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HomeMy WebLinkAbout1207 STRATFORD LN; ; CBR2022-1325; PermitBuilding Permit Finaled Residential Permit Print Date: 01/17/2024 Job Address: Permit Type: Parcel#: Va luation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1207 STRATFORD LN, BLDG-Residential 1561643200 $32,746.56 CARLSBAD, CA 92008 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: HENDRICKS: 231 SF ADDITION (ADD BEDROOM) Property Owner: Addition HENDRICKS FAMILY TRUST 05-04-05 1205 STRATFORD LN CARLSBAD, CA 92008 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRO NG MOTION -RESIDENTIAL (SMIP) SW PPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-Medium Total Fees: $2,751.56 Total Payments To Date: NOTICE : $2,751.56 Permit No: Status: {city of Carlsbad CBR2022-1325 Closed -Finaled Applied: 04/18/2022 Issued: 10/25/2022 Finaled Close Out: 01/17/2024 Final Inspection: 12/01/2023 INSPECTOR: Alvarado, Tony Balance Due: AMOUNT $755.30 $194.00 $98.00 $175.00 $2.00 $1,162.00 $4.26 $292.00 $69.00 $0.00 Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions collectively referred to as "fees." You have 90 days from the date this permit was issued to protest the imposition of these fees. To protest the imposed fees, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest with the City Manager. Failure to timely follow the required procedures will bar any su bsequent legal action to attack, review, set aside, void, or annul the imposition of these fees. You are FURTHER NOTIFIED of your right to request an audit to review the fees imposed on your project. To request an audit, follow the procedures provided in Government Code Section 66023(a). Additionally, you may file a written request for mailed notice for the public meeting to review the fee account or fund information related to certain fees that are imposed as a result of the approved permit. You are FURTHER NOTIFIED that your right to protest the specified fees DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other si milar application processing or service fees in connection with this project, NOR DOES IT APP LY to an y fees of which you have previously been given a NOTICE similar to this, and the statute of limitation has expired. Bu ilding Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov { City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date 19.Q.~ JobAddress Ip 5/r,,,,.11',J /-...,.e Unit: ____ APN: /SC, -1, '(-,oi -OO CT/Project #: _________________ Lot #:. ____ Vear Built: ________ _ BRIEF DESCRIPTION OF WORK: ~ New SF: Living SF, ~$ / Deck SF, At/4 Patio SF, N ~ Garage SF 11/A Is this to create an Accessory Dwelling Unit? O Y ~ N New Fireplace? O v;,s N, if yes how many? ___ _ D Remodel: SF of affected area Is the area a conversion or change of use? 0 YO N ----- □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ □ Solar: ___ KW, ___ Modules, Mounted:0Roof O Ground, Tilt: 0 YON, RMA: 0 YO N, Battery:OVC N, Panel Upgrade: OvON Other: PRIMARY APPLICANT • L Name: R~ j/~,.J~ Address: 7 S'frd-4/ ~ · CJtv: C:,.,I, ~,j State: e:A-Zip: '1.:21!!' 6' Phone: -E"-~-31.1'.i' Email: M · a.y #? j .,,,,.-., ·f. t;o _, DESIGN PROFESSIONA)r Name: >f:JJ/o 'j_ Address: )10"2 /'i1L~ Or/vf., Clty: Oc,«,oS•d L State: cA Zip: 1295'( Phone: Z"", 1/sg ... o 1n PROPERTY OWNER_ ~ Ji -~ Name: ~ ~ /., .> Address: f~;¢rc/ ~At City: C.,.,,/f l,.,.J State: cA Zip: 'fldd[ Phone: 7Gc -!ir.3-'IS'/7 Email: C-rA,,3t'{Q ~A.~e,o..1/. o--, CONTRACTOR OF RECORD Business Name: _______________ _ Address: ________________ _ City: ______ State:. ___ Zip: ______ _ Phone: _________________ _ • Email: _________________ _ Email: ?j /0 ,.,bu• (N. rc-/Z t'.',o.-, Architect State License: _C_l_t __ 7 __ ~_7 ______ _ CSLB License #:. ______ Class: ______ _ Carlsbad Business License# (Required):_· ______ _ APPLICANT CERTIFICATION: I certify that I hove read the application and state that the above information is correct ond that the information of the plans Is accurate. I agree to comply with oil City ordinances ond State lows relating to building construction. DATE: 41/4 /z~ 1635 Faraday Ave Carlsbad,CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov REV. 10121 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM I AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 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): D 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. PolicyNo., ___________________________________________ _ -OR- D 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:----------------• -OR- D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to criminal penalties and clvil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name: _______________________ Lender's Address: ______________________ _ CONTRACTOR CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated Is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed In accordance with all regulations In existence at the time of their construction, unless otherwise noted. NAME (PRINT): __________ SIGNATURE: __________ DATE: ______ _ Note: If the person signing above is an authorized agent for the contracto r 'd tter ofauthorization on contractor letterhead. ---OR---·· ·-... • ... •-·- (OPTION B): OWNER-BUILDER DECLARATION: ~ ereby 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. 044, 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- DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, l}lFORM 8-61 "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 low, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http:I/www.leginfo.ca.gov/ ca/aw.html. OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans Inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated Is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All Improvements existing on the property were completed In accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT),e,~" Q..-f J,./f!!AJ,,1~--> Note: If the erson si nin above is an authorized a ent for the IGN:~J ~.; DATE:(/2.rl~ owner Include form B-62 si ned b owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8S58 2 Email: Buliding@carlsbadca.gov REV.10/2 ( City of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM B-61 Development Services Building Division 1635 Faraday Avenue 760-602-2719 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 _ __,/c....:..~___;;,>_..::..:.Mc.=....,-/_,__.,,k-=-/-~_-....._l _~_--'-/4-'-'4_'cJ __ Cf_~ __ oT ____ _ 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. ~ 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. 11. /!clf I understand building permits are not required to be signed by property owners unless they are responsi ble for the construction and are not hiring a licensed contractor to assume this responsibility. Ill. ,fe,11 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. M_r understand contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. V. R&l/1 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 material s, I may be considered an "employer" under state and federal law. 1 REV. 08/20 Owner-Builder Acknowledgement Continued VI. J?&//1 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 financia l risk. VII. gc//1 understand under California Contractors' State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer t hem 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. ~c/1 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 an y latent construction defects in the workmanship or materials. IX. Rell I und erstand 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 Industrial Accid ents. I also understand I may contact t he California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more Information about licensed contractors. X. J!cl/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: J)b,'" ~fr-..4-✓ h1., C.Q.~/4/,./ cA q;lootf , XI. £c//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. ,2£,/1 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 ond returned to the City of Carlsbad Building Division. I declare under penalty of perjury that I hove reod and understand all of the lnformotlon 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 have either (1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel. ~,:,(.,L e ... ,~ ,d,&ruAJ Property Own~r Name (PRINT) M~e • Ji.LL Property O~r Signature "'I JLz.z.. Date 2 REV. 08/20 ( City of Carlsbad OWNERS AUTHORIZED AGENT FORM B-62 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWN ER'S AUT HORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he may obtain permits. The form must be completed in its entirety to be accepted by the City for each separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction Project (or Description of Work): ~ ~;I,.,.., lo DOU. Project Location or Address: _/._~_5 __ f,_,-._r,_-._l_~_,_✓ __ L_,,_. ~~&,.r~_h_'S _w __ U1 ___ 9._';o_ot __ _ Name of Authorized Agent: ~£~¥-..... ~e.;~...,~-A_'/._t:,.,J. __ /._,J. __ 5 _____ Tel No. Address of Authorized Agent: __ /_;-c> _ _e,_7_-'~-f._,-._o_/:_~_/ __ t,._,,,.._. _____________ _ c .. ,~iJ, a q~8 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above Information and certify its accuracy. Property Owner's Slgnature;,::.L_L:1111 .. ~DIL-~a=-;;;;...,,~·-J.dll~=:i.::::ii::i..-==:=-------Date: 1 Building Permit Inspection History Finaled {'city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-1325) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date 11/23/2022 11/23/2022 BLDG-SW-Pre-Con Checklist Item Application Date: 04/18/2022 Owner: TRU ST HENDRICKS FAMI LY TRUST 05-04-05 Issue Date: 10/25/2022 Subdivision: Expiration Date: 02/26/2024 Address: 1207 STRATFORD LN CARLSBAD , CA 92008 IVR Number: Inspection No. 197262-2022 COMMENTS 40056 Inspection Primary Inspector Status Passed Tony Alvarado Reinspection Inspection Complete Passed BLDG-Building Deficiency November 23, 2022: Yes 12/12/2022 12/13/2022 12/12/2022 BLDG-11 Foundation/Ftg/Piers (Rebar) Checklist Item 1. Discussed with owner builder Ryan, regarding all city preconstruction meeting requirements-approved . 2. Informed regarding footing, slab, foundation soils/Geotech CERT letter information. 3. Informed regarding recycle-waste management form B-59 required, prior to final inspection approval. 198519-2022 Cancelled Tony Alvarado COMMENTS BLDG-Building Deficiency December 12, 2022: 12/13/2022 BLDG-11 Foundation/Ftg/Piers (Rebar) Checklist Item 1. Cancelled due to rain weather. 198617-2022 Partial Pass Tony Alvarado COMMENTS BLDG-Building Deficiency December 13, 2022: (Pending) BLDG-12 Steel/Bond Beam 1. Foundation footing and steel reinforcement for new ADU room addition, master bedroom room addition, scope of work for engineer plantain detail specifications -approved. 2. Special impact Spectre for reinforcement epoxy rebar towels into existing footings for new room addition slab reinforcement steel -verified and approved. 3. PENDING: a) soils/geotechnical engineer for (New)footing/slab-bottoms certified by engineer for competenUcompacted soil's condition "safe for intended use"-required documentation by geotechnical/soils engineer. 198762-2022 Partial Pass Tony Alvarado Wednesday, January 17, 2024 Reinspection Incomplete Passed No Reinspection Incomplete Passed Yes Reinspection Incomplete Page 1 of 6 PERMIT INSPECTION HISTORY for (CBR2022-1325) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 04/18/2022 Issue Date: 10/25/2022 Expiration Date: 02/26/2024 IVR Number: 40056 Owner: TRUST HENDRICKS FAMILY TRUST 05-04-05 Subdivision: Address: 1207 STRATFORD LN CARLSBAD, CA 92008 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency COMMENTS December 13, 2022: (Pending) 1. Foundation footing and steel reinforcement for new ADU room addition, master bedroom room addition, scope of work for engineer plantain detail specifications -approved. 2. Special impact Spectre for reinforcement epoxy rebar towels into existing footings for new room addition slab reinforcement steel -verified and approved. 3. PENDING: a) soils/geotechnical engineer for (New)fooling/slab-bottoms certified by engineer for competent/compacted soil's condition "safe for intended use"-required documentation by geotechnical/soils engineer. 12/15/2022 12/15/2022 BLDG-11 198927-2022 Passed Tony Alvarado Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency Wednesday, January 17, 2024 COMMENTS December 15, 2022: 1. Approved for new addition concrete footings to be poured. Verified soils/geotechnical/qualified special soils/geotechnical inspector-fooling bottom and pad compaction certification letter. 2. Foundation footing and steel reinforcement for new ADU room addition, master bedroom room addition, scope of work per engineer's plans and detail design specifications -approved. 3. Special Inspection for reinforcement epoxy rebar Doweling into existing ADU footings for new room addition slab reinforcement steel rebar -verified and approved. 4. Soils Certification letter Approval 12/15/2022: a) soils/geotechnical engineer or soils certified special inspector-for (New) fooling/slab-pad & bottoms, certified by qualified engineer or special inspector, to certify competent/compacted soil's condition is "safe for intended use"-required documentation by geotechnical/soils engineer, qualified special inspector representative or civil engineer-verified and approved. 5. The Rest of the work OK. OK to pour footings and slab concrete. Passed Yes Complete Passed Yes Page 2 of 6 PERMIT INSPECTION HISTORY for (CBR2022-1325) Permit Type: BLDG-Residential Application Date: 04/18/2022 Owner: TRUST HENDRICKS FAMILY TRUST Work Class: Addition Status: Closed -Finaled 05-04-05 Issue Date: 10/25/2022 Subdivision: Expiration Date: 02/26/2024 IVR Number: 40056 Address: 1207 STRATFORD LN CARLSBAD, CA 92008 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 05/19/2023 BLDG-12 Steel/Bond Beam Checklist Item 198928-2022 COMMENTS Status Passed Tony Alvarado BLDG-Building Deficiency December 15, 2022: 05/19/2023 BLDG-13 Shear Panels/HD (ok to wrap) Checklist Item 1. Approved for new addition concrete footings to be poured. Verified soils/geotechnical/qualified special soils/geotechnlcal inspector-footing bottom and pad compaction certification letter. 2. Foundation footing and steel reinforcement for new ADU room addition, master bedroom room addition. scope of work per engineer's plans and detail design specifications -approved. 3. Special Inspection for reinforcement epoxy rebar Doweling Into existing ADU footings for new room addition slab reinforcement steel rebar -verified and approved. 4. Soils Certification letter Approval 12/15/2022: a) soils/geotechnical engineer or soils certified special inspector-for (New) footing/slab-pad & bottoms, certified by qualified engineer or special inspector, to certify competenUcompacted soil's condition is "safe for intended use"-required documentation by geotechnical/soils engineer, qualified special inspector representative or civil engineer-verified and approved. 5. The Rest of the work OK. OK to pour footings and slab concrete. 211714-2023 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency Shearwall nailing, Metal connectors, and seismic metal hold downs, special inspectors report, scope of work per engineered plans and detail specifications-approved. BLDG-84 Rough Combo(14,24,34,44) 211605-2023 Passed Tony Alvarado Wednesday, January 17, 2024 Complete Passed Yes Complete Passed Yes Complete Page 3 of 6 i PERMIT INSPECTION HISTORY for (CBR2022-1325) Permit Type: BLDG-Residential Application Date: 04/18/2022 Owner: TRUST HENDRICKS FAMILY TRUST 05-04-05 Work Class: Addition Issue Date: 10/25/2022 Subdivision: Status: Closed -Finaled Expiration Date: 02/26/2024 IVR Number: 40056 Address: 1207 STRATFORD LN CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers NOTES Created By TEXT Created Date Angie Teanio 760-889-3839 Ryan 05/18/2023 BLDG-SW-Inspection 211713-2023 Partial Pass Tony Alvarado Reinspection Checklist Item COMMENTS Passed Are inactives slopes properly Yes stabilized? Are areas flatter than 3:1 Yes covered or protected? Are sediment controls properly Yes maintained? Are erosion control BMPs Yes functioning properly? Are natural areas protected Yes from erosion? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has sediment accumulated on Yes impervious surfaces? Are dumpsters and trash Yes receptacles covered? Has trash/debris accumulated Yes throughout the site? Are all storage areas clean Yes and maintained? Were spills/leaks observed Yes during the inspection? Were there any discharges Yes during the inspection? 07/06/2023 07/06/2023 BLDG-18 Exterior 216424-2023 Passed Tony Alvarado Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Exterior stucco wire lath and seal all Yes penetrations, for new addition to existing ADU-approved. Wednesday, January 17, 2024 Inspection Incomplete Complete Page 4 of 6 PERMIT INSPECTION HISTORY for (CBR2022-1325) Permit Type: BLDG-Residential Application Date: 04/18/2022 Owner: TRUST HENDRICKS FAMILY TRUST 05-04-05 Work Class: Addition Issue Date: 10/25/2022 Subdivision: Status: Closed -Finaled Expiration Date: 02/26/2024 Address: 1207 STRATFORD LN IVR Number: 40056 CARLSBAD, CA 92008 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-SW-Inspection 216544-2023 Partial Pass Tony Alvarado Reinspection Incomplete Checklist Item COMMENTS Passed Are inactives slopes properly Yes stabilized? Are areas flatter than 3: 1 Yes covered or protected? Are sediment controls properly Yes maintained? Are natural areas protected Yes from erosion? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Have materials collected Yes around the storm drains? Has sediment accumulated on Yes impervious surfaces? Are dumpsters and trash Yes receptacles covered? Has trash/debris accumulated Yes throughout the site? Are stockpiles and spoils Yes protected from runoff? Are all storage areas clean Yes and maintained? Were spills/leaks observed Yes during the inspection? Were there any discharges Yes during the inspection? 08/08/2023 08/0812023 BLDG-16 Insulation 219929-2023 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Drywall/gypsum board-fastening Yes attachment schedule per plan-approved. 08/29/2023 08129/2023 BLDG-17 Interior 222205-2023 Passed Tony Alvarado Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/0112023 12/01/2023 BLDG-Flnal Inspection 232002-2023 Passed Tony Alvarado Complete Wednesday, January 17, 2024 Page 5 of 6 PERMIT INSPECTION HISTORY for {CBR2022-1325) Permit Type: BLDG-Residential Application Date: 04/18/2022 Owner: TRUST HENDR ICKS FAM ILY TRUST 05-04-05 Work Class: Addition Issue Date: 10/25/2022 Subdivision: Status: Closed -Finaled Expiration Date: 02/26/2024 Address: 1207 STRATFORD LN CARLSBAD, CA 92008 Scheduled Date IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS BLOG-SW-Inspection Checklist Item 232177-2023 COMMENTS Are inactives slopes properly stabilized? Are areas flatter than 3:1 covered or protected? Are sediment controls properly maintained? Are erosion control BMPs functioning properly? Are natural areas protected from erosion? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Wednesday, January 17, 2024 40056 Inspection Primary Inspector Status Passed Tony Alvarado Reinspection Inspection Passed No Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Complete Page 6 of 6 From: Taylor White twghostrider 01 n 1aho" .corn Subject· Inspection Report -1205 Stratford Ln. Date Mar 15, 2023 at 12:45:44 AM To ryan.henny@gmail.com, Sea n Mosch sdrnosch@gmail.com, Gui llermo Myers 9'17( hostriderO l~L9 11a1I c..om Attached is the inspection report for today's epoxy inspection. Let me know if you need anything else. Taylor White Ghostrider Inspection Inc. (760)-473-5052 Ghostrider Inspection Inc. Taylor White 760-473-6062 Email, twghostrlder01@yahoo.com CLIENT Owner DATE 3/14/2023 ARCHITECT Studio4 PROJECT ADDRESS CTY Sean Mosch 868-212-6660 Email, sdmosch@gmall.com 1205 Stratford Addition 1205 Stratford Lane Carlsbad, CA 92008 2909 Mesa Drive Oceanside ,CA 92054 JOB# Ghostrider lnse,ection Inc. ENGINEER Paul Joseph Longton PERMIT# CBR2022-1325 PLAN FILE# Not Applicable CONTRACTOR Owner w.o.# Not Applicable , INSPECTION , SAMPLES QTY. I MATERIAL DESCR1Pr1ori CHECKLIST Epoxy All-thread Concrete,PSI/PSI: # Unknown/Existing Epoxy Type : # Simpson SET-XP (ESR 2508) Batch Number: # 1000300564, Exp. 10/2024 Threaded-Rod: # 5/8" Dia. Galvanized Approved Plans Available Compressed Air Blow,Brush,Blow Bottle Brush Nylon 3/4" Dia. Edge Distance Per Plans Weather Indoors Safety Gear: Hardhats,Glasses REMARKS: Inspected contractors epoxy all-threaded on project for (2) HDU2 as shown on approved plans, per detail S2. Located along GL 2. Contractor drilled¾" dia. X 13-1/2" deep holes. Contractor used dry, clean, compressed air & a ¾" Dia. nylon bottle brush to clean the holes. Holes were filled with epoxy and 5/8" Dia. (Galvanized) All-threaded rods were installed. Work on project is ongoing. CEil7IRa OFCOMIIIMNCE:: o~-~ .. o/ NPOtfN-t unlwidlfflllWnaflllf,.....,,...._,,._wftlt(lfllriiiN=-.,pK/Jkdoftllmfi Ji,plmtleNcdoMo/"-/J""""'9--Fo,IN,,.po,ftobe """'"_,_ •/fttol ~ -,-Jllyth.....,,,,.,,._, ..... "Flnol lllpottof OltdlfHIIW/a/, ~~~l•~IWPll!'L-dNl~l!ltltt -'r ~!l!!IYontl"-i'r~ .,.,_,.., o,,/tt/otl or ~rmtrol. Time in: Time out: ~--~ Signature___.,"'-------~---- Gulllermo Myers ~uthorization: LOCAL JURISDICTION I.C.C. # 9338071 & San Diego 1430 Th'• ls not a aowmment fomt The kdt:rnL Stat« CountvandQtr1eol1onlv1ianifvfbotlmpectiom mcomfuctcdunde,&orn,I Stat, Countrand C/t,rCodg 11010 CB-C.J 1bit dog,,prtpt is not uwt for au,,tnina, mattering or pvmotJans. This document ;, vH'd to oonwr compliang. with the Codu, • lW I NTERW EST 4 SAFEbvllf COM ANY DATE: 8/22/2022 JURISDICTION: City of Carlsbad PLAN CHECK#.: CB-CBR2022-1325.rc2 PROJECT ADDRESS : 1207 Stratford lane PROJECT NAME: Stratford Addition to ADU SET: III □ APPLICANT □ JURIS. 1:8,J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's Building codes . D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by bu ilding department staff. D The check list transmitted herewith is for the applicant's 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 the jurisdiction at: 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 : Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person 1:8,J REMARKS: SF for Addition increased in Scope of work By: Scott Harris lnterwest 8/10/2022 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, Cali fo rnia 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad CB-CBR2022-1325.rc2 8/22/2022 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CB-CBR2022-1325.rc2 PROJECT ADDRESS: 1207 Stratford lane JURISDICTION: City of Carlsbad FLOOR AREA: ADU addition ... 23lsf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 8/22/2022 FOREWORD (PLEASE READ): STORIES: 1 HEIGHT: 15' DATE PLANS RECEIVED BY ESGIL CORPORATION : 8/10/2022 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. N, SAVOIE INC . STRUCTURAL EN GI DC ? STRUCTURAL CALCULATIONS FOR HENDRICKS RESIDENCE ADDITION ITEM DESIGN CRITERIA DESIGN LOADS KEY PLAN GRAVITY ANALYSIS LATERAL ANALYSIS 1205 Stratford Ln. Carlsbad, CA 92008 (DSI JOB NO. 22-124.00) (Client: Craig & Vicki Hendricks) MARCH 10, 2022 CBR2022-1325 PAGE 1 2 3-4 5-16 17-26 1207 STRATFORD LN > I--0 HENDRICKS· 231 SF ADDITION (ADD BEDROOM) 1561643200 4/18/2022 CBR2022-1325 DUNN SAVOIE INC. I STRUCTURAL ENGINEERING 9 0 8 S. CLEVELAND ST. OCEANSIDE, C A. 92054 PH: (760) 966-6355 FAX: (760) 966-6360 DESIGN CRITERIA JOB SHEET NO. CALCULATED BY CHECKED BY SCALE 1205 Stratford Ln OF MN DATE 3/22 DATE JOB# 22-124.00 CODE: 2018 International Building Code (IBC) 2019 California Building Code (CBC) SEISMIC: Risk Category of Building: Seismic Design Category: Seismic Base Shear: For The West-East System le = Fa= Fv = II D 1.00 1.0 1.92 0.843 0.489 0.226 sec LIGHT-FRAME WALLS SHEATHED WITH WOOD STRUCTURAL PANELS R = 6.50 V = 1.0E = 0.130 *W (Strength Design) no = 3.00 V = 0.7E = 0.091 *W (ASD) Cd= 4.00 V w/ p=1.3= 0.118 *W ASD Seismic Design Force For The North-South System LIGHT-FRAME WALLS SHEATHED WITH WOOD STRUCTURAL PANELS R = 6.50 V = 1.0E = 0.130 *W (Strength Design) Qo = 3.00 V = 0.7E = 0.091 *W (ASD) Cd= 4.00 V w/ p=1.3= 0.118 *W ASD Seismic Design Force WIND: Basic Wind Speed= Exposure= 96 B MPH CONCRETE: ACI 318-14 (3-sec Gust) WOOD: NOS 2018 MASONRY: TMS 2013 STEEL: AISC 15TH EDITION FOUNDATION CRITERIA CLASS 5 SOILS PER CBC TABLE 1806.2 ALLOWABLE SOIL PRESSURE FOR D+L CLASS 4 SOILS PER CBC TABLE 1806.2 LATERAL BEARING PRESSURE COEFFICIENT OF FRICTION SHORTTERMINCREASE 1500 PSF 150 PSF/FT 0.25 1.33 1 Vaulted Roof inges 5/8" Sheathing DUNN SAVOIE ING. STRUCTURAL ENGINEERING 9D8 S. CLEVELAND ST. OCEANSIDE, CA. 92054 PH: (760) 966-63S5 FAX: (760) 966-6360 3:12 2x10 RR at 16" o.c. 5/8" d ME&P 1.0 lnsul 1.0 Miscellaneous 1.3 Wood Walls Int. Ext. DEAD LOADS (pSt) (pst) ;::,wcco 10.0 1/2" Gyp 4.4 2.2 3/8" Plywood 1.1 2x4 at 16" o.c. 1.1 1.1 Batt Insulation 0.8 Miscellaneous 1.5 0.8 L Dead Loaas 7.0 16.0 2 JOB 1205 Stratford Ln SHEET NO. OF CALCULATED BY MN DATE 3/22 CHECKED BY DATE SCALE JOB# 22-124.00 ~ UJ 3Erl~ :T~@ :,~ATHI~ ,D~R -16~ ~ < ANY REASON • ELEMENTS ::>I e, LIC:sl-1T GAUC:sE tE~ ~DUCTS :N 8ARAMETER6 ~ T14 A SIGNED ;T' A LETTER a= 3Y 14E ~JECT ==::t:==n"' LD~ OR=ICIAL. Cl) f-UJ C ~ z ..J a. LO 0 ([£ LI VIN G AREA 0:: VJ ~ ~ 3\'22, RIDGE BM ::> f-VJ • 4x4 KP .:J ::\4 G 0 x4 POST TO xb 1-lDR AT UPPERWDW ~..z O'. 'v. 0 I -.;t-x -st- 112 RIDGE BM 2x4 POS TO 4x6 1-lDR AT I I I I I --0 '5T6224' TOP ' 5PLICE5TRAI 4x4 KP I (E) 2x\i:2) RA 6> I 24' O.C., TYP I ~ L=li:2J ' I I --0 3 t (/) 0 f-I ~ ~ "" z ....J , 12,~ l 19 ::::E cr: u. u. er: z I- c ~ ,.__ ::i u .-"E ~ CII Ll~NG AREA N ..... _. ~ en ~ '<t 0 iS ::, I-en I z 0 I-(!) z 0 ....J ~ Q) :!2 :ff -,:_j ' I L 401-011 ~ I I y 4x4 WI E.N. (2) SIDES --$.-------1-----1..:....61_;-6_11 ___ ---1--------M2 ~"!\.~· ·,~.•.'1.lA"'.t~ .... .;. r.. ' ----'. ; .'.' ·, ... '-• •. • • . -•, • ·1 __ , ,:. I •., • ' ~, ' I ,'.. .. . .. I CONT FTGs w-Cl a I ~ I-<.I) I x w I INFILL WI 2x4 STUDS • 161 O.C. WI (2) lbd n 7 W/D T.N. EA END I I I Ll co _J I <') (Q I 0 I ~ (E) BATH (E} BEDROOM I I I I 7 L _J 71-411 111-011 Foo tJ bA -r'l-o.--J 4 Project Title: Engineer: Project ID: Project Descr: Wood Beam 1205 Stratford Ln MN 22-124.00 Addition & Remodel 5 UC#: KW-06014515, Build:20.22.2.9 DUNN SAVOIE INC. STRUCTURAL ENGINEERS Project File: 22-124.00 1205 Stratford Ln.ec6 (c) ENERCALC INC 1983-2022 DESCRIPTION: RR-1 -2x10 RR at 24" o.c. CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2018 Fb + Fb - 875.0 psi 875 .0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing l ' ) Douglas Fir-Larch No.2 Fe · Prll Fe -Perp Fv Ft Beam is Fully Braced against lateral-torsional buckling 2x10 D{0.030) Lr(0.040) ri Span= 8.50 ft Ebend-xx 1,300.0 ksi Eminbend -xx 470.0ksi Density 31 .210pcf Repetitive Member Stress Increase j I ) A 2x10 Span= 1.50 ft Applied Loads Service loads entered Load Factors will be applied for calculations Beam self weight NOT internally calculated and added Loads on all spans ... Uniform Load on ALL spans : D = 0.0150, Lr= 0.020 ksf, Tributary Width = 2.0 ft DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.241: 1 Maximum Shear Stress Ratio = 0.129: 1 Section used for this span 2x10 Section used for this span 2x10 fb: Actual = 332.90psi fv: Actual = 27.41 psi Fb: Allowable = 1,383.59psi Fv: Allowable = 212.50 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 4.131ft Location of maximum on span = 7.740 ft Span# where maximum occu rs = Span# 1 Span # where maximum occurs = Span# 1 Maximum Deflection Max Downward Transient Deflection 0.034 in Ratio= 2990 >=240 Span: 1 : Lr Only Max Upward Transient Deflection -0.018 in Ratio = 2030 >=240 Span: 2 : Lr Only Max Downward Total Deflection 0.060 in Ratio= 1708 >=180 Span: 1 : +D+Lr Max Upward Total Deflection -0.031 in Ratio = 1160 >=180 Span: 2 : +D+Lr Maximum Forces & Stresses for Load Combinations Load Combination Max Sfress Ratios Momenlv'alues Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm CI CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length = 8. 50 ft 1 0.143 0.077 0.90 1.100 1.00 1.15 1.00 1.00 1.00 0.25 142.67 996.19 0.11 11 .75 153.00 Length = 1 . 50 ft 2 0.019 0.077 0.90 1.100 1.00 1.15 1.00 1.00 1.00 0.03 18.93 996.19 0.02 11 .75 153.00 +D+Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.50 ft 1 0.241 0.129 1.25 1.100 1.00 1.15 1.00 1.00 1.00 0.59 332.90 1383.59 0.25 27.41 21 2.50 Length = 1.50 ft 2 0.032 0.129 1.25 1.100 1.00 1.15 1.00 1.00 1.00 0.08 44.18 1383.59 0.05 27.41 212.50 +D+0.750Lr 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.50 ft 1 0.206 0.11 1 1.25 1.100 1.00 1.15 1.00 1.00 1.00 0.51 285.35 1383.59 0.22 23.50 212.50 Length = 1.50 ft 2 0.027 0.11 1 1.25 1.100 1.00 1.15 1.00 1.00 1.00 0.07 37.87 1383.59 0.04 23.50 212.50 +0.600 1.100 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.50 ft 1 0.048 0.026 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.15 85.60 1771.00 0.07 7.05 272.00 Length = 1 .50 ft 2 0.006 0.026 1.60 1.100 1.00 1.15 1.00 1.00 1.00 0.02 11 .36 1771.00 0.01 7.05 272.00 Project Title: Engineer: Project ID: Project Descr: [ Wood Beam LIC#: KW~06014515, B~u~ifd~:2~0~.2=2.~2~.9------~DUNN SAVOIE INC. STRUCTURAL ENGINEERS DESCRIPTION: RR-1 -2x10 RR at 24" o.c. Overall Maximum Deflections 1205 Stratford Ln MN 22-124.00 Addition & Remodel 6 Project FIie: 22-124.00 1205 Stratford Ln.ec6 _J (c) ENERCALC INC 1983-2022 Load Combination +D+Lr Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span Vertical Reactions Load Combination Overa·11 MAXimum Overall MINimum DOnly +D+Lr +D+0.750Lr +0.60D Lr Only 1 2 0.0597 4.226 0.0000 4.226 +D+Lr Support notation : Far left is #1 Support 1 Support 2 Support 3 0.288 0.412 0.165 0.235 0.124 0.176 0.288 0.412 0.247 0.353 0.074 0.106 0.165 0.235 0.0000 -0 .0310 Values in KIPS 0.000 1.500 Project Title: Engineer: Project ID: Project Descr: 1205 Stratford Ln MN 22-124.00 Addition & Remodel Project File: 22-124.001205 Stratford Ln.ec6 [wood Bea~ UC#: KW-06014515, Build:20.22.2.9 DUNNSAVOIEINC.STRUCTURAL ENGINEERS--(c) ENERCALC INC 1983-2022 DESCRIPTION: RB-1 -4x12 OF #1 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2018 Wood Species Wood Grade Douglas Fir-Larch No.1 Fb + Fb - Fe -Prll Fe -Perp Fv Ft 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi E : Modulus of Elasticity Ebend-xx 1,600.0 ksi Eminbend -xx 580.0ksi Density 31 .210pcf 7 Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0 12375J Lr(0 165) 0 4x12 Span= 14.0 ft Applied Loads Service loads entered Load Factors will be applied for calculalions Beam self weight NOT internally calculated and added Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width= 8.250 ft, (Roof) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.619. 1 Maximum Shear Stress Ratio = 0.315: 1 Section used for this span 4x12 Section used for this span 4x12 fb: Actual = 1,149.87psi fv: Actual = 66.88 psi Fb: Allowable = 1,856.25psi Fv: Allowable = 212.50 psi Load Combination +D+Lr Load Combination +O+Lr Location of maximum on span = 7.000ft Location of maximum on span = 13.080 ft Span # where maximum occurs = Span# 1 Span # where maximum occurs = Span# 1 Maximum Deflection Max Downward Transient Deflection 0.216 in Ratio = 778 >=240 Span: 1 : Lr Only Max Upward Transient Deflection O in Ratio = 0<240 n/a Max Downward Total Deflection 0.378 In Ratio = 444 >=180 Span: 1 : +D+Lr Max Upward Total Deflection O in Ratio = 0 <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v DOnly 0.00 0.00 0.00 0.00 Length = 14.0 ft 0.369 0.187 0.90 1.100 1.00 1.00 1.00 1.00 1.00 3.03 492.80 1336.50 0.75 28.66 153.00 +D+Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.619 0.315 1.25 1.100 1.00 1.00 1.00 1.00 1.00 7.07 1,149.87 1856.25 1.76 66.88 212.50 +D+0.750Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 14.0 ft 0.531 0.270 1.25 1.100 1.00 1.00 1.00 1.00 1.00 6.06 985.60 1856.25 1.50 57.33 212.50 +0.60D 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 14.0 ft 1 0.124 0.063 1.60 1.100 1.00 1.00 1.00 1.00 1.00 1.82 295.68 2376.00 0.45 17.20 272.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max."+" Deft Location in Span +D+Lr 1 0.3778 7.051 0.0000 0.000 Wood Beam UC#: KW-06014515, Build:20.22.2.9 DESCRIPTION: RB-1 -4x12 DF #1 Vertical Reactions Load Combination Overall MAX1mum Overall MINimum DOnly +D+Lr +D+0.750Lr +0.600 Lr Only Project Title: Engineer: Project ID: Project Descr: DUNN SAVOIE INC. STRUCTURAL ENGINEERS 1205 Stratford Ln MN 22-124.00 Addition & Remodel Project File: 22-124.00 1205 Stratford Ln.ec6 {c) ENERCALCINC 1983-2022 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 2.021 2.021 1.155 1.155 0.866 0.866 2.021 2.021 1.733 1.733 0.520 0.520 1.155 1.155 8 Project Title: Engineer: Project ID: Project Descr: 1205 Stratford Ln MN 22-124.00 Addition & Remodel 9 [wood Beam LIC#: KW-06014515, B~u~ild~:2=0~.2=2.=2.=9-------=ou'""N-N SAVOIEINC. STRUCTURAL ENGINEERS Project File: 22-124.00 1205 Stratford Ln.ec6 J (c) ENERCALC INC 1983-2022 DESCRIPTION: H1 -4x6 OF #2 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2018 Fb + Fb - 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing Douglas Fir-Larch No.2 Fc -Prll Fe -Perp Fv Ft Beam is Fully Braced against lateral-torsional buckling D 0.064 D(O 0882\Lr(0.1176) 4x6 Span = 6.0 ft Ebend-xx 1,300.0ksi Eminbend -xx 470.0ksi Density 31 .210pcf Applied Loads SeNice loads entered Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width= 5.880 ft, (Roof) Uniform Load : D = 0.0160 ksf, Tributary Width= 4.0 ft, (Exterior wall) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.581: 1 Maximum Shear Stress Ratio Section used for this span 4x6 Section used for this span fb: Actual = 825.65psi fv: Actual Fb: Allowable = 1,421 .88 psi Fv: Allowable Load Combination +D+Lr Load Combination Location of maximum on span = 3.000ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.055 in Ratio= 1316 >=240 Span: 1 : Lr Only Max Upward Transient Deflection O in Ratio= 0 <240 nla Max Downward Total Deflection 0.125 in Ratio= 573 >=180 Span: 1 : +D+Lr Max Upward Total Deflection O in Ratio= 0 <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Hatios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb DOnly Length = 6.0 ft 1 0.455 0.199 0.90 1.300 1.00 1.00 1.00 1.00 1.00 0.68 465.76 +D+Lr 1.300 1.00 1.00 1.00 1.00 1.00 Length = 6.0 ft 1 0.581 0.253 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1.21 825.65 +0+0.750Lr 1.300 1.00 1.00 1.00 1.00 1.00 Length = 6.0 ft 1 0.517 0.226 1.25 1.300 1.00 1.00 1.00 1.00 1.00 1.08 735.68 +0.60D 1.300 1.00 1.00 1.00 1.00 1.00 Length = 6.0 ft 1 0.154 0.067 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.41 279.46 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination +D+Lr 1 0.1254 3.022 Design OK = 0.253 : 1 4x.6 = 53.86 psi = 212.50 psi +D+Lr = 0.000 ft = Span# 1 SllearValues F'b V fv F'v 0.00 0.00 0.00 0.00 1023.75 0.39 30.39 153.00 0.00 0.00 0.00 0.00 1421 .88 0.69 53.86 212.50 0.00 0.00 0.00 0.00 1421.88 0.62 47.99 212.50 0.00 0.00 0.00 0.00 1820.00 0.23 18.23 272.00 Max. "+" Oefl Location in Span 0.0000 0.000 [wood~ LIC#: KW-06014515, Build:20.22.2.9 DESCRIPTION: H1 -4x6 OF #2 Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+Lr +D+0.750Lr +0.60D Lr Only Project Title: Engineer: Project ID: Project Descr: DUNN SAVOIE INC. STRUCTURAL ENGINEERS 1205 Stratford Ln MN 22-124.00 Addition & Remodel 10 Project File: 22-124.00 1205 Stratford Ln.ec6 j (c) ENERCALC INC 1983-2022 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 0.809 0.809 0.353 0.353 0.457 0.457 0.809 0.809 0.721 0.721 0.274 0.274 0.353 0.353 11 Project Title: Engineer: 1205 Stratford Ln MN Project ID: 22-124.00 Project Descr: Addition & Remodel I Wood Beam Project File: 22-124.00 1205 Stratford Ln.ec6 OC#: KW-06014515, Build:20.22.2.9 DESCRIPTION: H2 -4x4 DF #2 CODE REFERENCES OUNNSAVOIE INC.STRUCTURALENGINEERS-- Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties ---(c) ENERCALC INC 1983-2022 Analysis Method : Allowable Stress Design Load Combination IBC 2018 Fb + Fb - 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing Douglas Fir-Larch No.2 Fe -Prll Fe -Perp Fv Ft Beam is Fully Braced against lateral-torsional buckling D 0.064 D(0.0882) Lr(0.11 76) 4x4 Span= 3.0 ft Ebend-xx 1,300.0ksi Eminbend -xx 470.0ksi Density 31.21 Opcf v I I 4 Applied Loads Service loads entered Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width= 5.880 ft, (Roof) Uniform Load : D = 0.0160 ksf, Tributary Width = 4.0 ft, (Exterior wall) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.311: 1 Maximum Shear Stress Ratio Section used for this span 4x4 Section used for this span fb: Actual = 509.71 psi fv: Actual Fb: Allowable = 1,640.63 psi Fv: Allowable Load Combination +D+Lr Load Combination Location of maximum on span = 1.500ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.013 in Ratio = 2714 >=240 Span: 1 : Lr Only Max Upward Transient Deflection O in Ratio = 0<240 n/a Max Downward Total Deflection 0.030 in Ratio = 1183 >=180 Span: 1 : +D+Lr Max Upward Total Deflection 0 in Ratio = 0<180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb DOnly Length = 3.0 ft 1 0.243 0.148 0.90 1.500 1.00 1.00 1.00 1.00 1.00 0.17 287.54 +D+Lr 1.500 1.00 1.00 1.00 1.00 1.00 Length = 3.0 ft 1 0.311 0.189 1.25 1.500 1.00 1.00 1.00 1.00 1.00 0.30 509.71 +D+0.750Lr 1.500 1.00 1.00 1.00 1.00 1.00 Length = 3. O ft 1 0.277 0.168 1.25 1.500 1.00 1.00 1.00 1.00 1.00 0.27 454.17 +0.600 1.500 1.00 1.00 1.00 1.00 1.00 Length = 3.0 ft 0.082 0.050 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.10 172.52 Overall Maximum Deflections Load Combination Span Max. "-" Def! Location in Span Load Combination +D+Lr 1 0.0304 1.511 Design OK = 0.189: 1 4x4 = 40.15 psi = 212.50 psi +D+Lr = 0.000 ft = Span# 1 SfiearValues F'b V fv F'v 0.00 0.00 0.00 0.00 1181.25 0.18 22.65 153.00 0.00 0.00 0,00 0.00 1640.63 0.33 40.15 212.50 0.00 0.00 0.00 0.00 1640.63 0.29 35.78 212.50 0.00 0.00 0.00 0.00 2100.00 0.11 13.59 272.00 Max."+" Def! Location in Span 0.0000 0.000 [wood Beam _ LIC#: KW-06014515, Build:20.22.2.9 DESCRIPTION: H2 -4x4 OF #2 Vertical Reactions Load Combination OverallMAXimum Overall MINimum DOnly +D+Lr +D+0.750Lr +0.60D Lr Only Project Title: Engineer: Project ID: Project Descr: 1205 Stratford Ln MN 22-124.00 Addition & Remodel Project File: 22-124.00 1205 Stratford Ln.ec6 12 DUNN-SAVOIE INC. STRUCTURAL ENGINEERS-(c) ENERCALC INC 1983-2022 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 0.405 0.405 0.176 0.176 0.228 0.228 0.405 0.405 0.361 0.361 0.137 0.137 0.176 0.176 Project Title: Engineer: Project ID: Project Descr: 1205 Stratford Ln MN 22-124.00 Addition & Remodel 13 !Wood Beam UC#: KW-06014515, Build:20.22.2.9 --DUNN SAVOIE INC. STRUCTURAL ENGINEERS Project File: 22-124.00 1205 Stratford Ln .ec6 (c) ENERCALC INC 1983-2022 DESCRIPTION: H3 -4x8 DF #2 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2018 Fb + Fb - 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing Douglas Fir-Larch No.2 Fe -Prll Fe -Perp Fv Ft Beam is Fully Braced against lateral-torsional buckling V • V • 0(0 866) Lr( 1 155) D(0.0761 • D(0.03) Lr(0.c4) V 4X8 Span = 5 0 ft Ebend-xx 1,300.0 ksi Eminbend -xx 470.0ksi Density 31 .210pcf • • . . Applied Loads Service loads entered Load Factors will be applied for calculations Beam self weight NOT internally calculated and added Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary W idth = 2.0 ft, (Roof) Uniform Load : D = 0.0160 ksf, Tributary Width= 4.750 ft, (Exterior wall) Point Load : D = 0.8660, Lr= 1.155 k @ 2. 750 ft, (RB-1) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.811: 1 Maximum Shear Stress Ratio Section used for this span 4x8 Section used for this span fb : Actual = 1,153.13psi fv: Actual Fb: Allowable = 1,421.88psi Fv: Allowable Load Combination +D+Lr Load Combination Location of maximum on span = 2.755ft Location of maximum on span Span # where maximum occurs = Span# 1 Span# where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.040 in Ratio = 1515 >=240 Span: 1 : Lr Only Max Upward Transient Deflection O in Ratio = 0 <240 n/a Max Downward Total Deflection 0.077 in Ratio = 782 >=180 Span: 1 ; +D+Lr Max Upward Total Deflection O in Ratio = 0<180 n/a Maximum Forces & Stresses for Load Combinations Load Com-bination Max Stress Ratios Moment Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M fb D Only Length = 5.0 ft 0.534 0.262 0.90 1.300 1.00 1.00 1.00 1.00 1.00 1.40 546.69 +D+Lr 1.300 1.00 1.00 1.00 1.00 1.00 Length = 5.0 ft 1 0.811 0.386 1.25 1.300 1.00 1.00 1.00 1.00 1.00 2.95 1,153.13 +D+0.750Lr 1.300 1.00 1.00 1.00 1.00 1.00 Length = 5.0 ft 1 0.704 0.337 1.25 1.300 1.00 1.00 1.00 1.00 1.00 2.56 1,001 .52 +0.60D 1.300 1.00 1.00 1.00 1.00 1.00 Length = 5.0 ft 1 0.180 0.088 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.84 328.01 Design OK = 0.386 : 1 4x8 = 82.09 psi = 212.50 psi +D+Lr = 4.398 ft = Span# 1 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 1023.75 0.68 40.05 153.00 0.00 0.00 0.00 0.00 1421 .88 1.39 82.09 212.50 0.00 0.00 0.00 0.00 1421 .88 1.21 71.58 212.50 0.00 0.00 0.00 0.00 1820.00 0.41 24.03 272.00 ~odBeam UC#: KW-06014515, Build:20.22.2.9 DESCRIPTION: H3 -4x8 DF #2 Overall Maximum Deflections Load Combination +D+Lr Vertical Reactions Load Combination Overall MAXimum Overall MINimum DOnly +D+Lr +D+0.750Lr +0.60D Lr Only Span 1 Project Title: Engineer: Project ID: Project Descr: DUNNSAVOIE INC. STRUCTURAL ENGINEERS Max. "-" Defl Location in Span Load Combination 0.0767 2.573 1205 Stratford Ln MN 22-124.00 Addition & Remodel 14 Project File: 22-124.00 1205 Stratford Ln.ec6 --(c) ENERCALC INC 1983-2022 Max. "+" Defl Location in Span 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 1.274 1.477 0.620 0.735 0,655 0.741 1.274 1.477 1.120 1.293 0.393 0.445 0.620 0.735 Project Title: Engineer: Project ID: Project Descr: 1205 Stratford Ln MN 22-124.00 Addition & Remodel 15 ~ood Beam LIC#: KW-~06~0~1...,45~1~5,~B~u~ild~:2=0~.2~2.~2.~9-------.DUNN SAVOIE INC. STRUCTURAL ENGINEERS Project File: 22-124.00 1205 Stratford Ln.eo6 J (c) ENERCALC INC 1983-2022 DESCRIPTION: H4 -4x4 DF #2 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Analysis Method : Allowable Stress Design Load Combination IBC 2018 Fb + Fb- 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi E : Modulus of Elasticity Wood Species Wood Grade Douglas Fir-Larch No.2 Fc -Prll Fe -Perp Fv Ft Beam Bracing Beam is Fully Braced against lateral-torsional buckling .-------- l A DO 03 L 0 04 0(0~28) 0(0.03) Lr{0.04) 4X4 Span = 3 Oft Ebend-xx 1,300.0 ksi Eminbend -xx 470.0ksi Density 31.210pcf Applied Loads Service loads entered Load Factors will be applied for calculations Beam self weight NOT internally calculated and added Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width = 2.0 ft, (Roof) Uniform Load : D = 0.0070 ksf, Tributary Width = 4.0 ft, (Exterior wall) Uniform Load : D = 0.0150, Lr= 0.020 ksf, Tributary Width= 2.0 ft, ((E) Roof) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.193: 1 Maximum Shear Stress Ratio Section used for this span 4x4 Section used for this span fb: Actual = 317.39psi fv: Actual Fb: Allowable = 1,640.63psi Fv: Allowable Load Combination +D+Lr Load Combination Location of maximum on span = 1.500ft Location of maximum on span Span # where maximum occurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.009 in Ratio = 3990 >=240 Span: 1 : Lr Only Max Upward Transient Deflection O in Ratio= 0<240 n/a Max Downward Total Deflection 0.019 in Ratio = 1900>=180 Span: 1 : +D+Lr Max Upward Total Deflection O in Ratio= 0 <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Max STress Ratios Moment Values Segment Length Span# M V Cd CFN C1 Cr Cm Ct CL M fb DOnly Length = 3. O ft 0.141 0.086 0.90 1.500 1.00 1.00 1.00 1.00 1.00 0.10 166.25 +D+Lr 1.500 1.00 1.00 1.00 1.00 1.00 Length = 3.0 ft 1 0.193 0.11 8 1.25 1.500 1.00 1.00 1.00 1.00 1.00 0.19 317.39 +D+0.750Lr 1.500 1.00 1.00 1.00 1.00 1.00 Length = 3.0 ft 1 0.170 0.104 1.25 1.500 1.00 1.00 1.00 1.00 1.00 0.17 279.60 +0.600 1.500 1.00 1.00 1.00 1.00 1.00 Length = 3.0 ft 1 0.048 0.029 1.60 1.500 1.00 1.00 1.00 1.00 1.00 0.06 99.75 Design OK = 0.118: 1 4x4 = 25.00 psi = 212.50 psi +D+Lr = 0.000ft = Span# 1 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 1181 .25 0.11 13.10 153.00 0.00 0.00 0.00 0.00 1640.63 0.20 25.00 212.50 0.00 0.00 0.00 0.00 1640.63 0.18 22.02 212.50 0.00 0.00 0.00 0.00 21 00.00 0.06 7.86 272.00 Lwood Beam UC#: KW-06014515, Build:20.22.2.9 DESCRIPTION: H4 -4x4 OF #2 Overall Maximum Deflections Load Combination +D+Lr Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+Lr +D+0.750Lr +0.600 Lr Only Span 1 Project Title: Engineer: Project ID: Project Descr: DUNN SAVOIE INC-:-STRUCTURAL ENGINEERS 1205 Stratford Ln MN 22-124.00 Addition & Remodel 16 Project File: 22-124.00 1205 Stratford Ln.ec6 (c) ENERCALC INC 1983-2022 Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span 0.0189 1.511 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 0.252 0.252 0.120 0.120 0.132 0.132 0.252 0.252 0.222 0.222 0.079 0.079 0.120 0.120 3/1/22, 9:55 AM ASCE 7 Hazard Tool SCE7 H ZARD TOO ~ Location 1205 Stratford Ln, Carlsbad, California, 92008 Elevation 98 ft with respect to North American Vertical Datum of 1988 (NAVO 88) Lat: 33.165945 -<:, 0 ~J ,,, Long: -117.342186 t) 0 Standard: ASCE/SEI 7-16 -;, Risk II Category: Soil Class: D -Default (see Section 11.4.3) Wind Overlay 96 Vmph I I I hltps:l/asce7hazardtool.online cc c., Select data to display \ 17 ST 1 /1 Company Address City, State Phone Wind Loads -MWFRS all h (Except for Open Buildings) Kh (case 2) = 0.57 h = 12.4 ft Base pressure (qh) = 11.3 psf ridge hi= 14.0 ft Roof Angle (9) = 14.0 deg L = 51 .5 ft Roof tributary area -(h/2)"L: 319 sf B = 33.0 ft (h/2}*8: 204 sf JOB TITLE 1205 Stratford Ln JOB NO. 22-124.00 CALCULATED BY MN CHECKED BY GCpi= G= qi = qh +/-0.18 0.85 Ultimate Wind Surface Pressures (psf) 18 SHEET NO. DA TE ----,,3--/9,....,/2.,...2,.... DATE ---- Wind Normal to Ridge Wind Parallel to Ridge B/L = 0.64 h/L = 0.38 UB = 1.56 h/L = 0.24 Surface Cp qhGCp w/+q;GCp; w/-qhGCpi Dist.• Cp qhGCp w/ +q1GCp; w/ -qhGCp1 Windward Wall (WW) 0.80 7.7 see table below 0.80 7.7 see table below Leeward Wall (LW) -0.50 -4.8 -6.8 -2.8 -0.39 -3.7 -5.7 -1.7 Side Wall (SW) -0.70 -6.7 -8.7 -4.7 -0.70 -6.7 -8.7 -4.7 Leeward Roof (LR) -0.48 -4.6 -6.6 -2.6 Included in windward roof Neg Windward Roof pressure -0.64 -6.1 -8.1 -4.1 0 to h/2* -0.90 -8.6 -10.6 -6.6 Pos/min Windward Roof press. -0.11 -1.0 -3.1 1.0 h/2 to h* -0.90 -8.6 -10.6 -6.6 h to 2h* -0.50 -4.8 -6.8 -2.8 > 2h* -0.30 -2.9 -4.9 -0.8 Min press. -0.18 -1 .7 -3.7 0.3 *Horizontal distance from windward edge NOTE: The code requires the MWFRS be designed for minimum ultimate force of 16 psf mul1iplied by the wall area plus an 8 psf force applied to the vertical projection of the roof. Windward Wall Pressures at "z" s Combined WW + LW Windward Wall z Kz Kzt q.GCp w/+q;GCp; w/-qhGCp, h= 01015' 0.57 1.00 7.7 5.6 9.7 NOTE: See figure in ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. Kz 0.57 Windward parapet: Leeward parapet: Kzt 1.00 0.0 psf 0.0 psf qp (psf) 0.0 (GCpn = +1 .5) (GCpn = -1.0) Windward roof overhangs ( add to windward roof pressure): Normal to Ridge 12.4 Parallel to Ridge 11.4 7.7 psf (upward) 3/1/22, 9:54 AM ATC Hazards by Location . L\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: 1205 Stratford Ln, Carlsbad, CA 92008, USA 33.16595, -117.342.2058 100 ft 2022-03-01T17:54:34.5562 Seismic ASCE7-16 II D-default 1lina Island ssential 1 Habitat... Go gle Basic Parameters Name Value Description Ss 1.053 MCER ground motion (period=0.2s) S1 0.382 MCER ground motion (period=1 .0s) SMs 1.263 Site-modified spectral acceleration value SM1 • null Site-modified spectral acceleration value Sos 0.842 Numeric seismic design value at 0.2s SA So1 • null Numeric seismic design value at 1.0s SA * See Section 11.4.8 "PAdditional Information Name Value Description soc * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRs 0.896 Coefficient of risk (0.2s) CR1 0.907 Coefficient of risk (1 .0s) PGA 0.463 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.556 Site modified peak ground acceleration Temecula 0 19 1..0 '-4 Borre, Sprmc 0. 100 ft cal.d 0 Cleveland Anza-1 ational Forest De Stat< 0 San pi~nn rMap data ©2022 Google, INEGI https://hazards.atcouncil.org/#/seismic?lat=33.16595&Ing=-117.3422058&address=1205 Stratford Ln%2C Carlsbad%2C CA 92008%2C USA 1/2 3/1/22, 9:54 AM ATC Hazards by Location Long-period transition period (s) 20 TL 8 SsRT 1.053 SsUH 1.174 SsD 1.5 S1RT 0.382 S1UH 0.421 S10 0.6 PGAd 0.551 * See Section 11.4.8 Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1 .0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1 .0s) Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any stale or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https:/lhazards.atcouncil.org/#/seismic?lat=33.16595&1ng=-117 .3422058&address= 1205 Stratford Ln%2C Carlsbad%2C CA 92008%2C USA 2/2 [II DUNN SAVOIE INC. STRUCTURAL ENGINEERING 908 5. CLEVELAND S . OCEANSIDE, C A. 92054 PH: (7501 955-5355 F'AX: (7501 956-6360 JOB SHEET NO. CALCULATED BY MN CHECKED BY SCALE SESIMIC ANALYSIS I 1ST FLOOR Building Structure 1205 Stratford Ln Light-frame walls sheathed with wood structural panels rated for shear resistance ?1 OF OATE 3/22 DATE JOB# 22-124 .00 Therefore, per 2018 IBC , for the entire structure, R= 6.50 00= 3.00 Cd = 4.00 Per IBC 2018, ASCE 7-16 Chapter 11, 12, 13, 15 Seismic Design Criteria Method 2 Soil Site Class D Input the coordinate of project Latitude 33 16595 Longitude -117.3422 From the Ground Motion Parameter Calculator by USGS The seismic design parameters are Ss = 1.053 g S1 = 0.382 g Fa= 1.200 Fv= 1.918 Seiemic Design Category (SOC) Determination Risk Category of Building II D D Seismic Design Category for 0.1sec Seismic Design Category for 1.0sec S1 = 0.382 Therefore, SOC= < 0.75g D ======== Equivalent lateral force procedure To Determine Period C1 = 0.02 x = Building ht. H0 = 25 .33 ft 1.4 for So1 of Approx Fundamental period, Ta = C1(hnt = 0.226 Calculated T shall not exceed ~ Cu.Ta = 0.316 Per Section 11 .6 T $ 0.8Ts = 0.8 S01/Sos Site-Specific Ground Motion Response Analysis 11.4.8 Exception (2) Does Soil Site Class= D & S1 > 0.2 1.5Ts = 0.870107 T<1.5Ts Is Structure Regular & :S 5 stories ? Response Spectral Acc.( 0.2 sec) S5 = Yes 1.50g No YES @ 5% Damped Design Sos= ½(Fa.Ss) = 0.010g Response Modification Coef. R = 6.5 Over Strength Factor n0 = 3.0 Importance factor I = 1.00 Seismic Base Shear V = C 5 W Sos Cs= __ R/_I __ So1 or need not to exceed, Cs = (R/1).T So1 TL orCs=---,,--- T2(R/I) =0.130 = 0.500 NIA 0.75 0.489g TL= UseT = = Table 20-3-1, Default = 0 (24° to 50°} (-125° to-65°) SMS= 1.264 SM1= 0.733 SDS= 0.843 SD1= 0.489 Table 1.5-1 Table 11.6-1 Table 11 .6-2 Section 11 .6 NOT Apply ! Section 12.8 Table12.8-2 Table12.8-1 8 Sec Figure 22-15 0.226 sec. 0.464 sec. OK! Ts= 0.58 Eq (12.8-2) Control Section 12.8.1.3 Fa = 1.00 (1 1.4-3) Table-12.2-1 Table 11.5-1 (12.8-2) Cs shall not be less than = Min Cs= Use Cs= 0.037 0.5S11/R 0.130 N/A For S1 ~ 0.6g (12.8-3) (12.8-4) (12 .8-5) (12 .8-6) Design Base Shear V = 0.130 W x0.7(ASD)x1 .3(r) = 0.118W g g g g Dunn Savoie Inc. Structural Engineering 908 S. Cleveland St., Oceanside, CA 92054 Ph : (760) 966-6355 E-mail: dsi@surfdsi.com ~i~-~ u.)'Y~ ~ (rrr=i>t t-2-f 22 JOB 2.. 2. -1 l.,,,, • () (l SHEETNQ. _______ OF _____ _ CALCULATED av_.._t(l_._.N____ DATE _3__.· l-=z:.J..i -=2=2--:____ CHECKEDBY _______ DATE ____ _ SCALE--------------- PJf) )I--,2.s-1. r -1-1:2. -= 2-1. Cf . ~ I:_ ,lbp~ '1--\0,9 ~l!t ...,__ t?:t-.fr'(-~ II. g \;I).--:-3.3. ~ Jr_ - Vb~::" _c,,H ~ w ; .:: 0 .. 11 )? "A. ~ ·s .. + It.. ~ 5• {( ~ ,L Dunn Savoie Inc. Structural Engineering 908 S. Cleveland St., Oceanside, CA 92054 Ph: (760) 966-6355 E-mail: dsi@surfdsi.com F~ o.-t· ~-cl j_ fj = 3, I g -~ 'A ~ -l Fi ;: qll( 41--L fu¼__ ~ <f'AJ 2... 23 JOB 22.-\"2.l# • LIJO ,w,e sreATF0/2lJ Lfi.. SHEETNO. _______ OF _____ _ CALCULATEDBY Mt{ DATE :z /2..(2..L CHECKEDBY _______ DATE ____ _ SCALE _____________ _ F. .. 2--<(?,l/ =It--+-'3-..I g x f I\ r-XI 1 2- \f2.. .:; lqq0 #] ~L ,:J: ~'l A 'rl<fr.cL a.t g-:µ.c.l ~ & f e,_· /0 2.Jf#-+( ;.t \ -. -.. 1205 Stratford Ln SHEET NO Of CAI..CutATEO BY MN CATE 3122 CHECKE.08Y um DUNN SAVOIE INC. STRUCTURAL ENGINEER ING 908 S. CLEVELAND ST. OCEANSIDE. C A . 92054 PH: (760) 966-15355 ~AX: (760) 966-6360 SCAJ.E Jobi 22-124 00 SHEAR WALLS LOAD LINE: 1 LEVEL: ROOF TOTAL FORCE 434 # SEISMIC edge to center of com and tens= Window= 0.75 ft 5 ft TOTAL SEG COM. L ft HEIGHT RATIO !.0<hlb.<3. V(seg.) ft Mor ft-lbs. WALL lbs. AXIAL lbs. T lbs.) T-.. T,..., HOLD M Q lbs. (lbs. DOWN TR 1A vi = vi= SDs= 0.843 11.50 38 plf 38 plf FOR WIND ENTER SOS = 0 vo1=Vn X 1.4 CONNECTOR= SPACING= 518 in BOLT vR= vi for connection= LOAD LINE: LEVEL: FLOOR 48 in 472 plf 38 2 TOTAL FORCE SEG. COM. TOTAL d HEIGHT 2A 12.5 11.75 12.50 SDs= vi = vi = 0.843 159 plf 159 plf 10.75 0.9 OK 434 434 4666 1978 345 -113 -113 Wood Framing 8d NAILS 318 SHEATHING TYPE EN BN FN 6 Vn = Van = 6 12 280 plf 280 plf G) OK NOT REO'D 0 0 1.0 BOTH SIDE SHEATHING: NO OK CONNECTION TO STEM PLATE: (1) 0.625" DIAM. A.B. @48" O.C.; vR = 472 plf MINIMUM 3 A.B. WILL BE USED 1990 # edge to center of com and tens= SEISMIC Window= RA TIO ! 0<h/b <3. V s Mor WALL AXIAL 0.9 OK 1990 21393 2150 375 1990 Wood Framinq 8d NAILS 318 0.75 0 ft T T-.. 1173 0 1173 SHEATHING TYPE 0 HOLD M TR 0 HDU2 H2 3075 1.0 BOTH SIDE SHEATHING: NO FOR WIND ENTER SOS = 0 vo1=vn x 1.4 EN BN FN G) CONNECTOR= 518 in BOLT SPACING= 48 in vR= vi for connection= 472 plf 159 OK 6 6 12 Vn = 280 plf Vat= 280 plf OK CONNECTION TO STEM PLATE: (1) 0.625" DIAM. A.B. @48" O.C.; vR: 472 plf MINIMUM 3 A.B. WILL BE USED Te Unlactered 423 2601 LOAD LINE: A TOTAL FORCE LEVEL: FLOOR SEG. COM. TOTAL d HEIGHT A1 14 13.25 10.75 14.00 vi= 73 plf vi= 73 plf SDs= 0.843 FOR WIND ENTER SOS = 0 CONNECTOR= 5/8 in BOLT SPACING= 48 in v= 472 vR= 472 plf vi for connection= 73 LOAD LINE: B TOTAL FORCE LEVEL: FLOOR SEG. COM. TOTAL d HEIGHT L(ft) (ft) (ft) B1 3.83 3.08 10.75 3.83 vi= 453 plf vi= 504 plf SDs= 0.843 FOR WIND ENTER SOS= 0 CONNECTOR= 5/8 in BOLT SPACING= 24 in vR= 944 plf vi for connection= 453 1024 # edge to center of com and tens= 0.75 0 SEISMIC Window= 0 ft RATIO !.0<h/b <3. V(seo.) Mor WALL AXIAL T T_, T 101a1 HOLD M TR 0 0.8 OK 1024 11008 2408 420 111 111 HDU2 H2 3075 1.0 1024 Wood Framing BOTH SIDE SHEATHING: NO 8d NAILS 3/8 SHEATHING TYPE V"'=Vn X 1.4 EN BN FN @) 6 6 12 Vn = 280 plf V.all = 280 plf OK OK CONNECTION TO STEM PLATE: !1! 0.625" DIAM. A.B. @48" O.C.; vR = 472 plf MINIMUM (3) A.B. Will BE USED 1734 # edge to center of com and tens= 0.75 0 SEISMIC Window= 0 ft RATIO !.0<h/b,<3. V(seg.) Mor WALL AXIAL T Tao"'"' Ttota1 HOLD M 0 (ft-lbs.) (lbs.) (lbs.) (lbs.) (lbs ) (lbs.) DOWN TR 2.8 1.25x.125h 1734 18641 659 115 5820 5820 HDU8 H8 7870 1.0 1734 Wood Framing 43 mil BOTH SIDE SHEATHING: NO 8d NAILS 3/8 SHEATHINL> TYPE v .. =v, x 1.4 EN BN FN 0 3 3 12 Vn = 550 plf Van = 550 plf OK OK CONNECTION TO STEM PLATE: !1! 0.625" DIAM. A.B. @24" O.C.; vR = 944 plf MINIMUM (31 A.B. WILL BE USED TE 1187 TE Unfactered 8646 N c,n DU NN 6 AVD•E INC. S TRUCTURAL ENGINECRIN a 9 09 6. Cl.EVELAND GT. O CEANSIDE, C A . 920S4 PH: 1760) 900·6355 f"AJI:: (76□1 9615-6360 JOB SHEET NO CALCUL.A TED BY CHECKED BY SCALE 1205 Stratford Ln OF DATE 3110 DATE Job# 22-124.00 Perforated Shear Wall with an Opening PER SEAOC SEISMIC DESIGN MANUAL Vol. II INPUT DATA LATERAL SHEAR STRESS AT SHORT PIERS, v = Grid Line : 1A 38 Seismic p~ PANEL GRADE ( 0 or 1) NOMINAL PANEL THICKNESS 0 <= Structural I TOTAL LATERAL SHEAR FORCE, V = SEGMENT: 7A & 78 _;;/_ plfj V plf) 318 0.434 ,,., :r: In Wood Slud K 2.09 DESIGN SUMMARY CHECK SHORT PIERS DIMENSION RATIO HI L = 03 < 2 usG:}sHEAR WALL OF 3/8 THE MAX STRAP FORCE F= use SIMPSON CS16 AS HORIZONTAL STRAP THE SHEAR WALL DEFLECTION: OK I In. THICK 0.28 0 28 k . k 0.10 k p STRA A = 0.46 In =HI 283 X ~ .. L1 I_ L2 I_ L3 , ,, ., 5.75 ANALYSIS "' :r: . I, , 5.75 6.66 L= 16 5 ft , H = EO. SHEAR STRESS at DIAPHRAGM OVERTURNING MOMENT WORST CASE SHEAR FORCE v_ = 39 plf TL= TR= THE FORCES OF FREE-BODY INDIVIDUAL PANELS OF WALL ARE GIVEN BY FOLLOWING FIGURES ANO TABLES AS l 1 L3 PANEL 1 1' _Q____ r 1 [ :. J:Eir« D:Q 2 ';? 3 4 5 F9 r1n F 11 ,12 6 ~rm; m 7 8 9 10 V 11 F5 8 F1J !i! F14 12 ~cm ~ NO F1 F2 F3 r. FB r,s r,a F17 r1s F4 F20qB !=5 ·[ 1::9 F6 s~,.J 1 2 F7 1'"21 F8 F9 F10 F23 r23 1'"2 4 F11 FREE -BODY INOIVIOUAL PANELS OF WALL Tp F12 THE MAXIMUM SHEAR WALL DEFLECTION = /Jit-111/m>: + SltN1r+ ml .\lip+ _ 8v h3 v h O ?Sh hd = C hnwl \{1',r...• "''P ----+--+ . e,,+--EA L G t L Where Vb: 39 plr Lw = 12 ft E= A= 16 50 ,ni h ~ 11 fl G= I = 0278 ,n 8n = 0.037 in d. = 10 75 f1 283 283 W (n) 5.75 250 2.50 5.75 5 75 5 75 5.75 675 575 2.50 2 50 575 lbs 120 97 120 81 217 97 97 217 4,1 3B 38 4,1 0 456 1 7E+06 9.0E+Q.4 015 lbs lbs In psi psi ,n 26 pij, 4666 ft-lbs HOU2 H (n) Vmax (p~) 2 09 39 2 09 39 2.09 39 2.09 39 1 00 38 1 00 38 1 00 38 1.00 38 666 38 6.66 30 6.66 30 6 66 38 NO lbs F13 81 F14 B1 F15 119 F16 38 F17 38 F18 119 F19 76 F20 76 F21 201 F22 141 F23 76 F24 141 26 BUILDING ENERGY ANALYSIS REPORT PROJECT: Stratford Lane (ADU) E+A 1205 Stratford Lane Carlsbad, CA 92008 Project Designer: Studio 4 2909 Mesa Drive Oceanside , CA 92054 760-458-0987 Report Prepared by: David Schneider Title 24 Energy Consultants P.O. Box 711307 San Diego, CA 92171 61 9-504-561 0 T~ l bmtGY CONSULTANTS Job Number: 22-069 Dat 3/2/2 CBR2022-1325 > I--0 1207 STRATFORD LN HENDRICKS: 231 SF ADDITION (ADO BEDROOM) The EnergyPro computer program has been used to perform the calculatior authorized by the California Energy Commission for use with both the Re This program developed by Energy$ 1561643200 4/18/2022 CBR2022-1325 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF1 R-PRF-01-E Certificate of Compliance 3 Form RMS-1 Residential Measures Summary 11 Form MF-1 R Mandatory Measures Summary 13 HVAC System Heating and Cooling Loads Summary 17 CERTIFICATE OF COMPLIANCE Project Name: Stratford La ne (ADU) E+A Calcu lation Description: Title 24 Analysis GENERAL INFORMATION 01 Project Name 02 Run Title 03 Project Location 04 City 06 Zip code 08 Climate Zone 10 Building Type 12 Project Scope 14 Addition Cond. Floor Area (ft2l 16 Existing Cond. Floor Area (ft2l 18 Total Cond. Floor Area (ft2l 20 ADU Bedroom Count 22 Is Natural Gas Available? COMPLIANCE RESULTS Stratford Lane (ADU) E+A Title 24 Analysis 1205 Stratford Lane Carlsbad 92008 7 Single family AdditionAlteration 264 640 904 n/a Yes 01 Building Complies with Computer Performance Calculation Date/Time: 2022-03-02T08:35:25-08:00 Input File Name: 22-069 Stratford Lane ADU (E+A).ribd19x 05 Standards Version 2019 07 Software Version EnergyPro 8.2 09 Front Orientation (deg/ Cardinal) 180 11 Number of Dwelling Units 1 13 Number of Bedrooms 2 15 Number of Stories 1 17 Fenestration Average U-factor 0.37 19 Glazing Percentage(%) 19.47% 21 ADU Conditioned Floor Area n/a CFlR-PRF-OlE (Page 1 of 8) 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a (EC-approved HERS provider. 03 Building does not incorporate Special Features ENERGY USE SUMMARY Energy Use {kTDV/ft2-yr) I Standard Design I Proposed Design I Compliance Margin I Percent Improvement Space Heating 3.85 3.66 0.19 4.9 Space Cooling 7.68 7.64 0.04 0.5 IAQ Ventilation 0 0 0 Water Heating 18.94 18.94 0 0 Self Utilization/Flexibility Credit n/a 0 0 n/a Compliance Energy Total 30.47 30.24 0.23 0.8 Registration Number: Registration Date/Time: HERS Provider: 222-P010040196A-000-000-O00O000-0000 2022-03-02 08:41 :27 CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2022-03-02 08:35:41 <;r-hf•m~ VPr~ion· rPv :>o:>nnqn1 CERTIFICATE OF COMPLIANCE Project Name: Stratford Lane (ADU) E+A Calculation Description: Title 24 Analysis REQUIRED SPECIAL FEATURES Calculation Date/Time: 2022-03-02T08:35:25-08:00 Input File Name: 22-069 Stratford Lane ADU (E+A).ribd19x The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY CFlR-PRF-OlE (Page 2 of 8) The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Building-level Verifications: • Quality insulation installation (QII) Cooling System Verifications: . --None -- Heating System Verifications: • --None -- HVAC Distribution System Verifications: • --None -- Domestic Hot Water System Verifications: • --None -- BUILDING -FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Number of Bedrooms Number of Zones Number of Ventilation Number of Water Units Cooling Systems Heating Systems Stratford Lane (ADU) E+A 904 1 2 2 0 1 ZONE INFORMATION 01 02 03 04 OS 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 (E) Floor ADU Conditioned HP #1 Mini Split Systeml 640 10 DHW Sys 1 N/A (N) Floor ADU Area Conditioned HP #1 Mini Split Systeml 264 10 DHW Sys 1 N/A Registration Number: Registration Date/Time: HERS Provider: 222-P010040196A-000-000-0000000-0000 2022-03-02 08:41 :27 CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2022-03-02 08:35:41 C:.rhPm;i VPr~ion: rPV )O)OO<m, CERTIFICATE OF COMPLIANCE Project Name: Stratford Lane (ADU ) E+A Calculation Description: Title 24 Analysis OPAQUE SURFACES 01 02 03 Name Zone Construction South Wall (E) Floor ADU (E) R-19-Wall West Wall (E) Floor ADU (E) R-19-Wall North Wall (E) Floor ADU (E) R-19-Wall East Wall (E) Floor ADU (E) R-19-Wall WestWall 2 (N) Floor ADU (N) R-21-Wall Area North Wall 2 (N) Floor ADU (N) R-21-Wall Area East Wall 2. (N) Floor ADU (N) R-21 -Wall Area (E) Floor Interior Wall ADU»(N) Floor (E} Interior R-13 Wall ADU Area OPAQUE SURFACES -CATHEDRAL CEILINGS 01 02 03 04 04 Azimuth 180 270 0 90 270 0 90 n/a 05 Name Zone Construction Azimuth Orientation R/30 Roof (E) Floor (E) R-30 Roof 180 Front ADU R/30 Roof 2 (N) Floor (N) R-30 Roof 180 Front ADU Area Registration Number: 222-P010040196A-000-000-0000000-0000 CA Building Energy Efficiency Standards -2019 Residential Compliance Calculation Date/Time: 2022-03-02T08:35:25-08:00 Input File Name: 22-069 Stratford lane ADU (E+A).ribd19x 05 06 07 08 09 10 Orientation Gross Area (ft2) Window and Tilt (deg) Wall Exceptions Status Door Area (ft2) Front 400 26 90 none Existing Left 160 6 90 none Existing Back 348 64 90 none Existing Right 160 15 90 none Existing Left 140 55 90 none New Back 166 10 90 Extension New Right 140 0 90 Extension New n/a 166 0 n/a Existing 06 07 08 09 10 11 12 13 Area Skylight Roof Rise (x Roof Roof Cool Verified (ft2) Area (ft2) in 12) Reflectance Emittance Roof Status Existing Condition 930 0 3 0.1 0.85 No Exist ing No 264 0 3 0.1 0.85 No New n/a Registration Date/Time: HERS Provider: 2022-03-02 08:41 :27 CFlR-PRF-OlE (Page 3 of 8) 11 Verified Existing Condition No No No No n/a n/a n/a No 14 Existing Construction CalCERTS inc. Report Version : 2019.1.300 Report Generated: 2022-03-02 08:35:41 <;,hpm;i VPr~inn· rPV ?O?OOQOl CERTIFICATE OF COMPLIANCE Project Name: Stratford Lane (ADU) E+A Calculation Description: Title 24 Analysis FENESTRATION / GLAZING 01 02 03 04 OS Name Type Surface Orientation Azimuth (3) Window Window South Wall Front 180 (B) French Door Window South Wall Front 180 {1) Window Window West Wall Left 270 {A) French Door Window North Wall Back 0 {A) French Door 2 Window North Wall Back 0 (2) Window Window East Wall Right 90 (A) French Door 3 Window West Wall 2 Left 270 (2}Window 2 Window West Wall 2 left 270 (5) Window Window North Wall 2 Back 0 SLAB FLOORS 01 02 03 04 Name Zone Area (ft2) Perimeter (ft) Slab-on-Grade (E) Floor ADU 640 95 Slab-on-Grade 2 (N) Floor ADU 264 44.5 Area Registration Number: 222-P010040196A-000-000-0000000-0000 CA Building Energy Efficiency Standards -2019 Residential Compliance Calculation Date/Time: 2022-03-02T08:35:25-08:00 Input File Name: 22-069 Stratford La ne ADU (E+A).ribd19x 06 07 08 09 10 11 12 13 14 Width Height Area U-factor Exterior SHGC (ft) (ft) Mult. (ft2) U-factor Source SHGC Source Shading 1 6 0.33 NFRC 0.23 NFRC Bug Screen 1 20 0.4 NFRC 0.21 NFRC Bug Screen 1 6 0.33 NFRC 0.23 NFRC Bug Screen 1 24 0.4 NFRC 0.21 NFRC Bug Screen 1 40 0.4 NFRC 0.21 NFRC Bug Screen 1 15 0.33 NFRC 0.23 NFRC Bug Screen 1 40 0.4 NFRC 0.21 NFRC Bug Screen 1 15 0.33 NFRC 0.21 NFRC Bug Screen 1 10 0.33 NFRC 0.21 NFRC Bug Screen 05 06 07 08 09 Edgelnsul. Edge lnsul. R-value and R-value and Carpeted Fraction Heated Status Depth Depth none 0 80% No Existing none 0 80% No New Registration Date/Time: HERS Provider: 2022-03-02 08:41 :27 CFlR-PRF-0lE (Page 4 of 8) 15 16 Verified Status Existing Condition Existing No Existing No Existing No Existing No Existing No Existing No New n/a New n/a New n/a 10 Verified Existing Condition No n/a CalCERTS inc. Report Version: 2019.1.300 Report Generated: 2022-03-02 08:35:41 C.rhPm;i VPr~inn: rPv 70Jooqm CERTIFICATE OF COMPLIANCE Project Name: Stratford Lane (ADU) E+A Calculation Description: Title 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 02 Construction Name Surface Type (E) R-19-Wall Exterior Walls (N) R-21-Wall Exterior Walls (E) R-30 Roof Cathedral Ceilings (N) R-30 Roof Cathedral Ceilings (El Interior R-13 Wall Interior Walls BUILDING ENVELOPE -HERS VERIFICATION 01 03 Construction Type Wood Framed Wall Wood Framed Wall Wood Framed Ceiling Wood Framed Ceiling Wood Framed Wall 02 Calcu la ti on Date/Ti me: 2022-03-02T08 :3 S: 25-08 :00 CFlR-PRF-OlE (Page 5 of 8) Input File Name: 22-069 Stratford Lane ADU (E+A).ribdl9x 04 OS 06 07 08 Total Cavity Interior/ Exterior Framing Continuous LI-factor Assembly Layers R-value R-value Inside Finish: Gypsum Board 2x6 @ 16 in. 0. C. R-19 None/ None 0.074 Cavity/ Frame: R-19 in 5-1/2 in. (R-18) / 2x6 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board 2x6@ 16 in. 0. C. R-21 None/ None 0.069 Cavity/ Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood 2x10 @ 24 in. 0 . C. R-30 None/ None 0.035 Siding/sheathing/decking Cavity/ Frame: R-30 / 2x10 Inside Finish: Gypsum Board Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood 2x10 @ 24 in. 0 . C. R-30 None/ None 0.035 Siding/sheathing/decking Cavity/ Frame: R-30 / 2x10 Inside Finish: Gypsum Board Inside Finish: Gypsum Board 2x4 @ 16 in. 0. C. R-13 None/ None 0.092 Cavity/ Frame: R-13 / 2x4 Other Side Finish: Gypsum Board 03 04 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFMS0 Required Not Required Not Required n/a Registration Number: Registration Date/Time: HERS Provider: 222-P010040196A-000-000-0000000-0000 2022-03-02 08:41 :27 CalCERTS inc. CA Building Energy Efficiency Standards • 2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2022-03-02 08:35:41 <;rhPm;:i VPr~inn: rpv Jo:moq01 CERTIFICATE OF COMPLIANCE Project Name: Stratford Lane (ADU) E+A Calculation Description: Title 24 Analysis WATER HEATING SYSTEMS 01 02 03 Name System Type Distribution Type Domestic Hot Standard DHW Sys 1 Water(DHW) Distribution System WATER HEATERS 01 02 03 04 05 Heating Tank # of Name Element Tank Type Units Vol. Type (gal) DHW Gas Small 1 0 Heater 1 Instantaneous WATER HEATING -HERS VERIFICATION 04 Water Heater Name(#) DHW Heater 1 (1) 06 07 Energy Input Rating Factor or or Pilot Efficiency 0.82-EF <= 200 kBtu/hr Calculation Date/Time: 2022-03-02T08:35:25-08:00 Input File Name: 22-069 Stratford Lane ADU (E+A).ribd19x OS 06 07 08 Solar Heating Compact HERS Verification Status System Distribution n/a None n/a Existing 08 09 10 11 12 Tank Standby 1st Hr. Tank Location Insulation NEEA Heat Pump R-value Loss or Rating or Brand or Model or Ambient (Int/Ext) Recovery Eff Flow Rate Condition 0 79 n/a n/a n/a 01 02 03 04 05 06 07 Parallel Piping Compact Distribution Compact Distribution Recirculation Control Central DHW Name Pipe Insulation Type Distribution DHW Sys 1 -1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Heating Unit Cooling Unit Distribution Required Verified Name System Type Fan Name Thermostat Status Existing Name Name Name Type Condition HP #1 Mini Split Systeml Heat pump heating cooling Heat Pump Heat Pump n/a n/a Setback New No System 1 System 1 Registration Number: Registration Date/Time: HERS Provider: 222-PO 10040196A-OOO-OOO-OOOOOOO-OOOO 2022-03-02 08:41 :27 09 Verified Existing Condition No 13 Status Existing CF1R-PRF-01E (Page 6 of 8) 10 Existing Water Heating System 14 Verified Existing Condition No 08 Shower Drain Wat.er Heat Recovery Not Required 10 11 Heating Cooling Equipment Equipment Count Count 1 1 CalCERTS inc. CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 Report Generated: 2022-03-02 08:35:41 <;rhpm;i VPr~inn: rPv ?0?00901 CERTIFICATE OF COMPLIANCE Project Name: Stratford Lane (ADU) E+A Calculation Description: Title 24 Analysis 01 02 HVAC -HEAT PUMPS 03 Name System Type Number of Units Heat Pump System 1 Ductless 1 MiniSplit HP HVAC HEAT PUMPS -HERS VERIFICATION 01 02 03 Name Verified Airflow Airflow Target Heat Pump System Not Required 0 1-hers-htpump HERS RATER VERIFICATION OF EXISTING CONDITIONS Registration Number: 222-P010040196A-OOO-OOO-OOOOOOO-OOOO 04 05 Heating HSPF/COP Cap47 10 36000 04 Verified EER Not Required CA Building Energy Efficiency Standards -2019 Residential Compliance Calculation Date/Time: 2022-03-02T08:3S:25-08:00 Input File Name: 22-069 Stratford Lane ADU (E+A).ribd19x 06 07 08 09 10 Cooling Zonally Compressor Cap 17 SEER EER/CEER Controlled Type 22200 19 9.4 Not Zonal Single Speed 05 06 07 08 Verified SEER Verified Refrigerant Verified HSPF Verified Heating Charge Cap47 Not Required No No No Registration Date/Time: HERS Provider: 2022-03-02 08:41 :27 CF1R-PRF-01E (Page 7 of 8) 11 HERS Verification Heat Pump System 1-hers-htpump 09 Verified Heating Cap 17 No CaiCERTS inc. Report Version: 2019.1.300 Report Generated: 2022-03-02 08:35:41 <;rhPmrl VPr~inn: rPv ?0?00Cl01 CERTIFICATE OF COMPLIANCE Project Name: Stratford Lane (ADU) E+A Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: David Schneider Company: Title 24 Energy Consultants (CEPE) Address: 6530 Salizar Street City/State/Zip: San Diego, CA 92111 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: Calculation Date/nme: 2022-03-02T08:35:25-08:00 Input File Name: 22-069 Stratford Lane ADU (E+A).ribd19x Documentation Author Signature: ~s~ Signature Date: 2022-03-02 08:40:40 CEA/ HERS Certification Identification (If applicable): R0B-08-261 / NR0B-08-540 Phone: 619-504-5610 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. CF1R-PRF-01E (Page 8 of 8) 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of ntle 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: ~~~~ Paul Longton Company: Date Signed: Studio 4 Architects 2022-03-02 08:41 :27 Address: license: 2909 Mesa Drive N/A City/State/Zip: Phone: Oceanside, CA 92054 760-722-4904 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: Registration Date/Time: 222-P0 10040196A-OOO-OOO-OOOOOOO-OOOO 2022-03-02 08:4 1 :27 CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.300 C:.rhpm;i VPr~ion: rPv :in:moqn1 II l!L • Easy to Verify at CalCERTS.com HERS Provider: CalCERTS inc. Report Generated: 2022-03-02 08:35:41 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type ra Single Family D Addition Alone I Date Stratford Lane (ADU) E+A D Multi Family ra Existing+ Addition/Alteration 3/212022 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I # of ~nits 1205 Stratford Lane Carlsbad CA Climate Zone 07 904 264 INSULATION Area Construction Type Cavity (tr) Special Features Status Slab Unheated Slab-on-Grade -no insulation 640 Perim = 95' Existing Wall Wood Framed R 19 374 Existing Wall Wood Framed R 19 154 Existing Wall Wood Framed R 19 284 Existing Wall Wood Framed R 19 145 Existing Demising Wood Framed R 13 166 Existing Roof Wood Framed Rafter R30 930 Existing Slab Unheated Slab-on-Grade -no insulation 264 Perim = 45' New FENESTRATION I Total Area: 1761 Glazing Percentage: 19.5% I New/Altered Average U-Factor: 0.37 Orientation Area(tr) U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (SJ 6.0 0.330 0.23 none none NIA Existing Front (S) 20.0 0.400 0.21 none none NIA Existing Left (ll\l) 6.0 0.330 0.23 none none NIA Existing Rear (NJ 64.0 0.400 0.21 none none NIA Existing Right (E) 15.0 0.330 0.23 none none NIA Existing Left (ll\l) 40.0 0.400 0.21 none none NIA New Left (ll\l) 15.0 0.330 0.21 none none NIA New Rear (N) 10.0 0.330 0.21 none none NIA New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 10.00 HSPF Split Heat Pump 19.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HP #1 Mini Split System Ductless I with Fan Ductless nla nla New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EneravPro 8.2 bv EneravSoft User Number: 1562A ID: 22-069 Paae 11 of 17 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type 121 Single Family D Addition Alone I Date Stratford Lane (ADU) E+A □ Multi Family 121 Existing+ Addition/Alteration 3/212022 Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I # of ~nits 1205 Stratford Lane Carlsbad CA Climate Zone 07 904 264 INSULATION Area Construction Type Cavity (tr) Special Features Status Wall Wood Framed R21 85 New Wall Wood Framed R21 156 New Wall Wood Framed R21 140 New Roof Wood Framed Rafter R 30 264 New FENESTRATION I Total Area: 1761 Glazino Percentaoe: 19.5% I New/Altered Average U-Factor: 0.37 Orientation Area(ff) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EneravPro 8.2 bv EneravSoft User Number: 1562A ID: 22-069 Paae 12 of 17 2019 Low-Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. (01/2020) Building Envelope Measures: § 110.6(a)1 : Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested oer NFRC-400 ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011." § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of§ 10-111 (a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient {SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. Thev must be caulked and/or weather-striooed.' § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, aasketed, or weather stri□oed. § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of§ 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the reauirements of § 110.8(i) and be labeled oer § 10-1 13 when the installation of a cool roof is soecified on the CF1 R. § 110.80): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Celling and Rafter Roof Insulation . Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in§ 110.7, including but not limited to placinq insulation either above or below the roof deck or on too of a drywall ceilinq. • § 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or § 150.0(c): have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B.' § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without § 150.0(ij: facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150,0(g)1 : Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This reauirement also aoolies to controlled ventilation crawl soace for buildinas comolvina with the exceotion to§ 150.0(d). § 150.0(g)2: Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-oermeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58." Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1 : Closable Doors. Masonry or factory-built firepl aces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is eauiooed with a readily accessible, ooerable, and tiqht-fittinq damoer or combustion-air control device. § 150.0(e)3: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.' Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated aooliances must be certified bv the manufacturer to the California Enerav Commission.' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression healing is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heatinq is hiqher than the cut-off temperature for supplementary heatina.' § 11 0.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)4: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)4. § 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except § 110.5: appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters. Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)1: Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. . 2019 Low-Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer § 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer's instructions. Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have § 150.00)1 : a minimum of R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions must have a minimum § 150.00)2A: insulation wall thickness of one inch or a minimum insulation R-value of 7.7: the first five feet of cold water pipes from the storage tank; all hot water piping with a nominal diameter equal to or greater than 3/4 inch and less than one inch; all hot water piping with a nominal diameter less than 3/4 inch that is: associated with a domestic hot water recirculation system, from the heating source to storage tank or between tanks, buried below grade, and from the heating source to kitchen fixtures.* Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150.00)3: wind as required by Section 120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane waler healers to serve individual dwelling units must include all of the following : A dedicated 125 volt, 20 amp electrical receptacle connected to the electric panel with a 120/240 volt 3 conductor, 10 AWG copper branch circuit, within three feet of the water heater without obstruction. Both ends of the unused conductor must be labeled with the § 150.0(n)1 : word 'spare' and be electrically isolated. Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker for the branch circuit and labeled with the words 'Future 240V Use'; a Category Ill or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the waler heater is installed; a condensate drain that is no more than two inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu per hour. § 150.0(n}2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of§ 110.3(c)5. Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification § 150.0(n)3: Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R& T), or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: Ducts. Insulation installed o·n an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a § 110.8(d)3: contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air-distribution system ducts and plenums must meet the requirements of the CMC §§ 601 .0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duel Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to a minimum installed level of R-6.0 or a minimum installed level of R-4.2 when ducts are entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3. 1.4.3.8). Portions of the duct system completely exposed and surrounded by directly conditioned space are not required to be insulated. Connections of metal ducts and inner core of flexible duels must be § 150.0(m}1 : mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than¼ inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross-sectional area." Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requ irements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, § 150.0(m)3: mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipment maintenance, and wind . Insulation exposed § 150.0(m)9: to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex ducts must have a non-porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m}11 and Reference Residential Appendix RA3. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or § 150.0(m)12: equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Pressure drops and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service.* Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be 2: 350 CFM § 150.0(m)13: per ton of nominal cooling capacity, and an air-handling unit fan efficacy s 0.45 watts per CFM for gas furnace air handlers ands 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow 2: 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy s 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3.* . 2019 Low-Rise Residential Mandatory Measures Summary Requirements for Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in§ 150.0(o)1 . Single Family Detached Dwelling Units. Single family detached dwelling units, and attached dwelling units not sharing ceilings or floors with § 150.0(o)1C: other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow provided at rates determined by ASH RAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in § 150.0(o)1 C. Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in § 150.0(o)1E: accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced system is not used, all units in the building must use the same system type and the dwelling-unit envelope leakage must be s 0.3 CFM at 50 Pa (0.2 inch water) per square foot of dwelling unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.B. Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units must be balanced to provide § 150.0(o)1F : ventilation airflow for each dwelling unit served at a rate equal to or greater than the rate specified by Equation 150.0-B. All unit airflows must be within 20 percent of the unit with the lowest airflow rate as it relates to the individual unit's minimum required airflow rate needed for compliance. § 150.0(o)1G: Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASHRAE 62.2. Field Verification and Diagnostic Testing. Dwelling unit ventilation airflow must be verified in accordance with Reference Residential § 150.0(o)2: Appendix RA3.7. A kitchen range hood must be verified in accordance with Reference Residential Appendix RA3.7.4.3 to confinn it is rated by HVI to comply with the airflow rates and sound requirements as specified in Section 5 and 7.2 of ASHRAE 62.2. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heatina. • I § 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heatinci. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only durinq off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves . Lighting Measures: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements § 110.9: of§ 110.9.' § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or § 150.0(k)1B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer. vacancy sensor control, or tan speed control. § 150.0(k)1 C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) labeling; air leakage; sealing; maintenance; and socket and light source as described in§ 150.0(k)1 C. § 150.0(k)1 D: Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than 20 kHz. § 150.0(k)1 E: Night Lights, Step Lights, and Path Lights. Night lights, step lights and path lights are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided they are rated to consume no more than 5 watts of power and emit no more than 150 lumens. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of~ 150.0(k): § 150.0(k)1 G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JAB.' § 150.0(k)1 H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JAB elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to § 150.0(k)1 I: comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7 A. § 150.0{k)28: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems.' § 150.0(k)2C: Interior Switches and Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned ON and OFF." § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the control is installed to comply with§ 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of§ 110.9. . 2019 Low-Rise Residential Mandatory Measures Summary Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with control requirements if it: § 150.0(k)2G: provides functionallly of the specified control according to§ 110.9; meets the Installation Certificate requirements of§ 130.4; meets the EMCS requirements of§ 130.0(e); and meets all other reouirements in§ 150.0(k)2. Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in§ 150.0(k) if it § 150.0(k)2H: provides the functionality of a dimmer accordinq to § 110.9, and complies with all other applicable requirements in§ 150.0(k)2. Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must § 150.0(k)21: be controlled by an occupant sensor or a vacancy sensor providing automatic-off functionality. If an occupant sensor is installed, it must be initially configured to manual-on operation using the manual control required under Section 150.0(k)2C . § 150.0(k)2J: Interior Switches and Controls. Luminaires that are or contain light sources that meet Reference Joint Appendix JAB requirements for dimming, and that are not controlled bv occupancy or vacancy sensors, must have dimminq controls.' § 150.0(k)2K: Interior Switches and Controls. Under cabinet lighting must be controlled separately from ceiling-installed lighting systems . Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0(k)3A: buildings on the same lot, must meet the requirement in item§ 150.0(k)3Ai (ON and OFF switch) and the requirements in either § 150.0(k)3Aii (photocell and either a motion sensor or automatic time switch control) or§ 150.0(k)3Aiii (astronomical time clock), or an EMCS. Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting for private patios, entrances, § 150.0(k)38: balconies, and porches; and residential parking lots and carports with less than eight vehicles per site must comply with either§ 150.0(k)3A or with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, any outdoor lighting for residential parking lots § 150.0(k)3C: or carports with a total of eight or more vehicles per site and any outdoor lighting not regulated by§ 150.0(k)38 or§ 150.0(k)3D must comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must comply with§ 140.8; or must consume no more than 5 watts of power as determined accordinq to§ 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential qarages in Sections 110.9, 130.0 130.1, 130.4, 140.6, and 141 .0. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0{k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that buildinq must be romply with Table 150.0-A and be controlled by an occupant sensor. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting for the interior common areas in § 150.0(k)68: that bui lding must: i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar R.eady Buildings: Single Family Residences. Single family residences located in subdivisions with 10 or more single family residences and where the § 110.10(a)1 : application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed must comply with the requirements of§ 110.10(b) throuah & 110.10/el. § 110.10(a)2: Low-rise Multifamily Buildings. Low-rise multi-family buildings that do not have a photovoltaic system installed must comply wtth the requirements of§ 110.10(b) through § 110.10(d). Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as spec~ied in Title 24, Part 9 or other parts of Title 24 or in any requiremen ts adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with § 110.10(b)1 : roof areas greater than 10,000 square feet. For single family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project. and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. The solar zone requirement is applicable to the entire building, including mixed occupancy." § 110.10(b)2: Azimuth. All sections of the solar zone located on steep-sloped roofs must be oriented between 90 degrees and 300 degrees af true north. § 110.1 0(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment.' Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.1 0(b)38: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b}4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a § 110.1 0(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single family residences and central water-heatinq systems, a pathway reserved for routinq plumbinq from the solar zone to the water-heatinr:i system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from§ 110.10(b) through & 110.10/c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as 'For Future Solar Electric'. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Stratford Lane (ADU) E+A 3/2/2022 System Name Floor Area HP #1 Mini Split System 904 ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heatina Svstem CFM Sensible Latent CFM Sensible Output per System 36,000 Total Room Loads 289 7,846 530 540 12,382 Total Output (Btuh) 36,000 Return Vented Lighting 0 Output (Btuh/sciftl 39.8 Return Air Ducts o 0 Cooling System Return Fan 0 0 Output per System 35,400 Ventilation 0 0 0 0 0 Total Output (Btuh) 35,400 Supply Fan 0 o Total Output (Tons) 3.0 Supply Air Ducts o 0 Total Output (Btuh/scift) 39.2 Total Output (sqft/Ton) 306.4 TOTAL SYSTEM LOAD 7,846 530 12,382 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow (cfml 1,200 Mitsubishi MXZ-3C30NA2 I MVZ-9+9+9 32,617 1,520 27,540 Airflow (cfm/scift) 1.33 Airflow (cfm/Tonl 406.8 Outside Air(¾) O.O% Total Adjusted System Output 1------~~-----+------1 32,617 1,520 27,540 Outside Air (cfm/scift) 0.00 (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak) 70 °F 91 °F Outside Air ~...-,__________.I---~□ JI C--i O cfm 70°F Supply Fan 1,200 cfm Heating Coil 91 °F ROOM ffil 70 °F ~: __,..._._---:~-~7 I I C-~---~' COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak) 83 / 68 °F 78 / 61 °F __ .....,:_,._..,__..,. ___ ---{(j Outside Air -4 ~ 0 cfm 78 /61°F 53151°F ~ ,·;o,:;:::~.1-------+: □Tl I D 78/61 °F Supply Fan 1,200 cfm = Cooling Coil 37.3% i 53 / 51 °F 78 / 61 Of .--: ___.,.....-.._______,._I------~ I _I I c -~ ----' 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 ADDITIONAL 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%). $IL T 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. Ryan Hendricks OWNER(S)/OWNER'S AGENT NAME (PRINT) • OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) E-29 9/19/22 DATE STORM .WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-2 9 CB 2022-132s SW_ BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Best Management Practice* (BMP) Description ➔ CASQA Designation ➔ Construction Activity Gradinq/Soil Disturbance x Trenchinq/Excavation Stockpilinq Drillinq/Borina Concrete/ Asphalt Sawcuttinq. X Concrete Flatwork Paving Conduit/Pipe Installation X Stucco/Mortar Work Waste Disposal Staqinq/Lay Down Area Equipment Maintenance and Fuelinq Hazardous Substance Use/Storaoe Dewoterinq Site Access Across Dirt Other (list): Instructions: Erosion Control BMPs C/J ..... 0 :::E -0 C/J 0, C <I) c:a .s Oo .c C/J 3: C/J u <I) C/) Cl) ::i ~ <I) :;:; :::E 0 O' X <I) 0 ..... -0 .C C 0 0 +-'•- ~ L.. 0 Q,) 0 L.. (!) WO t--OCI m I I I (.) (.) (.) w w w C/J .s 0 L.. Cl <I) 0. 0 (I) I (.) w Sediment Control BMPs I') v LO CO I I I I I ·w w w w w C/) C/) C/) C/) C/) X X X r---00 I I w w C/) C/) C •o C L.. 0 0-- E] L.. ..... 0 0 ..... ,._ C/) a.. 0 I w C/) Tracking Control BMPs Non-Storm Water Management BMPs· C 0 :;:; 0 > .... <I) C/J C 0 C/J (.) <I) u ,._--2U 0 0 ~ct I C/) z 01 .S -0 C ·.:: (!) C :3 ~ 0 <I) o> E l: .9- '-5-~ w -o (/) C -c C C ~ C Oo a.> 00' 01:;:; -;::; <I) C CO ~ U °C ·s: ~ .B ·-0 0 9-0 ~~ o..o o.. >o I') r---00 I I I C/) (/) C/) z z z -0 C 0 ~ -~ v 0 ~~ ~e o.B ::!:VJ Waste Management and Materials Pollution Control BMPs ..... C Q) -0 E C Q) 0 O' 0 C C 0 <I) 0 :;:; C/J :::i: C :::> Q) <I) t 0 ·a. ,.__ ·.:: _':£ a..~ <I) u _..., +-' 0 = C 0 ...., 0.0 :::E C/) C/) (.) <I) ..... C/J 0 ..., 3:: ..... <I) C C t; <I) C/J <I) o E ::::i E ~ Q) • 0 <I) CTI ~ c,, -uO oO •-C NC 0 0 0 0 C/) :::!!: :r: ::::!!; 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 Stormwater 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. • SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Site Address: 1207 Stratford Ln Assessor's Parcel Number: 156-164-32-00 -, Emergency Contact: Name: Ryan Hendricks 24 Hour Phone: __ 7_6_0_-_8_8_9_-3_8_3_9 ___ _ Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM 00 LOW Cl) ...... C/J 0-+-' ~c Cl) a.> E ..... (I) Q) 01 b o CC O 0 O:::E CX) I ~ Page 1 of 1 REV 02/16