 1. No insulation building Deficiencies. 2. Energy-efficient, thermal insulation, installed at new bifold sliding Cantina door. New insulation installed at each side of exterior loadbearing wall adjacent to new Cantina door-approved. Yes 10/04/2021 10/04/2021 BLDG-18 Exterior Lath/Drywall 167878-2021 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency October 4, 2021: 1. No metal stucco wire lath deficiencies. 2. Exterior stucco wire metal lath, sealed with silicone caulking at all penetrations, metal flashing installed, final stucco metal wire lath-approved. Yes 11/16/2021 11/16/2021 BLDG-Final Inspection 170806-2021 Passed Tony Alvarado Complete COMMENTS PassedChecklist Item BLDG-Structural Final November 16, 2021: 1. New residential interior remodel/alteration to accommodate new bi-fold Ia cantina doors, located at rear loadbearing wall, structural framing electrical scope of work, per structural engineered plans and detail specifications-approved. Yes BLDG-Electrical Final November 16, 2021: 1. New residential interior remodel/alteration to accommodate new bi-fold Ia cantina doors, located at rear loadbearing wall, structural framing electrical scope of work, per structural engineered plans and detail specifications-approved. Yes Tuesday, November 16, 2021 Page 4 of 4 DATE: 9/2/2021  APPLICANT  JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CB-CBR2021-2218.e SET: II PROJECT ADDRESS: 2240 Lapis Road PROJECT NAME: Placement of exterior door to the backyard The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Interwest until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: By: Richard Moreno. Phone: 858-345-6435 Enclosures: Interwest 8/25/2021 □ □ □ □ □ IX] □ □ • lW I NTERWEST A SAFEbuitt COMPANY 9320 Chesapeake Drive, Suite 208  San Diego, California 92123  (858) 560-1468  Fax (858) 560-1576 DATE: 8/3/2021  APPLICANT  JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CB-CBR2021-2218.e SET: I PROJECT ADDRESS: 2240 Lapis Road PROJECT NAME: Placement of exterior door to the backyard The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s codes. The plans transmitted herewith will substantially comply with the jurisdiction’s codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Interwest until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Interwest staff did not advise the applicant that the plan check has been completed. Interwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: By: Richard Moreno. Phone: 858-345-6435 Enclosures: Interwest 7/28/2021 □ □ □ □ □ • lW I NTERWEST A SAFEbuitt COMPANY Carlsbad CB-CBR2021-2218.e 8/3/2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: CB-CBR2021-2218.e JURISDICTION: Carlsbad PROJECT ADDRESS: 2240 Lapis Road FLOOR AREA: STORIES: HEIGHT: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 7/28/2021 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Richard Moreno. Phone: 858-345-6435 COMPLETED: 8/3/2021 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California l Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC, 2019 CPC, 2019 CMC and 2019 CEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2019 California Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CB-CBR2021-2218.e 8/3/2021 PLANS 1. The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Provide structural calculations from structural engineer of record. 4. If CalGreen requires a Waste Management Plan from the City 5. If special inspection is required, the designer shall complete the city’s “Special Inspection Agreement” found at the end of this list. MISCELLANEOUS 6. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes  No  7. The jurisdiction has contracted with Interwest, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review ---- Carlsbad CB-CBR2021-2218.e 8/3/2021 [DO NOT PAY – THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CB-CBR2021-2218.e PREPARED BY: Richard Moreno. Phone: 858-345-6435 DATE: 8/3/2021 BUILDING ADDRESS: 2240 Lapis Road BUILDING OCCUPANCY: Comments: Sheet 1 of 1 BUILDING PORTION remodel Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb 1997 UBC Building Permit Fee ~;,•:.JP,I . 1997 UBC Plan Check Fee I i'\.l .rn •. Type of Review: D Repetitive Fee ~ Repeats AREA Valuation ( Sq. Ft.) Multiplier 147 46.51 By Ordinance Complete Review D Other D Hourly EsGil Fee Reg. VALUE ($) Mod. 6,837 6,837 D Structural Only $57.191 4540 Kearny Villa Rd Suite 111 San Diego, CA 92123 Sean Kessel, P.E. (858) 848-7734 sean@solidplaneng.com STRUCTURAL CALCULATIONS Steinhauer Residence 2240 Lapis Rd. Carlsbad, CA 92009 2021/02/25 : Project # 21-003 Table of Contents Design Criteria & Loads ................................................. Gravity Analysis & Design .............................................. Lateral Analysis & Design ............................................... Foundation Analysis & Design ....................................... 12N/A2 Approved 09/02/2021 7:20:34 AM ~ SOLID PLAN ~ ENGINEERING INTERWEST Design Criteria Building Code: 2018 IBC/2019CBC - ASCE / SEI 7-16 Concrete:ACI 318-14 [f'c = 2500 psi - No Special Inspection Req.'d (U.N.O.)] Masonry: TMS 402-16/ACI 530-16 [Normal Wt.-ASTM C90-f'm=1500 psi-Spec. Insp. Req.'d] Mortar:ASTM C270 [f'c = 1800 psi Type S] Grout:ASTM C476 [f'c = 2000 psi] Reinforcing Steel: ASTM A615 [Fy = 40 ksi For #4 Bars & Smaller / Fy = 60 ksi For #5 Bars & Larger] Structural Steel: AISC 360-16 W Shapes (I Beams): ASTM A992, High Strength, Low Alloy, Fy = 50 ksi HSS Shapes (Rect.): ASTM A500, Carbon Steel, Fy = 46 ksi HSS Shapes (Round): ASTM A500, Carbon Steel, Fy = 42 ksi Pipe Shapes: ASTM A53, Grade B, Carbon Steel, Fy = 35 ksi All other steel: ASTM A36, Fy = 36 ksi Bolting: A307 / A325-N / A490-N (Single Plate Shear Conn.) Welding: E70 Series Typ. (E90 Series for A615 Grade 60 Reinforcing Bars) Shop welding to be done in an approved fabricator's shop. Field welding to have continuous Special Inspection. Wood: NDS-2018 Soil: Soil Classification (Table 1806.2): (SW, SP, SM, SC, GM, & GC) Allowable Bearing Pressure =2000 psf (Table 1806.2) Pasive Bearing Pressure =150 psf/ft (Table 1806.2) Active Pressure =30 psf/ft (Table 1610.1) At-rest Pressure =60 psf/ft (Table 1610.1) Coefficient of Friction =0.25 (Table 1806.2) Load 1 psf Load 2 psf Int. Wall psf DL Concrete Tile Roof 10.0 DL Carpet & Pad Floor 4.0 DL Drywall 5.0 1/2" Plywood 1.5 3/4" Plywood 2.5 2x4 Studs @ 16"o.c. 1.0 Joists 3.5 Joists 3.5 Misc. 1.0 Insulation 1.5 Insulation 1.5 Other Drywall 2.5 Drywall 2.5 Total Load 7 Electrical/Mech./Misc. 1.0 Elec./Mech./Misc. 1.0 Other 0.0 Other 0.0 Ext. Wall 1 psf Total DL 20 Total DL 15 DL Stucco 10.0 LL Residential Roof 20 LL Residential Floor 40 2x4 Studs @ 16"o.c. 1.0 Total Load 40 Total Load 55 Drywall 2.5 Insulation 1.5 Misc. 1.0 Load 3 psf Load 4 Other DL Tile & Mortar 24.0 Total Load 16 3/4" Plywood 2.5 Joists 3.5 Ext. Wall 2 Insulation 1.5 Drywall 2.5 Elec./Mech./Misc. 1.0 Other 0.0 Total DL 35 LL Residential Deck 60 Total Load 95 Design Loads Page 1 of 2 2021-02-25 Multiple Simple Beam Solid Plan Engineering, Inc.Lic. # : KW-06009616 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24 File: Steinhauer.ec6 Page 2 of 2 2021-02-25 FLOOR BEAMSDescription : BEAM Size :7x18, Parallam PSL, Fully BracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 iLevel Truss Joist Parallam PSL 2.0E2,900.02,900.0 2,900.0750.0 2,000.01,016.54290.02,025.0 45.070Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf FB-1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 18.0 ft Unif Load: D = 0.0160 k/ft, Trib= 9.0 ft Unif Load: D = 0.0150, L = 0.040 k/ft, Trib= 8.750 ft Unif Load: D = 0.0350, L = 0.060 k/ft, Trib= 3.50 ft .Design Summary Max fb/Fb Ratio =0.777 : 1 Max Reactions (k)HEWSLrL +D+L+HLoad Comb : Span # 1 Left Support D in 10.000 inft 137.87 psi Fb : Allowable :2,772.37 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+L+H 290.00 psi fb : Actual : Max fv/FvRatio =0.475 : 1 18.533 ft 2,154.26 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.298 in Transient Upward 0.000 in Total Downward 0.791 in Total Upward 0.000 in 7.97 5.60 3.607.97 5.60 3.60 Ratio 805 303Ratio LC: L Only LC: +D+0.750Lr+0.750L+H LC:LC: BEAM Size :5.25x16.0, Parallam PSL, Fully BracedUsing Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 iLevel Truss Joist Parallam PSL 2.0E2,900.02,900.0 2,900.0750.0 2,000.01,016.54290.02,025.0 45.070Eminbend - xx ksi Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf FB-2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 4.0 ft Unif Load: D = 0.0160 k/ft, Trib= 7.0 ft Unif Load: D = 0.0350, L = 0.060 k/ft, Trib= 3.50 ft .Design Summary Max fb/Fb Ratio =0.695 : 1 Max Reactions (k)HEWSLrL +D+L+HLoad Comb : Span # 1 Left Support D in 11.500 inft 100.29 psi Fb : Allowable :2,808.86 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+L+H290.00 psi fb : Actual : Max fv/FvRatio =0.346 : 1 0.000 ft 1,951.13 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max DeflectionsTransient Downward 0.371 in Transient Upward 0.000 in Total Downward 0.986 in Total Upward 0.000 in 3.92 2.42 0.923.92 2.42 0.92 Ratio 744 279Ratio LC: L Only LC: +D+0.750Lr+0.750L+H LC:LC:Foundation Design Concentrated Loads Pad Ftg:F1 q= 2000 psf D( )+Lr( )+L( ) + W( ) + E( ) = # Total Load Gov. Load: D+0.75L+0.75Lr = # Factored Load √(144* / )= " Min. Square Dimension Use: 33 "Sqr. x 12 " Deep with (3) #5 Bars Ea. Way Loaded:99% 17,20080003600 5600 14900 14900 2000 32.8 20.0 ft 23.0 ft -