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2855 TORRY CT; ; CBR2021-2359; Permit
Building Permit Finaled Residential Permit Print Dat e: 03/19/2024 Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2855 TORRY CT, CARLSBAD, CA 92009-7116 BLDG-Residential Work Class: 2164010900 Track#: $47,364.29 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Addition Permit No: Status: (cityof Carlsbad CBR2021-2359 Closed -Fina led Applied: 08/11/2021 Issued: 10/22/2021 Finaled Close Out: 03/19/2024 Final Inspection: 03/13/2024 INSPECTOR: Kersch, Tim Renfro, Chris Dreibelbis, Peter Description: BRUCKER: 148 SF ADDTION AT KITCHEN & MASTER// REMODEL 479 SF// REPLACE FIREPLACE W/ GAS FIREPLACE AT LIVIN ROOM FEE BUILDING PLAN CHECK FEE (BLDG) BUILDING PLAN CHECK FEE (manual) REMODEL-RESIDENTIAL-OTHER Property Owner: SHEA BRUCKER 2855 TORRY CT CARLSBAD, CA 92009 (858) 744-8450 SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1 -Medium Total Fees: $2,225.16 Total Payments To Date: $2,225.16 Balance Due: AMOUNT $176.68 $62.32 $481.00 $2.00 $1,162.00 $6.16 $271.00 $64.00 $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 -~ • (_ Cicyof RESIDENTIAL BUILDING PERMIT APPLICATION Plan Check (.1,9,-'UJ '2--\ , 1.,,"I:, 5' ff Est. Value CarlsDad ~l,.,..~ PC Deposit Pf't t r0cbov Job Address 'Zl:OSS° TQ/l(Z~ C-t'. C¼CSl,rll> CIJ 9u,1} Unit: ____ APN: _________ _ CT/Project #:. _________________ Lot #:. ____ Year Built: ________ _ Fire Sprinklers:Oes()No Air Conditioning:QvesQNo Electrical Panel UpgradeQvesONo BRIEF DESCRIPTION OF WORK: 0 New SF : _____ Living SF,. ___ Deck SF,, ____ Patio SF,. ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? QvQN New Fireplace? QvQN, if yes how many? __ _ 0 Remodel:. _____ SF of affected area Is the area a conversion or change of use? Ov ON 0 Pool/Spa:. ____ SF Additional Gas or Electrical Features? ___________ _ 0 Solar: ___ KW, ___ Modules, Mounted0oof{)3round, TiltO vO N, RMA:QvQN, Battery: 0 OJ, Panel Upgrade: ()v ~ D Reroof: ·-------------------------------- D Plumbing/Mechanical/Electrical 0 Only: Other: - PRIMARY APPLICANT PROPERTY OWNER Name: '5.1--\EA-fu 1,(.,(,.,1<.~)2_ Name: Sl--{EJ4::: oe..~ Address: l.fb£~ 1.:>P-f:.'1 C-T Address: 2.,9)~~ -ro/UL4 c:t City: CA.µ s??W State: M--Zip: 7 1,A.YiJ j City: CA4f ', !z!H? State: CA-Zip: 5 2,() {) Cf Phone: $S:fJ 11Y--f,Z...'70 Phone: 8.ti'rJ ·77'-(-t,~5"0 Email: .5'11!4b✓U..£..¥.,e/'(v 9v,,1t,i ( I CcfVl,l Email: sl-t st4 }>(u..C..k 4' @ j VI-L4i l ' CLl-\1)\_ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name:. ________________ Business Name: ______________ _ Address: Address:. _________________ _ City:. _______ State:. ___ Zip:. ____ City:. _______ State:. ___ Zip: _____ _ Phone: Phone: _________________ _ Email: Email: _________________ _ Architect State License: ___________ CSLB License #:. _______ Class: ______ _ 1635 Faraday Ave Carlsbad, CA 92008 Email: Building@carlsbadca.gov REV. 07/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: CJ.,ll Z...D 1-, • L3 Sv A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaf firm under penal tyof per jurythat 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 (CHOOSE ONE): Q1 have and will maintain a certificate of consent to self-Insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo., _____________________________________ _ -OR- r""11 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. '-rf.y workers' compensation insurance carrier and policy number are: Insurance Company Name: ____________________ _ Policy No. __________________________ Expiration Date: _______________ _ -OR-O 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'sAddress: ___________________ _ CONTRACTOR CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): _________ SIGNATURE: _________ OATE: _____ _ Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason : Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- -I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: rhe Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, J;8j' 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 available upon request when this application Is submitted or at the following Web site: http:/lwww.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: lcertifythatlhavereadthe applicationandsta.,,.t --..... information on the plans is accurate. I agree to comply with al I Cit rdinances construction. NAME(PRINT): ~J;:>ev~~L s Note: If the person signing above Is an authorized agent for the property wner Include for 1635 Faraday Ave Carlsbad, CA 92008 2 mation is correct and that the s relating to building Email: Building@carlsbadca.gov REV. 07/21 • ( City of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM B-61 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the property located at: Site Address __ l.--=P,~5-~ __ c_o_a..._~_lf+-_c_-r_. -~---~_b_· _~ __ CA-___ __,_t:J--'-1,_o_iJ_f:/.,___ ___ _ The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form to inform you of the responsibilities and the possible risks associated with typical construction activities issued in your name as the Owner-Builder. The City will not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and it is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform the property owner of his/her obligations related to the requested permit activities. I. ~I understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner· -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. II. &_1 understand building permits are not required to be signed by property owners unless t hey are responsible for the construction and are not hiring a licensed contractor to assume this responsibility. 111. "')e, I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own. IV. ~I? I understand contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. V. ~I understand if I employ or otherwise engage any persons, other than California licensed contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 1 REV. 08/20 Owner.J8uilder Acknowledgement Continued VI. ~I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. VII. 5f2__ I understand under California Contractors' State License Law, an Owner-Builder who builds single-familV residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building contractor. VIII. -5(2__ I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) which result from any latent construction defects in the workmanship or materials. IX. ~ I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Indust rial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (27S2) or www.cslb.ca .gov for more information about licensed contractors. X. !lel._1 am aware of and consent to an Owner--Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: CA XI. 1!__1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. XII. ~I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. / declare under penalty of perjury that I have read and understand all of the information provided on this form and that my responses, including my authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and I hove either {1} consulted with /ego/ counsel prior ta signing this form or (2) have waived this right in ignJ this farm without the advice of legal counsel. Property Owner Name (PRINT) 2 REV. 08/20 Building Permit Inspection History Finaled {cityof Carlsbad I PERMIT INSPECTION HISTORY for (CBR2021-2359) Permit Type: BLDG-Residential Application Date: 08/11/2021 Owner: SHEA BRUCKER Work Class: Addition Issue Date: 10/22/2021 Subdivision: CARLSBAD TCT#81-29 Status: Closed -Finaled Expiration Date: 05/22/2023 Address: 2855 TORRY CT IVR Number: 35118 CARLSBAD, CA 92009-71 16 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re Inspection Inspection Date Start Date Status 11/08/2021 11/08/2021 BLDG-SW-Pre-Con 170329-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/10/2021 12/10/2021 BLDG-11 172399-2021 Passed Chris Renfro Complete Foundatlon/Ftg/Plers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 01/14/2022 01/14/2022 BLDG-14 174586-2022 Cancelled Peter Dreibelbis Re inspection Incomplete Frame/Steel/Bolting/We ldlng (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-15 Roof/ReRoof 174679-2022 Passed Peter Dreibelbis Complete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 03/22/2022 03/22/2022 BLDG-84 Rough 178761-2022 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 04/28/2022 04/28/2022 BLDG-16 Insulation 181650-2022 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/05/2022 05/05/2022 BLDG-17 Interior 182041-2022 Partial Pass Chris Renfro Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on 2nd floor only Yes Tuesday, March 19, 2024 Page 1 of 3 PERMIT INSPECTION HISTORY for (CBR2021-2359) Permit Type: BLDG-Residential Application Date: 08/1 1/2021 Owner: SHEA BRUCKER Work Class: Addition Issue Date: 10/22/2021 Subdivision: CARLSBAD TCT#81-29 Status: Closed -Finaled Expiration Date: 05/22/2023 Add ress: 2855 TORRY CT IVR Number: 35118 CARLSBAD, CA 92009-7116 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 05/27/2022 05/27/2022 BLDG-27 Shower PanfTubs 183728-2022 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/17/2022 06/17/2022 BLDG-27 Shower PanfTubs 185128-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/29/2022 06/29/2022 BLDG-23 185944-2022 Cancelled Chris Renfro Reinspectlon Incomplete Gasrr est/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Final Inspection 185945-2022 Cancelled Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 07/07/2022 07/07/2022 BLDG-17 Interior Lath/Drywall 186447-2022 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/13/2022 07/13/2022 BLDG-18 Exterior 186781-2022 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/14/2022 11/14/2022 BLDG-23 196461-2022 GasfTest/Repalrs Cancelled Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency No 11/22/2022 11/22/2022 BLDG-18 Exterior 197195-2022 Cancelled Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong inspection No BLDG-23 197194-2022 Passed Chris Renfro Complete GasfTest/Repalrs Tuesday, March 19, 2024 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBR2021-2359) Permit Type: BLDG-Residential Work Class: Addition Application Date: 08/11/2021 Issue Date: 10/22/2021 Owner: SHEA BRUCKER Subdivision: CARLSBAD TCT#81-29 Address: 2855 TORRY CT Status: Closed -Finaled Expiration Date: 05/22/2023 IVR Number: 35118 CARLSBAD, CA 92009-7116 Scheduled Date 11/30/2022 03/13/2024 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Status Checklist Item COMMENTS BLDG-Building Deficiency 11/30/2022 BLDG.final Inspection Checklist Item 197569-2022 COMMENTS Partial Pass Chris Renfro BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final TCO OK to occupy. Please install landings on all exterior locations, GFCI in kitchen countertop, handrail on stairways and address numbers on building. 03/13/2024 BLDG-Final Inspection Checklist Item 242228-2024 COMMENTS Passed Chris Renfro BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Chris Renfro TCO OK to occupy. Please install landings on all exterior locations, GFCI in kitchen countertop, handrail on stairways and address numbers on building. TEXT FINAL COMPLETED AT EARLIER DATE NEV ENTERED INTO THE SYSTEM Tuesday, March 19, 2024 Reinspection Inspection Passed Yes Reinspection Incomplete Passed No Yes Yes Yes Yes Passed No Yes Yes Yes Yes Created Date 03/13/2024 Complete Page 3 of 3 ('city of Carlsbad SPECIAL INSPECTION AGREEMENT 8-45 Development Ser vi ces Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. Project/Permit: CB-CBR2021-2359 Project Address: 2855 TORRY COURT A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder □. (If you checked as owner-builder you must also complete Section 8 of this agreement.) Name: (Please print,_) ~A~l=e~na~-------------=Bc....., __________ _.,,,B=la=s..._jo,.__ _____ _ (First) (M.I.) (Last) Mailing Address· 5145 Avenida Encinas, Suite I, Carlsbad, CA 92008 Email· admin@thisisbawinc.com Phone: 760-729-3965 I am: □Property Owner !i:IProperty Owner's Agent of Record □Architect of Record □Engineer of Record State of California Registration Numbe • Expiration Date: ________ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on tlJe-app~ and, as required by the Cqlifornia Building Code. Signature· ~""'::e~,,____ Date: ----.D~9~L1~6-L~2~1 ________ _ B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder / owner-builder. Contractor's Company Name:_B_A_W_o_rt_h_in_g_l_n_c_. _____________ Please check if you are Owner-Builder o Name: (Please print) ____ A_le_n_a __________ B_. ___________ B_la_s_io _______ _ (First) (M.I.) (Last) Mailing Address: 5145 Avenida Encinas, Suite I, Carlsbad, CA 92008 Email: admin@thisisbawinc.com Phone: 760-729-3965 State of California Contractor's License Number:_3c....9;_;8;_;7-'6_4 _______ Expiration Date: 01/01/2022 ♦ ♦ ♦ ♦ ♦ I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. I will provide a final report / letter in compliance with CBC Section 1704.1.2 prior to requesting final Signatu::~·s_p_e_c-ti_o_n_. ____ ~--.....,--=-----~----,1---------Date:_0_9_1_1_6_!2_1 ________ _ 8-45 Page 1 of 1 Rev. 03/20 • lW I NTER WEST DATE: 10/11/2021 JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBR-2021-2359 PROJECT ADDRESS: 2855 Torry Court SET: III PROJECT NAME: Brucker/ Callahan Addition and Remodel □ APPLICANT □ JURIS. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D lnterwest staff did not advise the applicant that the plan check has been completed. D lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone (by: Telephone#: ) Email: Fax In Person ~ REMARKS: Add Note to other sets at Detail A/8 ... "H2 .5 CLIP AT EA. TRUSS" By: Scott Harris lnterwest 10/11/2021 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, Californ ia 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Cv , DATE: 9/27/2021 JURISDICTION: Carlsbad • 1W I N T ERWEST A $AF'Ebvllt COMPANY PLAN CHECK#.: CB-CBR-2021-2359 PROJECT ADDRESS: 2855 Torry Court SET: II PROJECT NAME: Brucker/ Callahan Addition and Remodel 0 APPLICANT 0 JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 1:8] The check list transmitted herewith is for your information. The plans are being held at lnterwest until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 1:8] The applicant's copy of the check list has been sent to: admin@thisisbawinc.com D lnterwest staff did not advise the applicant that the plan check has been completed. 1:8] lnterwest staff did advise the applicant that the plan check has been completed . Person contacted: Telephone#: Date contacted: (by: ) Email: admin@thisisbawinc.com Mail Telephone Fax In Person 1:8] REMARKS: Fees have been adjusted due to scope of project. By: Scott Harris lnterwest 9/23/2021 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 ' Carlsbad CB-CBR-2021-2359 9/27/2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CB-CBR-2021-2359 JURISDICTION: Carlsbad PROJECT ADDRESS: 2855 Torry Court FLOOR AREA: Addition, l st_50sf .... 2nd_100sf Remodel, l 8L232sf ... 2nd_2 47sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 9/27/2021 FOREWORD (PLEASE READ): STORIES: Two Stories HEIGHT: 30 feet DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/23/2021 PLAN REVIEWER: Scott Harris 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 I 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. I Carlsbad CB-CBR-2021-2359 9/27/2021 The numbering of this itemized correction list has been revised, due to items on the original correction list approved and removed or crossed out. Additional comments have been added to the original correction in an effort to clarify the comment. Those comments have been added to the correction list using the font schedule below. Additional fees may be assessed after the third recheck. First recheck SECOND RECHECK THIRD RECHECK PLANS 1. 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 lnterwest and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to lnterwest, 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 lnterwest only will not be reviewed by the City Planning, Engineering and Fire Departments until review by lnterwest is complete. 2. Provide item-by-item responses on an 8-1 /2-inch by 11-inch sheet(s) clearly and specifically indicating where and how each correction item has been addressed (vague responses, such as "Done" or "See plans," are unacceptable) 3. GENERAL RESIDENTIAL REQUIREMENTS Did not see any roofing details please provide .... Provide valley flashing detail. CRC 905.3.8 STRUCTURAL 4. Clarify how the existing framing and new blocking will be protected from the concrete exposure .... Provide detail of 6" floor fill-in as it comes in contact with existing exterior wall. 5. Detail the following framing conditions: a. Dimension bolt location. Provide calculation to not provide a web stiffener .... Detail new steel beam to new and existing wood post b. Detail the connection of the ,.,,ood floor joist to the ne1.v wood beam I Carlsbad CB-CBR-2021-2359 9/27/2021 6. o. Detail the proposed wood beams to the steel beam d. Several of the post to beam connections are in a shear wall, provide calculation the verify that the ST22 will be adequate .... Show the top plate drag continuing at the new post e. Identify the 2x and steel studs on top of the steel beam .... Provide cross section of steel beam f. Provide hurricane tie between framing and the top plate .... Detail new shear wall to floor condition G/8 shows ST22, reference made to ST6236, please clarify .... Plans show an ST18 to connect the top plat of a shear wall with a value of 640#, please provide calculations. MECHANICAL/ PLUMBING/ ELECTRICAL No Comment RESIDENTIAL GREEN BUILDING STANDARDS No Comment ENERGY CONSERVATION No Comment MISCELLANEOUS 7. 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 □ 8. The jurisdiction has contracted with lnterwest, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Scott Harris at lnterwest. Thank you . END OF DOCUMENT GOOD RECHECK DATE: 8/23/2021 JURISDICTION: Carlsbad PLAN CHECK#.: CB-CBR-2021-2359 • 1W INTERWEST A SAF£bulll COMPANY SET: I PROJECT ADDRESS: 2855 Torry Court PROJECT NAME: Brucker/ Callahan Addition and Remodel D APPLICANT D JURIS. 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 0 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. 0 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 lnterwest until corrected plans are submitted for recheck. 0 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: admin@thisisbawinc.com 0 lnterwest staff did not advise the applicant that the plan check has been completed. ~ lnterwest staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: admin@thisisbawinc.com Mail Telephone Fax In Person ~ REMARKS: Fees have been adjusted due to scope of project. By: Scott Harris lnterwest 8/13/2021 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CB-CBR-2021-2359 8/23/2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CB-CBR-2021-2359 JURISDICTION: Carlsbad PROJECT ADDRESS: 2855 Torry Court FLOOR AREA: Addition, 1 st_50sf .... 2nd_ 1 OOsf Remodel, l st_232sf...2nd_247sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 8/23/2021 FOREWORD (PLEASE READ): STORIES: Two Stories HEIGHT: 30 feet DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/13/2021 PLAN REVIEWER: Scott Harris This pla n review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California I Electrical Code and state laws regulating energy conseNation, 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 sta_te, 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-CBR-2021-2359 8/23/2021 PLANS 1 . Please make all corrections and submit two new complete sets of prints, to: lnterwest, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. Or The jurisdiction's building department. 2. Provide item-by-item responses on an 8-1/2-inch by 11-inch sheet(s) clearly and specifically indicating where and how each correction item has been addressed (vague responses, such as "Done" or "See plans," are unacceptable) 3. Provide an revised scope of work on the Title Sheet of the plans, the gross second floor addition of 195sf this appears to be 1 00sf please revise and please include the remodeled area first floor 232sf and second floor 247sf. Section R106.2. 4. Provide table or summary on plot plan of the HERS FEATURE SUMMARY indicated on the CF1R form (CBEES 10-103) and the REQUIRED SPECIAL FEATURES indicated on the CF1 R form. GENERAL RESIDENTIAL REQUIREMENTS 5. Provide revised roof plan . 6. Provide valley flashing detail. CRC 905.3.8 7. Plans indicate an extension to the existing fireplace chimney, please identify the ICC number of the fireplace flue extension. 8. With the height of the finish floor raised, adjust the exterior landings and patio's to comply with the following. Identify reference finish floor and patio floor height on plan. There shall be a landing or floor on each side of each exterior door. The width of each landing shall be not less than the door served. Every landing shall have a dimension of not less than 36 inches measured in the direction of travel. The slope at exterior landings shall not exceed ¼ unit vertical in 12 units horizontal (2 percent). Landing shall be not more than 1-1/2 inches lower than the top of the threshold at interior doors and not more than 7-3/4 inches below the top of the threshold at exterior doors. R311 .3. STRUCTURAL 9. Is this a post Tension foundation if so please note on plans. 10. Revise the details labeled as sheet 6 to the sheet 7 as shown on plans 11 . Revise detail B/6 (on sheet 7) to show the 6" fill in slab over the existing slab connecting to the new slab. • Carlsbad CB-CBR-2021-2359 8/23/2021 12. It appears the details reference for the holddowns are reversed in response to the new and existing slab. 13. Show the new 6" fill in slab over the existing slab at the holddown for the existing footing . 14. Provide detail of 6" floor fill-in as it comes in contact with existing exterior wall. 15. Detail the following framing conditions: a. Detail new steel beam to new and existing wood post b. Detail the connection of the wood floor joist to the new wood beam c. Detail the proposed wood beams to the steel beam d. Show the top plate drag continuing at the new post e. Provide cross section of steel beam f. Detail new shear wall to floor condition 16. Detail 1 /2-inch clearance between trusses and non-bearing walls. 17. Identify the framing in California fill. 18. The plans shall indicate that special inspection will be provided for the following work. (CBC Chapter 17 and Section 107 .2). a) Steel construction. Special inspections for steel elements should be provided in accordance with Section 1705.2. b) Welding. Welding inspection should be provided in accordance with Section 1705.2. c) Epoxy anchors. Periodic special inspection should be provided for anchors installed in hardened concrete. Section 1705.3. 19. Provide Carlsbad Special Inspection Agreement 20. Did not receive truss calculations please provide. 21. The HU hangers don't appear to provide adequate support, please identify the hanger number. 22. Did not see the structural specification sheet, please provide. 23. Did not see the plywood identified on the plan please clarify. 24. Calculations appear to show 7' of shear along grid 'B' but plans show 2.66', please revise the calculations. 25. Plans show an ST18 to connect the top plat of a shear wall with a value of 640#, please provide calculations. 26. Structural appears to be incomplete additional comments may follow , Carlsbad CB-CBR-2021-2359 8/23/2021 MECHANICAL/ PLUMBING/ ELECTRICAL 27. In the master shower show the shower head and the control valves. The shower head shall be located such that it does not spray directly at the entrance, so the bather can control valves prior to stepping in. CPC 408.9 28. Clarify the plumbing vent for the island sink 29. Show on the plans the location, type and size (Btu's) of all heating and cooling appliances or systems. 30. Specify on the plans the following information for the fireplace(s): a) Note on the plans that approved spark arrestors shall be installed on all chimneys. CRC Section R1003.9.2. b) Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces, except where such shrouds are listed and labeled for use with the specific system and installed in accordance with the manufacturer's installation instructions. Section CRC1004.3. 31. Factory-Built chimneys which require a minimum clearance to insulation must be provided with an insulation shield of minimum thickness 26 gage steel installed to 2" above the insulation. Per R1005.8. 32. Provide the UL listing of the fireplace chimney extension. 33. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 a) Tamper resistant receptacles for all locations described in 210.52 and 550.13.(i.e. all receptacles in a dwelling). b) Weather resistant type for receptacles installed in damp or wet locations (outside). 406.4(0)(6). c) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(A): Kitchens, laundry areas, family, living, bedrooms, dining, halls, etc. 34. Specify on the plans whether the existing house was built before or after 1994. For additions or improvements to a residence built before 1994, note on the plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons of water per flush , urinals that use more than one gallon of water per flush , showerheads that have a flow capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407. RESIDENTIAL GREEN BUILDING STANDARDS Carlsbad CB-CBR-2021-2359 8/23/2021 35. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1. FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RA TE Water closets 1 .28 gallons/flush Urinals (wall-mounted) 0.125 gallon/flush Urinals (others) 0.5 gallon/flush Showerheads 1.8 gpm@80 psi Lavatory faucets 1.2 gpm @ 60 psi1 Kitchen faucets 1.8 gpm@60 psi Metering faucets 0.20 gallons per cycle 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. ENERGY CONSERVATION 36. All installed luminaires shall be high-efficacy in accordance with ES TABLE 150.0-A. a) Luminaries must have a label certified for airtight construction. b) Light sources that are not marked "JA8-2019-E" shall not be installed in enclosed luminaires. ES 150.0(k) 37. In bathrooms, garages, laundry rooms, and utility rooms at least one luminaire shall be controlled by a vacancy sensor. 38. Dimmers or vacancy sensors shall control all LED style luminaires. Two exceptions: Fixtures installed in hallways or (closets under 70 square feet). 39. Recessed can light fixtures shall be IC listed, air-tight labeled, and not be equipped with a standard medium base screw shell lamp holder. ES 150.0(k) 40. SFD outdoor lighting fixtures that are attached to a building are required to be high efficacy, be manually on/off switch controlled , and have both motion sensor and photocell control. See ES 150.0(k) 3 for additional control options. 41. Kitchens require exhaust hood with a minimum 100 cfm ducted to the exterior. Detail compliance by including a complying exhaust fan or a ducted range hood to the exterior. 42 . Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior. 43. Residential bathroom exhaust fans shall be energy star rated and shall be control by a humidistat capable of an adjustment between 50 and 80% humidity. CalGreen 4.506.1. Exception: Control by a humidistat is not required if the bathroom exhaust fan is also the dwelling whole house ventilation. MISCELLANEOUS 44. 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: Carlsbad CB-CBR-2021-2359 8/23/2021 Yes □ No □ 45. The jurisdiction has contracted with lnterwest, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Scott Harris at lnterwest. Thank you. .. DATE: 8/13/2021 PROJECT NAME: BRUCKER: 148 SF ADDITION PROJECT ID: PLAN CHECK NO: CBR2021-2359 SET#: 1 ADDRESS: 2855 TORRY CT APN: 2164010900 ~FCl='\1r=o □ This plan check review is complete and has been APPROVED by the SEP 2 0 2021 Planning Division. By: DANIEL KESICBASIAN A Final Inspection by the PLANNING Division is required □ Yes ~ No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. cgj This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: ADMIN@THISISBAWINC.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 [8J Danlel Keslcbaslan □ 760-602-4630 D!i!ni~l-!i~~i~!2!i!~l!i!n~~acl~!2a!:!~a.gQ~ Remarks: Plan Check No. CBR2021-2359 Address 2855 Torry Ct Date 8/13/2021 Review#1 Page 1 of 2 760-602-4665 08/11 Additional Comments PLAN CHECK #1 1) UNDER PROJECT DATA, REVISE "NUMBER OF STORIES" FROM ONE STORY TO TWO STORIES. -~'~ 2) ON SHEET #2, PLEASE LABEL THE FIRST AND SECOND STORY CORRECTLY. -l-6~ Page 2 of 2 08/11 PCSO Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Structural Design Calculations Residential Addition Client Brooks Design Project Brucker / Callahan Residence 2855 Torry Court Carl Paul RCE C57182, exp. 12/31/21 June 9, 2021 Rev. 8-2-21 PCSD File #: 21-291 RECE{VED SEP O 7 2021 CITY OF Cfl,r•L38AD BUILD!l\!G 0N.SION ' . ) Paul Christenson San Diego Engineering 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 1.0 Design Criteria: Brucker/ Callahan Residence 21-291 Code: Timber: 2019 California Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: DF-L #1 w " Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists: TJI 110,210,230,360,560 /CC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Concrete: Concrete Block: Mortar: Grout: LVL, PSL Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-I per ASTM C90-95, fm = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Min. rm= 1800 psi@ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91 , Min. rm= 2000 psi@ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Botls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) JOB 21-291 ? ,u/f;",tndehJ'Oh ';Jn, ..Vlffo hfaeerutJ SHEETNO __ L""--,:'."":""'C'-OF ____ _ CALCULATED BY PSC DATE 6/9/21 CHECK BY DATE 3529 Coastview Ct-Cartsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. IoL = Iu.. = Total Load= 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Ceiling Ceiling Joists IoL = ILL = Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls IoL = I.u = Total Load= Exterior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs@ 16" o.c. 5/8" Gypsum Bd. Misc. 9.5 psf 1.5 psf 2.8 psf 2.8 psf 1.4 psf 18.0 psf 20.0 psf 38.0 psf 9.5 psf 1.5 psf 2.8 psf 1.2 psf 15.0 psf 20.0 psf 35.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf l.l psf 2.8 psf 0.6 psf 15.0 psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 4.6 psf I.I psf 2.3 psf 8.0 psf ---- ' ? ,u/f;",f"'rz:de.,,.n,n dnt .V~o :&faeermJ 3529 Coastview Ct -Carlsbad, CA 9201 0 JOB SHEET NO CALCULATED BY CHECK BY SCALE 21-291 3 OF PSC DATE 6/9/21 DATE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 2.0 LOAD LIST (CONTINl 2.5 Floor Floor Cover Sheathing 2x F.J. 5/8" Gyp. Bd. Insulation and Misc. IoL = ILL= Total Load= 5.5 psf 2.3 psf 3.5 psf 2.8 psf 0.9 psf 15.0 psf 40.0 psf (60.0 psf -Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed = 110 mph Exposure Cat = B Ps = >.Kzrl*Ps30 {ASCE 7-16-Equation 28.5-1) P = 26.6 psf P = 16.0 psf (*0.6 -ASD) 2.7 Seismic SMs = l.157 Sos = (2/3) SMs S0s = 0.771 Cs = 0.119 USE: v= 0.119 WoL ASD BASE SHEAR VASD ( 11.4.5) >. = 1.00 (fig. 28.5.1-Ps30 = 26.6 psf Kzt = 1.00 (fig. 26.8-1) I = 1.0 USGS APPLICATION s.= o.964 s 1= 0.351 F.= 1.20 Fv = 0.00 R = 6.5 I = 1.00 h0 = 25.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY S1 <0.n s, >0.04 Ss>o.u (11.6 ASCE 7-16) (I 1.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) T.= C1 • (h11)°""= 0.22A Ts = S01/S05 _ 0 k = 1.0 E:qn. 12.8-1 NotOI Ta<0.5 Seismic Design Category: D 6/9/2•121 Brucker U.S. Seismic Design Maps OSHPD ~,A-, 2855 Torry Ct, Carlsbad, CA 92009, USA Latitude, Longitude: 33.093093, -117.2489874 Managuaf ....i-._;.! . ,l ,.. I I / ! • Wi1eBags.com q • i ) ; f Map data ©2021 _Google-.-----......_------..,_ f •-~•.,. '••·•w ~ -• ·• •-~ --··•-•·-•·• • ·•~• • .,._,. ,. • '··• ,Date ' '. Design Code Reference Document i Risk Category I :stte Clan !Type I I Ss i i S1 SMs I ; SM1 l Sos I 'S01 'Type ! soc ' Value 0.964 0,351 1.156 null -See Section 11.4.8 0.771 null -See Section 11.4.8 Value null -See Section 11.4.8 ; F8 1.2 : F v null -See Section 11.4.8 j PGA 0.421 : FPGA 1.2 ! PG~ 0.505 [ TL 8 '. SsRT 0.964 ; SsUH 1.073 i SsO 1.5 ! • S1RT 0.351 I i S1UH 0.386 S1D 0.6 PGAd 0.5 CRs 0.898 https://seisrnicrnaps.org Description 6/9/2021, 9:54: 19 AM ASCE7-16 II D-Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric S9lsmJc daslgn vaJus at 0.2 S8COOd SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplificatlon factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. (1 .0 second) Factored uniform-hazard (2% probability of exceedance In 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods 1/3 MEMBER REPORT Floor Framing, (FJ-1) Fir Jst PASSED 1 plece(s) 2 x 12 OF No.2 0 16" OC ... .. 0 0 All locations are measured from the outside face r:i left support ( or left cantilever end). All dimensions are horizontal. ~~~.~~~~:1.fl\ "")<"lii'-'"~l:-1"-y:,, , Y.l.'\i' .. ~-. ,.~:~rt; Member Reaction (lbs) 270@ 2 1/2" 2109 (2.25") Shear (lbs) 188 @ 1' 2 3/4" 2025 Moment (R-lbs) 471 @ 3' 9 1/2" 2729 Live Load Oefl. (in) 0.011 @ 3' 9 1/2" 0.179 Total Load Oefl. (In l 0.015 @ 3' 9 1/2" 0.358 TJ-Pro"' Rating N/A N/A • Oellectlon crttena: U (l/480) and Tl (l/2'10). • Allowed moment does not reflect the adjustment for the beam stabilty factor. ~ ~-I'('e:t~\t1.~,~~~: ,,-.•-:,i~. '' Passed (13%} -· Passed (9%) 1.00 Passed (17%) 1.00 Passed (l/999+) .. Passed Cl/999+ l -- N/A -- l~,•···•· ' ~ ' ..• , -"''"'~""o/-"';::t)l,:'::·:t~ 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) 1.0 D + 1.0 L (All Spans) N/A System : Floor Member Type : Joist Building Use : Resldentlal Building CDde : !SC 2018 Design Methodology : ASD • A 15% Increase In the moment capacity has been added to account for repetJ!Ne member US09"· • Applialble calculatloos are based on NOS. • No composite action between deck and ~ was conSlden!d in analysis. 2 • Stud wall -DF 1 !W Rim Board weven-,ser wamints that the ,izing of Its products wtn be In accordance with Weyerhaeuser product design a1tena and published design values. weye,tiaeuSer expressly disclalms any other warranttes related ID the software. Use of this software Is not In~ ID circumvent the need for a deslon professional as determined by the authority having jurisdiction. Toe designer of record, builder or framer Is responsible to assure that thls calcuation Is compatible with the ow,rall project. Access0f1es (Rim Board, Bklddng Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerl,aeuser fadlttles are third-party certified to sus1lllnable forestry standards. Weyerhaeuser Englnttied LUmber Prooocts have been evaluated by ICC-ES under =luatloo reports ESR· 1153 and ESR-1387 and/or testl!d In acx:oroance with applicable AST1'1 standards. For cum,nt rode evaluation reports, Weyemaeuser product Uteralure and lnstalation delalls refel' to www.weyemaeuser,Oll!Vwoodproducts/document-lll:rary. Toe product applcatlon, lrl)ut design loads, dimensions and support 1nronnauon have been provided by ForteWEB Softwarl! Operator FoneWEII Softwllrw O!MnllOr .Job Notes Paul0v1~ PCSD Engineering (760) 207-1885 paul.pcsd@gmall.com Wcycrhacu>Cr 6/14/202110:39:28 PM UTC ForteWEB v3.2, Engine: VS.2.0.17, Data: VS.1.0.16 File Name: Brucker Page 1 / 1 0 MEMBER REPORT Floor Framing, (FB·l) Flr Bm 1 plece(s) 4 X 8 DF No.2 PASSED + 0 All locations are measured from the outside face <:J left support (or left cantllever end). All dlmenslons are horizontal. '~~-~-~\<1-~1; ~fi;Jir " "';"½14 t~Jli~1iflj . . i~::fi~~ ·tr~~ '-~'""' '"' r;:,.1-_ .... } ,, ~·'. "'.'.~ . ...,,~'2'J;~~; " System : Floor Member Type : Drop Beam Bulldlno Use : Residential Bulkllno Code : rec 2018 Design Methodology : ASD Member Reactlon (lbs) 1511@ 2" 7656 (3.50") Passed (20%) .. 1.0 0 + 0.75 L + 0.75 Lr (All Spans) Shear (lbs) 1046 @ 10 3/4" 3045 Passed {34%) 1.00 1.0 0 + 1.0 L (All Spans) Moment ( Ft·lbs) 2131 @ 3' 3 1/2" 2989 Passed (71 % ) 1.00 1.0 D + 1.0 L (All Spans) Live Load Oefl. /In) 0.033 @ 3' 3 1/2" 0.208 Passed (l/999+) .. 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Oefl. (In) 0.089 @ 3' 3 1/2" 0.313 Passed (l/847) .. 1.0 0 + 0.75 L + 0.75 Lr (All Spans) • Deftec:tlon crttena: u (1./360) and Tl (l/240). • Allowed moment does not reflect the lldjustment for the beam stability factor, • App(lcable calculatlOnS are based on NDS. Weyerhaeuser warrants that the Sizing of Its products Will ~ In accordance with Weyerhaeuser product design criteria and publ!Shed design values. w~user ~ disclaims any other W11m1ntles related to lhe software. Use of this software IS not intended to cln:umvent the need fo< a cleslgn professlOnal as determined by the authority having juflSdictlon. The designer af reoord, builder or frame< Is responsible to assure that this calculadon Is compadble with the overall project. Accessories (Rim eoard, Blocl<lng Panels and Squash Blocks) are not cleSIIJ",ed by this software. Products manufactured at Weyemoeu,er feclfltle.s are lhlrd-1)erty C!:r11fled to sustalnable foresllY standards. Weyertiaeuser 'fnolneered Lumber Products have been evaluated bylct-'fS under evaluMlon repats 'fSll.-llS3 and ESR-1387 and/or tested tn accordance with applicable ASTM stand!lrds. For wrrent code =luatlon reports, Weye,haeuser product Uterature and lnstalladon details refer to www.weyerflaeuser,r;;om/woodproClJd:S/document-llbrary. The product appllcadon, Input deslQn loads, dimensions and support Information have been prowled by ForteWE8 5ot\ware Operator l'Or1leWfll 5oftware Operator Job Notes Paul Ovistenson PCSO EnQineenng (760) 207-1885 paut.pcsd@gmall.com A ~rhacuscr 6/14/202110:41:19 PM UTC ForteWEB v3.2, Engine: VS.2.0.17, Data: V8.1.0.16 File Name: Brudcer Page 1 / 1 MEMBER REPORT Floor Framing, {FB-2) Fir Bm PASSED 1 plece(s) 5 1/4n x 11 1/4" 2.2E Panillam® PSL O'<'era~ Length: 14' 7" + 0 0 fil gJ All locat!Ons are measured from the outside face d left support ( or left cantllever end). All dimensions are horizontal. 4ns @ 2· 11484 (3.50") Shear lbs 3931 @ 1' 2 3/4" 11419 Moment (Ft·lbs) 16'160@7' 31/2" 26955 Uve Load Oefl. In) 0.325 @ 7 3 1/2" 0.475 Total Load Oefl. In 0.468 @ 7 3 1/2" 0.712 • Deflectlon crtterill: LL (l/360) and n (l/2'40). • Allowed moment does not rellect the adjustment for the beam stallllty factor. •Maximum allowable bracing h,1$vats based on applied load. 1.00 1.0 D + 1.0 1.00 1.0 D + 1.0 L All Spans 1.0 D + 1.0 L (All Spans) Passed l/365 1.0 D + 1.0 L (All Spans) System : Floor Member Type : Drop Beam Bullclng Use : R.esidentlat ~ COde: 18C 2018 Design Methodology : A50 Weye,haeuser -,-ants that the sJzlng of Its products wtll be In ao:x,,dance wllh W~ product design ~rlil and published Cleslgn values. Weyerhaeuser expressly dlsdalms any olher warra~ related ID the sof\ware. Use of this software IS not lntfflded ID clrc~ the need for a deSl1ln professional as detenntned by the authority havtng jur1sdictlon. The designer or r«Ol'd, builder or fntmer IS responsible 10 assure that this caleulatlon Is compaUble with the overall project. Accessories (RJm Board, Bloddng Panels and Squash 81oc:ks) are not designed by this software. Prowcts ma~ at Weyerhaeuser facilities are thir6-perty certified ID sustainable forestry standards. Weye,haeuser Engineered Lumber ProciKts have been evalu;,ted by ICC·ES under evalu;,tion reports ESR-1153 and ESR-1387 and/or teslJed 1n aaxrdance wnt, applcable ASTM -.lards. For current code ewduallon reports, w~ product ~rure and lnstalatlon dela1ls refer '10 www.weyerhaeuser.a,m/woodproc1Jcts/document-Nbrafy. The p,oduc:t appllcatlon, lr(lut design IOads, dlmenslOnS and support Information halle been provided by ForteWEB Software Opefator -WE■ Softw-()peratnr Job,._ Paul Christenson PCSO Engineering (760) 207-1885 A paul.pcsd@gmaa.oom Weytrh.lcuscr 6/14/202110:44:24 PM urc ForteWEB v3.2, Engine: VS.2.0.17, Data: VS.1.0.16 File Name: Brucker Pagel/1 + 0 MEMBER REPORT Roor Framing, (FB-3) Ar Bm 1plece(s)31/2" x 111/4" 2.2E Parallam® PSL Overall Length: 10' 9· All locatlons are measured from the ootslde face cJ left support (or left cantilever end). All dimensions are horizontal. ~· ·-. ~ :~.(;,,, ,:;-e~-~~~-~ .',;(~~_.. .. :-, :Mili,t~-! . .'·7; ~"1i,;~ ::,/ l_!J.,i,,,,.; .. ...~ . , ,-' ~) ;f'l;-t;,t"" -. Member Reaction (lbs) 4124 @ 2· 7656 (3.50") Passed (54%) --1.0 0 + 1.0 L (All Spans) Shear (lbs) 3181 @ 1' 2 3/4" 7613 Passed (42%) 1.00 1.0 0 + 1.0 L (All Spans) Moment (Ft-lbs) 100)7 @ 5' 4 1/2" 17970 Passed (58%) 1.00 1.0 0 + 1.0 L (All Spans) Uve Load Oefl. (In) 0.147 @ 5' 4 1/2" 0.347 Passed (L/852) --1.0 0 + 1.0 L (All Spans) Total Load Oefl. (In) 0.250 C> 5' 4 1/2" 0.521 Passed (L/500) -1.0 0 + 1.0 L (All Spans) • Oelledlon crtteria: LL (l/360) and n (1/240). • Allowed moment does not reflect the adjuStment for the beam stability factor. Bollom Edge (Lu) 10' '1' o/c •Mal<imum allowable bracing lnteNals based oo applied load. > J'j{ ••f.• -:?,v• y . ~~~ 0 '• C ,. ~ 0. 0 • Self 1 ·lklifonn(Plf) )!I • • -r,. i,) PASSED 7/ 0 System : Floor Member Type : Drop Beam llulldlng Use : Resldentlill Bulldlog Code : lBC 2018 Deslon Methoclolo0 ; ASO Weyert,aeuser warrants that the sizing of Its products will be In aooordance with Weyerhaeuser product design crfterlil and publlshed <leslgn values. w~ expressly <lsdalms any other watrantles relal<!d to the software. Use of this software Is not Intended to clreumvent the need for a des91 professional as determined Ii'( the authority having jUltsdktiOn. The designer cl record, builder or framer Is responsible to assure that this calandon Is compodble wtth the overall project. Acces50r1es (Rim Board, Bloddng Panels and Squash Blod<s) are not designed by this SIOftware. Products manufactured at Weyemaeuser fad~ties are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC·ES under evaluation reports ESR-1153 and ESIM387 a,:wj/or leSte<I 1n aoa,rdance wtth •~ AST1'I --.. for CUTent code evaluallon repor1s, Weyerhaeuser prodw: 'llleralure and lns1alallon detafts refer to www.weve,haeuser.com/woodproductt/clooJment➔lbraly. The product applcatlon, Input design loads, dlmenSlons and support lrlormatlon have been provided by ForteWEB sonware Operator l'oneWEII Softw.,. Operator Job Nocm PaulOWlstenson PCSD Engineering (760) 207-1885 A paul.pcsd@Qmai.com 6/14/202110:46:45 PM UTC ForteWEB v3.2, Engine: VB.2.0.17, Data: VB.1 .0.16 Ale Name: Brucker Pagel /1 MEMBER REPORT Aoor Framing, (FB-4) Ar Bm PASSED 1 plece(s) 3 1/2" x 111/4" 2.2E Parallam® PSL o/ (),;era II length: 8' 1 o· .. 0 -♦ 0 ill ~ All locations are measured from the outside face~ left support (or left cantilever end). All dimensions are horizontal. rn: •. ~:Floor Merrb!r Type : Ornp Beam Member Reaction Bulldlng Use : Resldemlal Shear lbs} 1712@ 171/4" 7613 Passed 22% 1.00 1.0 D + 1.0 L All S ns) Bullclng Codi! : lBC 2018 Moment (R·lbs) 5641 @4' 7" 17970 Passed (31 %) 1.00 1.0 D + 1.0 L (All Spans) 0esql Methodology : ASD Uve Load Oefl. (In 0.043 @4' 7• 0.283 Passed L/999+ 1.0 D + 0.75 L + 0.75 Lr All S ns Total Load Deft In 0.104 @4' 7• 0.425 Passed L/981 1.0 D + 0. 75 L + 0. 75 Lr (All Spans • Deftectlon cnterta: U (l/360) and n (1/2'40). • Allowed moment does not reflect the adjustment for the beam stability factor . .... , Top Edge (Lu) 8' 10' o/C BottomEdge(Lu) 8' 10' o/C •Ma>dmum allowable bracing Intervals based on applled load. 0-Sef 1 • U>lform (PU') 2 • Point (lb) Wey,emaeuser wam1nts that the sizing of Its products wlR be In accordance with Weyerhaeuser product design aitena and published design values. Weyemaeuser expressly dlsdalms any other wamntles refall!d ID the soltWare. Use of this software Is not lntl!nded ID cJrcumvent the need 1br a desfOn pn:,(esslonal as dell!rmlned by the authority having jurisdiction. The designer of record, builder or framer Is responslllle to assure that tNs c:alculatlon Is COftll)atible with the ownll project. Aalessorles (Rim 8oa<d, Blod<.lng ~ and !qash Blocks) a,e not de:sq,ed bf tNs taftware. ProcM:ts manuladum:I at w~ l'adltles ft lhlrd-piw-ty cortifled to suslal-forestry standards. Weyerhaeuser E~ Lunt>er Products have been ewluatied by ICC-ES under evaluation reports ESR-1153 and ESR-1387 ar,d/or ll!s1l!d n aa:ordanee with applicable A5™ standards. For airrent C0de evaluation ~. w~ product lltl!rabJre and Installation delalls refer ID www.weyemaeuser,oom/woodprooxts/document·ltnry. The ,ro<llct appllcatlon, Input design loads, dimensions and support lrionnaUon have been provided by ForteWEB Soft.ware Operator -• Software 0peratDr Job"- Pau0v1slenson PCSO Engineering (760) 207-1885 paul.pcsd@gmal.c.om ~hac,uw 6/15/2021 8:06:00 PM lTTC ForteWEB v3.2, Engine: V8.2.0.17, Data; VS.1.0.16 File Name: Brucker Pagel /1 MEMBER REPORT Roor Framing, (FB·S) Ar Bm 1 piece(s) 5 1/8" x 12" 24F-V4 DF Glulam Overall Ltngth: 14' 7" ' . • I 0 AJl locatlons are measured from the outside face~ lelt support (or lel't cantllever end). All dimensions are horizontal. Member Reaction Passed (60%) 1.0 D + 0.75 L + 0.75 Lr All Spans) Shear lbs) Passed (47%) 1.00 1.0 D + 1.0 L (All Spans) Pos Moment (Ft-lbs 21258 @ r 10 1/4" 24600 Passed (86%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Defl. (in) 0.306 @ 7' 4 7/16" 0.475 Passed (l./560 1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Dell. In) 0.723@ 7' 4 11/16" 0.712 Passed l./237) 1.0 D + 0.75 L + 0.75 Lr All ns) • Oeflectlon criteria: ll (l/360) ard n (I/HO). • Allowed moment does not renect the adjustment ror the beam stllblHty factor. • Cl1llcal posltM! moment adjustl!d by a volume factcr o( 1.00 that was Clllcuated using length l • 1◄' 3". • The effects ot poskM or negatM! camber have not been aa:ounted for when calculattng deflection . • The specified glulam Is assumed Ill haw Its strong JamlnatJons at the bottom ot ttie beam. Install wld1 proper side up as Indicated by ttie manufacturer . • Applicable caJculatlons are based on NOS. 1◄• rote •Maximum allowable bracing Intervals based on applied load. PASSED 0 ~" System : Floor ~r'type: Drop Beam Building Use : Residential Building Code : !BC 2018 Doslgr, MelhodcloQy : ASO Weye,haeoser -.ants that the stztng ot Its products wll be In acmrdara wtd1 w~ prodUct design -and publtshed design values. Weyert,aeuser o,qnssty di5dalms any other warranties related to the software. Used this softwan! Is not Jn'-led to drcunwe<t the need for a desJgl professional as demmlned by the authority having jur1sdlctlon. The desll,ler ot record, ~ or framer IS responsible Ill asSUn! that this calculation Is compadble with the OYl!nlll project, Acces50t1es (Rlm Board, lllodclng Panels and Squash Blocks) are not designed by this softwan!. Pnxb:ts manufactured at Weyerhaeuser fadlllles .we lhlrd-party certltled IX> sustainable forestry standards. Weyerhaeuser fngJ,--ed Lumber Products have been evaluated by ICC•ES ooder evaluation reports ESR-1153 and ESIH387 ""°'°' tested In acx:ordance with applicable ASTM standards. For CUrn!nt code evaluation reports, Weyemaeuser product Hb!rature and Installation details refer to --~ .a,m/woodprtxlucb/document-lbra,y. The product application, lnpUt design loads, dmeoslOnS and Sl4'l)Ort Information have been l)fOYlded by Fortl!WEB ~ Cll)erMOr fcNtleWH SaftwM9 Operator Jol>N«m Paul Ovtstemon PCSD Engineering (760) 207-1885 A paul.pcsd@Omal.oom 6/15/2021 8:11:36 PM UTC ForteWEB v3.2, Engine: 118.2.0.17, Data: VS.1.0.16 File Name: Brucker Pagel /1 PCSD Engineering 3529 Coastview Court 'Carlsbad, CA 92010 (760) 207-1885 • paul.pcsd@gmail.com -~ -• S.14!:~J,~~,W.k ~-'/; DESCRIPTION: (FB-6) Fir Bm CODE REFERENCES ·calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Project Title: Engineer: Project ID: ProJect Descr: Material Pro~pi:.:e::rt.::le:=:s::_ ____________________ _ Analysis Method : Allowable Strength Design Fy : Steel Yield : Beam Bracing : Beam Is Fully Braced against lateral-torsional buckling E: Modulus : Bending Axis : Major Axis Bending Printed· 15 JUN 2021, 1:17PM \' ~ .. J'llii:8rilciej:ec$,, : . ~'u:aoJ J1, 50.0 ksi 29,000.0 ksl • I 0 (2.07) Lr0 89) L(3.29) W8x48 Span • 22.0 n A lied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weiAht calculated and added to loadinQ Uniform load : D = 0.1020, Lr = 0.040, L = 0.0530 k/ft, Tributary Width= 1.0 ft Pointload: 0=1.710, lr=0.410, L=2.420k@10.330ft Point Load : D = 2.070, Lr= 0.690, L = 3.290 k@ 15.250 ft DESIGN SUMMARY MaXirTiuin Beridlri9-StresS Ratio -•• Section used for this span Ma : Applied Mn I Omega : Allowable 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 Deflectlons Load Combination Span ·+{J-+L+H Vertical Reactions Load Combination Support 1 OveraU MAXlmum 6.068 Overall MINimum 0.669 -+O+H 3.192 -+04.+H 6.068 -+04.r+H 4.061 -+O+S-+tt 3.192 -+0-+0.750Lr-+0.750L +H 6.001 -+D-+0.750L-+0.750S+H 5.349 -+0-+0.60W+H 3.192 -+0-+0. 750Lr-+0.750L-+0.4S0W+H 6.001 ·+{)-+0,750L-+0.750S-+0.450W+H S.349 -+0.60O-+0.60W•-0.60H 1.915 -+0-+0. 70E-+0.60H 3.192 -+0-+0.750L-+0.750S-+0.5250E+H 5.349 0.424: 1 W8x48 51 .848 k-ft 122.255 k-ft -+O+l-+fl f0.37tft Span# 1 Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination location of maximum on span Span # where maximum occurs 0.418 In Ratio= 0.000 in Ratio= 0.810 in Ratio= 0.000 in Ratio = 631 >=360 0 <360 326 >=240. 0 <240.0 Max .• _. Dell Location In Span load Combination 0.8098 11.314 Support notation : Far left Is #1 Support 2 7.888 1.111 3.888 7.888 4.999 3.888 7.721 6.888 3.888 7.721 6.888 2.333 3.888 6.888 0.0000 Values in KIPS Design OK o.11·s : 1 W8x48 7.888 k 68.0 k -+O+l4-l 22.000 ft Span# 1 Location In Span 0.000 ,~FORTE·mm 0 MEMBER REPORT Floor Framing, (FB· 7) Hdr Bm 1plece(s)31/2" x 11 7/8" 2,2E Parallam® PSL Owrall Length: 12' 7" All locations are measured from the outside raced lelt support (or lelt cantllever end). All dimensions are horlzontal. ~:; •. ~· 1mM~·-~---i!~,1•~:t•·,111~,il-1: •Miiuftcst1~~~ :fibii\.,·1~,.~,~· • .~t'l'.$.«'·M:lJ~ Member Reaction (lbs) 3589 @ 12· 5• 7656 (3.50") Passed (47%) -1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs) 2889@ 11' 3 5/8" 8035 Passed (36%) 1.00 1.0 0 + 1.0 L (All Spans) Moment (Ft-lbs) 11803@ 6' 6" 19902 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Oefl. On) 0.148 @ 6' 3 11/16" 0.408 Passed (l/996) •• 1.0 0 + 0.75 L + 0.75 Lr {All Spans) Total Load Oefl. (In) 0.338@ 6' 3 11/16" 0.613 Passed (l/436) •• 1.0 0 + 0.75 L + 0.75 Lr (All Spans) • Oeflecllon crtte<1a: ll (l/360) and Tl (l/2'40) . • Allowed moment does no( renect Ille adjustment for Ille beem stabllty factor. I • Column • Of Oto 12' 7" o to 12• r (Front) 237.0 20.0 6' 6° (Front) 921 PASSED + 0 System : Floor Member Type : Drop Beam BuHctno tJse : Residential Bulldino Code : !BC 2018 Design Me1tlodoloQy : ASO weyemaeuser wllmlnls that the sizing ol Its products wfll be In aa:ofdance with W~ pro,b:t desfon oite<la and putilShed deSIOn values. W~ exprnsty dlsdalms any other ~ -to the software. Use ol !tis software Is no( Intended to clrcl.rT1vent tile ,-i for a deslgr, pro(esslonal as del"ermlned by tile authority having jurlsdk:tlon. The designer of ""'°"'• builder or framer Is rosponslble to as....-e that this alculaliat-. is axnpotlble with tho _,..,I pro;,ct. Aa:assoriK (Rim Board, lliod<lnQ Panels and~ l!llld<s) ¥e nctdosq,ed t,v this~ Pta1Jds -at ~ tadlilles are ltiro-pa,ty oe,tjffed to sustalollble lbreslry standards. w~ Engl-u,nt,er Products ha\/<! '-1 evaluil!Jed by ICC-ES under evaluatlon l'l!!)OrtS esR· 1153 end ESIM387 and/or tested In aroirdance with appllcable A5TM standards. For curTent aide evaluaUon reports, Weyerhaeuser product literature and Installation detalls refer to www.~.CQfT1/woodprocu:ts,'doclJrnent-lbraoy. The product applcallon, inp,t design loads, clmemlans end 5'.wo,t lnfonnallon have been proylded bv fa12WEB Sollware Operator ForteWEI Sol'lw-Ol)erator JobNotM Paul Christenson PCSO fnglneertng (760) 207-1885 A paul.pcsdOgmall.Q)ITI ~.., 6/15/2021 8:22:18 PM LITC ForteWEB v3.2, Engine: VS.2.0.17, Data: V8.1.0.16 File Name: Brucker Pagel /1 ·/!·~· ' ~ . ? ,u/f;,tnm,n.ron ef.rm 2Jz'ttfo .EtfaeermJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 21-291 SHEET NO lt OF ___ _ CALCULATED BY PSC DATE 6/9/21 CHECKBY ____ DATE __ _ SCALE ,,..,., c..,,,w,,-$,,,. ~ ~.., . .,_;., Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.0 Lateral Design & Analysis (Two-Story) Wind: P = A Kzt I psJo A= 1.00 Kzt= 1.0 PSJO= 26.6 psf I = 1.0 (I\SCE 7-16 -l!qua1inn 28 S-1) (fi~ 28 S 1-1) (fig 26.8) (fi¥, 2~ S·I) (table 15-2) Seismic: V = C, W DL s.= o.964 F1 = 1.2 R = 6.50 V = 0.085 • Wt • p (ASCE 7-16. Eqn 12.8-2) s, = 0.351 fv = 0.0 I = 1.00 (p -Redundancy) P = 16.0 psf Criteria 1st Story 2nd Story Each Story Resists > 35% Base Shear: Wind Loads Any Shear Wall w/ (h/1)> 1.0 is < 33% Story Force: P = 16.0 psf x Trib Area RoofLeveJ Direction: Direction: 2nd Floor Level Direction: Direction: Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = Floor Weight Diaphragm Exterior Wall Wt = Interior Wall Wt = 1st Flr. Roof Wt. = N /S = 16.0 psf X 257 sq. ft.= E /W = 16.0 psf X 516 sq. ft.= N /S = 16.0 psf X 342 sq. ft.= E/W = 16.0 psf X 637 sq. ft.= 15.0 psf x 1691 sq. ft.= 25365 lbs. 15.0 psf x 544 sq. ft.= 8160 lbs. 8.0 psf x 461 sq. ft.= 3688 lbs. 3.0 psf x 1409 sq. ft.= 4227 lbs. ------Total Trib. W,. = 41440 lbs. 15.0 psf X 1409 sq. ft. = 2 Jl35 1bs. 15.0 psf X 1155 sq. ft. = 17325 lbs. 8.0 psf X 937 sq. ft. = 7496 lbs. 18.0 psf X 0 sq. ft. = 0 lbs. Total Trib. w,. = 45956 lbs. Total Seismic Dead Load: Wt= 87396 lbs. ASD Base Shear: V = 0.085 * Wt = 7407 lbs. 4102 lbs. 8235 lbs. 5458 lbs. 10167 lbs. p = satisfied satisfied satisfied not satisfied 1 l #5°,ru/r;',tn'den.ron ef,.,, 2)/'!I'" SfaeennJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB SHEET NO CALCULATED BY CHECK BY SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com Roof Dial!hragm: N I S Direction V = 4765 A= 1691 f =V/A = p 2.82 Floor Diaphragm: N I s Direction V = 5458 A= 1409 fp=V/A= 3.87 lbs. sq. ft psf lbs. sq. ft psf Seismic Lateral Distribution V = 7407 lbs. • p Level wx h. (lbs) (lbs-ft) Roof 41440 18 745920 2nd Floor 45956 9 413604 1159524 E/W Direction V = 8235 lbs. A= 1691 sq. ft f = V/A = p 4.87 psf E /W Direction V= 10167 lbs. A= 1409 sq. ft f = V/A = p 7.22 psf F V k w~ (h~ 1 Iw-k (lbs) (lbs) 0.643 4765 4765 0.357 2642 7407 1.000 7407 21-291 \j OF PSC DATE 6/9/2 1 DATE ? ,u/f;,trutln,,o:,, &nr ct,;~o bfaeermJ 3529 Coastview Ct-Carlsbad, CA 92010 JOB 21-291 SHEET NO l1 OF ___ _ CALCULA TED_B_Y--P-S-C-DATE 6/9/21 CHECKBY DATE __ _ SCALE Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis -2nd Story Shear Walls N I S E /W Gridline Length of She81Wal1s Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type I 11 11.0 8 s B 7 7 8 B 0.0 0 0.0 0 0.0 0 0.0 0 0.0 F }SE 0 # V/0! 0.0 FA:I SE 0 #D /0! 0.0 FA~ t,E 0 # V/0! 0.0 FAl SE 0 #D /0! 0.0 FAL~E 0 # I /0! . . r. a ~ ... -...~ ,.,..,e{.ri...,._:S,.,,r:,;,,,, ~-K~ ? ,u/f;',tn,t,,hJ'On ';In, $'Jz'!J'o :&faeen'hJ 3529 Coastview Ct-Carlsbad, CA 92010 Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.1 Lateral Design & Analysis (cont.) Gridline CJ) 26 % ( 4765 X 0.26 = 1239 #) 1239 lbs. V = 11 ft. 113 plf OTF 901 lbs. JOB 21-291 SHEET NO \ ( OF CALCULATED BY PSC DAT-E--,-6/=g/"'"'"2-:-1- CHECK BY _____ DATE __ _ SCALE ~ MST37 ,?,Jf;,r~ ;r,,, ~ bpHrutJ 3529 Coaatvlew Ct· Cartsbld, CA 92010 Telephone 760) 207-1885 • Email: aul.pcacl II.com 5.1 Lateral Design & Apalysjs.(cont.) Oridline Q) 20 % 8235 X 0.20 • 1647 # ) 1647 lbs. e· ~ V • 1,0,l.C.T .w plf4(-2i" : hbffl \.i. OTF -1882 lbs. JOB .. ·, ~1-291 \L OF ----..!!£.. DATE 8/9/21 SHEET NO CALCULATED BY CHECK BY SCALE ____ DATE __ _ ffi MSTI1 ? ,u/f;,f"n'.,t-e,,"'.,, ;J,.,, .zX-,-o bfaeemrJ 3529 Coastview Ct -Carlsbad, CA 9201 0 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis -1st Story Shear Walls N /S JOB SHEET NO a 21-291 OF CALCULATED BY PSC DATE 6/9/21 CHECK BY SCALE E /W DATE --------- Gridlinc Length of Shearwalls Total Wall Ht. Type Gridlinc Length of Sheaiwalls Total Wall Ht. Type l 6 5.5 9 B B 3 2.667 9 aL SIDED 4 3 5 7.67 9 B D 3 3 9 D 0 E 6 5 11 9 B 0 .0 0 0 0 0 #0111 101 , 0 #D /0! 0 #ll!V/0! 0 #D 01 0 #D "'l!O! 0 #Dr 0! 0 #q Y/0! 0 #~t'./0! 0 #D ~/0! 0 #D11 /0! ' . ?,u/f;,tn'.den.ron ef..,, ~~o bfaeerutJ 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis (co.nt.) Gridline (}) 982 V = 5.5 lbs. + ft. OTF 3635 lbs. Gridline 0 1365 V = 5.0 lbs. + ft. OTF 3270 lbs. 18 % ( 5458 X 0.18 982 #) 1239 404 plf 25 % ( 5458 X 0.25 1365 #) 1422 557 I 1.2 plf =465 plf JOB 21-291 SHEET NO \, OF ----CALCULATED BY PSC DATE 6/9/21 CHECK BY ____ DATE __ _ SCALE ~ . . ? ,u/f;°,f"'rl.,t,m,,on ~'"' ctX~o JOB 21-291 SHEET NO if-i OF £rpeer6tJ CALCULATED BY PSC DATE 6/9/21 CHECK BY DATE 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis (coot.) Gridline '4) 8 % ( 10167 X 0.08 = 813 #) 813 lbs.+ 1647 pr,...ffi V = 2.667 ft. 923 plf, Lt~ir :.\\11/i ,.'L OTF = 8303 lbs. HDU II Gridline 0 17 % ( 10167 X 0.17 = 1728 #) 1728 lbs.+ 0 & V = 3 fl. 576 plf-. <f~) !L'COlf' (J\ vi OTF -5185 lbs. \.._P7A Gridline a) 19 % ( 10167 X 0.19 1932 # ) 1932 lbs.+ 1332 ~£ V = 11 ft. 297 plf ~ 1.,'l 1 f &" -,~ \1/)lA OTF = 2670 lbs. ... ---. ------- JOB 21-291 SHEET NO t,o OF ----$' ,u/&,tn'mln.ron ef,.,, $/Ziff" £rJU'eennJ CALCULATED BY PSC DATE 6/9/21 CHECKBY ____ DATE __ _ 3529 Coastview Ct• Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 • Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w = 1125 plf width = ~ plf 1500 psf ASBP = 1500 psf 0.75 ft (MIN.) => 9 INCHES (MIN.) ( E) 15 "WIDE CONTIN. FTG W/ l -# 4 TOP AND BOTTOM & EMBED. 18 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING P111 = 1500 • ~ • ~ 12 12 P.11 = 7500 lbs I . 6.3 PAD DESIGN PAD SIZE LOAD Pl 28 "SQUAREx 12 "THK p = max 1500 • WI 4 -# 4 EACH WAY p = """' 8167 lbs P2 36 11 SQUAREx 12 11 THK p = max 1500 * WI 5 -# 4 EACH WAY P max = 13500 lbs 22 3 2 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDlllONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. ~C~FQJ ~ ft:ID .. !Tt:.=..: ~ ~~ DA E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control , . Sediment Control BMPs Tracking Non-Stonn Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C C C 0 ..... ...., 0 0 ::;::; C C "C ::;::; ::;::; CJ> 0 Q) "C Q) "C V, C u u C C CJ> E C E C ...., 0 ..... ::, ::, 0 '6 ·.:: c.. 0 0 0 E Q) ... ... ::;::; ... ·3 Q) :::i: "C rn CJ> ... ...., ...., C '->, CJ> CJ> C Q) ... C Q) C: V, V, V, 0 ·;:: O" ... 0 C Cc c.. Q) ·.::: -C v, C > ... w Q) 0 Best Management Practice* ~ C 0 CD c.. ... 0 Q) 0 ... (!) Q) > C ::;::; rn ;i: V, ... Q) 0 C u Q) -Q) 0 ...., .r. C I-E u ... V, ~ "C v V, :::i: C Q) C V, u Q) VJ CJ> Q) CJ> CD 'o C CJ> "C rn (BMP) Description ➔ ·o Q) V, C C 0 ::::> ~ ...., Q) Q) 0 0 :ii: C -g~ C c ::i ~ Q) ... u -0 ... 0 "C >, 0 V, 0 CJ> Q) ~E ::;::; C 0 CD VJ·-CJ> 0,-Co Q) :::i: D o> 0 C E ~o u Q) :§ ~ c X Q) a::: 0 ...., N v, u en~ Q) Q) C 'a. ..__ 3: Q) Q) 0 Q) E .!£ v ...., :, .0 E ~ := :fl = ;i: ... ·-::0 u·c ·.::: a.. 0 CJ> ...., "C .S:::. C Q) LL. u ... Q) ::, "C ·-"C 20 c O ... 0 Q) .!£ ... "C 0 0 0 --·-c.. '6 Q) > Q) u ... ...., .0 ... .0 0 ·-... 0 ·-0 Q) ... u _ ..... ... 0 0 ...., Q) 0 C 00 0 CJ> .!:!o 00 15 :g_ ...., .r. Q) ..... 0 ...., 0 = C •-C Q) 0 0 ... Q) .r. .0 ... ~o 0 ..., ... 0 o..., 0 ...., C..0 oo 3: Ui vi G: VJ C 3: ct Q) -(!) WO VJ u (!) VJ> VJ VJQ. VJ a::: a.o a. >u :::i: VJ :::i: VJ VJ U VJ :::;;; CASQA Designation ➔ r--co 0) ~ I") -.:t-I() (0 r--co 0 N I") r--co ~ N I") -.:t-I() 'T 'T ~ ~ ~ I I I I I I I I I I I I I I I I I ~ I I I u u u u w w w w I~ w w w ~ ~ VJ VJ VJ VJ i :::i: :::;;; :::;;; Construction Activity w w w w VJ VJ VJ VJ VJ/ VJ VJ z z z z 3: 3: 3: ,, Grodina/Soil Disturbance v v/ V Trenchina/Excavation ✓ V Stockoilina \ Drillino /Barino ~ '1 Concrete/ Asphalt Sawcuttinq ... ( Concrete Flotwork Pavina I I Conduit/Pipe Installation " v Stucco/Mortar Work " Waste Disoosal ... t Stoqina/Lov Down Area I ... , Eauioment Maintenance and Fuelina _{ Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt Other (list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwoter Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PROJECT INFORMATION Site Address: ~ 'ici3£-Y <Jve-r Assessor's Parcel Number: Emergency Contact: Cjg.-::.R.,:;--~-~-,-~-;J._,-~-9,--- Name: f<tcfill{li) &temt.tA~ 24 Hour Phone: [jt;;f-l/(l/ :-'73/ ~ Construction Threat to Storm Water Quality (Check Box) □MEDIUM .~ Q) -V, 0 3:..., C rn a, ::, E 0 Q) ~ CJ> co NC co :::c :::i: (0 I :::;;; 3: Q) ...., V, 0-+-' 3: C Q) a, E ..... Q) Q) CJ> be CC oo U:::i! co I i I .J Page 1 of 1 REV 11/17